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Home My WebLink AboutPermit PL13-0047 - HUBBELL JASON - AUTO ZONE DESIGN REVIEWAUTO ZONE 14639 TU KWI LA INTERNATIONAL BLVD PL13-0047 L14-0034 BLA L13-0050 DESIGN REVIEW E13-0018 SEPA L14-0034 BLA City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director NOTICE OF DECISION December 16, 2014 Jason Hubbell Barghausen Consulting Engineers 18215 72❑d Ave S Kent WA 98032 RE: Boundary Line Adjustment; File Number L14-034 Dear Mr. Hubbell, This is to follow up on my email dated September 30, 2014, requesting signed copy of the Boundary Line Adjustment for the City's approval signatures. Since we did not receive the copy for approval signatures we are providing this formal preliminary approval letter with an expiration date of one year from the date of this letter. The City has completed review of your boundary line adjustment (No. L14-034), and determined that it complies with all applicable City code requirements. The City SEPA Responsible Official has previously determined that this application does not require a SEPA threshold determination because it is categorically exempt. This letter serves as the Notice of Decision per TMC 18.104.170. Based on the latest project submittal, preliminary approval is granted subject to the conditions stated below. The conditions imposed are to ensure the boundary line adjustment is consistent with the Criteria for Preliminary Approval listed at TMC 17.08.030 in the Tukwila Subdivision Code. PRELIMINARY APPROVAL CONDITIONS Prior to Final Short Plat, the following comments need to be addressed: 1) Fix the typo on the first page under notes where Autozone is spelled with a Z. 2) Title Notes 4 and 11 list easement for Puget Sound Energy and this is a Seattle City Light Service area, 5 lists an easement with Seattle City Light. Confirm that the notes are correct. 3) Provide a final copy of the reciprocal easement agreement between Parcel A and Parcel B and Sensitive Area Covenant along with the signed copy of the final short plat document. NEXT STEPS: 1. Final Approval: Submit the necessary short plat documents (survey, legal descriptions, and a final copy of the reciprocal easement agreement between Parcel A and Parcel B and Sensitive Area Covenant) for city signatures. All taxes and fees assessed against the property must be current prior to final approval. Please check with the King County Assessor's Office and the City of Tukwila Finance Department prior to submitting final documents. After the documents have been found to be in order, and the all of the requirements of the boundary line adjustment have been met, the Chair of the Short Subdivision Committee signs your boundary line adjustment which constitutes a grant of final approval. 2. Recording: The signature of the Chairman of the Short Subdivision Committee certifies that your boundary line adjustment is ready for recording. It is your responsibility to record the approved and signed documents with the King County Department of Records. You will need to pay the recording fees and submit your approved originals to King County. The boundary line adjustment is not complete until the recording occurs and copies of the recorded documents are provided to the Department of Community Development. EXPIRATION OF PRELIMINARY APPROVAL The final approved boundary line adjustment must be filed with the King County Department of Records within one year from the date of this preliminary approval or the application will expire. The City may grant a single one year extension if requested in writing prior to the expiration date. APPEAL RIGHTS This boundary line adjustment decision may be appealed to the Hearing Examiner. One administrative appeal of the decision on the short plat, excluding challenges to the DNS, is permitted. If no valid appeals are filed within the time limit, the decision of the Department will be final. In order to appeal the decision a written notice of appeal must be filed with the Department of Community Development within 21 days of the issuance of the Notice of Decision. The requirements for such appeals are set forth in Tukwila Municipal Code 18.116. Appeal materials shall include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision, including any specific challenge to an MDNS. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 5. Appeal fee per the current fee schedule, additional hourly charges may apply. In addition all hearing examiner costs will be passed through to the appellant. Any appeal shall be conducted as an open record hearing before the Hearing Examiner. The Hearing Examiner' s decision on the appeal is the City' s final decision. A party who is not satisfied with the outcome of the administrative appeal process may file an appeal in King County Superior Court from the Hearing Examiner's decision pursuant to the procedures and time limitations set forth in RCW Ch. 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. If you have any questions about this matter please direct them to the project planner, Minnie Dhaliwal at Minnie.Dhaliwal@TukwilaWA.gov or 206-431-3685. Chair, Short Subdivision Committee Enclosure: Short Plat Map cc: Bob Giberson, Public Works Director 1 (please initial your approval) Chris Flores, Fire Chief InbcC-F' (please initial your approval) Timothy O'Brien, Owner King County Assessor, Accounting Division Department of Ecology, SEPA Division eitg al .J u11wiLa Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Minnie Dhaliwal , HEREBY DECLARE THAT: Project Number: L14-0034 Notice of Application X Notice of Decision Notice of Public Hearing ' Notice of Public Meeting Determination of Non- Significance Mitigated Determination of Non - Significance Determination of Significance & Scoping Notice Short Subdivision Agenda Notice of Application for Shoreline Mgmt Permit Shoreline Mgmt Permit Board of Appeals Agenda Packet Board of Adjustment Agenda Packet Official Notice Notice of Action Other: Was mailed to each of the addresses listed/attached on this 19th day of December, 2014 Project Name: Autozone BLA Project Number: L14-0034 Associated File Number (s): Mailing requested by: Minnie Dhaliwal ' Mailer's signature: W:\ADMIN\ADMIN FORMS\AFFIDAVIT OF DISTRIBUTION.DOC nt.zi),,t, 1); V City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 4313670 FAX (206) 431-3665 E-mail: planning@tukwilaWA.gov BOUNDARY LINE ADJUSTMENT NO. L14-0034 0 25 50 100 Illll 3:N1 SCALE: 1-.50' LEGEND: C,--3: LUMINAIRE C -O LIGHT POLE O POWER METER -0- POWER POLE GUY ANCHOR ® JUNCTION BOX • TELEPHONE MANHOLE ❑ CATCH BASIN ® STORM MANHOLE Q SANITARY SEWER MANHOLE • GAS METER • GAS VALVE 1 1 APN APN 1004000-08541 004000-0890 • • ti APN 004000-0853 CHNNUNK FENCE 0.7' N. OF UNE FOUND 5/8" REBAR/CAP LSf32428 (APRIL 2014) (KEYSTONE WALL • WATER VALVE LO7 - A FIRE HYDRANT BLA L05-068 28 66 WATER METER AFN 200 602 27 900007 - ---- X CHAIN LINK FENCE — W — WATER UNE — c GAS UNE OVERHEAD POWER UNE — SD — STORM UNE — 00 — SEWER UNE • FOUND REBAR/CAP (AS NOTED) • SET REBAR/CAP "BCE 46315" b FOUND MONUMENT IN CASE LEAD/TACK IN 4"X4" CONC CENTERLINE OF S. 144TH 5T WEST OF MILITARY ROAD W.G.S. 9314-903 NW CORNER SECTION 26 (APRIL 2014) - 58735'02"E 2652.07' 1873.86' S. 144TH ST, FOUND MONUMENT IN CASE 1/2' BRASS PLUG W/PUNCH IN CONC SET 0.70' BELOW GRADE INTX S. 144TH ST & 35TH AVE S (APRIL 2014) 867-44'34"E 2650.20' 682.54' 1413.79' 8. 148TH ST. 952.14' _.(1L FOUND MONUMENT IN CASE S88110'I0"E 2644.55' 3" BRASS DISK IN CONC SET 0.80' BELOW GRADE CENTERLINE OF S. 152ND ST ON WEST R -O -W UNE OF 32ND AVE S. STAMPED 'KONG COUNTY 1/4 CORNER 21/22' W1/4 SECTION 26 (APRIL 2014) g�tti� aQi � 1/71 1234.48' 1 N8752'55w 264827' -) H FOUND MONUMENT IN CASE 1/2" BRASS PLUG W/PUNCH IN CONC SET 0.65' BELOW GRADE (NIX S. 14419 ST & 42ND AVE S N1/4 SECTION 26 (APRIL 2014) 778.21' FOUND MONUMENT IN CASE 1.75' BRASS DISKIV/PUNCHIN 4i(4" 6066 SET 0.50' S_148T_H $T. l BELOW GRADE NIX S. 14619 ST 1006.12' & 42ND AVE S. (APRIL 2014) Ig FOUND MONUMENT IN CASE 1.75" BRASS 06K W/PUNCH IN 4"X4" CONC SET 0.60' BELOW GRADE INTX 5. 148TH ST & 42ND AVE S. (APRIL 2014) 88 Y! O 1692.41' 1 O S. 162ND ST. THEORETICAL CENTER OF SECTION SECTION SUBDIVISION 1" = 500' KEYSTONE WW1 0.1' W. OF UNE CNAINUNIG FENCE 0.5' W. OF UNE WATER -SEINER DISTRICT CONDOMINIUM VOL. 239, PGS. 58 4- 60 CHAINUNK FENCE W. OF UNE 0' GRAe I 91.49 DRIVEVEL .... 25.84 i�• m S. 148TH STREET3 --Na752'S5w a APN 004000-0 874 N87 2"'55'N 0761 CNAINUNK FENCE 1.9' S. OF L) ROCKERY S8748'441 91.49' caw 76 SF± 0 BLDG sa.r.._. ........ TO REMAN 721 SF± 2' POWER EASEMENT---__ RECf36911714. °, BLDG TO REMWN 552 SF± 31.3' 30.7' POSSESSION & USE AGREEMENT AREA REC#20020429000918 ' EASEMENT AREA REC#28020429000918 BLDG TO REMAIN 905 SF± - 14.4' L- tct m IC PARCEL A APN 004000-0865 BLDG TO I REMAIN 195 SF1 PARCEL 8 59,088 S0. FT, 1.36 AC. 010 LOT 19185 TO BE REMOVED e'' 2' POWER EASEMENT RECj3691172 ;BLDG T0, REMAIN 6U)G TO REMAIN 5800 55± 7885 SF± o-? PARCEL B APN 094000499 Qr TB752'S8w 5257 „G,H4t, 18215 72ND AVENUE SOUTH ":.�L-vvi �j KENT, WA 98032 (425)251-6222 c « , (425)251-8782 FAX P�. CML ENGINEERING, LAW PLANNING, OG?VMG ENGM4'� SURVEYING, ENARONNENTAL SFRWCE5 ORA WN BY KMA DATE 4/21/14 SCALE: 1" = 50 CHECKED 81: BOG JOB NO.: 18440 UNE TABLE UNE ENGIN BEARING L1 24.44' N216'29"E L2 5.11' 1487'45'37V L3 12.83' 8215'12"E L4 2.97' 963'41'29'W 15 13.36' N87 38'28w VOL. PG. CURVE TABLE CURVE f LENGTH RADIUS DELTA C1 3.93' 2.50' 9000'49" C2 3.97' 9.50' 23'56'59" N co U GO Q KANDERSON Xr to yr a .03 N Ii 0 00 m E 0 0 51 0 0 0 0 0 a PORTION OF THE NW1/4 & NE1/4 OF THE NW1/4 SECTION 22, T23N, R4E, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON SHEET 2 OF City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 4314670 FAX (206) 431-3665 E-mail: planning@tukwilaWA.gov BOUNDARY LINE ADJUSTMENT NO. L14-0034 DECLARATION KNOW ALL MEN BY THESE PRESENT THAT WE, THE UNDERSIGNED, OWNER(S) IN FEE SIMPLE OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A BOUNDARY UNE ADJUSTMENT THEREOF PURSUANT TO RCW 58.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNER(S). IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. TIMOTHY MICHAEL O'BRIEN DEBORAH DENISE O'BRIEN ACKNOWLEDGMENT STATE OF COUNTY OF SS. I I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT TIMOTHY MICHAEL O'BRIEN AND DEBORAH DENISE O'BRIEN ARE THE PEOPLE WHO APPEARED BEFORE ME, AND SAID PERSONS ACKNOWLEDGED THAT THEY SIGNED THIS INSTRUMENT, AND ACKNOWLEDGED IT TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED THIS DAY OF NOTARY PUBUC IN AND FOR THE STATE OF WASHINGTON PRINTED NAME RESIDING AT MY APPOINTMENT EXPIRES , 2014. S. 140TH ST. p0 S. 148TH ST. SITE S. 154TH ST. 518 VICINITY MAP N.T.8 5. 16071-1 ST. APPROVALS TUKWILA SHORT SUBDIVISION COMMII ILL APPROVAL RENEWED AND APPROVED BY THE SHORT SUBDIVISION COMMITTEE AND HEREBY CERTIFIED FOR FlUNG THIS DAY OF 2014 CHAIRPERSON, SHORT SUBDIVISION COMMITTEE KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED NIS DAY OF 2014. KING COUNTY ASSESSOR 004000-0885-06 & 004000-0995-09 TAX ACCOUNT NUMBERS RECORDER'S CERTIFICATE FILED FOR RECORD THIS DAY OF 2014 AT M IN 800K OF AT PAGES AT THE REQUEST OF BARGHAUSEN CONSULTING ENGINEERS, INC. MANAGER NIA SUPT. OF RECORDS EXISTING LEGAL DESCRIPTIONS: TITLE PARCEL A: THAT PORTION OF LOTS 8, 9 AND 27, BLOCK 7, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF THE WESTERLY MARGIN OF STATE HIGHWAY N0, 1 WITH THE NORTH UNE OF THE SOUTH 100 FEET OF SAID LOT 27; THENCE WESTERLY TO A POINT ON THE WEST UNE OF SAID LOT 27 WHICH IS 12 FEET NORTH AS MEASURED ALONG SAID WEST UNE, FROM ITS INTERSECTION WITH THE NORTH UNE OF THE SOUTH 100 FEET OF SAID LOT; THENCE NORTH ALONG THE WEST LINE OF SAID LOT 27 TO ITS INTERSECTION WITH THE NORTH LINE OF THE SOUTH 300 I- OF SAID LOT; THENCE CONTINUING NORTH ALONG THE WEST UNE OF SAID LOTS 27 AND 8 A DISTANCE OF 150 F THENCE EAST TO AN INTERSECTION WITH THE WESTERLY MARGIN OF SND STATE HIGHWAY NO. 1; *� THENCE SOUTHERLY. ALONG SAID WESTERLY MARGIN, TO THE POINT OF BEGINNING; ALSO THE EAST 91.47 FEET OF LOT 28 IN SAID BLOCK 7; EXCEPT A PORTION THEREOF CONVEYED TO KING COUNTY FOR SOUTH 148TH STREET BY INSTRUMENT RECORDED IN VOLUME 1768 OF DEEDS ON PAGE 394 UNDER RECORDING NUMBER 2978335, IN KING COUNTY, WASHINGTON; ALSO THE SOUTH 62.85 FEET OF THE EAST 91.47 FEET OF LOT 7 IN SAID BLOCK 7. TITLE PARCEL 13: THAT PORTION OF THE SOUTH 100 FEET OF LOT 27, BLOCK 7, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON, LYING WEST OF THE WEST MARGIN OF STATE HIGHWAY #1, AND THAT PORTION OF LOT 27 BLOCK 7, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE WEST LINE OF SAID LOT 27 WITH THE NORTH UNE OF THE SOUTH 100 FEET THEREOF; THENCE NORTH ALONG SAID WEST UNE 12 FEET; THENCE SOUTHEASTERLY TO THE POINT OF INTERSECTION OF THE NORTH LINE OF SAID SOUTH 100 FEET WITH THE WEST LINE OF STATE HIGHWAY #1; THENCE WEST ALONG SAID NORTH UNE TO THE POINT OF BEGINNING. 11TLE NOTES: PER FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE, ORDER N0. NCS -556965 -NAS, DATED APRIL 1, 2014: 1-2. NOT APPUCABLE TO BE SHOWN ON SURVEY. 3. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON SND PREMISES FOR SOUTH 148TH STREET AS GRANTED 8Y DEED RECORDED UNDER RECORDING N0. 2978335. (NOT PLOTTABLE - BLANKET IN NATURE) 4. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: 3691171 IN FAVOR 01: PUGET SOUND POWER & LIGHT COMPANY FOR: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM (SHOWN) 5. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: 4474762 IN FAVOR OF: CITY OF SEATTLE FOR: ELECTRIC SERVICE (SHOWN) 6. A DOCUMENT ENTITLED "POSSESSION AND USE AGREEMENT", EXECUTED BY AND BETWEEN TIMOTHY MICHAEL O'BRIEN AND DEBORAH DENISE O'BRIEN, HUSBAND AND WIFE AND CITY OF TUKWILA RECORDED APRIL 29, 2002, AS INSTRUMENT N0. 20020429000918 OF OFFICIAL RECORDS. (SHOWN) 7-10. NOT APPUCABLE TO BE SHOWN ON SURVEY. 11. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: 3691172 IN FAVOR OF: PUGET SOUND POWER & UGHT COMPANY FOR: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM (SHOWN) SURVEYOR'S NOTES: HORIZONTAL DATUM: BASIS OF BEARINGS FOR THIS SURVEY IS NAD 83/91 PER CITY OF SEATTLE. CITY OF SEATTLE CONTROL POINT N0. 93H-903 WAS HELD FOR POSITION AND A LINE BETWEEN POINT 934-903 AND 93H-902 WAS HELD FOR ROTATION, BEING SOUTH 8739'50' EAST. PROCEDURE / NARRATIVE: A FIELD TRAVERSE USING A SPECTRA PRECISION FOCUS 30 AND A SPECTRA PRECISION RANGER DATA COLLECTOR SUPPLEMENTED WITH FIELD NOTES, WAS PERFORMED, ESTABLISHING THE ANGULAR, DISTANCE, AND VERTICAL RELATIONSHIPS BETWEEN THE MONUMENTS, PROPERTY ONES AND IMPROVEMENTS. THE RESULTING DATA MEETS OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090. REFERENCE SURVEYS: 1. PLAT OF ADAMS HOME TRACTS, VOL. 11, PG 31. UTILITY NOTE 1. APPROXIMATE UTILITY LOCATIONS PER INC. CONSULTANT SURVEY, NOT FIELD LOCATED BY BARGHAUSEN CONSULTING ENGINEERS, ZONING NOTE: THIS SITE IS ZONED NCC - NEIGHBORHOOD COMMERCIAL CENTER. PLEASE REFER TO TUKWILA MUNICIPAL CODE CHAPTER 18.22 FOR SPECIFICS REGARDING DEVELOPMENT STANDARDS AND SETBACKS. OLD LOT AREAS: TITLE PARCEL A: 74,083 SQ. FT. TITLE PARCEL 6: 4,058 SQ. FT. NEW WT AREAS: PARCEL A: 19,053 SQ. FT. PARCEL B: 59,086 SO. FT. LAND SURVEYOR'S CERTIFICATE: THIS BOUNDARY UNE ADJUSTMENT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH STATE AND COUNTY STATUTES IN APRIL, 2014. 8/5/14 'BRIAN D. GILLOOLY, P WASHINGTON REGI N NO. 46315 DATE VOL. PG. NEW LEGAL DESCRIPTIONS: PARCEL A: THAT PORTION OF LOTS 8, 9, 26 AND 27 OF BLOCK 7, PLAT OF ADAMS HOME TRACTS, RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE 50014WEST CORNER OF SAID LOT 8; THENCE NORTH 01'03'26" EAST, 62.86 FEET ALONG THE WEST LINE OF SAID LOT 8 TO THE NORTH LINE OF THE SOUTH 62.85 FEET OF SAID LOT 8 AND TRUE POINT OF BEGINNING; THENCE SOUTH 46'40'36" EAST, 37.37 FEET; THENCE SOUTH 814.V1- WT, 26.39 rim; 1,THENCE9SOUTH 05r16', 9" WEST, 24.44 FEET; THENCE SOUTH 87437" ALVAG 5.11 FEET TO A POINT OF TANGENCY; .Y . THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 2.50 FEET, THROU THENCE SOUTHEAST CE ANGLE,*OF 98810' THENC SOUTH 0715'12" THENCE SOUTH 63'41'29" THENCE EASTERLY ALONG ANGLE OF 23'56'59", AND THENCE SOUTH 8738'28" THENCE SOUTH 69'43'35" THENCE NORTH 20'07'21" THENCE NORTH 8752'55' THENCE SOUTH 01'03'26" PARCEL B: WEST, 12.83 FEET;�..V... EAST, 2.97 FEET TO A POINT OF TANGENCY; THE ARC OF A CURVE TO THE LEFT, HAVING A AN ARC LENGTH OF 3.97 FEET; EAST, 13.36 FEET; EAST, 45.76 1-11.1 TO THE WEST MARGIN OF TUKWILA INTERNATIONAL BOULEVARD; EAST, 162.41 FEET ALONG SAID WEST MARGIN; WEST, 176.98 FEET TO THE WEST UNE OF SAID LOT 8; WEST, 73.62 FEET ALONG SAID WEST UNE TO THE TRUE POINT OF BEGINNING. U.) C. RADIUS OF 9.50 FEET, THROUGH A CENTRAL THAT PORTION OF LOTS 7, 8, 26, 27 AND 28 OF BLOCK 7, PLAT OF ADAMS HOME TRACTS, RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 8; THENCE NORTH 01'03'26" EAST, 62.86 FEET ALONG THE WEST UNE OF SAID LOT 8 TO THE 62.85 FEET OF SAID LOT 8 AND TRUE POINT OF BEGINNING; THENCE SOUTH 46'40'36" EAST, 37.37 Fitt; THENCE SOUTH 8743'31" EAST, 26.39 TEL I; THENCE SOUTH 0716'29" WEST, 24.44 FEET; THENCE SOUTH 8745'37" EAST, 5.11 FEET TO A POINT OF TANGENCY; THENCE SOUTHEASTERLY ALONG THE ARC OF A CURVE TO THE RIGHT, CENTRAL ANGLE OF 90'00'49", AND AN ARC LENGTH OF 3.93 FEET; THENCE SOUTH 0715'12" WEST, 12.83 FEET; THENCE SOUTH 63'41'29" EAST, 2.97 FEET TO A POINT OF TANGENCY; THENCE EASTERLY ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A ANGLE OF 2756'59", AND AN ARC LENGTH OF 3.97 FEET; THENCE SOUTH 8738'28" EAST, 13.36 FEET; THENCE SOUTH 69'43'35" EAST, 45.76 FEET TO THE WEST MARGIN OF TUKWILA INTERNATIONAL BOULEVARD; THENCE SOUTH 20'0721" WEST, 300.22 FEET ALONG SAID WEST MARGIN TO THE NORTH LINE OF THAT PORTION CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING N0. 2978335; THENCE NORTH 8752'55" WEST, 117.33 FEET ALONG SAID NORTH LINE TO THE WEST UNE OF THE EAST 91.47 FEET OF SAID LOT 28; THENCE NORTH 01'03'26" EAST, 366.54 FEET ALONG SAID WEST LINE TO THE NORTH LINE OF THE SOUTH 62.85 FEET OF SAID LOT 7; THENCE SOUTH 8748'44" EAST, 91.49 FEET ALONG SAID NORTH UNE TO THE TRUE POINT OF BEGINNING. NORTH UNE OF THE SOUTH HAVING A RADIUS OF 2.50 FEET, THROUGH A RADIUS OF 9.50 FEE', THROUGH A CENTRAL NOTES: 1. RECIPROCAL EASEMENT AGREEMENT BETWEEN TIMOTHY AND DEBORAH O'BRIEN AND ZUTOZONE DEVELOPMENT CORPORATION RECORDED UNDER RECORDING NO. RECORDS OF KING COUNTY, WASHINGTON, CONTAINING RECIPROCAL EASEMENT AGREEMENT FOR SHARED ACCESS, PARKING, STORM DRAINAGE, RETAINING WALLS, LANDSCAPING AND OTHER UTILITIES. Li$1-pak i P� 18215 72ND AVENUE SOUTH KENT. WA 98032 (425)251-6222 c (425)251-8782 FAX s P.b' CML ENGINEERING, LAND PUNNING, AA4'0 ENGtiM SURVEYING, ENNRO84ENUL SEAYICES ADRAWN 8Y KMA DATE 4/21/14 SCALE: N/A CHECKED BY: BDG JOB NO.: 10440 PORTION OF THE NW1/4 & NE1/4 OF THE NW1/4 SECTION 22, T23N, R4E, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON • 5 CD Q SHEET 1 OF 22222 Minnie Dhaliwal From: Minnie Dhaliwal Sent: Tuesday, September 30, 2014 4:51 PM To: 'Jason Hubbell' Subject: RE: BLA Review for AutoZone Jason, Please provide a signed copy of the BLA document for the city's approval signatures. There is one typo on the first page under notes-Autozone is spelled with a Z, so please fix that on the copy for signatures. I left you a voicemail with the same message. Minnie ��icuue 7,4alicuad Planning Supervisor 'City of Tukwila 6300 Southcenter Blvd, Suite 100 'Tukwila, WA 98188 Ph. 206-431-3685 Minnie.DhaliwalPTukwilaWA.gov The City of choice, the community of opportunity From: Jason Hubbell [mailto:jhubbell@barghausen.com] Sent: Tuesday, September 30, 2014 8:08 AM To: Minnie Dhaliwal Cc: David Cline Subject: RE: BLA Review for AutoZone Any update Minnie? From: Minnie Dhaliwal [mailto:Minnie.Dhaliwal@TukwilaWA.gov] Sent: Thursday, September 25, 2014 12:59 PM To: Jason Hubbell Cc: David Cline Subject: RE: BLA Review for AutoZone I checked with Dave McPherson (Public Works) if he had heard back from the city attorney. He had not. We will try and reach the city attorney tomorrow and let you know if any changes are necessary on the reciprocal easement document. From: Jason Hubbell[mailto:ihubbell@barghausen.com] Sent: Thursday, September 25, 2014 7:38 AM To: Minnie Dhaliwal Cc: Bramlitt, Mitch (mitch.bramlitt@autozone.com) Subject: RE: BLA Review for AutoZone Any update Minnie? 1 From: Jason Hubbell Sent: Monday, September 22, 2014 8:22 AM To: 'Minnie Dhaliwal' Cc: Bramlitt, Mitch (mitch.bramlitt(aautozone.com) Subject: RE: BLA Review for AutoZone Minnie, Any update on the BLA review and when we will hear back from you? Thanks From: Jason Hubbell Sent: Monday, September 15, 2014 11:43 AM To: 'Minnie Dhaliwal' Cc: Bramlitt, Mitch (mitch.bramlitt(aautozone.com) Subject: RE: BLA Review for AutoZone Minnie, Thanks for catching up with me just now. Sounds like just waiting on one item with public works and then you will get back to us. Also you indicated that the city can issue the building permit with the recordation of the BLA being a requirement of occupancy which is good news for us. We will obviously be working diligently to record it just as soon as we can. I will check back in with you again later this week. Thanks From: Jason Hubbell Sent: Thursday, September 11, 2014 2:02 PM To: 'Minnie Dhaliwal' Cc: Bramlitt, Mitch (mitch.bramlitt(aautozone.com) Subject: RE: BLA Review for AutoZone Minnie, Just left you a voicemail as well but please let us know the status of your second review when you get a minute. Thanks From: Jason Hubbell Sent: Tuesday, September 09, 2014 2:22 PM To: 'Minnie Dhaliwal' Subject: BLA Review for AutoZone Minnie, Do I follow up with you on the BLA review for AutoZone? If so do you know status and when we can expect to hear back? Thanks Jason Hubbell, P.E. Senior Project Engineer Barghausen Consulting Engineers, Inc. 2 Minnie Dhaliwal From: Don Tomaso Sent: Monday, September 08, 2014 6:21 PM To: Minnie Dhaliwal Subject: L14-0034 Importance: High Minnie, No comments at this time, the access easement allows the access that I was looking for. Don Don Tomaso Battalion Chief Fire Marshal City of Tukwila don.tomaso@tukwilawa.gov Direct Line 206-971-8723 Office Line 206-575-4407 tcaNYZ The city ofopportunity, the community of choice. NOTICE: All emails, and attachments, sent to and from Tukwila Fire Department are public records and may be subject to disclosure pursuant to the Public Records Act (RCW 42.56) 0400 City of Tukwila Department of Community Development File Number L14-0034 LAND USE PERMIT ROUTING FORM TO: ..Building 1❑1 Planning I❑I Public Works In Fire Dept. Police Dept. ,Parks/Rec Project: Autozone BLA Address: 14625 Tukwila International Blvd Date transmitted: 9/2/14 Response requested by: 9/12/14 Staff coordinator: Minnie Dhaliwal Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) Plan check date: Comments prepared by: Update date: Ea RECEIVED V 0 sGy o V G01"J <r�N� AUG August 6, 2014 C0Mts.Atim ri COURIER DELIVERY QFVbt_opMkNT CIVIL ENGINEERING, LAND PLANNING, SURVEYING Minnie Dhaliwal Planning Supervisor City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 RE: Revised Boundary Line Adjustment AutoZone Related File No. L14-0034 Our Job No. 16440 Dear Minnie: We have revised the plans and technical documents for the above -referenced project in accordance with your comment letter dated July 23, 2014. Enclosed are the following documents for your review and approval: 1. Four (4) sets of the revised Boundary Line Adjustment drawings (full size) 2. One (1) set of the revised Boundary Line Adjustment drawings (11"x17") 3. One (1) draft Reciprocal Easement Agreement 4. One (1) copy of the executed Sensitive Area Covenant and Hold Harmless Agreement The following outline provides each of your comments in italics exactly as written, along with a narrative response describing how each comment was addressed: 1. Please provide a site plan of the proposed Autozone parcel showing the proposed building and other improvements in relationship to the proposed lot layout. The proposed layout appears to not follow any existing or proposed improvements and splits the drive aisle at an angle. Is it possible to straighten the lines to follow some logical pattern? For example one option may be to have the layout as shown in blue line in the attached plot plan. Response: Not required. 2. See attached comments from Public Works regarding reciprocal easement agreement between Parcel A and Parcel B and Sensitive Area covenant. Response: The Reciprocal Easement Agreement note has been added to Sheet 1 of the BLA. 3. Label File Number L 14-0034 on top left hand corner of sheet 1 of 2. Response: The file number has been added to Sheet 1 as requested. 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 (425) 251-8782 FAX BRANCH OFFICES • TUMWATER, WA • LONG BEACH, CA • ROSEVILLE, CA • SAN DIEGO, CA www.barghausen.com Minnie Dhaliwal Planning Supervisor City of Tukwila 2 August 6, 2014 Public Works Comments dated June 13, 2014: Provide a `Draft' copy of a Reciprocal Easement Agreement. There is common access, parking, storm drainage, retaining walls, landscaping, and other utilities between the new Parcel B' and the new Parcel 'A'. Response: A draft copy of the Reciprocal Easement Agreement is enclosed for your review. BLA Survey Site Map 1. Provide a Reciprocal Easement Agreement (NOTE) on the BLA Survey Site Map. SAMPLE (for information only) follows: Reciprocal Easement Agreement between (new parcel 'A) and (new parcel B') recorded under recording no. , records of King County, Washington, containing Reciprocal Easement Agreement for shared access, parking, storm drainage, retaining walls, landscaping, and other utilities. Response: The Reciprocal Easement Agreement note has been added to Sheet 1 of the BLA. Miscellaneous Comments 1. Transportation Impact fee applies to Building permit no. D14-0138 in the amount of $15,057.24; based on Commercial — Retail (Auto Parts Sales) in Zone 3 ($2.04 x 7,381 sq ft/GFA = $15,057.24). Fee based on Public Works Bulletin A3 — Pavement Mitigation and Transportation Impact Fees. Response: Acknowledged. 2. As part of Building permit no. D14-0138 Property Owner shall sign with Notary a Sensitive Area Covenant and Hold Harmless Agreement — See `Draft' Agreement - enclosed. Response: The Sensitive Area Covenant and Hold Harmless Agreement is complete, executed and a copy is included in this package. Please route the enclosed application documents for review at your earliest convenience. If you have any questions or need additional information, please contact me at this office. Thank you. Sincerely, Jason Hubbell, P.E. Senior Project Engineer JGH/ca 16440c.006.doc enc: As Noted cc: Mitch Bramlitt, AutoZone, Inc. Kimberly Anderson, Barghausen Consulting Engineers, Inc. Karen E. Harris, Barghausen Consulting Engineers, Inc. RECEIVED NIG 0 6 2O1 { DECLARATION OF EASEMENTS, COVENANTS, CONDITIONS 1*-"-Luilv,L141 AND RESTRICTIONS THIS DECLARATION OF EASEMENTS, COVENANTS, CONDITIONS AND RESTRICTIONS (the "Agreement") is made as of , 2014, by Timothy M. O'Brien and Deborah D. O'Brien ("O'Brien"). WITNESSETH: WHEREAS, O'Brien is the fee simple owner of certain real property located on Tukwila International Boulevard, in the City of Tukwila, County of King, and State of Washington, as depicted on Exhibit "A" (the "Property"); WHEREAS, the Property is, or will be, subdivided into two (2) separate parcels ("Parcel A" and "Parcel B"); and WHEREAS, O'Brien (as Landlord) and AutoZone Development Corporation, a Nevada corporation (as Tenant) ("AutoZone") are parties to that certain Ground Lease dated as of February 20, 2013, whereby Landlord agreed to lease Parcel A to Tenant, and Tenant agreed to lease Parcel A from Landlord; WHEREAS, AutoZone intends to construct a retail auto parts, supplies and accessories store and other improvements on Parcel A; and WHEREAS, O'Brien now desires to create and establish certain easements, covenants, conditions and restrictions to run with the land on Parcel A and Parcel B. NOW THEREFORE, for and in consideration of the premises, and the covenants herein contained, O'Brien does hereby create and establish easements for: (i) ingress and egress for vehicular and pedestrian traffic; (ii) for cross parking on Parcel B for the benefit of Parcel A; (iii) storm drainage and/or storm water detention; (iv) retaining wall(s); (v) landscaping; and (vi) utilities over and across Parcel A and Parcel B, for the benefit of the record owners, occupants, tenants, successors, assigns and invitees from time to time of Parcel A and Parcel B as follows: 1. No part of Parcel B shall be used as an automobile parts store or for the sale of automobile parts, supplies or accessories for off -premises installation. Notwithstanding the foregoing, this restriction shall not apply to any business whose principal business is a drugstore and/or pharmacy, grocery store, department store, variety store, hardware store, home improvement store or any other seller of a broad mix of general merchandise which sells automobile parts as an incidental part of its general merchandise business; provided that, no business sells automobile carburetors, starters, brakes, alternators, fuel pumps, water pumps or other coolant pumps for off -premises installation. 2. O'Brien grants, for the benefit of Parcel A and Parcel B, a non-exclusive access easement over and across any and all driveways and drive aisles (whether now existing or in the future to exist) located on Parcel A and Parcel B, and as they may exist from time to time, for the purposes of two-way vehicular and pedestrian traffic (the "Access Easement Area"). The Access Easement Area shall be kept free and clear from obstacles or obstructions which would prevent or hinder the free passage of vehicular or pedestrian traffic within or across the Access 1 Easement Area except temporarily, for reasonable times and in a reasonable manner, for purposes of performing work permitted by this Agreement. 3. O'Brien grants, for the benefit of Parcel A, parking easements over and across any and all parking areas located on Parcel B (whether now existing or in the future to exist). 4. Upon development of the respective parcels, O'Brien (or the parcel owner, or tenant of said parcel owner, as the case may be) may construct certain improvements on that portion of the easements which exists on that party's respective parcel for the purposes described herein, which may include, without limitation, the Access Easement Area, a parking area, storm drainage and/or storm water detention, retaining wall, landscaping and utilities (the "Improvements"). All development and construction costs of the Improvements shall be at that party's sole cost and expense and in accordance with all governmental regulations. All construction of the Improvements shall be performed in a good and workmanlike manner. 5. O'Brien (or the parcel owner, or tenant of said parcel owner, as the case may be) shall, at all times, maintain that portion of the easements (and any Improvements to such easements) located on that party's respective parcel in good repair, clean and clear of snow, ice, rubbish, and debris, properly drained, and adequately lighted, at that party's sole cost and expense, which shall include the incidental rights of maintenance and repair including, but not limited to, repair of pot holes, deterioration or damages, cleaning and weed control and repaving, if necessary. 6. Intentionally omitted. 7. O'Brien grants such easements over Parcel A and Parcel B as are reasonably necessary in order to install and/or deliver utilities, storm drainage and/or storm water detention, retaining wall, parking and landscaping to Parcel A and Parcel B. 8. Any and all notices required or permitted to be given under this Agreement shall be in writing, postage and/or shipping and delivery pre -paid and shall be sent by U.S. Postal Service Certified Mail with Return Receipt Requested or via a national overnight (or 2d day) courier service requiring a signature upon delivery (such as Federal Express) to: If by U.S. Postal Service Certified Mail: Mr. and Mrs. Timothy M. O'Brien 14217 59th Avenue South Tukwila, WA 98188 9. As used in this Agreement, unless the context clearly otherwise requires, O'Brien shall mean, with respect to each parcel, the record owner(s) from time to time of an interest in fee simple in all or any part of Parcel A or Parcel B whether such owner be one or more persons or entities, and AutoZone shall mean, the leasehold tenant of Parcel A. 10. Nothing contained herein shall be deemed to be a gift or dedication of any portion of any property to the general public. This Agreement shall not be construed as conferring upon any third party any right or benefit and any and all claims which may arise hereunder may be enforced solely by the parties and their respective successors and assigns. 2 11. No waiver of any provision hereof shall be deemed to constitute or imply a further waiver thereof of any other provision set forth herein. Unless the context in which used clearly requires another construction, throughout this Agreement, the masculine gender shall be deemed to include the neuter of feminine or both, the neuter gender shall include the masculine or both, and the singular of terms shall include the plural and vice versa. Each exhibit described herein is hereby attached hereto and incorporated herein by reference. If any one or more of the provisions contained herein shall be held invalid, illegal or unenforceable for any reason, such invalidity, illegality or unenforceability shall not affect any other provisions hereof, which shall be construed as if such invalid, illegal or unenforceable provision had never been contained herein. The parties intend that if any provision hereof is capable of two constructions, one of which would render the provision void and the other of which would render the provision valid, then the provision shall have the meaning which renders it valid. 12. If any legal action or other proceeding is brought for the enforcement hereof, or because of an alleged dispute, breach, default or misrepresentation in connection with any provisions hereof, the successful or prevailing party or parties shall be entitled to recover attorneys' fees, court costs, and all expenses even if not taxable as court costs (including, without limitation, all such fees, costs and expenses incident to appeals), incurred in that action or proceeding, in addition to any other relief to which such party or parties may be entitled. 13. Any amendment to this Agreement shall require the prior written consent of all owners of Parcel A and Parcel B. Notwithstanding the above, any amendment to the use restriction in Section 1 shall at all times (and whether or not if AutoZone owns or leases any portion of Parcel A) require the prior written consent of AutoZone or its corporate successors or assigns. In the event there are easements of record prior to this Agreement providing for any matters stated herein, then this Agreement shall amend any prior documents with respect to all property mentioned herein. 14. O'Brien hereby represents that it is the fee simple owner of Parcel A and Parcel B. 15. THIS AGREEMENT SHALL BE GOVERNED BY AND CONSTRUED IN ACCORDANCE WITH THE INTERNAL LAWS OF THE STATE OF WASHINGTON, WITHOUT REFERENCE TO ITS PRINCIPLES OF CONFLICTS OF LAW. 16. This Agreement constitutes the entire Agreement pertaining to the subject matter contained herein and supersedes all prior and contemporaneous agreements, representations and understandings, oral or otherwise, with respect to the matters contained herein. 3 IN WITNESS WHEREOF, O'Brien has executed this Agreement on the date hereinabove. TIMOTHY M. O'BRIEN AND DEBORAH D. O'BRIEN By: By: STATE OF WASHINGTON ) ) SS.: COUNTY OF ) Personally appeared before me, the undersigned, a Notary Public within and for said State and County, duly commissioned and qualified, Timothy M. O'Brien and Deborah D. O'Brien, with whom I am personally acquainted, or proved to me on the basis of satisfactory evidence, and who, upon oath, acknowledged that they executed the foregoing instrument, for the purposes therein contained. WITNESS my hand and seal this day of , 2014. Notary Public My Commission Expires: 4 EXHIBIT "A" 5 114 wiJIJ RECEIVED AUG 06 2014 COMIAl11,11 1 Y DEVbLOPMENT City Clerk- 11-1111ilb 62O Soutbmterikulav WA 98188 .ntraor TImotivilirte-41,aii indivliiiikii CiTanict: the thy of"rttimile, n Vesbillgtuti Towd1411-311 orPd140:10 'Legal Dicrfoloii WA) o!i'PrOrtirin t1 hNVi tir 1 if0. NWAI $ec 2iT..2:4 N.1 Tt 4 TE:, • WIM. Von J.ceni riescriptitin; AMS BMW TRS 1 LOB N 2418.,0 rir LEM. W )7,33 FT ig! POT. S OP 1,,T4 45Q N $ OF In it,& -POR 9 WLY OF ST Itn & S Of UN -450 N S 1LN & 27 LASS S f 001&LiSPOLY1TLNRNNO FR PT 12 i\T COR STY g0 FT TO INTO 013 S 110 Vr Si) LOT &-WLYJA Clit $110) & 101.47 PT OF28LIiSS ST Vinicttlintyi Accts$ti:r'i TR** PIirgiaIDmalien: m400043865 SENSITIVE ARMA, COAT1VANT AND 1101,1) IIARIVELESA ,AL-atER PorrulkiT hatotics9 aornpmgat i6 ntdinto bets Thoolty iii inclivid41. 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NOTARY ii Sim or ° City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 431-3670 FAX (206) 431.3665 E-mail: planning@tukwilaWA.gov BOUNDARY LINE ADJUSTMENT NO. L14-0034 DECLARATION KNOW ALL MEN BY THESE PRESENT THAT WE, THE UNDERSIGNED, OWNER(S) IN FEE SIMPLE OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A BOUNDARY LINE ADJUSTMENT THEREOF PURSUANT TO RCW 58.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNER(S). IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. TIMOTHY MICHAEL O'BRIEN DEBORAH DENISE O'BRIEN ACKNOWLEDGMENT STATE OF COUNTY OF SS. 1 CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT TIMOTHY MICHAEL O'BRIEN AND DEBORAH DENISE O'BRIEN ARE THE PEOPLE WHO APPEARED BEFORE ME, AND SAID PERSONS ACKNOWLEDGED THAT THEY SIGNED THIS INSTRUMENT, AND ACKNOWLEDGED IT TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED THIS DAY OF 2014. NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON PRINTED NAME RESIDING AT MY APPOINTMENT EXPIRES VICINITY MAP N.T.8 APPROVALS TUKWLA SHORT SUBDIVISION COMMITTEE APPROVAL REVIEWED AND APPROVED BY THE SHORT SUBDIVISION COMMITTEE AND HEREBY CERTIFIED FOR FILING THIS __ DAY OF 2014. CHAIRPERSON, SHORT SUBDIVISION COMMITTEE KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS DAY OF 2014. KING COUNTY ASSESSOR 004000-0865-06 & 004000-0995-09 TAX ACCOUNT NUMBERS EXISTING LEGAL DESCRIPTIONS: TITLE PARCEL k THAT PORTION OF LOTS 8, 9 AND 27, BLOCK 7, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF THE WESTERLY MARGIN OF STATE HIGHWAY N0. 1 WITH THE NORTH LINE OF THE SOUTH 100 FEET OF SAID LOT 27; THENCE WESTERLY TO A POINT ON THE WEST LINE OF SAID LOT 27 WHICH IS 12 FEET NORTH AS MEASURED ALONG SAID WEST UNE, FROM ITS INTERSECTION WITH THE NORTH UNE OF THE SOUTH 100 FEET OF SAID LOT; THENCE NORTH ALONG THE WEST UNE OF SAID LOT 27 TO ITS INTERSECTION WITH THE NORTH UNE OF THE SOUTH 300 FEET OF SAID LOT; THENCE CONTINUING NORTH ALONG THE WEST UNE OF SAID LOTS 27 AND 8 A DISTANCE OF 150 FEET; THENCE EAST TO AN INTERSECTION WITH THE WESTERLY MARGIN OF SAID STATE HIGHWAY NO. 1; THENCE SOUTHERLY, ALONG SAID WESTERLY MARGIN, TO THE POINT OF BEGINNING; ALSO THE EAST 91.47 FEET OF LOT 28 IN. SAID BLOCK 7; EXCEPT A PORTION THEREOF CONVEYED TO KING COUNTY FOR SOUTH 148TH STREET BY INSTRUMENT RECORDED IN VOLUME 1768 OF DEEDS ON PAGE 394 UNDER RECORDING NUMBER 2978335, IN KING COUNTY, WASHINGTON; ALSO THE SOUTH 62.85 FEET OF THE EAST 91.47 FEET OF LOT 7 IN SAID BLOCK 7. TITLE PARCEL 8: THAT PORTION OF THE SOUTH 100 FEET OF LOT 27, BLOCK 7, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON, LYING WEST OF THE WEST MARGIN OF STATE HIGHWAY #1, AND THAT PORTION OF LOT 27 BLOCK 7, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE WEST LINE OF SAID LOT 27 WITH THE NORTH UNE OF THE SOUTH 100 FEET THEREOF; THENCE NORTH ALONG SAID WEST UNE 12 FEET; THENCE SOUTHEASTERLY TO THE POINT OF INTERSECTION OF THE NORTH UNE OF SAID SOUTH 100 FEET WITH THE WEST LINE OF STATE HIGHWAY #1; THENCE WEST ALONG SAID NORTH UNE TO THE POINT OF BEGINNING. TITLE NOTES: PER FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE, ORDER NO. NCS -556965 -NAS, DATED APRIL 1, 2014: 1-2. NOT APPLICABLE TO BE SHOWN ON SURVEY. 3. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON SAID PREMISES FOR SOUTH 148TH STREET AS GRANTED BY DEED RECORDED UNDER RECORDING NO. 2978335. (NOT PLOTTABLE - BLANKET IN NATURE) 4. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: 3691171 IN FAVOR OF: PUGET SOUND POWER & UGHT COMPANY FOR: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM (SHOWN) 5. EASEMENT. INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: 4474762 IN FAVOR OF: CITY OF SEATTLE FOR: ELECTRIC SERVICE (SHOWN) 6. A DOCUMENT ENTITLED "POSSESSION AND USE AGREEMENT", EXECUTED BY AND BETWEEN TIMOTHY MICHAEL O'BRIEN AND DEBORAH DENISE O'BRIEN, HUSBAND AND WIFE AND CITY OF TUKWILA RECORDED APRIL 29, 2002, AS INSTRUMENT NO. 20020429000918 OF OFFICIAL RECORDS. (SHOWN) 7-10. NOT APPUCABLE TO BE SHOWN ON SURVEY. 11. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: 3691172 IN FAVOR OF: PUGET SOUND POWER & UGHT COMPANY FOR: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM (SHOWN) SURVEYOR'S NOTES: HORIZONTAL DATUM: BASIS OF BEARINGS FOR THIS SURVEY IS NAD 83/91 PER CITY OF SEATTLE. CITY OF SEATTLE CONTROL POINT NO. 93H-903 WAS HELD FOR POSITION AND A LINE BETWEEN POINT 93H-903 AND 93H-902 WAS HELD FOR ROTATION, BEING SOUTH 8739'50" EAST. PROCEDURE / NARRATIVE A FIELD TRAVERSE USING A SPECTRA PRECISION FOCUS 30 AND A SPECTRA PRECISION RANGER DATA COLLECTOR SUPPLEMENTED WITH FIELD NOTES, WAS PERFORMED, ESTABUSHING THE ANGULAR, DISTANCE, AND VERTICAL RELATIONSHIPS BETWEEN THE MONUMENTS, PROPERTY UNES AND IMPROVEMENTS. THE RESULTING DATA MEETS OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090. REFERENCE SURVEYS: 1. PLAT OF ADAMS HOME TRACTS, VOL. 11, PG 31. UTILITY NOTE 1. APPROXIMATE UTILITY LOCATIONS PER CONSULTANT SURVEY, NOT FIELD LOCATED BY BARGHAUSEN CONSULTING ENGINEERS, INC. ZONING NOTE: THIS SITE IS ZONED NCC - NEIGHBORHOOD COMMERCIAL CENTER. PLEASE REFER TO TUKWILA MUNICIPAL CODE CHAPTER 18.22 FOR SPECIFICS REGARDING DEVELOPMENT STANDARDS AND SETBACKS. OLD LOT AREAS: TITLE PARCEL A: 74,083 SQ. FT. TITLE PARCEL B: 4,058 SQ. F. NEW LOT AREAS: PARCEL A: 19,053 SQ. FT. PARCEL B: 59,088 SQ. FT. VOL. PG. NEW LEGAL DESCRIPTIONS: PARCEL A THAT PORTION OF LOTS 8, 9, 26 AND 27 OF BLOCK 7, PLAT OF ADAMS HOME TRACTS, RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 8; THENCE NORTH 01"03'26" EAST, 62.86 FEET ALONG THE WEST LINE OF SAID LOT 8 TO THE NORTH LINE OF THE SOUTH 62.85 FEET OF SAID LOT 8 AND TRUE POINT OF BEGINNING; THENCE SOUTH 46'40'36" EAST, 37.37 FEET; THENCE SOUTH 8743'31" EAST, 26.39 FEET; THENCE SOUTH 0716'29" WEST, 24.44 FEET; THENCE SOUTH 8745'37" EAST. 5.11 FEET TO A POINT OF TANGENCY; THENCE SOUTHEASTERLY ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 2.50 FEET, THROUGH A CENTRAL ANGLE OF 90'00'49", AND AN ARC LENGTH OF 3.93 FEET; THENCE SOUTH 02'15'12" WEST, 12.83 FEET; THENCE SOUTH 63'41'29" EAST, 2.97 ILE1 TO A POINT OF TANGENCY; THENCE EASTERLY ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 9.50 FEET, THROUGH A CENTRAL ANGLE OF 23'56'59", AND AN ARC LENGTH OF 3.97 FEET; THENCE SOUTH 8738'28" EAST, 13.36 FEET; THENCE SOUTH 69'43'35" EAST, 45.76 FEET TO THE WEST MARGIN OF TUKWILA INTERNATIONAL BOULEVARD; THENCE NORTH 20'07'21" EAST, 162.41 FEET ALONG SAID WEST MARGIN; THENCE NORTH 8752'55" WEST, 176.98 FEET TO THE WEST UNE OF SAID LOT 8; THENCE SOUTH 01'03'26" WEST. 73.62 FEET ALONG SAID WEST UNE TO THE TRUE POINT OF BEGINNING. PARCEL B: THAT PORTION OF LOTS 7, 8, 26, 27 AND 28 OF BLOCK 7, PLAT OF ADAMS HOME TRACTS, RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 8; THENCE NORTH 01'03'26" EAST, 62.86 FEET ALONG THE WEST LINE 62.85 FEET OF SAID LOT 8 AND TRUE POINT OF BEGINNING; THENCE SOUTH 46'40'36" EAST, 37.37 FEET; THENCE SOUTH 8743'31" EAST, 26.39 FEET; THENCE SOUTH 02'16'29" WEST, 24.44 FEET; THENCE SOUTH 8745'37" EAST, 5.11 FEET TO A POINT OF TANGENCY; THENCE SOUTHEASTERLY ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 2.50 FEET, THROUGH CENTRAL ANGLE OF 90'00'49", AND AN ARC LENGTH OF 3.93 FEET; THENCE SOUTH 02'15'12" WEST. 12.83 FEET; THENCE SOUTH 63'41'29" EAST, 2.97 FEET TO A POINT OF TANGENCY; THENCE EASTERLY ALONG THE ARC OF A CURVE TO THE LEFT, HAVING ANGLE OF 23'56'59", AND AN ARC LENGTH OF 3.97 FEET; THENCE SOUTH 8738'28° EAST, 13.36 FEET; THENCE SOUTH 69'43'35" EAST, 45.76 FEET TO THE WEST MARGIN OF TUKWILA INTERNATIONAL BOULEVARD; THENCE SOUTH 20'07'21" WEST, 300.22 FEET ALONG SAID WEST MARGIN TO THE NORTH LINE OF THAT PORTION CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING NO. 2978335; THENCE NORTH 8752'55" WEST, 117.33 FEET ALONG SAID NORTH LINE TO THE WEST LINE OF THE EAST 91.47 FEET OF SAID LOT 28; THENCE NORTH 01'03'26" EAST, 366.54 FEET ALONG SAID WEST LINE TO THE NORTH LINE OF THE SOUTH 62.85 FEET OF SAID LOT 7; THENCE SOUTH 87'48'44" EAST, 91.49 FEET ALONG SAID NORTH LINE TO THE TRUE POINT OF BEGINNING. OF SAID LOT 8 TO THE NORTH UNE OF THE SOUTH A A RADIUS OF 9.50 FEET, THROUGH A CENTRAL NOTES: 1. RECIPROCAL EASEMENT AGREEMENT BETWEEN TIMOTHY AND DEBORAH O'BRIEN AND ZUTOZONE DEVELOPMENT CORPORATION RECORDED UNDER RECORDING NO. RECORDS OF KING COUNTY, WASHINGTON, CONTAINING RECIPROCAL EASEMENT AGREEMENT FOR SHARED ACCESS, PARKING. STORM DRAINAGE, RETAINING WALLS, LANDSCAPING AND OTHER UTILmES. RECE\"ED AUG 0 6 2014 �i� IIJI••• .a I I OLVL:LO MENT 0 CC0 :P:\16000s\16440\survey\plots\16440b1a01.dwg Date/Time:8/5/2014 3:27 PM Scale:1" = 1' RECORDER'S CERTIFICATE FILED FOR RECORD THIS DAY OF ( i LAND SURVEYOR'S CERTIFICATE: THIS BOUNDARY LINE ADJUSTMENT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH STATE AND COUNTY STATUTES IN APRIL, 2014. 8/5/14 f iv,wm.��.�..,,,i..mmv,,.....m,s �PO WASH7�00 m� �, y� << .-• / " i " •: / Jl.�IS ',0. \ gf46315Eo y ip S T ER '' msj)-494.9 ; Nq( LANG G y i GHA( P' �� 18215 72ND AVENUE SOUTH m Z KENT, WA 98032 (425)251-6222 o v (425)251-8782 FAX : =CHECKED oY Pte. CML ENGRIEEPoNG, LAND PANNING, No ENG4W SURVEYING, ENVIRONMENTAL SERVICES DRAWN 8Y i• • PORTION OF THE NW1/4 & NE1/4 OF THE NW1/4 SECTION 22, T23N, R4E, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON . i SHEET 1 OF DATEK 4/21/,4 2014 AT M IN BOOK OF AT PAGES Ste; N/A AT THE REQUEST OF BARGHAUSEN CONSULTING ENGINEERS, INC. BY: BDG JOB NO.: 18440 MANAGER SUPT. OF RECORDS \ RIAN D GILLOOLY, PL DATE WASHINGTON REGI ON NO. 46315 'I,,............... ,ILL' City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 431-3670 FAX (206) 431-3665 E-mail: planning@tukwilaWA.gov BOUNDARY LINE ADJUSTMENT NO. L14-0034 0 25 50 100 SCALE: 1".60' CI - 0 O 0 0 D4 83 - X - W - - s0 - SS - 4:4 - • LEGEND: LUMINAIRE LIGHT POLE POWER METER POWER POLE GUY ANCHOR JUNCTION BOX TELEPHONE MANHOLE CATCH BASIN STORM MANHOLE SANITARY SEWER MANHOLE GAS METER GAS VALVE WATER VALVE FIRE HYDRANT WATER METER CHAIN LINK FENCE WATER LINE GAS UNE OVERHEAD POWER UNE STORM LINE SEWER UNE FOUND REBAR/CAP (AS NOTED) SET REBAR/CAP "BCE 46315' FOUND MONUMENT IN CASE LEAD/TACK IN 4"X4' CONC CENTERUNE OF 5. 144TH ST WEST OF MILITARY ROAD W.G.S. 93H-903 NW CORNER SECTION 26 (APRIL 2014) <83 cn s S8T35'02"E 2652.07' 1873.86' S. 144TH ST. FOUND MONUMENT IN CASE 1/2" BRASS PLUG W/PUNCH IN CONC SET 0.70' BELOW GRADE IN1X S. 144TH ST & 35TH AVE S (APRIL 2014) _ -. SBT44'34'E 2650.20 961.54 K 1413.79' 68254' FOUND MONUMENT IN CASE 1/2' BRASS PLUG Vi/PUNCH IN CONC SET 0.65' BELOW GRADE KIX S. 144TH ST & 42ND AVE S N1/4 SECTION 26 (APRIL 2014) 776.21' 8. 148TH ST. 952.14' _�..4_ OUND MONUMENT IN CASE 588'10'10"E 2644.55' 3" BRASS DISK IN CONC SET 0.80' BELOW GRADE CENTERLINE OF S. 152ND ST ON WEST R -0-W UNE OF 32ND AVE S. STAMPED 'KING COUNTY 1/4 CORNER 21/22' W1/4 SECTION 26 (APRIL 2014) S. 148TH ST. 1006.12' 1234.48' FOUND MONUMENT IN CASE 1.75' BRASS DISK W/PUNCH IN 4'04" CONC SET 0.60' BELOW GRADE INTX S. 148TH ST & 42ND AVE S. (APRIL 2014) N8752'5514 2648.27' "-I11 FOUND MONUMENT IN CASE 1.75" BRASS DISK W/PUNCH IN 40(4" CONC SET 0.50' BELOW GRADE INTX S. 146TH ST & 42ND AVE S. (APRIL 2014) tel 0, Q G 2 N 1692.41'_ �. I ,/ 8. 162ND ST. - THEORETICAL CENTER OF SECTION SECTION SUBDIVISION 1" = 500' 8x-°cr TaaC1s S31 pCA 0 9G.APN 004000-0853 APN 004000-0854 L___ CHAINUNK FENCE 0.7' N. OF UNE FOUND 5/8" REBAR/CAP LS#32428 (APRIL 2014) KEYSTONE WALL 17 LOT B I28 BLA L05-068 AFN 20060227900007 6.3' KEYSTONE WALL 0.1' W. OF UNE CHAINUNK FENCE 0.5' W. OF UNE WATER -SEWER DISTRICT CONDOMINIUM VOL. 239, PGS. 58.60 CHAINUNK FENCE 0.5' W. OF UNE L_ CY ii IIII:1111011111' O,yq L L ANSS 10 ROCKERY 58748'44"t 91.49' 4 N. UNE OF THE S. 62.85' OF LOT 7 BLDG TO REMAIN 721 SF± C APN 004000-0890 NUN FENCE 'APN 004000-0874 GATE N87'52'55'V 176.98' CHAINUNK FENCE 1.9' S. OF UNE PARCEL A 19,053 SQ. TT. 0.44 AC. ROCKERY 0.5' W. OF PROP. UNE N87'43'31)4 Jj 26.39' 8' POWER EASEMENT BLDG 0 BE REC#4474762 REMOVED 76 SF± 44,, 2' POWER EASEMENT RECj36911711. BLDG TO REDMIN 552 SF± 31.3' 30.7' ■ 27 xe0 94 PARCEL A APN 004000-0865 BLDG TO REMAIN 195 SF± BLDG To REMAIN 5 PARCEL B 905 SF± 59,068 S0. FT. 1.36 AC. OLD LOT TO BE REMOVED Ila 2' POWER EASEMENT REC/3691172 ;BLDG TO. REMAIN ;885 SF± jl 91.49' 30' GRAVEL DRIVE 00 - 118752'551V 117.33' 11 1 S. 148TH STREET }I 3 L5 BLDG TO BE REMOVED 500 SF± NEW LOT UNES u.J POSSESSION & USE AGREEMENT AREA REC//20020429000918 1- EASEMENT AREA REC120020429000918 N7 59',Tpl PARCEL B APN 004000-0995 N8T52'551V 25.84' ii 14.8. BLDG TO REMAIN 5800 SF± 8 !PR - 5,0. 9 /1/ N8T52351V �5r h Llq-ooJq 70 18215 72ND AVENUE SOUTH �• �-- �Z KENT, WA 98032 (425)251-6222 o (425)251-8782 FAX P6. CML ENGINEERING. LAND PLANNING, 600E SURVEYING, ENVIRONMENTAL SERVICES (NO E DRAWN BY KMA 8 0 (12 Sp • 8 UNE TABLE UNE / LENGTH BEARING L1 24.44' N716'29"E L2 5.11' N87'45'374/ L3 12.83' N715'12"E L4 2.97' N63'41'29'W L5 13.36' N8738'28"W VOL. PG. 9 - 26 CURVE TABLE CURVE # LENGTH RADIUS DELTA C1 3.93' 2.50' 90'00'49" C2 3.97' 9.50' 23'56'59' KANDERSON RECEIV4 AU6 0 625 0 0 0 a DATE 4/21/14 SCALE: 1' = 50' CHECKED BY: BDG JOB NO.: 18440 PORTION OF THE NW1/4 & NE1/4 OF THE NW1/4 SECTION 22, T23N, R4E, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON SHEET 2 OF July 23, 2014 City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director Jason Hubbell Barghausen Consulting Engineers, Inc. 18215-72" Ave South Kent WA 98032 Re: Boundary Line Adjustment application for Autozone at 14625 Tukwila International Boulevard, Tukwila WA. File Number L14-0034. Dear Mr. Hubbell: The Department of Community Development received your Boundary Line Adjustment application and the following information is required to further process your application: 1. Please provide a site plan of the proposed Autozone parcel showing the proposed building and other improvements in relationship to the proposed lot layout. The proposed layout appears to not follow any existing or proposed improvements and splits the drive aisle at an angle. Is it possible to straighten the lines to follow some logical pattern? For example one option may be to have the layout as shown in blue line in the attached plot plan. 2. See attached comments from Public Works regarding reciprocal easement agreement between Parcel A and Parcel B and Sensitive Area covenant. 3. Label File Number L14-0034 on top left hand corner of sheet 1 of 2. If you have any questions, you can reach me at 206-431-3685. Sincerely, Minnie Dhaliwal Planning Supervisor I 6i'99E. M, 1,80.1S Ej L./11-00SY \ M I 41 7 �• L \�� ,��, �M \ 7*(//chtati AI-01414 Nq \ ,H ko o 00 •Jo �o c co 2 m 0 z D r co v 0400 City of Tukwila Department of Community Development RECEIVED MAY.16 20Ik TUKvv+u-+ PUBLIC WORKS File Number L14-0034 LAND USE PERMIT ROUTING FORM TO: Ell Building Planning Public Works Fire Dept. Police Dept. Parks/Rec Project: Autozone BLA Address: 14625 Tukwila International Blvd Date transmitted: May 16, 2014 Response requested by: May 30, 2014 Staff coordinator: Minnie Dhaliwal Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) SEE R11,4 G i6t ?Lie Ls c Wu(ut s Conlin eNr-5 A TR,gk; 'C ) O/¢m 6 14 Plan check date: Comments Update date: prepared by: MEMORANDUM www.tukwila@tukwilawa.gov Development Guidelines and Design and Construction Standards TO: PLANNING DEPT. — Minnie Dhaliwal, Planning Supervisor 4!d'hyi FROM: PUBLIC WORKS DEPT. — David McPherson, Development Engineer David.McPherson@TukwilaWA.gov DATE: June 13, 2014 SUBJECT: AutoZone — Boundary Line Adjustment (BLA) 14625 Tukwila International Blvd. Boundary Line Adjustment and Miscellaneous Comments Boundary Line Adjustment — L14-0034 Public Works has the following Boundary Line Adjustment comments. Provide a `Draft' copy of a Reciprocal Easement Agreement. There is common access, parking, storm drainage, retaining walls, landscaping, and other utilities between the new Parcel `B' and the new Parcel 'A'. BLA Survey Site Map 1. Provide a Reciprocal Easement Agreement (NOTE) on the BLA Survey Site Map. SAMPLE (for information only) follows: Reciprocal Easement Agreement between (new parcel 'A') and (new parcel 'B') recorded under recording no. , records of King County, Washington, containing Reciprocal Easement Agreement for shared access, parking, storm drainage, retaining walls, landscaping, and other utilities. Miscellaneous Comments 1. Transportation Impact fee applies to Building permit no. D14-0138 in the amount of $15,057.24; based on Commercial — Retail (Auto Parts Sales) in Zone 3 ($2.04 x 7,381 sq ft/GFA = $15,057.24). Fee based on Public Works Bulletin A3 — Pavement Mitigation and Transportation Impact Fees. 2. As part of Building permit no. D14-0138 Property Owner shall sign with Notary a Sensitive Area Covenant and Hold Harmless Agreement — See `Draft' Agreement - enclosed. Page 1 of 1 0400 TO: City of Tukwila Department of Community Development File Number IL14-0034 LAND USE PERMIT ROUTING FORM Building IQ Planning Public Works .Fire Dept. Police Dept. 10l Parks/Rec Project: Autozone BLA Address: 14625 Tukwila International Blvd Date transmitted: May 16, 2014 Response requested by: May 30, 2014 Staff coordinator: Minnie Dhaliwal Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the. mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) Z t�Pa� zCZC. ;„A;; ,..,* --A \�1 1 n \c v S v�g ex\ v•r3. ,A ZCR SS S' b y W i �.1. C)RCc e�. " • \.1 A ,•5c-t.ss I 'ice Sf rts. Plan chock date: 5( Z�Ak Comments prepared by: A. :' F I 1 Update date: 0400 TO: City of Tukwila Department of Community Development File Number L14-0034 LAND USE PERMIT ROUTING FORM wilding Planning Public Works ❑I Fire Dept. Police Dept. Parks/Rec Project: Autozone BLA Address: 14625 Tukwila International Blvd Date transmitted: May 16, 2014 Response requested by: May 30, 2014 Staff coordinator: Minnie Dhaliwal Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) Plan check date: y Z//�/ Comments Update date: prepared by: Minnie Dhaliwal From: Minnie Dhaliwal Sent: Friday, April 11, 2014 10:20 AM To: Jason Hubbell (jhubbell@barghausen.com) Subject: FW: Boundary Line Adjustment for AutoZone Jason, See comments from Building Department listed in the email below. Also, regarding easements- the criteria for approval of BLAs includes: TMC 17.08.030 C. In order to approve a boundary line adjustment or lot consolidation, the Short Subdivision Committee shall determine the project complies with the following criteria: 1. No additional lots, sites, parcels, tracts or divisions are created. 2. The adjustment will not create non -conforming Tots with respect to zoning dimension and area standards, zoning setbacks and lot area coverage standards. 3. The degree of non-conformance on existing nonconforming lots with respect to zoning dimension and area standards, zoning setbacks and floor area ratio are not increased. 4. All lots have legal access to a public road. Existing required private access road improvements and easements are not diminished below subdivision ordinance standards for lots that are served by a private access road. 5. Existing easements for utilities are appropriate for their intended function, or they are extended, moved or otherwise altered to an appropriate location. 6. The adjustment does not create any nonconformities with respect to the Uniform Building Code or any other locally administered regulation. Therefore, appropriate provisions for easements for access and utilities should be made. Also, there are issues with the new proposed line splitting parking lots in the middle. In addition to the building setbacks mentioned below the new lot has to comply with zoning code setbacks and perimeter landscape requirements of the underlying zone NCC. See TMC 18.22.080. Hope this helps refine the BLA. Minnie 7Itio u.'e kdioae Planning Supervisor 1 City of Tukwila 6300 Southcenter Blvd, Suite 100ITukwila, WA 98188 Ph. 206-431-3685 Minnie.Dhaliwal(a@TukwilaWA.gov The City of choice, the community of opportunity From: Dave Larson Sent: Tuesday, April 08, 2014 3:31 PM To: Minnie Dhaliwal Subject: RE: Boundary Line Adjustment for AutoZone 1 Hi Minnie, Assuming 5B construction, any exterior walls 5 to 10 feet away from a property line would need to be 1 hour fire barriers and Tess than 5 feet, 2 hour fire barriers would be required. This does not include the property line adjoining TIB. Protected openings and parapets could also be required. I'd be glad to talk to the architect if needed or whoever. Thanks, Dave Larson City Of Tukwila Senior Plans Examiner 206-431-3678 The City of opportunity, the community of choice. From: Minnie Dhaliwal Sent: Friday, April 04, 2014 5:01 PM To: Dave Larson; Al Metzler Subject: FW: Boundary Line Adjustment for AutoZone Dave and Al, Do you see any issues under your codes for the attached boundary line adjustment? The applicant wants to know if there are any issues before they submit for the formal application. Thanks. Minnie From: Jason Hubbelljmailto:jhubbell@barghausen.comj Sent: Thursday, April 03, 2014 2:02 PM To: Minnie Dhaliwal Subject: Boundary Line Adjustment for AutoZone Minnie, Please see the attached exhibit that illustrates the proposed property line between the AutoZone and existing site uses. We reviewed the code relative to side yard setbacks along this lot line and found no requirements in this zone. You had mentioned that as a possible issue and wanted to get your concurrence on our findings as a result. If you do see any issues relative to side yard setback or any other items relative to this lot if processed through a BLA please advise as we will be starting the BLA preparation the first part of next week. Thanks Jason Hubbell, P.E. Senior Project Engineer Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 (425) 251-6222 - Phone (425) 251-8782 - Fax http://www.barghausen.com 2 Minnie Dhaliwal From: Minnie Dhaliwal Sent: Friday, April 04, 2014 5:00 PM To: 'Jason Hubbell' Subject: RE: Boundary Line Adjustment for AutoZone Jason, It will need to be reviewed by Building and Fire Department for setbacks under the building code. I will forward your email to them for preliminary review. Also, how are the easements for access and utilities going to be drafted with the new line splitting some parking spaces in the middle? Minnie From: Jason Hubbell [mailto:jhubbell@barghausen.com] Sent: Thursday, April 03, 2014 2:02 PM To: Minnie Dhaliwal Subject: Boundary Line Adjustment for AutoZone Minnie, Please see the attached exhibit that illustrates the proposed property line between the AutoZone and existing site uses. We reviewed the code relative to side yard setbacks along this lot line and found no requirements in this zone. You had mentioned that as a possible issue and wanted to get your concurrence on our findings as a result. If you do see any issues relative to side yard setback or any other items relative to this lot if processed through a BLA please advise as we will be starting the BLA preparation the first part of next week. Thanks Jason Hubbell, P.E. Senior Project Engineer Barghausen Consulting Engineers, Inc. 18215 72nd Avenue South Kent, WA 98032 (425) 251-6222 - Phone (425) 251-8782 - Fax httb://www.barghausen.com 1 & `l A O�1 CIVIL ENGINEERING, LAND PLANNING, SURVEYING Permit Technician City of Tukwila Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 May 8, 2014 HAND DELIVERY RE: Boundary Line Adjustment Application AutoZone 14625 Tukwila International Blvd. Related File Nos. SEPA E13-0018 / L13-0050 Our Job No. 16440 Dear Permit Technician: RECEIVED MAY 0 8 2014 '{lfJU.'!Uiil Y DEVELOPMLNT On behalf of AutoZone, Inc., we are submitting the following Boundary Line Adjustment Application documents for the City's review: 1. One (1) completed and signed Boundary Line Adjustment Application 2. One (1) completed Boundary Line Adjustment Application Checklist 3. Four (4) sets of the Boundary Line Adjustment drawings (full size) 4. One (1) set of the Boundary Line Adjustment drawings (11"x17") 5. One (1) copy of the executed Affidavit of Ownership and Permission to Enter Property (original on file with the City) 6. One (1) Vicinity Map (on the BLA) 7. Four (4) copies of the Title Report by First American Title Insurance Company dated April 1, 2014 8. Four (4) copies of the Lot Closure Calculations 9. One check in the amount of $1,726.20 for the BLA application fee Please route the enclosed application documents for review at your earliest convenience. If you have any questions or need additional information, please contact me at this office. Thank you. Sincerely, ,P"'�,�; Jason Hubbell, P.E. Senior Project Engineer JGH/ca [16440c.005.doc] enc: As Noted cc: Mitch Bramlitt, AutoZone, Inc. (w/enc) Kimberly Anderson, Barghausen Consulting Engineers, Inc. 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 (425) 251-8782 FAX BRANCH OFFICES • TUMWATER, WA • LONG BEACH, CA • WALNUT CREEK, CA • SAN DIEGO, CA www.barghausen.com o Form WA -5 (6/76) File No.: NCS -556965 -NAS Commitment Face Page PECE \/FD 10 0:' 43 alh c, i)FVLL.U1'MLI' ♦Z` 1 4 •1. COMMITMENT FOR TITLE INSURANCE Issued by FIRST AMERICAN TITLE INSURANCE COMPANY First American Title Insurance Company, herein called the Company, for valuable consideration, hereby commits to issue its policy or policies of title insurance, as identified in Schedule A, in favor of the proposed Insured named in Schedule A, as owner or mortgagor of the estate or interest covered hereby in the land described or referred to in Schedule A, upon payment of the premiums and charges therefor; all subject to the provisions of Schedules A and B and to the Conditions and Stipulations hereof. This Commitment shall be effective only when the identity of the proposed Insured and the amount of the policy or policies committed for have been inserted in Schedule A hereof by the Company, either at the time of the issuance of the Commitment or by subsequent endorsement. This Commitment if preliminary to the issuance of such policy or policies of title insurance and all liability and obligations hereunder shall cease and terminate six (6) months after the effective date hereof or when the policy or policies committed for shall issue, whichever first occurs, provided that the failure to issue such policy or policies is not the fault of the Company. This Commitment shall not be valid or binding until countersigned by an authorized officer or agent. IN WITNESS WHEREOF, the Company has caused this commitment to be signed and sealed, to become valid when countersigned by an authorized officer or agent of the Company, all in accordance with its By -Laws. This Commitment is effective as of the date shown in Schedule A as "Effective Date." First American Title Insurance Company By: Attest: By: First American Title Insurance Company President Secretary Countersigned Form WA -5 (6/76) Commitment First American Title Insurance Company National Commercial Services 414 Union Street, Suite 1205, Nashville, TN 37219 (877)551-3008 - FAX (615)256-6604 To: AutoZone, Inc. 123 South Front Street, 3rd Floor Memphis, TN 38103 Attn: Melanie Overman THIRD REPORT SCHEDULE A 1. Commitment Date: April 01, 2014 at 7:30 A.M. 2. Policy or Policies to be issued: ALTA Extended Leasehold Owners Policy Proposed Insured: AutoZone Stores, Inc, a Nevada corporation File No.: NCS -556965 -NAS Page No. 1 Denise S. Knowles (615)256-6601 dknowles@firstam.com File No.: NCS -556965 -NAS Your Ref No.: AMOUNT PREMIUM TAX $ to follow $ $ 3. The estate or interest in the land described on Page 2 herein is Fee Simple, and title thereto is at the effective date hereof vested in: Timothy Michael O'Brien and Deborah Denise O'Brien, husband and wife 4. The land referred to in this Commitment is described as follows: The land referred to in this report is described in Exhibit "A" attached hereto. First American Title Insurance Company Form WA -5 (6/76) Commitment EXHIBIT 'A' File No.: NCS -556965 -NAS Page No. 2 LEGAL DESCRIPTION: PARCEL A: THAT PORTION OF LOTS 8, 9 AND 27, BLOCK 7, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF THE WESTERLY MARGIN OF STATE HIGHWAY NO. 1 WITH THE NORTH LINE OF THE SOUTH 100 FEET OF SAID LOT 27; THENCE WESTERLY TO A POINT ON THE WEST LINE OF SAID LOT 27 WHICH IS 12 FEET NORTH AS MEASURED ALONG SAID WEST LINE, FROM ITS INTERSECTION WITH THE NORTH LINE OF THE SOUTH 100 FEET OF SAID LOT; THENCE NORTH ALONG THE WEST LINE OF SAID LOT 27 TO ITS INTERSECTION WITH THE NORTH LINE OF THE SOUTH 300 FEET OF SAID LOT; THENCE CONTINUING NORTH ALONG THE WEST LINE OF SAID LOTS 27 AND 8 A DISTANCE OF 150 FEET; THENCE EAST TO AN INTERSECTION WITH THE WESTERLY MARGIN OF SAID STATE HIGHWAY NO. 1; THENCE SOUTHERLY, ALONG SAID WESTERLY MARGIN, TO THE POINT OF BEGINNING; ALSO THE EAST 91.47 FEET OF LOT 28 IN SAID BLOCK 7; EXCEPT A PORTION THEREOF CONVEYED TO KING COUNTY FOR SOUTH 148TH STREET BY INSTRUMENT RECORDED IN VOLUME 1768 OF DEEDS ON PAGE 394 UNDER RECORDING NUMBER 2978335, IN KING COUNTY, WASHINGTON; ALSO THE SOUTH 62.85 FEET OF THE EAST 91.47 FEET OF LOT 7 IN SAID BLOCK 7. PARCEL B: THAT PORTION OF THE SOUTH 100 FEET OF LOT 27, BLOCK 7, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON, LYING WEST OF THE WEST MARGIN OF STATE HIGHWAY #1, AND THAT PORTION OF LOT 27 BLOCK 7, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE WEST LINE OF SAID LOT 27 WITH THE NORTH LINE OF THE SOUTH 100 FEET THEREOF; THENCE NORTH ALONG SAID WEST LINE 12 FEET; THENCE SOUTHEASTERLY TO THE POINT OF INTERSECTION OF THE NORTH LINE OF SAID SOUTH 100 FEET WITH THE WEST LINE OF STATE HIGHWAY #1; THENCE WEST ALONG SAID NORTH LINE TO THE POINT OF BEGINNING. First American Title Insurance Company Form WA -5 (6/76) Commitment File No.: NCS -556965 -NAS Page No. 3 SCHEDULE B - SECTION 1 REQUIREMENTS The following are the Requirements to be complied with: Item (A) Payment to or for the account of the Grantors or Mortgagors of the full consideration for the estate or interest to be insured. Item (B) Proper instrument(s) creating the estate or interest to be insured must be executed and duly filed for record. Item (C) Pay us the premiums, fees and charges for the policy. Item (D) You must tell us in writing the name of anyone not referred to in this Commitment who will get an interest in the land or who will make a loan on the land. We may then make additional requirements or exceptions SCHEDULE B - SECTION 2 GENERAL EXCEPTIONS The Policy or Policies to be issued will contain Exceptions to the following unless the same are disposed of to the satisfaction of the Company. A. Taxes or assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. B. Any facts, rights, interest, or claims which are not shown by the public records but which could be ascertained by an inspection of said land or by making inquiry of person in possession thereof. C. Easements, claims of easement or encumbrances which are not shown by the public records. D. Discrepancies, conflicts in boundary lines, shortage in area, encroachments, or any other facts which a correct survey would disclose, and which are not shown by public records. E. (1) Unpatented mining claims; (2) reservations or exceptions in patents or in acts authorizing the issuance thereof; (3) Water rights, claims or title to water; whether or not the matters excepted under (1), (2) or (3) are shown by the public records; (4) Indian Tribal Codes or Regulations, Indian Treaty or Aboriginal Rights, including easements or equitable servitudes. F. Any lien, or right to a lien, for services, labor, materials or medical assistance theretofore or hereafter furnished, imposed by law and not shown by the public records. G. Any service, installation, connection, maintenance, construction, tap or reimbursement charges/costs for sewer, water, garbage or electricity. H. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date the proposed insured acquires of record for value the estate or interest or mortgages thereon covered by this Commitment. First American Title Insurance Company Form WA -5 (6/76) File No.: NCS -556965 -NAS Commitment Page No. 4 SCHEDULE B - SECTION 2 (continued) SPECIAL EXCEPTIONS 1. Lien of the Real Estate Excise Sales Tax and Surcharge upon any sale of said premises, if unpaid. As of the date herein, the excise tax rate for the City of Tukiila is at 1.78%. Levy/Area Code: 2413 For all transactions recorded on or after July 1, 2005: • A fee of $10.00 will be charged on all exempt transactions; • A fee of $5.00 will be charged on all taxable transactions in addition to the excise tax due. 2. General Taxes for the year 2014 Tax Account No.: Amount Billed: Amount Paid: Amount Due: Assessed Land Value: Assessed Improvement Value: (Affects Parcel A) 004000-0865-06 $ 24,614.68 $ 0.00 $ 24,614.68 $ 1,484,300.00 $ 239,600.00 3. Right to make necessary slopes for cuts or fills upon said premises for South 148th Street as granted by deed recorded under recording no. 2978335. 4. Easement, including terms and provisions contained therein: Recording Information: 3691171 In Favor of: Puget Sound Power & Light Company For: Electric transmission and/or distribution system 5. Easement, including terms and provisions contained therein: Recording Information: 4474762 In Favor of: City of Seattle For: Electric service 6. A document entitled "Possession and Use Agreement", executed by and between Timothy Michael O'Brien and Deborah Denise O'Brien, husband and wife and City of Tukwila recorded April 29, 2002, as Instrument No. 20020429000918 of Official Records. 7. Matters of extended owner/purchaser coverage which are dependent upon an inspection and an ALTA survey of the property for determination of insurability. Please submit a copy of the ALTA Survey at your earliest convenience for review. Our inspection will be held pending our review of the ALTA Survey and the result of said inspection will be furnished by supplemental report. First American Title Insurance Company Form WA -5 (6/76) File No.: NCS -556965 -NAS Commitment Page No. 5 8. Evidence of the authority of the officers of AutoZone Stores, Inc, to execute the forthcoming instrument, copies of the current Articles of Incorporation, By -Laws and certified copies of appropriate resolutions should be submitted prior to closing. 9. Unrecorded leaseholds, if any, rights of vendors and security agreement on personal property and rights of tenants, and secured parties to remove trade fixtures at the expiration of the term. 10. General Taxes for the year 2014 Tax Account No.: Amount Billed: Amount Paid: Amount Due: Assessed Land Value: Assessed Improvement Value: (Affects Parcel B) 004000-0995-09 $ 1,894.20 $ 0.00 $ 1,894.20 $ 73,000.00 $ 59,200.00 11. Easement, including terms and provisions contained therein: Recording Information: 3691172 In Favor of: Puget Sound Power & Light Company For: Electric transmission and/or distribution system First American Title Insurance Company Form WA -5 (6/76) Commitment File No.: NCS -556965 -NAS Page No. 6 A. Effective January 1, 1997, and pursuant to amendment of Washington State Statutes relating to standardization of recorded documents, the following format and content requirements must be met. Failure to comply may result in rejection of the document by the recorder. B. Any sketch attached hereto is done so as a courtesy only and is not part of any title commitment or policy. It is furnished solely for the purpose of assisting in locating the premises and First American expressly disclaims any liability which may result from reliance made upon it. C. The description can be abbreviated as suggested below if necessary to meet standardization requirements. The full text of the description must appear in the document(s) to be insured. Lots 7-9, 27-28, Block 7, Adams Home Tracts, V. 11, P. 31 APN: 004000-0865-06 APN: 004000-0995-09 D. According to the application for title insurance, title is to vest in AutoZone Stores, Inc, a Nevada corporation. Examination of the records discloses no matters pending against said party(ies). E. A fee will be charged upon the cancellation of this Commitment pursuant to the Washington State Insurance Code and the filed Rate Schedule of the Company. END OF SCHEDULE B FirstAmerican Title Insurance Company Form WA -5 (6/76) Commitment First American Title Insurance Company National Commercial Services COMMITMENT Conditions and Stipulations File No.: NCS -556965 -NAS Page No. 7 1. The term "mortgage" when used herein shall include deed of trust, trust deed, or other security instrument. 2. If the proposed Insured has or acquires actual knowledge of a defect, lien, encumbrance, adverse claim or other matter affecting the estate or interest or mortgage thereon covered by this Commitment, other than those shown in Schedule B hereof, and shall fail to disclose such knowledge to the Company in writing, the Company shall be relieved from liability for any loss or damage resulting from any act or reliance hereon to the extent the Company is prejudiced by failure to so disclose such knowledge. If the proposed Insured shall disclosure such knowledge to the Company, or if the Company otherwise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim or other matter, the Company at its option, may amend Schedule B of this Commitment accordingly, but such amendment shall not relieve the Company from liability previously incurred pursuant to paragraph 3 of these Conditions and Stipulations. 3. Liability of the Company under this Commitment shall be only to the named proposed Insured and such parties included under the definition of Insured in the form of Policy or Policies committed for, and only for actual Toss incurred in reliance hereon in undertaking in good faith (a) to comply with the requirements hereof, or (b) to eliminate exceptions shown in Schedule B, or (c) to acquire or create the estate or interest or mortgage thereon covered by this Commitment. In no event shall such liability exceed the amount stated in Schedule A for the Policy or Policies committed for and such liability is subject to the Insuring provisions, exclusion from coverage, and the Conditions and Stipulations of the form of Policy or Policies committed for in favor of the proposed Insured which are hereby incorporated by references, and are made a part of this Commitment except as expressly modified herein. 4. Any claim of loss or damage, whether or not based on negligence, and which arises out of the status of the title to the estate or interest or the lien of the Insured mortgage covered hereby or any action asserting such claim, shall be restricted to the provisions and Conditions and Stipulations of this Commitment. First American Title Insurance Company Form WA -5 (6/76) Commitment The First American Corporation First American Title Insurance Company National Commercial Services PRIVACY POLICY We Are Committed to Safeguarding Customer Information File No.: NCS -556965 -NAS Page No. 8 In order to better serve your needs now and in the future, we may ask you to provide us with certain information. We understand that you may be concerned about what we will do with such information particularly any personal or financial information. We agree that you have a right to know how we will utilize the personal information you provide to us. Therefore, together with our parent company, The First American Corporation, we have adopted this Privacy Policy to govern the use and handling of your personal information. Applicability This Privacy Policy governs our use of the information which you provide to us. It does not govern the manner in which we may use information we have obtained from any other source, such as information obtained from a public record or from another person or entity. First American has also adopted broader guidelines that govern our use of personal information regardless of its source. First American calls these guidelines its Fair Information Values, a copy of which can be found on our website at www.firstam.com. Types of Information Depending upon which of our services you are utilizing, the types of nonpublic personal information that we may collect include: • Information we receive from you on applications, forms and in other communications to us, whether in writing, in person, by telephone or any other means; • Information about your transactions with us, our affiliated companies, or others; and. • Information we receive from a consumer reporting agency. Use of Information We request information from you for our own legitimate business purposes and not for the benefit of any nonaffiliated party. Therefore, we will not release your information to nonaffiliated parties except: (1) as necessary for us to provide the product or service you have requested of us; or (2) as permitted by law. We may, however, store such information indefinitely, including the period after which any customer relationship has ceased. Such information may be used for any internal purpose, such as quality control efforts or customer analysis. We may also provide all of the types of nonpublic personal information listed above to one or more of our affiliated companies. Such affiliated companies include financial service providers, such as title insurers, property and casualty insurers, and trust and investment advisory companies, or companies involved in real estate services, such as appraisal companies, home warranty companies, and escrow companies. Furthermore, we may also provide all the information we collect, as described above, to companies that perform marketing services on our behalf, on behalf of our affiliated companies, or to other financial institutions with whom we or our affiliated companies have joint marketing agreements. Former Customers Even if you are no longer our customer, our Privacy Policy will continue to apply to you. Confidentiality and Security We will use our best efforts to ensure that no unauthorized parties have access to any of your information. We restrict access to nonpublic personal information about you to those individuals and entities who need to know that information to provide products or services to you. We will use our best efforts to train and oversee our employees and agents to ensure that your information will be handled responsibly and in accordance with this Privacy Policy and First American's Fair Information Values. We currently maintain physical, electronic, and procedural safeguards that comply with federal regulations to guard your nonpublic personal information. c 2001 The First American Corporation - All Rights Reserved First American Title Insurance Company EASEMENT May 29 47 3691171 ray ;, 47 01.00 Irving L. Smith & Effie J; Smith, hvs? ij !1 to Puget Sound Power & Light Company, a Mmes carp fp --- saes 2982761 op single ...Met prtn of tt 27 blit 7 Adams Home tt,. vol 11 pg 31 plats lying W or State rd ,i1, ex for 8 10) ft thof --•• i+ithin 2 ft of the W line of ad tt 27 --•• lean pore 'or blasting & sub mtg Irving L. smith i.te Effie J. smith kov May 6 47 by Irving L. smith & Btt1. J. Smith bf Ormal A. Parks np Tor van ree at 8 (ns May 23 50) MI to sm as 165. MO OW Oa EASEMENT May 29 47 3691172 Mey 8_47 41.00 ?d,H, Voorhees & Ora Belix Voorhees, hvef to Puget Sound Power & Light Oompahy, a Ness oorp fp -- am 88 2982761 Bp --- single --- The S 100 ft of that arta of tt 27 blk 7 Adams Home tt per vol 11 pg 31 lying W of St rd #1 -4ft within 2 ft'of the 7 line of ad tt 27 --- less para for bleating & subj mtg. .. M.". Voorhees & Ora Belle Voorhees 'cow May 8 47 by M.H. Voorhees & Ora Belle Voorhees bf Oraa1 A. Parke np for vin res at s (ns May 23 50) U. to sin as 165. EASEMENT May 29 4? 3691173 Helmer Erickson & HANNAH Erickson Puget Sound Power & Light The Ai 151.6 ft of t::e L 286.6 ft of the w 112.24 ft of tt 39 Moore's Acre tt per plot recdec to vol 9 of plats pg 28 »- vttthin 10 ft of the 6 line of the above des prtn or tt 39..,.... les pars for blasting .Heiser L. Hriokson & $snob S. Erickson Bngnbanks In000poroted. (oorp el) by 4.:.ugD whir, pr... by 7,B. Vee, tress. keel May 8 47 by helsasr L. trickeou .& Amman a4 kriemoon bf orad A, Parks op for en res et (ns key 23 50) kow sir 9 47 by A. .144gaoetks pre* s. .-., L =e trees oorp f®) tit An. easement Eugene Kojocsky EASEMENT 2982761 RICHARD INVESTMENT COMPANY . 1 } 6iilTti WASISI!saTCAS. .s. • roa.".r 111."1. . • voi:1.772 o*a63' . Webs* alo . b,+....w. w 1.. baser. w ►: 0•11••••••••.1.... i:..rlM M ••••.a . 40+.1 M-. ..... se teal ••I.w1•+t ... a..1 ere. t.. .w.• 4 .a•1.•Yw tt.w•A.....wra • y.•....1.. ••r red Md .fl.l.l eel 4/4 ow s.4 1.0 1. ow .o:74w 11.1- rm.... • %o i .ar.w.+.w 1.w.1...1...4 .s.•....d$•4 11.6 /TJTII tib W*$mild prom ( OOUNTY OV 0. ws_ w • w1-.• r • (1011 COAl011ATIL LCNUIOWL1DOMII.IT) .r w .e. 1..Y 4 w.i+•.... • N.474:/I1%J. L. D. 1/ I Nf►r• M Mn.o.lr •p.... 4 1..... \w... la M U.s. 7---".'...-.7".41.1.". • . . b M 1r.._.. •. M .e.• Jr...Y.f. .. t..• .117•••11s• 411 ad...eet gel ..1141..•1 tor s.1.I Ia.1..ws.4 s.al •••••-1 ...1/a•s.1 41.1 .NI 00.1.•••••••• .. 1. 0. t1•. •..1 .........741, .M "10 .f 4111 .•'R ••;'. l•l.. W worse. 1worse. Urea. w•wtl•..4 .w1 ... .r. •. . .... .....6.....64 • • !••••=s.•1a•.1••• 1..►..... ss11 INtu.e.st. ow/ 1-61 lass 4•J 14114.1 14 41•• s✓••1.14 1..1 •t 1144 1.11-14114.. IN Wt7MH1 WMtII(0Y.l'a.. 6.1.1.1• M wt 1•sd 4•4 .04..4 w* 1,1.14 rol4tre11* ..d t • ...*j ..LLe a+. v.. r w v w 14. r r IN7 lvi.'tatol iour)`a tool ollltt.d. X43• y• HSYJA--tifr.oDy-1 3 ' : 1 $ - 1; Gi+i way r•+n . { II;: •.1 f % • 3 t 3 •9 ti 11 ti Ic,t` 84 01 EY !£ 1111 131ii : i a a l 1 , t :.a • o I• 1 1 :C C c.11 ij 30 1S3(1D3J9lId . g n T g . • •0 0'..._....... 73011 OA"e t 1 `y i2 X 2 R •i ^ . 1 J.N3W3SV3 .• Form only 2982761 ... to Puget Sound Power 8t Light Company its successors and assigns the right privilege and authority to construct, improve, repair, operate and maintain an electric transmission • line, consisting of a single line of poles with braces, guys and anchors, and to place upon or suspend from such poles transmission, distribution and signal wires, insulators, transformers and other necessary or convenient appurtenances, together with the right at all times to the grantee, its successors and assigns, of ingress to or egress from said lands across adjacent land of the grantor, for the purpose ose of red constructing reconstructing repairing, renewing, altering, changing, patrolling operating said line, and the right at any time to cut brush and trees on adjacent property which in the opinion of the grantee constitute a menace or danger to the line and the right to enter adjacent property for the purpose of nialdng repairs to the line. Name: PARCEL A End North: 175383.8347' Segment #1 : Curve R C VEd MAY 0821114 East: 1277589. CI'LLt.allMEN`G Length: 4.03' Radius: 9.58' Delta: 024°04'59" Tangent: 2.04' Chord: 4.00' Course: N75°37'29"W Course In: NO2°20'01"E Course Out: S26°25'01"W RP North: 175393.4067' East: 1277589.9931' End North: 175384.8271' East: 1277585.7310' RECEIVED MAY 10 20tk TUKWILti PUBLtC WORKS Segment #11 : Line Course: S20°07'21' W Length: 162.41' North: 175367.4248' East: 1277645.8511' Segment #12 : Line Course: N69°43'35"W Length: 45.76' North: 175383.2808' East: 1277602.9260' Segment #2 : Line Segment #13 : Line Course: N63°41'29"W Length: 2.94' Course: N87°38'28'NV Length: 13.34' North: 175386.1301' East: 1277583.0955' North: 175383.8298' East: 1277589.5973' Segment #3 : Line Course: NO2°15'12"E Length: 12.83' North: 175398.9502' East: 1277583.6000' Segment #4 : Curve Length: 3.93' Radius: 2.50' Delta: 090°01'38" Tangent: 2.50' Chord: 3.54' Course: N42°45'37"W Course In: N87°44'48'W Course Out: NO2°13'34"E RP North: 175399.0485' East: 1277581.1019' End North: 175401.5466' East: 1277581.1990' Segment #5 : Line Perimeter: 589.16' Area: 19053 Sq. Ft. Error Closure: 0.0075 Course: S49°42'50'W Error North: -0.00487 East: -0.00575 Precision 1: 78553.33 ******************************************************************** **** Name: PARCEL B North: 175456.3484' Segment #1 : Line Course: S87°48'44"E North: 175452.8558' Course: N87°45'37'W Length: 5.11' Segment #2 : Line North: 175401.7463' East: 1277576.0929' Segment #6 : Line East: 1277432.0911' Length: 91.49' East: 1277523.5144' Course: S46°40'36"E Length: 37.37' North: 175427.2157' East: 1277550.7008' Course: NO2°16'29"E Length: 24.44' Segment #3 : Line North: 175426.1670' East: 1277577.0630' Course: S87°43'31"E Length: 26.39' North: 175426.1683' East: 1277577.0700' Segment #7 : Line Course: N87°43'31 "W Length: 26.39' Segment #4 : Line North: 175427.2145' East: 1277550.6937' Course: S02°16'29' W Length: 24.44' North: 175401.7476' East: 1277576.1000' Segment #8 : Line Course: N46°40'36'W Length: 37.37' Segment #5 : Line North: 175452.8546' East: 1277523.5073' Course: S87°45'37"E Length: 5.11' North: 175401.5479' East: 1277581.2061' Segment #9 : Line Course: N01 °03'26"E Length: 73.62' Segment #6 : Curve North: 175526.4621' East: 1277524.8657' Segment #10 : Line Course: S87°52'55"E Length: 176.98' North: 175519.9211' East: 1277701.7248' Length: 3.93' Radius: 2.50' Delta: 090°01'38" Tangent: 2.50' Chord: 3.54' Course: S42°45'37"E Course In: S02°13'34'W Course Out: S87°44'48"E RP North: 175399.0497' East: 1277581.1090' End North: 175398.9514' East: 1277583.6070' Segment #7 : Line Course: S02°15'12"W Length: 12.83' North: 175386.1314' East: 1277583.1026' Segment #8 : Line Course: S63°41'29"E Length: 2.94' North: 175384.8283' East: 1277585.7381' Segment #9 : Curve Length: 4.03' Radius: 9.58' Delta: 024°04'59" Tangent: 2.04' Chord: 4.00' Course: S75°37'29"E Course In: N26°25'01"E Course Out: S02°20'01"W RP North: 175393.4080' East: 1277590.0002' End North: 175383.8359' East: 1277589.6101' Segment #10 : Line Course: S87°38'28"E Length: 13.34' North: 175383.2869' East: 1277602.9388' Segment #11 : Line Course: S69°43'35"E Length: 45.76' North: 175367.4309' East: 1277645.8639' Segment #12 : Line Course: S20°07'21"W Length: 300.22' North: 175085.5365' East: 1277542.5797' Segment #13 : Line Course: N87°52'55"W Length: 117.33' North: 175089.8729' East: 1277425.3299' Segment #14 : Line Course: N01 °03'26"E Length: 366.54' North: 175456.3505' East: 1277432.0929' Perimeter: 1051.71' Area: 59088 Sq. Ft. Error Closure: 0.0027 Course: N41 °11'48"E Error North: 0.00205 East: 0.00180 Precision 1: 389525.93 STATE OF WASHINGTON CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX: (206) 431-3665 E-mail: planning'coTnlnrilaIL4.gov AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERMISSION TO ENTER PROPERTY ss COUNTY OF KING The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at 1'Ij,2. ( Th. w(i.4. to40.eJAia ot.V for the ose of application review, for the limited time necessary to complete that purpose. Tw ((•'—b-7✓ ' 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. EXECUTED at 1L1. (i40% lits- (city), W A W- (state), on A. 4zI U X , 20 13 1 kA O1 *t-Yt Ku. d604 RECEIVED 0 8 'AM', „if'IVILNf (Print Name) -n6 ` tx. ( , q1 G (Address) C) ^ 244 f 4 `0 ` (Signature) I, 08ft 4--"" On this day personally appeared before me i 1 M 011H 14. tL Ie14 to me known to be the individual who executed the foregoing instrument and acknowledged that h s e signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. il- SUBSCRIBED AND SWORN*1Tabgra2RE ME ON THIS -ab ' DAY OF CAP4 %. cuTAA•9 : `Oy V gN. ; PU13L'0, 4 : Ro • $011:"/•64/E 14.***N-C S •°°o,` OF W PS°°6o °j eae°nnias°o W:'.Applications-Handouts. Land Use'2011 Applications`2011 LAND USE-WORD-docxl$inding Site Improvement Plan-Jan201 I.docx if 401. NOTARI .: f•1 at residing Cc U ,2013 e Stat fW. in n My Commission expires There are no vacant lots f • COMPLETE APPLICATION CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Public Works Department and the Department of Community Development. Please contact each Department if you feel that certain items are not applicable to your project and should be waived. Application review will not begin until it is determined to be complete. ADDITIONAL MATERIALS MAY BE REQUIRED. The initial application materials allow project review to begin and vest the applicant's rights. However, the City may require additional information as needed to establish consistency with development standards. City staff are available to answer questions about application materials at 206-431-3670 (Department of Community Development) and 206-433-0179 (Department of Public Works). H:U.and Use Applications in PDFIBoundary Line Adjustment -Lot Consolidation-Jan2011.doc Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning APPLICATION MATERIALS: 1 1. Application Checklist (1 copy) indicating items submitted with application. 1 2. Completed Application Form and drawings (4 copies). 1 3. One set of all plans reduced to 8 1/2" x 11" or 11" x 17". 1 4. Completed and notarized Affidavit of Ownership and Hold Harmless Permission to Enter Property (1 copy attached). 1 5. Application Fee: See Land Use Fee Schedule online. PROJECT DESCRIPTION AND ANALYSIS: 1 6. Vicinity Map with site location. 1 7. Clearly establish status as separate legal lot(s) of record (per TMC Title 17 and RCW Chapter 58.17), showing all known easements and encumbrances. N/A 8. Provide any required maintenance agreements, easements or other documents ready for recording. Items 9 through 11 NOT required for lot consolidations or BLAs without vacant lots N/A 9. Provide King County Health Department approval if there are any septic systems on site. 10. Sewer and water availability letters are required from the provider district if the area is not serviced by the City of Tukwila. Forms are available at the DCD office. • 11. Provide two copies of sensitive area studies such as wetland or geotechnical reports if needed per Tukwila's Sensitive Areas Ordinance (TMC 18.45). See Geotechnical Report Guidelines and Sensitive Area Special Study Guidelines for additional information. RECORDING DOCUMENT: Templates are available from the City 1 12. (a) The recording document must meet the King County Assessor's recording format requirements (letter, legal or record of survey format). Only documents prepared by a surveyor may be in record of survey format (18" x 24"). 1 (b) Drawing must include a graphic scale, space for the City of Tukwila file number and north arrow. It shall include the elements listed at TMC 17.08.030(B). 1 (c) Provide legal descriptions of all lots before and after the proposed changes. 1 (d) The recording documents must include signature blocks for the owner(s), Short Subdivision Committee, Assessor, and Recorder (listed on the template, see TMC 17.04.060). 1 (e) Existing and proposed lot lines shall be shown solid with new lines called out and lot lines to be removed shall be shown dashed. 1 (f) Show existing and proposed utility easements (water, sewer, septic drainfields, power, natural gas, telephone, cable). N/A (g) List total lot area and average width of each proposed residential lot. H:U.and Use Applications in PDFIBoundary Line Adjustment -Lot Consolidation-Jan2011.doc There are no vacant lots There are no vacant ots Check items submitted with application Information Required. May be waived in unusual cases, upon approval of both Public Works and Planning t/ (h) Dash in required setback distances from all parcel lot lines. N/A (i) Show any required fire access lanes and turn-arounds per Fire Department standards. ✓ (j) Show the location and distance to proposed property lines of all existing structures, indicating those to be removed. SENSITIVE AREAS PLAN: NOT required for lot consolidations or BLAs without vacant lots N/A 13. (a) Location of all sensitive areas (e.g. streams, wetlands, slopes over 20%, coal mine areas and important geological and archaeological sites). For stream frontage provide existing and proposed top of stream bank, stream bank toe, stream mean high water mark, and base flood elevation (i.e., 100 yr. flood). Maximum sheet size 24" x 36". (b) Location of all required sensitive area buffers, setbacks, tracts and protection measures. (c) Show all significant trees (4" or more in diameter measured 4.5 feet above grade), indicating those to be retained and those to be removed. A tree permit will be required for removal of any significant trees within a sensitive area or its buffer. • (d) Show proposed lot and tract lines. CIVIL PLANS: NOT required for lot consolidations or BLAs without vacant lots N/A 14. (a) Include a graphic scale and north arrow. Maximum sheet size 24" x 36". (b) Vertical datum NAVD 1988 and horizontal datum NAD 83/91. Conversion calculations to NGVD 1929, if in a flood zone or flood -prone area. (c) Existing and proposed utility easements and improvements, on site and in street (water, sewer, power, natural gas, telephone, cable). Schematic designs to be provided regardless of purveyor (e.g. site line size, location, and size of public main). No capacity calcs, invert depth, valve locations or the like are needed. (d) Storm drainage design at least 90% complete, which meets the King County Surface Water Design Manual (KCSWDM). Include a Technical Information Report (TIR) including feasibility analysis if required by the Manual. Call out total existing and proposed impervious surface in square feet. Include all storm drainage conveyance systems, water quality features, detention structures, maintenance access and safety features. For additional guidance contact Public Works or go to h±tp://www.tukwilawa.gov/pubwks/pwpermit.html. (e) Locate the nearest existing hydrant and all proposed hydrants. (f) Show the 100 yr. flood plain boundary and elevation as shown on FEMA maps. (g) Plan, profile and cross-section for any right-of-way improvements. (h) Show planned access to lots, driveways, fire access lanes and turn-arounds. (i) Show the location and distance to proposed property lines of all existing structures, indicating those to be removed. • (j) Show proposed lot and tract lines. H:\Land Usc Applications in PDF\Boundary Line Adjustment -Lot Consolidation-Jan2011.doc CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX: (206T3.1C)RAVE E-mail: planning(a�TukwilaWA.gov BOUNDARY LINE JUSTMENT / LOT CONSOLIDATION MAY 082014 APPLICATION FOR STAFF USE ONLY Permits Plus Type: P-BLA/LC Planner: File Number: . L 114- DO 3 Lf Application Complete Date: Project File Number: 19 L1 3 — 0 0 II Application Incomplete Date: Other File Numbers: NAME OF PROJECT/DEVELOPMENT: AutoZone LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 14625 Tukwila Intemational Blvd., Tukwila, WA 98168 LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). 0040000865 and 0040000995 DEVELOPMENT COORDINATOR: The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City, to whom all notices and reports will be sent. Name: Address: Phone: E-mail: jhubbell@barghausen.com Jason Hubbell, P.E., Barghausen Consulting Engineers, Inc. • 18215 - 72nd Avenue South, Kent, WA 98032 (425) 251-6222 FAX: (425) 251-8782 Signature: H:U.and Use Applications in PDF\Boundary Line Adjustment -Lot Consolidation-Jan2011.doc Date: 05/06/2014 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 431.3670 FAX (206) 431-3665 E-mail: planning@tukwilaWA.gov BOUNDARY LINE ADJUSTMENT NO. L14-___ DECLARATION KNOW ALL MEN BY THESE PRESENT THAT WE, THE UNDERSIGNED, OWNER(S) IN FEE SIMPLE OF THE LAND HEREIN DESCRIBED DO HEREBY MAKE A BOUNDARY UNE ADJUSTMENT THEREOF PURSUANT TO RCW 58.17.040 AND DECLARE THIS ADJUSTMENT TO BE THE GRAPHIC REPRESENTATION OF THE SAME, AND THAT SAID ADJUSTMENT IS MADE WITH THE FREE CONSENT AND IN ACCORDANCE WITH THE DESIRES OF THE OWNER(S). IN WITNESS WHEREOF WE HAVE SET OUR HANDS AND SEALS. TIMOTHY MICHAEL O'BRIEN DEBORAH DENISE O'BRIEN ACKNOWLEDGMENT STATE OF SS. COUNTY OF I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT TIMOTHY MICHAEL O'BRIEN AND DEBORAH DENISE O'BRIEN ARE THE PEOPLE WHO APPEARED BEFORE ME, AND SAID PERSONS ACKNOWLEDGED THAT THEY SIGNED THIS INSTRUMENT, AND ACKNOWLEDGED IT TO BE THE FREE AND VOLUNTARY ACT OF SUCH PARTY FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. DATED THIS DAY OF _ 2014. NOTARY PUBUC IN AND FOR THE STATE OF WASHINGTON PRINTED NAME RESIDING AT MY APPOINTMENT EXPIRES 1- S. 140TH ST. PQ VICINITY MAP N.T.8 S. 148TH ST. SITE S. 154TH ST. 518 h' S. 160TH ST. APPROVALS TUKWILA SHORT SUBDIVISION COMMITTEE APPROVAL RENEWED AND APPROVED BY THE SHORT SUBDIVISION COMMITTEE AND HEREBY CERTIFIED FOR RUNG THIS DAY OF 2014. CHAIRPERSON, SHORT SUBDIVISION COMMITTEE KING COUNTY DEPARTMENT OF ASSESSMENTS EXAMINED AND APPROVED THIS _ DAY OF 2014. KING COUNTY ASSESSOR 004000-0865-06 & 004000-0995-09 TAX ACCOUNT NUMBERS RECORDER'S CERTIFICATE FILED FOR RECORD THIS DAY OF 2014 AT M IN BOOK OF AT PAGES AT THE REQUEST OF BARGHAUSEN CONSULTING ENGINEERS, INC. . MANAGER SUPT. OF RECORDS EXISTING LEGAL DESCRIPTIONS: TITLE PARCEL A THAT PORTION OF LOTS 8, 9 AND 27, BLOCK 7, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF THE WESTERLY MARGIN OF STATE HIGHWAY NO. 1 WITH THE NORTH UNE OF THE SOUTH 100 FEET OF SAID LOT 27; THENCE WESTERLY TO A POINT ON THE WEST UNE OF SAID LOT 27 WHICH IS 12 FEET NORTH AS MEASURED ALONG SAID WEST UNE, FROM ITS INTERSECTION WITH THE NORTH UNE OF THE SOUTH 100 FEET OF SAID LOT; THENCE NORTH ALONG THE WEST UNE OF SAID LOT 27 TO ITS INTERSECTION WITH THE NORTH LINE OF THE SOUTH 300 FEET OF SAID LOT; THENCE CONTINUING NORTH ALONG THE WEST UNE OF SAID LOTS 27 AND 8 A DISTANCE OF 150 FEET; THENCE EAST TO AN INTERSECTION WITH THE WESTERLY MARGIN OF SAID STATE HIGHWAY NO. 1; THENCE SOUTHERLY, ALONG SAID WESTERLY MARGIN, TO THE POINT OF BEGINNING; ALSO THE EAST 91.47 FEET OF LOT 28 IN SAID BLOCK 7; EXCEPT A PORTION THEREOF CONVEYED TO KING COUNTY FOR SOUTH 148TH STREET BY INSTRUMENT RECORDED IN VOLUME 1768 OF DEEDS ON PAGE 394 UNDER RECORDING NUMBER 2978335, IN KING COUNTY, WASHINGTON; ALSO THE SOUTH 62.85 FEET OF THE EAST 91.47 FEET OF LOT 7 IN SAID BLOCK 7. TITLE PARCEL B: THAT PORTION OF THE SOUTH 100 FEET OF LOT 27, BLOCK 7, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON, LYING WEST OF THE WEST MARGIN OF STATE HIGHWAY $1, AND THAT PORTION OF LOT 27 BLOCK 7, ADAMS HOME TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 11 OF PLATS, PAGE 31, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE WEST LINE OF SAID LOT 27 WITH THE NORTH UNE OF THE SOUTH 100 FEET THEREOF; THENCE NORTH ALONG SAID WEST LINE 12 FEET; THENCE SOUTHEASTERLY TO THE POINT OF INTERSECTION OF THE NORTH UNE OF SAID SOUTH 100 FEET WITH THE WEST UNE OF STATE HIGHWAY #1; THENCE WEST ALONG SAID NORTH UNE TO THE POINT OF BEGINNING. TITLE NOTES: PER FIRST AMERICAN TITLE INSURANCE COMPANY COMMITMENT FOR TITLE INSURANCE, ORDER N0. NCS -556965 -NAS, DATED APRIL 1, 2014: 1-2. NOT APPLICABLE TO BE SHOWN ON SURVEY. 3. RIGHT TO MAKE NECESSARY SLOPES FOR CUTS OR FILLS UPON SAID PREMISES FOR SOUTH 148TH STREET AS GRANTED BY DEED RECORDED UNDER RECORDING NO. 2978335. (NOT PLOTTABLE - BLANKET IN NATURE) 4. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: 3691171 IN FAVOR OF: PUGET SOUND POWER & UGHT COMPANY FOR: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM (SHOWN) 5. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: 4474762 IN FAVOR OF: CITY OF SEATTLE FOR: ELECTRIC SERVICE (SHOWN) 6. A DOCUMENT ENTITLED "POSSESSION AND USE AGREEMENT", EXECUTED BY AND BETWEEN TIMOTHY MICHAEL O'BRIEN AND DEBORAH DENISE O'BRIEN, HUSBAND AND WIFE AND CITY OF TUKWILA RECORDED APRIL 29, 2002, AS INSTRUMENT NO. 20020429000918 OF OFFICIAL RECORDS. (SHOWN) 7-10. NOT APPLICABLE TO BE SHOWN ON SURVEY. 11. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAINED THEREIN: RECORDING INFORMATION: 3691172 IN FAVOR OF: PUGET SOUND POWER & UGHT COMPANY FOR: ELECTRIC TRANSMISSION AND/OR DISTRIBUTION SYSTEM (SHOWN) SURVEYOR'S NOTES: HORIZONTAL DATUM: BASIS OF BEARINGS FOR THIS SURVEY IS NAD 83/91 PER CITY OF SEATTLE. CITY OF SEATTLE CONTROL POINT NO. 93H-903 WAS HELD FOR POSITION AND A UNE BETWEEN POINT 93H-903 AND 93H-902 WAS HELD FOR ROTATION, BEING SOUTH 87'3950" EAST. PROCEDURE / NARRATIVE A FIELD TRAVERSE USING A SPECTRA PRECISION FOCUS 30 AND A SPECTRA PRECISION RANGER DATA COLLECTOR SUPPLEMENTED WITH FIELD NOTES, WAS PERFORMED, ESTABUSHING THE ANGULAR, DISTANCE, AND VERTICAL RELATIONSHIPS BETWEEN THE MONUMENTS, PROPERTY LINES AND IMPROVEMENTS. THE RESULTING DATA MEETS OR EXCEEDS THE STANDARDS FOR LAND BOUNDARY SURVEYS AS SET FORTH IN WAC 332-130-090. REFERENCE SURVEYS: 1. PLAT OF ADAMS HOME TRACTS, VOL. 11, PG 31. UTILITY NOTE: 1. APPROXIMATE UTIUTY LOCATIONS PER CONSULTANT SURVEY, NOT FIELD LOCATED BY BARGHAUSEN CONSULTING ENGINEERS, INC. ZONING NOTE: THIS SITE IS ZONED NCC - NEIGHBORHOOD COMMERCIAL CENTER. PLEASE REFER TO TUKWILA MUNICIPAL CODE CHAPTER 18.22 FOR SPECIFICS REGARDING DEVELOPMENT STANDARDS AND SETBACKS. OLD LOT AREAS: TITLE PARCEL A 74,083 SQ. FT. TITLE PARCEL 8: 4,058 SQ. FT. NEW LOT AREAS: PARCEL A: 19,053 SQ. FT. PARCEL B: 59,088 SQ. FT. O e LAND SURVEYOR'S CERTIFICATE: THIS BOUNDARY LINE ADJUSTMENT CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY DIRECTION IN CONFORMANCE WITH STATE AND COUNTY STATUTES IN APRIL, 2014. P OF WA,Sy7 0 RIAN D. GILLOOLY, WASHINGTON REGIS VOL. PG. NEW LEGAL DESCRIPTIONS: PARCEL k THAT PORTION OF LOTS 8, 9, 26 AND 27 OF BLOCK 7, PLAT OF ADAMS HOME TRACTS, RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 8; THENCE NORTH 01'03'26" EAST, 62.86 FEET ALONG THE WEST LINE OF SAID LOT 8 TO THE NORTH UNE OF THE SOUTH 62.85 FEET OF SAID LOT 8 AND TRUE POINT OF BEGINNING; THENCE SOUTH 46'40'36" EAST, 37.37 FEET; THENCE SOUTH 8743'31" EAST, 26.39 FEET; THENCE SOUTH 0716'29" WEST, 24.44 FEET; THENCE SOUTH 8745'37" EAST. 5.11 FEET TO A POINT OF TANGENCY; THENCE SOUTHEASTERLY ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 2.50 FEET, THROUGH A CENTRAL ANGLE OF 90100'49", AND AN ARC LENGTH OF 3.93 FEET; THENCE SOUTH 02'15'12° WEST, 12.83 FEET; THENCE SOUTH 6741'29" EAST, 2.97 FEET TO A POINT OF TANGENCY; THENCE EASTERLY ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 9.50 FEET, THROUGH A CENTRAL ANGLE OF 23'56'59", AND AN ARC LENGTH OF 3.97 FEET; THENCE SOUTH 8738'28" EAST, 13.36 FEET; THENCE SOUTH 69'43'35' EAST, 45.76 FEET TO THE WEST MARGIN OF TUKWILA INTERNATIONAL BOULEVARD; THENCE NORTH 20'07'21" EAST, 162.41 FEET ALONG SAID WEST MARGIN; THENCE NORTH 8752'55" WEST, 176.98 FEET TO THE WEST LINE OF SAID LOT 8; THENCE SOUTH 01'03'26- WEST. 73.62 FEET ALONG SAID WEST UNE TO THE TRUE POINT OF BEGINNING. PARCEL B: THAT PORTION OF LOTS 7, 8, 26, 27 AND 28 OF BLOCK 7, PLAT OF ADAMS HOME TRACTS, RECORDED IN VOLUME 11 OF PLATS, PAGE 31, RECORDS OF KING COUNTY, WASHINGTON, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 8; THENCE NORTH 01'03'26" EAST, 62.86 FEET ALONG THE WEST UNE OF SAID LOT 8 TO THE NORTH UNE OF THE SOUTH 62.85 FEET OF SAID LOT 8 AND TRUE POINT OF BEGINNING; THENCE SOUTH 4640'36" EAST, 37.37 FEET; THENCE SOUTH 8743'31° EAST, 26.39 FEET; THENCE SOUTH 02'16'29" WEST, 24.44 FEET; THENCE SOUTH 87'45'37" EAST, 5.11 FEET TO A POINT OF TANGENCY; THENCE SOUTHEASTERLY ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING A RADIUS OF 2.50 FEET, THROUGH A CENTRAL ANGLE OF 90'00'49", AND AN ARC LENGTH OF 3.93 FEET; THENCE SOUTH 0715'12" WEST, 12.83 FEET; THENCE SOUTH 63'41'29" EAST, 2.97 FEET TO A POINT OF TANGENCY; THENCE EASTERLY ALONG THE ARC OF A CURVE TO THE LEFT, HAVING A RADIUS OF 9.50 FEET, THROUGH A CENTRAL ANGLE OF 23'56'59", AND AN ARC LENGTH OF 3.97 FEET; THENCE SOUTH 6738'28" EAST, 13.36 FEET; THENCE SOUTH 69'43'35" EAST, 45.76 FEET TO THE WEST MARGIN OF TUKWILA INTERNATIONAL BOULEVARD; THENCE SOUTH 20'07'21" WEST, 300.22 FEET ALONG SAID WEST MARGIN TO THE NORTH LINE OF THAT PORTION CONVEYED TO KING COUNTY BY DEED RECORDED UNDER RECORDING N0. 2978335; THENCE NORTH 87'52'55" WEST, 117.33 FEET ALONG SAID NORTH LINE TO THE WEST UNE OF THE EAST 91.47 FEET OF SAID LOT 28; THENCE NORTH 01'03'26" EAST, 366.54 FEET ALONG SAID WEST LINE TO THE NORTH LINE OF THE SOUTH 62.85 FEET OF SAID LOT 7; THENCE SOUTH 8748'44" EAST, 91.49 FEET ALONG SAID NORTH LINE TO THE TRUE POINT OF BEGINNING. PFCE!\!ED MAY 082014 ATG 18215 72ND AVENUE SOUTH KENT, WA 98032 (425)251-6222 (425)251-8782 FAX CML ENGINEERNG, LAND PLWNINC, SURVEYING, ENVIRONMENTAL SERVICES DRAWN BY KMA DATE 4/21/14 SCALE: N/A CHECKED 8Y: BDG JOB NO.: 18440 PORTION OF THE NW1/4 & NE1/4 OF THE NW1/4 SECTION 22, T23N, R4E, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON f SHEET 1 OF City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone (206) 431.3670 FAX (206) 431-3665 E-mail: planning@tukwilaWA.gov BOUNDARY LINE ADJUSTMENT NO. L14- 0 25 50 100 60 SCALE: 1".60' 183 0 R (13 - ss - • LEGEND: LUMINAIRE LIGHT POLE POWER METER POWER POLE GUY ANCHOR JUNCTION BOX TELEPHONE MANHOLE CATCH BASIN STORM MANHOLE SANITARY SEWER MANHOLE GAS METER GAS VALVE WATER VALVE FIRE HYDRANT WATER METER CHAIN LINK FENCE WATER LINE GAS UNE OVERHEAD POWER UNE STORM LINE SEWER UNE FOUND REBAR/CAP (AS NOTED) SET REBAR/CAP -BCE 46315 - FOUND MONUMENT IN CASE LEAD/TACK IN 4'04' CONC CENTERUNE OF S. 144TH ST WEST OF MILITARY ROAD W.G.S. 93H-903 NW CORNER SECTION 26 (APRIL 2014) K. 1873.86 S8T35'021 2652.07' S. 144TH ST. FOUND MONUMENT IN CASE 1/2" BRASS PLUG W/PUNCH IN CONC SET 0.70' BELOW GRADE 11411 S. 144TH ST & 35TH AVE 5 (APRIL 2014) 58744'34'- 2650.20' 961.54- 682.54' 1413.79' S. 148TH ST. 952.14' FOUND MONUMENT IN CASE 3' BRASS DISK IN CONC SET 0.80' BELOW GRADE CENTERLINE OF S. 152ND ST ON WEST R -0-W UNE OF 32ND AVE S. STAMPED 'KING COUNTY 1/4 CORNER 21/22" W1/4 SECTION 26 (APRIL 2014) FOUND MONUMENT IN CASE 1/2' BRASS PLUG W/PUNCH IN CONC SET 0.65' BELOW GRADE IN1X S. 144TH ST & 42ND AVE S N1/4 SECTION 26 (APRIL 2014) 778.21' 58810'10"E 2644.55' i11 ri,1 FOUND MONUMENT IN CASE 1.75' BRASS DISK W/PUNCH IN 4-X4- CONC SET 0.50' BELOW GRADE INTX S. 14618 ST & 42ND AVE S. (APRIL 2014) S. 148TH ST. - 1006.12' 1234.48' N8752'55101 2648.27' ---fS FOUND MONUMENT IN CASE 1.75' BRASS DISK W/PUNCH IN 4'04' CONC SET 0.60' BELOW GRADE INTX S. 148TH ST & 42ND AVE S. (APRIL 2014) 0 W 0 2 N tt 1692.41' .II S. 162ND ST. THEORETICAL CENTER OF SECTION SECTION SUBDIVISION 1" = 500' vt ek-0cr loris S 31 pot's PG. APN 004000-0853 APN 004000-0854 L CHAINUNK FENCE 0.7' N. OF UNE FOUND 5/8" REBAR/CAP LSj32428 (APRIL 2014) IKEYSTONE WALL 17 LOT B I28 BLA L05-066 APN 20060227900017 KEYSTONE WALL 0.1' W. OF UNE CHAINUNK FENCE 0.5' W. OF UNE ROCKERY 58748'441 1.49' APN 004000-0890 C NUNK FENCE GATE 5 6.3' BLDG TO REMAIN 721 5F± (APN 004700-0874 88752'55Ni 176.98' CHAINUNK FENCE 1.9' S. OF LINE lv ROCKERY 0.5' W. OF PROP. UNE ,. NBT43'311V VOL. PG. PARCEL A 19,053 SO. FT. 0.44 AC. 26.39' . 8' POWER EASEMENT BLOC TO BE REC#4474762 I80 L2 P\V REMOVED 7 •' 6 SF± g I27 BLDG TO BE REMOVED 500 SF± NEW LUT UNES <f - 43 '35%;" -- POSSESSION & u76'►. USE AGREEMENT AREA RECj20020429000918 EASEMENT AREA .n REC#20020429000918 -/ 14.8 WATER -SEWER DISTRICT CONDOMINIUM VOL. 239, PGS. 58--60 CHAINUNK (FENCE 0.5' W. OF UNE BLDG TO REMAIN 552 SF± 31.3' BLDG TO REMAIN 905 SF± ON 004000-0865 BLDG TO 1 REMAIN 195 SF± PARCEL B 59,088 SO. FT. 1.36 AC. BLDG TO REMAIN 5800 SF± OLD LOT TO BE REMOVED 2' POWER EASEMENT RECf3691172 ;BLDG TO REMAIN 3885 SF± N _ 8752'551Y 117.33' ' - - S. 148TH STREET N8T52'551Y 504' --P/5:577.55//181: je /®i/ N8752'5514 5257 iv/WW/AW,X07.44,NN .."III/ m -GHA( , 'f" KENT, WA 98032 AVENUE 182172ND SOUTH „ (425)251-6222 • (425)251-8782 FAX P . CML ENGINEERING. LAND PLANNING. SURVEYING, ENVIRONMENTAL SERVICES rV'i'G ENGLN DRAWN BY KMA DATE 4/21/14 SCALE: = 50' CHECKED BY: BDG JOB NO.: 18440 9 26 RECEIVr J MAY 08 2D14 -- ---_i CQMMU(vI. DEVELOPMU'A 1 UNE TABLE UNE j LENGTH BEARING 11 24.40 N716'291 L2 5.11' 687'45'37V L3 12.83' N215'12'E L4 2.97' N63'41'29)4 15 13.36' 98738'2814 CURVE TABLE CURVE j LENGTH RADIUS DELTA C1 3.93' 2.50' 9000'49" C2 3.97' 9.50' 23'56'59' PORTION OF THE NW1/4 & NE1/4 OF THE NW1/4 SECTION 22, T23N, R4E, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON 1 KANDERSON X ey\plots \16440b1a01.dwg Dote/Time:4/23/2014 10:40 AM Fi I e: P: \ 16000s\16440 SHEET 2 OF 2J AUTO ZONE 14639 TU KWI LA INTERNATIONAL BLVD PL13-0047 L14-0034 BLA L13-0050 DESIGN REVIEW E13-0018 SEPA L13-0050 DESIGN REVIEW City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director February 28, 2014 NOTICE OF DECISION TO: Jason Hubbell, Applicant Timothy M O'Brien, Owner King County Assessor, Accounting Division Washington State Department of Ecology This letter serves as a notice of decision and is issued pursuant to TMC 18.104.170 on the following project and permit approval. I. PROJECT INFORMATION Project File Number: L13-0050 Applicant: Jason Hubbell, Barghausen Engineers Type of Permit Applied for: Design Review Project Description: Construction of a 6,815 square foot Autozone Retail Store Location: 14625 Tukwila International Blvd Associated Files: E13-0018 Comprehensive Plan Designation/Zoning NCC District: II. DECISION SEPA Determination: The City SEPA Responsible Official has previously determined that the project, as proposed, does not create a probable significant environmental impact and issued a Determination of Non - Significance (DNS). Decision on Substantive Permit: The City's Board of Architectural Review has determined that the design review application does comply with applicable City code requirements and has approved that application based on the findings and conclusions contained in the staff report and as amended by the Board at the hearing, subject to the following conditions: 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 1. Textured paving shall be used in the plaza area areas to provide contrast in colors and highlight the pedestrian area. The civil plans shall be revised to be consistent with the landscape plan. 2. Applicant shall either re -locate the proposed benches so that they appear to be on private property as opposed to be next to the sidewalk or replace them with planters. 3. Motion sensor LED lighting shall be installed on the north and the west building wall. Also, the landscaping along the north wall shall be revised to include shrubs with thorns for crime prevention. 4. Applicant shall provide a landscape buffer between the businesses and the houses. III. YOUR APPEAL RIGHTS The Decision on this Permit Application is a Type 4 decision pursuant to Tukwila Municipal Code 18.104.010. Other land use applications related to this project may still be pending. One administrative appeal to the Hearing Examiner of the Board of Architectural Review Decision is permitted. No administrative appeal of a DNS or an EIS is permitted. IV. PROCEDURES AND TIME FOR APPEALING In order to appeal the Board of Architectural Review decision on the Permit Application, a written notice of appeal must be filed with the Department of Community Development within 14 days of the issuance of this Decision, that is by March 14, 2014. The requirements for such appeals are set forth in Tukwila Municipal Codel8.116. All appeal materials shall be submitted to the Department of Community Development. Appeal materials MUST include: 1. The name of the appealing party. 2. The address and phone number of the appealing party; and if the appealing party is a corporation, association or other group, the address and phone number of a contact person authorized to receive notices on the appealing party's behalf. 3. A statement identifying the decision being appealed and the alleged errors in the decision. 4. The Notice of Appeal shall identify (a) the specific errors of fact or errors in application of the law in the decision being appealed; (b) the harm suffered or anticipated by the appellant, and (c) the relief sought. The scope of an appeal shall be limited to matters or issues raised in the Notice of Appeal. 5. Appeal fee per the current fee schedule, additional hourly charges may apply. In addition all hearing examiner costs will be passed through to the appellant. V. APPEAL HEARINGS PROCESS Page 2 of 3 H:\Design Review\Autozone NOD.docx r The Hearing Examiner appeal shall be conducted as a closed record hearing based on the testimony and documentary evidence presented at the open record hearing conducted by the Board of Architectural Review. The Hearing Examiner decision on the appeal is the City's final decision. Any party wishing to challenge the Hearing Examiner decision on this application must file an appeal pursuant to the procedures and time limitations set forth in RCW 36.70C. An appeal challenging a DNS, an MDNS or an EIS may be included in such an appeal. If no appeal of the Hearing Examiner decision is properly filed in Superior Court within such time limit, the Decision on this permit will be final. VI. INSPECTION OF INFORMATION ON THE APPLICATION Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington 98188 from Monday through Friday between 8:30 a.m. and 5:00 p.m. The project planner is Minnie Dhaliwal, who may be contacted at 206-431-3685 for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes. Contact the King County Assessor's Office for further information regarding property tax valuation changes. Department of Community Development City of Tukwila H:\Design Review\Autozone NOD.docx Page 3 of 3 HEARING DATE: NOTIFICATION: City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director FILE NUMBER: APPLICANT: OWNER: REQUESTS: ASSOCIATED PERMITS: LOCATION: COMPREHENSIVE PLAN/ ZONING DESIGNATION: STAFF REPORT TO THE BOARD OF ARCHITECTURAL REVIEW PREPARED FEBRUARY 14, 2014 February 27, 2014 On January 14, 2014, the notice of application and hearing was posted at the site and mailed to the surrounding property owners and occupants. The notice of hearing was also published in the Seattle Times on February 14, 2014. L13-0050 Jason Hubbell, Barghausen Engineers Timothy M O'Brien Design Review approval of new auto parts retail store. SEPA Building Permit 14625 Tukwila International Boulevard Neighborhood Commercial Center (NCC) SEPA DETERMINATION: Determination of Non -Significance issued on February 13, 2014. STAFF: Minnie Dhaliwal ATTACHMENTS: A. Vicinity Map and Photos of the Property B. Plans: Rendering, Colored Elevations, Floor Plan, Elevations, Site Plan, Grading/Storm Water Pian, Vehicle Maneuvering Plan, Landscape Plan, Lighting Plan. C. Site Furnishing details: bench and bike rack D. Photo of the proposed rockery retaining wall E. Screen/fence enclosure detail around the existing storage area for the appliance store. F. Applicant's responses to Design Review criteria. G. Materials and Color board (presented at hearing) FINDINGS VICINITY/SITE INFORMATION Project Description The current proposal is to construct a 6,815 square foot AutoZone retail store with associated site improvements including parking, driveway, landscaping and utilities. Subject Property and the Surrounding Land Uses See Attachment A for the vicinity map and photos of the property. The site is bounded by Tukwila International Boulevard on the east side and S 148th St on the south side. The entire subject site is approximately 1.7 acre triangular shaped parcel which is currently developed with retail and residential buildings. The project is located in the northeastern .7 acre of the parcel. The triangular shaped parcel slopes from the higher western property line to the lower elevations along Tukwila International Boulevard. A steep cut bank exists in the central portion of the parcel in a north south direction behind the existing retail buildings that front Tukwila International Boulevard. The preexisting uses of the property consist of parking, retail car sales and appliance sales along the Tukwila International Boulevard. The upper elevations of the parcel contain existing garage shop and residences. The surrounding uses include car sales to the north; administrative offices of Valley View Sewer District to the west; and a gas station and a fast food restaurant to the east (across Tukwila International Boulevard). Page 2 of 11 DESIGN REVIEW CRITERIA This project is subject to Board of Architectural (BAR) design approval under Tukwila Municipal Code (TMC) Section 18.22.070. The project is subject to design criteria included in Tukwila International Boulevard Design Manual, which is available on the city's website at http://www.tukwilawa.gov/dcd/apps/TIB Design Manual.pdf. For the applicant's response to the criteria, see Attachment F. The manual is organized into four sections; covering Site Design, Building Design, Landscape Design and Signs. Within each section are a number of subject areas, covering such issues as pedestrian circulation, architectural relationships, planting design and sign placement. For each subject areas, there are one or more Design Criteria, which are general in nature. The Design Criteria explains requirements for development proposals. They are the decision criteria by which the Board of Architectural Review will decide whether to approve, condition or deny a project. The Design Guidelines, which augment each Design Criteria, provide guidance to the project applicant, to City Staff and to the BAR in determining whether the project meets the Design Criteria. I. SITE DESIGN A. Site Design Concept The building along with associated site improvements including parking, landscaping and utilities are proposed in the north east corner of the lot. Applicant is planning on creating a separate lot for the Autozone store and will apply for the plat prior to the issuance of the building permit. The site is laid out with two driveway accesses along the Tukwila International Boulevard. The third (northern most) driveway is proposed to be replaced by a new sidewalk. Applicant has stated that the two driveways are necessary for truck maneuverability. There is a landscape island that separates Tukwila International Blvd and the parallel parking along the existing store fronts. The island is proposed to be shortened in order to allow easier vehicle maneuvering. The sidewalk in the area of the proposed building will connect with the sidewalk along the existing storefronts to the south. Also, a sidewalk will be installed for the frontage of the property along S 148th St. B. Relationship to Street Front Twelve feet setback is required along Tukwila International Blvd. These requirements can be waived if they are approved as part of the overall design approval and pedestrian oriented space is provided. Per the Tukwila International Blvd Design Manual, the pedestrian oriented space is defined as "an area between a building and a public street that promotes visual and pedestrian access onto the site and that provides pedestrian - oriented amenities and landscaping that enhances the public's use of the space. A Page 3 of 11 pedestrian oriented space is encouraged to have landscaping or built in planters; site furniture, artwork or amenities such as pedestrian weather protection or other enclosure such as an arcade. The applicant has requested a waiver of the standard setback and has included a small plaza area with built in planters, seating and awnings to meet the design manual requirements. The building entrance is oriented to Tukwila International Blvd and brought closer to street edge as opposed to having a parking in between the building and the sidewalk. C. Street Corners The proposed building is in the north east corner of the larger lot. There is an additional lot to the north and therefore this criterion does not apply. D. Continuity of site with adjacent sites The sidewalk along Tukwila International Blvd connects the proposed building to the property to the north and existing buildings to the south. Due to grade change and topography an east -west pedestrian connection is not possible. E. Shared Facilities The south driveway is proposed to be shared by the new proposed building and the existing retail buildings to the south. F. Site Design for Safety The plaza is located to minimize the conflicts between drivers and the pedestrians and special textured paving will help highlight the plaza. Exterior lighting is provided in the parking areas. However no lighting is proposed on the north side of the building. Tukwila Police Department has recommended that motion sensor LED lighting be installed along the north building wall. Also, the landscaping along the north wall shall include plants with thorns for crime prevention. G. Siting and screening of service areas The garbage and recycling areas are located to the west of the building and are not visible from the public street. A six feet tall masonry wall is designed to match building construction and screen service areas. The doors to enclosure will be opaque and painted to match the building. Page 4 of 11 H. Natural Features and Sensitive Areas There is a topography change between the western portion of the site and the lower side along Tukwila International Blvd. A north south retaining wall is proposed along the grade change. I. Surface Stormwater detention facilities An underground vault is proposed under the parking area. Also, surface water from the roof is directed to two rain gardens; one along the east side of the proposed building and the second one along the west side. A rain garden allows for the opportunity for plants to absorb runoff storm water that would otherwise be directed to downstream drainages. The cross sections for the rain garden are shown on Sheet C4 of 9. The proposed plants in the rain garden areas are shown on the landscaping plan. J. Pedestrian circulation A pedestrian plaza is proposed to connect the building entrance to the sidewalk. A continuous sidewalk along Tukwila International Blvd will provide north south pedestrian connection. Also, a sidewalk is proposed along the south property line along S. 148th St. K. Pedestrian Amenities The landscape plan shows textured paving in the plaza area, which shall provide interest and enliven the pedestrian plaza. However the civil plans need to be revised to show the textured paving. Additionally, the applicant has proposed two benches, raised planters and a bike rack in the plaza area. See Attachment C for details of the bench and the bike rack. The guidelines in the Design Manual envision a lively and vibrant pedestrian place. However there have been previous safety concerns with benches along Tukwila International Blvd. One option may be for the applicant to design planter boxes instead of the benches or locate the benches so that they give the appearance of private seating as opposed to seating in a public space. L. Vehicular Circulation There are two access driveways proposed along Tukwila International Blvd, and these will be shared by the existing businesses on the property and the new proposed building. Page 5 of 11 M. Parking All required parking is provided onsite. The minimum parking requirements for retail are 2.5 stalls per 1000 sq. ft. Here is the breakdown of the code required parking spaces and the area of the existing and proposed building: Business Square Feet Min parking required per code Autozone 6815 17 Existing Appliance store 3468 8 Other Existing retail 2300 5 Total Parking Required 30 Total Parking Provided 31 (this does not include parallel parking stalls along the existing store fronts) II. BUILDING DESIGN A. Architectural Concepts The building is positioned close to the street with an entrance door oriented to Tukwila International Blvd. The east elevation has large areas of glazing which will present a transparent front along the street. B. Architectural Relationships There is no great architectural building in the vicinity for the proposed building to emulate. As the city gets further redevelopment along the boulevard, the architectural relationships will get more established and architectural context will get established over time. C. Building Elements, Details and Materials Applicant was asked to provide articulation by introducing texture and material variation. In response the applicant has proposed to use architectural panels of brick (Nichiha Plymoth Brick panels) along with stucco. The use of brick panels on the pilasters helps highlight the pilasters as an architectural element. Also, color variations add visual interest by articulating the large fagades. The dark bronze metal awnings are complimented by the same color on the cornice. Additional articulation and modulation was added on the south fagade by an awning and opaque windows. The north facade is softened by landscaping. The entrance feature wraps around the corner to highlight the entrance and the corner of the building. The rockery retaining wall is proposed to address the topography issues on the site. Attachment D shows the photo of a similar Page 6 of 11 rockery wall. Retaining walls over four feet need to meet setback requirements unless the setbacks are waived per TMC 18.50.150. The proposed retaining walls meet the setback waiver because the site is on the low side of the wall and not visible to adjoining properties. D. Pedestrian -Oriented Features The windows and canopies on the ground floor are provided. The plaza also wraps around the corner of the building and helps links the building with the public realm. E. Mechanical Equipment The HVAC units servicing the building will be located on the roof and will be fully screened from view on all sides by the building parapets. Also the building is equipped with internal roof drains therefore no downspouts or scuppers will be visible. III. LANDSCAPE DESIGN A. Landscape Design Five feet of Type I landscaping that includes one tree per 30 feet is required along Tukwila International Boulevard. A minimum of 10 sq. ft. of interior landscape area is required for each parking stall over 20. The retaining wall is proposed to be screened by Boston Ivy that is planting at the base and cascading Cotoneaster that is planted at the top of the wall. Smaller accent trees along with planters are proposed in the plaza area. One of the existing street trees is proposed to be removed to accommodate the driveway. The landscaping along the north wall is proposed to help soften the facade. However Tukwila Police has suggested including some shrubs with thorns for crime prevention. B. Planting Design Interesting mix of plants is proposed to add variety and interest to the planting plan. The choice of plants in the rain garden is appropriate for visual interest and function. There may be an opportunity to replace the bench with a planter. Additionally, irrigation is required and the building permit submittal shall include an irrigation plan. Also, the plant quality shall meet the standards in the ANLA American Standard for Nursery Stock. Page 7 of 11 IV. Signage A. Signage Concept Each business is permitted a sign above the entrance. Applicant is proposing two wall signs. Per TMC 19.20.050 F (4), the fagade that does not have an entrance may be permitted a reduced size sign (50% of the size allowed for a facade with an entrance). Per TMC 19.36.040(2), "When an application is submitted to the City for a project that is subject to design review, on any non -conforming building -mounted signs on the premise affected by the construction and all non -conforming free-standing signs lose their nonconforming status. The existing billboard is proposed to be removed. The freestanding sign for the appliance store is also non -conforming and shall lose its nonconforming status and will need to comply with the City's Sign Code. B. Sign Placement The graphics show one sign on the east fagade and one on the south fagade. The proposed signs shall comply with the city's Sign Code. No details have been provided for the freestanding sign. C. Sign Design The Design Manual stipulates that high quality material and finishes must be used for signage and backlit plastic signs are discouraged. Individual channel letters are shown on the materials submitted with the design review application. CONCLUSIONS I. Site Design The site is accessed by two driveways from Tukwila International Boulevard and from South 148th Street to the south. All required parking is provided on the site and no parking is proposed between the building and the sidewalk. A pedestrian plaza is proposed to connect the building entrance to the sidewalk. Continuous sidewalk along Tukwila International Boulevard provides north south pedestrian connection. The landscape plan shows textured paving while the civil plans show concrete as the paving material in the plaza area. Applicant shall revise the civil plans to show textured paving, to provide contrast and highlight the pedestrian areas. There have been previous safety concerns with benches on the sidewalks along Tukwila International Blvd. Applicant shall either locate the benches so that they appear to be on private property or replace them with planters. There is no lighting proposed on the north side of the building and Tukwila Police has recommended that motion sensor LED lighting be installed on the north building wall. The service areas are well screened. Page 8 of 11 II. Building Design The building is positioned so that the fagade with windows faces the public street. All the facades provide articulation by using different materials, colors and textures. Architectural brick panels are proposed on the pilasters and contrasted with different colors of stucco. The dark bronze metal awnings are complimented with the same color on the cornice. The north facade is softened with landscaping. The entrance is highlighted by the wrap around architectural feature. Rockery retaining wall is chosen to add additional texture and landscaping is used effectively to screen and deter graffiti. The mechanical equipment is screened by the parapet. III. Landscape Design The landscape plan meets the minimum code requirements for the perimeter and parking lot landscaping. Providing planters in the plaza area will add interest along the street. Interesting mix of plants is proposed to add variety and interest to the planting plan. The choice of plants in the rain garden is appropriate for visual interest and function. The retaining wall is well screened by vines. The landscaping along the north wall shall be revised to include shrubs with thorns for crime prevention. IV. Signage Two separate channel letter signs are proposed on the building and shall comply with the City's Sign Code. The Billboard is proposed to be replaced. The existing freestanding sign for the appliance store is a nonconforming sign and will need to comply with the City's Sign Code per TMC 19.36.040(2). RECOMMENDATIONS Staff recommends approval of the Design Review application with the following conditions: 1. Textured paving shall be used in the plaza area areas to provide contrast in colors and highlight the pedestrian area. The civil plans shall be revised to be consistent with the landscape plan. 2. Applicant shall either re -locate the proposed benches so that they appear to be on private property as opposed to be next to the sidewalk or replace them with planters. 3. Motion sensor LED lighting shall be installed on the north building wall. Also, the landscaping along the north wall shall be revised to include shrubs with thorns for crime prevention. 4. The existing freestanding sign will need to comply with the City's Sign Code. Page 9 of 11 INFORMATIONAL ITEMS Also, please be aware the followings items must be addressed along with the building permit application: 1. A short plat to create a new lot must be submitted prior to the building permit submittal and it must be recorded prior to the issuance of the building permit. 2. Transportation Impact fee applies to the future Building permit in the amount of $13,902.60; based on Commercial — Retail (Auto Parts Sales) in Zone 3 ($2.04 x 6,815 sq ft/GFA = $13,902.60). Public Works Bulletin A3 — Pavement Mitigation and Transportation Impact Fees. 3. The landscaping plan shall include the following notes and include an irrigation plan: i) Plant Quality: 1) Plant quality must meet the standards in the ANLA American Standard for Nursery Stock (ANSI Z60.1-2004) including, but not limited to the following: a) For B&B plants, trunks must be in the center of the root ball; b) Minimum root ball diameters and depths for trees and shrubs shall be as specified in ANSI Z60.1-2004 for each species; c) Height and spread shall be as specified in ANSI Z60.1-2004 for each type of plant and species; d) Root flare must be visible on B& B plants; e) No J roots, no circling roots; f) No root in rootball greater than 1/10 of tree trunk diameter. 2) All container grown plants shall be healthy, vigorous, well rooted, and established in the container in which they are growing. A container grown plant shall have a well- established root system reaching the sides of the container to maintain a firm root ball, but shall not have excessive root growth encircling the inside of the container. 3) For live stakes, specify that they must be harvested from dormant stock and installed only between October 15th and March 15th. Live stake diameters shall be as follows: willows 1/2 inch; red osier dogwood - 1/2 inch. 4) For native plants: top growth must be equal or greater in mass to the root mass, but not more than three or four times its size. ii) Planting Detail: 1) Balled and buriapped (B&B) trees and shrubs: all twine and wire is to be removed from B&B shrubs and at least the top 2/3 of burlap is to be removed. Page 10 of 11 2) Container grown plants: root ball is to be loosened and any circling roots pruned prior to planting. 3) Plant installation: Planting pits must be twice as wide as the root ball and only the depth of the existing root ball or else the bottom of the planting pits must be compacted prior to planting to insure there is no settling. Plants are to be installed so that the top of the root ball is at the soil surface. 4) Mulching: Planted area must be mulched with arborist chips or bark after planting to help control weeds, prevent erosion, and conserve moisture. 2-3 inches of mulch is to be applied around all plants, keeping mulch 2-3 inches away from the crown of plants or the trunks of trees and shrubs. 5) When arborist chips or coarse bark mulch is applied, it should be used sparingly in areas where spreading/vining groundcover is planted to encourage additional rooting. Provide mulching details in the plan. 6) For planting live stakes, 3/4 of the length of the live stake must be installed below the ground (with at least two nodes above ground). Specify that pilot holes are to be used if necessary. iii) Site/Soil Preparation Details: 1) No backfilling of individual plant pits with amended soils is allowed. Instead, the entire planting site must be prepared and receive soil amendments prior to planting. 2) Soil must be loosened to at least 18 inches in depth and organic material, such as compost (for example Cedar Grove or equivalent), tilled into the entire planting site prior to planting. Alternatively, topsoil with at least 10% organic matter must be imported and incorporated into planting area. 3) Provide specifications for compost and/or topsoil. Page 11 of 11 Attachment A Attachment A Photo of the area where the proposed building will be located. The billboard and the building next to the billboard are proposed to be removed. Existing commercial buildings including the appliance store on the subject site that are proposed to remain. Attachment A View of the subject site from S. 148th St. The old neighborhood resource center is not on the subject site, but is a separate parcel. The residential structure is on the subject parcel. L i3 •ossa 0 COPYRIGHT 2007 00000 0 VOW 23-0. vri=mi xi „Ds F.F. 1 EAST ELEVATION - FRONT SIDE Scale: 1/8'-1'-Oo 4• 23'-0 18' m0©00 ®00041? 0 C> 4,4141% 2 NORTH ELEVATION - RIGHT SIDE e Scale: 1/e--1'-Oo 4' a' 16' mtm0 ®0 m�mi0 1 to 3 WEST ELEVATION - REAR Scale: v8--r-oo 4' 8' 16' —4 2i' 0- -012' 2' GRADE -4-Ka; FLOOR 4 SOUTH ELEVATION - LEFT SIDE Scale: 1/8--1'-00 4' 8- 16' 0 0 Q 00 0 0 0 0 0 0 0 0 0 00 0 CORNICE WITH STUCCO FINISH COLOR: STUCCO FINISH - COLOR: STUCCO FINISH - COLOR: C STUCCO FINISH - COLOR: STUCCO FINISH - COLOR: 3 4 4 PROJECTED ACCENTS WITH STUCCO FINISH - COLOR: n ALUMINUM STOREFRONT - RED KYNAR FINISH GLASS AND ALUMINUM DOORS - CLEAR ANODIZED FINISH WALL MOUNTED LIGHT FIXTURE PAINT HOLLOW METAL DOOR(5) 4 FRAMES COLOR: TOILET WALL VENTS PAINT TO MATCH WALL WALL SIGN - 42' CHANNEL LTR5. (AUTOZONE ONLY) V -GROOVE SCORE JOINT PIPE GUARD - WITH RED PLASTIC SLEEVE MECHANICAL UNITS SCREENED BY PARAPETS METAL AWNING COLOR: 5PLITFACE BLOCK PAINT COLOR: 5PLITFACE BLOCK PAINT COLOR: I I SMOOTHFACE BLOCK PAINT COLOR: n NICHIHA ARCHITECTURAL PANELS - PLYMOUTH BRICK- CRIMSON ALTERNATE # I - BRICK VENEER TO MATCH COLOR OF NICHIHA PANELS 121 131 p0 NOT PAINT OVERHEAD DOOR PAINT ANGLES 5W G085 DECORATIVE METAL ACCENT. COLOR: LINE OF TOP OF BUILDING RETAINING WALL. PT. RETAINING WALL TO MATCH BUILDING PAINT SCHEME. CORNICE WITH STUCCO FINISH COLOR: Y,' BLACK OPAQUE GLAZING ALUMINUM STOREFRONT - RED KYNAR FINISH 4 131 1 1 ELEVATION KEY NOTES NOTE: FAINT COLORS BY ICI PAINTS - SHERWIN WIWAMS #6091 REUABE WHITE n-SHERWIN WILLIAMS #6086 SAND DUNE 3 -SHERWIN WIWAMS #6088 NUTHATCH R-SHERWIN WILLIAMS #6083 SABLE 2 COLOR SCHEDULE 1)3 XJ5rC) (n O W v 14-3 CV M AutoZone Store No. 4181 0) (0 = H Z 0 H w J w 0 w Q 0 U Architect: AUTOZONE INC. M 00 M : (901) 495-8969 07-17-13 7N2 CE -1 115'-4" 24'-8' 26'-2" 21'-0" 4'-4" 4'-4" 4'-4 9 u 16'-9" 24'-6" 16'-2" 1 5,-4. LOADING JCA 3'-3' 3'-4' 1 t i 10'-3" J I II • 37—.) 19'-4" 27-10' 8 4'-4" r 40/M4 *s,/,‘ , `' MANAGE SALES AREA a 1 10'-0" 1-1 1 4'-4- 65'-4" 14'-4' 99'-0" 4' —aDl t±L�L 10'-2' 21'-2" o- 0 3'-3" Min 1 -11,K ■ IMP -0" 11'-0' 5%0' FLOOR PLAN Scale: 1/8"-1'-0" o 4' 8' 16' U ROOF PLAN Scale: 1/8" -r -o" L 21'-4" LATIQN 1 9 q / ROOF DRAINS TYP. ROOF HATCH OPENING tiTt=t1 E91 • • L, ■ L HVAC UNITS SCREENED BY PARAPETS ROOF SLOP 4' 8' 16' AWNING Ll3" QQ5c L LL 0 z 0 w O L_ -J s' J AWNING z z 0 CO w v ICA (0 N AutoZone Store No. 4181 00 Or) Cr) ON '0 h 00 4V O 0000 00 o @W.' ON .o 01-26-14 7N2 -R PS1 _ii11III11111 111111 1 EAST ELEVATION — FRONT SIDE Scole: 1/8--1'-Op 4' 8' 16' 2 NORTH ELEVATION — RIGHT SIDE SCOle: 1/8' -1' -OD 4' 8' 16' 3 WEST ELEVATION — REAR Scale: l/8' -1' -OD 4' 8' 16' 4 SOUTH ELEVATION — LEFT SIDE Scole: 1/8'-1'-o5 4' 8' 16' 0 0 0 0 0 0 0 CO dID 8 CORNICE WITH STUCCO FINISH COLOR: 1 41 STUCCO FINISH - COLOR: STUCCO FINISH - COLOR: P1 STUCCO FINISH - COLOR: STUCCO FINISH - COLOR: 4 PROJECTED ACCENTS WITH STUCCO FINISH - COLOR: ALUMINUM STOREFRONT - RED KYNAR FINISH GLASS AND ALUMINUM DOORS - CLEAR ANODIZED FINISH WALL MOUNTED UGHT FIXTURE PAINT HOLLOW METAL DOOR(5) 4 FRAMES COLOR: TOILET WALL VENTS PAINT TO MATCH WALL WALL SIGN - 42' CHANNEL LTRS. (AUTOZONE ONLY) IV-GROOVE SCORE JOINT PIPE GUARD - WITH RED PLASTIC SLEEVE MECHANICAL UNITS SCREENED BY PARAPETS METAL AWNING COLOR: SPUTFACE BLOCK PAINT COLOR: El SPUTFACE BLOCK PAINT COLOR: SMOOTHFACE BLOCK PAINT COLOR: I -I NICHIHA ARCHITECTURAL PANELS - PLYMOUTH BRICK- CRIMSON ALTERNATE # I - BRICK VENEER TO MATCH COLOR OF NICHIHA P44145m2 DO NOT PAINT OVERHEAD DOOR PAIN1-71F5 SW G088 DECORATIVE METAL ACCENT. COLOR: I dII UNE OF TOP OF BUILDING RETAINING WALL PT. RETAINING WALL TO MATCH BUILDING PAINT SCHEME. CORNICE WITH STUCCO FINISH COLOR: 1 I Y4 BLACK OPAQUE GLAZING ALUMINUM STOREFRONT - RED KYNAR FINISH 1 31 3 1 I ELEVATION KEY NOTES NOTE: PAINT COLORS BY ICI PAINTS 1I1 - SHERWIN WILLIAMS 16091 REUABE WHITE I ll-SHERWIN WILLIAMS #6086 SAND DUNE F-51-SHERWIN WIWAMS06088 NUTHATCH 4 -SHERWIN WILLIAMS #6083 SABLE 2 COLOR SCHEDULE 6, 4 10-1e 10-2 ETRRFS t COPY ///,AutoZone 1..7;-: WHITE BACK GROUND GLOSS BLACK h 8, ea STUCCO TEXTURED COVER COLOR SW 6088 TO MATCH BUILDING, HOW COVER 1' OFF FINISHED GRADE. FINISHED GRADE FRONT ELEVATION 29.79 S.F. 0) 0 W cc 60 CO M 3 MONUMENT SIGN L/3 • G�S� AutoZone Store No. 4181 aD (O Q) rn m 2 I— w 0 z 0 z 0) z _0 1- W J iL 0 w w ytjo 03 U N W C . 01-26-14 7N2 -R PS2 I-30' 0 15 30 60 PRELIMINARY SITE PLAN A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON VICINITY MAP NOT TO SCALE PROJECT DESCRIPTION: CONSTRICT M APP021610117 11215-SOIMIR-1901 N11020NE B1R16G OF 1415001 8960114701 NEW ASPIMLT AMMO. IN RIM IAIOSUPE 01681T06, 010.660 *0666106 460146 UMW, 6It#210NAL 6011151110. MO 43302108 011117 86141141686. SITE AND DEVELOPMENT DATA: 1. 20986 1KC: 1110601608 BUIEIRNL CENTER 2.56E 2BR.SS. 14625 11 6A 017E1640094. 899.E610 3 ANF 89408-0e4-08 4.STE AGFA: WOMBED WE AREA - 30.462(:) SWIM FEEL. 0.7 ACRE 10741. SCE YEA • 74.155 501118E FUR 1.70 POE 5. MUM YEA5 PROPOSED 41020E STORE - 11.115 SCOW FEET 815760 APRMNCE STORE - 5.468 =MI FRT MING RUM . 2.500 SPORE FEET 19191. 848401*. 66D6G ARA MOROSE0 • 12.515 SCRMNE FEET S. PANIC CALCIU 096: 4.1057146 OM:MATELY ME 11686119 SPAOS 0.160111172 YR020E 6215 50186E RET (1ETM • MOM 29/1200 16F) • 166111 17 A9NNWfa SIM 3.466 SWORE FEET (ELM • 10668 25/128 961) • 1688 8 REIM 2.300 WARE FEET (61144 - IMAM 25/1.000 I6f) • WORM 5 TOTAL PARKING =U - MOWN 30 PIIOPOSER 10TAL STALLS N621OSID - 32 514615 176E166IIL 5100I116: P,18668 5E168O@ FROM: 12 FEET RAE 10 FEET SOF: 10 FQT 0. W2 MUM icon: 35 TEST 6.1001141 IAMISCAPING 68110E5 57651 FRONTAGES: 5-061 RIMIER NANG 8064610891. BOULEVARD 1111G01 1480504E YEA 7 5MAME FEET OF IMOSCAPE ARA MUM P8 STALL ALL PARKING MUS 58111 NNME A 8491114 LA106CAPE 5164 A 166641 OF 2 FEET 110E MO AL1 MEW( OF 5 FEET SOC UTILITY PROVIDERS: 66108 1080 106215 1M1E9 MST. 125 (206) 242-9547 SPIER: VALLEY NEW SEWER 067847 (206) 242-3236 STOW: 0114 OF T611A (206) 433-0179 CARENCE/RECYQNO: AUX(' WASTE SERVICES (600) 322-8709 mac =TUG CPK (666) 642-0444 CAERE: [385457/278917 (68) 934-6469 POWER: SEATTLE CITY LIGHT (206) 664-3000 GAS: P5E (866) 225-5773 413 sic.605 46 1 b 8 A W O AUTOZONE 2/4/2014 1111 I�#Y YY d 8 5 8 \16440—PS.d.g f . P.\16000e\I6440\p r -3o' 0 15 30 60 STORM STRUCTURE SCHEDULE CR 1, TYPE 1 SOUR COVER SADDLE EX 12' Poi/ - 320.5 4 MATCH EX GRADE IE -319.10 (8- W) 06 R TYPE 1. VI/SOLID COVER RIM • 324.17 6.319.22 (8' E) 1E-319.22 (8' N) 01 3. TYPE 1. W/SOLID COVER RIM - 323.42 E -320.0 (8- S) ES E.1. TYPE 2. 48' VI/SOLID COVER RIM - 333.0 t MATCH EX GRD. E• 322.5 (6' PERF) CM 4. TYPE 1. W/S1D GRATE RIM - 325.75 6-322.50 (6' N) pal, TYPE 1, W/50140 COVER RIM • 324.7 ( -321.48 (6' N) (-321.48 (6' SW) ES4.2, TYPE 1, W/BEEH6VE GRATE RIM • 324.5 ( .322.00 (6. 5) CR 6, TYPE 1, W/51D GRATE RIM 324.82 E -321.11 (6' NE) (-321.11 (8' W) ES6, TYPE 1. W/STANDARD GRATE RIM • 324.75 E-320.92 (6' N) 6-320.92 (8' 5) 06 6.1. TYPE 1. W/9EEHIVE GRATE RIM • 323.50 E-371.50 (6' 5) GS 52, TYPE I, W/SOUD COVER RIM - 325.10 ( -32023 (8' W) 6-32023 (8' SE) E X CS. CONNECT TO INLET DAYURE FORCE MAIN RIM - 325.40 IE -322.00 (3 5w) OFILTER VAI&T 0440161. RW - 325.27 10.314.00 (8' 5) ESOP 1 OUTLET CONTROL RISER SEE DETAIL IE -317.00 (8' E) O PUMP NASI,, 60' MANHOLE (•313.95 (8' 6) 10.308.00 (3' NE) VAULT INLETS (ALL) E -315.50 (8' NE) PRELIMIN RY GRADING AND STORM DRAINAGE PLAN ORTION OF W OF THE SE 1/4 OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, A P 1/4W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON UPSTREAM TRIBUTARY BYPASS ANO WALL DRAIN. WASHED ROCK GRAVEL TO SURFACE WON 6' PERF. PIPE TW -332.8 TW. IW.3745 TO BW.01NG FOOTING DRAW -335.0 NEW GRAVEL TUN AROUND STORM GRAN PIPE TABLE START STRUCTURE ENDING SIURTURE PIPE DIA. LENGTH SLOPE MATERIAL RNERT IN: INVERT OUT: C8 1 CB 2 8' 24 1F -0505 CPEP 5D 319.10 31912 _ CB 2 CB 3 8' 16 LF 1.00% CPEP 50 31922 31938 CB 4 VAULT 8' 40 is 1.005 CPEP SD 32250 322.10 CB 4.1 CB 5 6' 37 LF 1.00% Duct*e Non 5D 321.48 321.11 CB 4.2 C8 4.1 6' 52 LF 1.00% Du6(le Non SO 322.00 321.48 08 5 VAULT INLET A 8' 4 LF 1.005 CPEP SD 321.11 321.07 CB 6 VAULT 8' 9 11 1.005 CPEP 5D 320.92 320.83 CB 6.1 CB 6 6' 58 LF 1.00% CPEP 5D 321.50 320.92 CB 6.2 VAULT INLET B 8' 14 14 365 5D 320.23 315.30 FILTER VAULT OUTLET PUMP BASIN 8' 5 LF 1.00% CPEP SO 314.00 313.95 OUTLET CONTROL FLIER VAULT PEE1 B' 6 LF 2.005 CPEP 5D 317.00 31697 PUMP BASIN EX CB 3' 72 14 N/A POLY C1 120 308.00 322.00 1- iX BLDGS (TO RERUN) 1 • • • RAIN GARDEN 1 SECTION I•-30• HORIZ 1'.5• VERT Smes tic= 123. (HELD 0.511116 PIR LEGEND PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT EIOSTNO CONCRETE CORE NEW COMMIE CURB NEW CPC. SwAIF EX. (1/0 POWER OL TELEPHONE EXSTNG STORM PIPE EX51N6 SANITARY SEWER PIPE EXRIIOIG WATER UNE PROPOSED 5ANOAR1 SEWER PROPOSED SEWER MANHOLE PR0PO5ED STORM DRAINAGE PROPOSED TYPE 1L CATCH BASH PROPOSED TYPE 2-48' CATCH BASH SD ss • MING GROUT. CONTOUR PROPOSED GROUND CONTOUR PROPOSED CRASHED GRADE SPOT ELEVATION PROPOSED 11NSHE0 TOP OF WALL SPOT ELEVATION PAWNENT SWALE MEET k MATCH EXMTNG SUFFFACE DRAINAGE DIRECTOR ■ 400.5 -1W 3382 ME GRADING NOTES 1 ALL EROSION CONTROL MEASURES SNAIL BE PLACE PRIOR TO START OF CONSTRUCTOR. 2. ALL SPOT ELEVATORS ARE TO TOP OF EV115R SURFACE UNLESS NOTED OTHERWISE KEYNOTE CALLOUTS 0 20192.0 120 STORM DRAINAGE vAIAT GROSS INSIDE DIMENSICN CONFINED STORM DETENTION AND WETVAILT O CONNECT FILTER MEDIA DROWSES O RAN CCVNOEN - AREA 1 • 640 50. FT. AREA 2 - 430 50. R. © STORM WATER PAP 865N VARIES TRAIN ROCK 6' WRAPPED PERFORATED FOOTING GRAIL CONNECT TO STORM RETAINING WAIL W/ PROTECINE RAL. SEE STRUCTLARAL TYPICAL RAIN GARDEN SECTION 4407 TO SALE 930 18' TOPSOIL. MIX WNL WHERE SHOWN PER PLAN - SEE STRUCTURAL 325 CASTING PROPOSE° 1TMESLI4 PROPGS(D- • OON0-0 920 330 325 a MI 0}50 4400 L/3 RAIN GARDEN 2 SECTION 00so ,-•30' HORQ 1•-5• VERT LTw 320 qb A 8 z C7 0z 5 cc z_ Q 0 STORM DRAINAGE PLAN 2 O g It - 0 O N w x z a n N fV csi 0:4 z rn 50 m ¢ I I 3 • N N N N Z N N 00 • Y vv la oI S 8I 4/2014 11:31 AM $tole:l' • 1' 8 .E 4 1'-30' 0 15 30 60 PRELIM- 'CRY VEHICLE MANEUVERING EXHIBIT A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON LEGEND PROPOSED CONCRETE PAVEMENT EXISTING CONCRETE CURB NEW CONCRETE CURB 15.00 53.00 11 G 4.00 19.50 WB -65 Tractor Width Trailer Width Tractor Track Trailer Track O O feel 8.00 Lock to Lock Time : 8.0 : 8.50 Steering Angle : 28.4 8.00 Articulating Mgle : 70.0 8.50 L.13 »gd PREUMINARY s VEHICLE MANEUVERING EXHIBIT LL AUTOZONE 2/4/2014 0 10 20 40 _S8'48 51 "E 91_42_ r ''RELIMINARY LANDSCAPE PLAN A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. CITY OF 1UKWILA, KING COUNTY, WASHINGTON S87'53'23"E 177.01' 4 ( `<rbti //•/ 0- / / 0). / / /1 / r 11 /`ti .!'!^ l l /lfs ! i i l / ' / %t //%' / 11 rarortA ii, iwi _____I .s Try / /I/ / • "3 'F 'I l T. L.L.I.I.LL.IIIIIIIIMIIMIIMIIIIIIINIMI 0 T.U .ITLL Lt.I.I.1 I. L.1. La,.l.l .I.I.L Irl L , 11101,1,111•11M11 I./ 6.I,111111.1 • X?2 /' / 71 2i / X X '-Y4,_ _ - NOT TO SCALE LANDSCAPE PLANT MATERIAL LEGEND SIZE FDTANIGIL /COITION NAYFS CONDITION SPACING own REMARKS J1MOUl TREES: CALOCEDR05 0ECORRENS / 6' - Y HT. A5 SHOWN 5 0 &CENSE CEDAR 6 & 6 SI N. • U 00 1.75' CAL AS SHOWN 2 S MUSA DOGWOOD B&8 U FR05»80 POI SYLVANKY. 'PAMORE' / 5 CALM AS SHOWN 6 S O PA111IXE ASH (RAM GARDEN) U PYRI15 C UMMA 'CORN: / 2 CAL B t 6 AS SHOW 1 S * CAPITAL ORNAMENTAL PEAR (STREET TREE) F5 F ( 217 1 SERPoQAGREEN VASEA'00004A VASE' / 1.78 B AS SHOWN7 S 5 1F 6 + STREET TREE 1.75 CAL AS SHOWN 1 W Et8 5 C C E SKEET TREE 1 1 STREET TREE 1 1 Ste: 1 GALLON 2s' O.C. 23 I WINTERBLOOWING B0630114 ®=US PUFAUREUS / 21' - 24' 4' O.C. 26 I O CORNUS DOGWOOD / 1 GALLON 3.5' 0.C. 15 I (RAN CAROM CORMS SERICEA 1 GALLON 5' O.C. 13 1 /// Y 000 (RAN GARDEN) KOAPFOFIA HYBRID •SUNMNGDV.E 1 GALLON AS SHOWN 54 I YOICW (2M1AR/500J roux RED-HOT POKER O TPLFATAA// 16' - 21' AS SHOWN 30 il. MAIONA AOIIEIXWIM / OREGON GRAPE 21' - 24 5' O.C. 50 IORREMYR 0 MICA CAUFORNICA / 21'-24 5'0.0. 15 ® NMONA DOME ERE PO8ER' / FLE POWFN NFAVENLY 801400 18' - 21' 2.5' O.C. 20 SVA P!RfPt*EA 'NANA' / 1 GALLON 4' O.C. 12 O DWARF ARCTIC WILLOW (RAN GARDEN) VINES: PARTEN0C0SUS 1RICAAPIOW10 / 1 GALLON 10' O.C. 23 BOSTON NY GRaMDCOVERS: AKTOSTANDIDS KIEYOWECK WA-URST / 4' POT 12' O.C. AS REO'D ' i . C01ONEOSTER DAINE ! 'KOCSHOLLE.N / 1 GALLON 3' O.C. AS - / •. .•. SKOGSH0 MEN 0ARBER Y C TOWASTER REO'D FRAGPARN CHROME / 4' POT 12' 0.C. A5 'D BEACH STRAWBERRY E ULT TURF 4 12' O.C. REO AS REOD R JfJ/J T" (J/!/f / /BIG ,, , -.;q.,4'..O". 'C. .1 Y'." -',...,-..11`24,O7'...7" '30: n"Y,., ,A.....4 ^'!5'"ta" i &NCB EFUSl15 / COMMON 81)50 PUXS 10' O.C. AS RECD OAGGEAIERUSHI/ .e++"Y } 501RPUS MICROCARPUS / :1f": w. w . SWILL -FRUITED BULRUSH (RAN CAROM OE & OW ONE GROWING ASO&; NURSERY GROWN. i -CUT LEADER AE & CW ONE CROWING ,FwSON; NURSERY GROWN, W/ BRANCHED AIE & GW ONE GROWING Asat NURSERY GROWN. i -CUT LEADEN WAKE h GW ONE GROWING 161RSERY GROWN STREET TREE USE. IAIKLE0 AT 6' 'ARE t GW ONE GROWING ASMI; NURSERY GROWN N STREET TREE USE RANCHO AT 6' TCN SPECIES OF EXISTING REST TREES. STAKE & GW E GROWNG SEASON: NURSERY OWN FOR 51Rt0T TREE USE. IANCHED AT 6' REMN7, SAVE AND PROTECT BE REMOVED AID BUSHY. HARDDED GROMTR AND BUSHY AM BASH"( FULL AND BUSHY AND BUSHY. 3 CANES FULL AND BUSHY FUL. AND BUSHY. 3 CANS WHIM 1 PRELIMINARY LANDSCAPE PLAN _'u"4 /3 ciQ5O FURL IFAA4 STNS ON WALL HOLD 16' FROM FORCERS, SHRUBS. AND TREES HOLD (6' FROM BDROD6 HOLD 14' FROM BORDERS, SHRUBS. AND TREES HOLD 10' FROM BORDERS. SHRUBS. AND TREES THROUGHOUT BOTTOM OF PUN GARDEN. N RANDOM GROUPING OF 4 TO 5 RANTS T i R STATE OF WASHINGTON REGI LANDSCAPCCHITECT AR TIOR TMEr5EOL 05 (VALID ONLY 1111N9WATURE) WIRER 12/15/14 g r NI 5 J PRELIM NARY LANDSCAPE NOTES AND DETAILS A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. CITY OF TUKW ILA, KING COUNTY, WASHINGTON LANDSCAPE PLANTING NOTES AND MATERIALS SCOPE OF WOfK FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH TOPSOIL TREATMENT AND PREPARATION OF SOIL FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTILIZER, STAKING. MULCH. CLEAN-UP. DEBRIS REMOVAL. AND 90 -DAY MAINTENANCE. QUAIJFICATONS: LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK AND HAVE A MINIMUM OF FIVE (5) YEARS EXPERIENCE INSTALLING SIMILAR WORK. CONTRACTOR TO BE UCENSED TO PERFORM THE WORK SPECIFIED WFMIN THE PRESIDING JURISDICTION. JOB CONDITIONS: R IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE 5RE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISH GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. PROTECTION: SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLATT UNTIL OTHER CONSTRUCTION OPERATIONS WHICH CONFUCT HAVE BEEN COMPLETED. IF AN IRRIGATION SYSTEM IS TO BE INSTALLED DO NOT PLANT UNTIL THE SYSTEM HAS BEEN INSTALLED, ILMI UI, AND APPROVED BY THE OWNER. HANDLE PLANTS WITH CARE - DO NOT DAMAGE OR BREAK ROOT ST. ILK BARK, OR BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST TO THE OWNER. REPAIR OF EXISTING PLANTINGS: DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH, RE-ESTABLISHING FINISH GRADE AND RE -MULCHING TO SPECIFIED DEPTH. REPAIR OF IRRIGATION SYSTEM: DURING THE COURSE OF WORK. REPAIR ANY DAMAGE TO THE IRRIGATION SYSTEM TO MATCH CONDITIONS PRIOR TO THE DAMAGE. GUARANTEE GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. 90 -DAY MAINTENANCE: CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. WORK TO INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE. MATERIALS: PLANT MATERIALS: PLANT MATERIALS TO BE GRADE NO. 1. SIZED IN ACCORDANCE WITH (8AN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1-1996). PRUNE PLANTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. 'B & B' INDICATES BALLED AND BURLAPPED; 'CONT.' INDICATES CONTAINER; 'BR' INDICATES BARE ROOT; 'CAL' INDICATES CALIPER AT 6' ABOVE SOIL UNE 'GAL' INDICATES GALLON. A) SPECIFIED PLANT CANOPY SIZE OR CAUPER 15 THE MINIMUM ACCEPTABLE CONTAINER OR BALL SIZE AND ESTABUSHES MINIMUM PLANT CONDITION TO BE PROVIDED. B) QUALITY: PLANT MATERIA TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION, PLANTS TO BE FULLY LIVE. VIGOROUS, WEU. FORMED. WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS TO BE SOLID AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHTTECT TO HAVE BEEN DAMAGED; HAVE DEFORMITIES OF STEM. BRANCHES, OR ROOTS; LICK SYMMETRY, HAVE MULTIPLE LEADERS OR Y CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. PLANT MATERIAL TO BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID. NURSERY SOURCES TO 8E THOSE LOCATED IN THE SAME REGION A5 THE JOB SITE. C) SUBSTITUTION: NO SUBSTITUTION OF PLANT MATERIAL SPECIES OR VARIETY, WILL BE PERMITTED UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TW0 QUALIFIED PUNT BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED TO BE IN WRITING FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED. TO BE FURNISHED. SUBSTITUTIONS MAY REQUIRE SUBMITTAL TO REVISED LANDSCAPE PLAN TO CRY FOR APPROVAL SOIL PREPARATION: TOPSOIL AMENDMENT, AND BACKFILL ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PLANS. SOIL AMENDMENTS AND FERTIUZER NOTED BELOW ARE TO BE USED FOR BID PRICE BASIS ONLY. SPECIFIC AMENDMENTS AND FERTIUZERS WILL BE MADE AFTER SOIL SAMPLES ARE LABORATORY TESTED BY THE CONTRACTOR. PROVIDE CHANGE ORDER FOR ADDITIONAL OR REDUCTION OF MATERIALS REQUIRED OR NOT REQUIRED BY THE SOILS REPORT. SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS: AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTNN TWO REPRESENTATIVE SOIL SAMPLES, FROM LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT, TO NORTHERN UGHTS ANALYTICAL & CONSULTING INC. RAVENSDALE WA, TEL 253-653-5770 OR, EQUIVALENT TESTING LABORATORY. FOR TEST ;A05-2. SUBMIT RESULTS TO LANDSCAPE ARCHITECT FOR REVIEW. TESTS TO INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, FERTIUZER, CONDITIONERS, APPLICATION RATES, AND POST -CONSTRUCTION MAINTENANCE PROGRAM. TESTS TO BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR. A) TOPSOIL' CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL TOPSOIL AND FOR DETERMINING THE VOLUME OF TOPSOIL REQUIRED PER THE INFORMATION ON PLANS AND NOTED HERE -IN. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL RESULTING FROM CONTAMINATED OFF SITE SOURCES. • B) TOPSOIL TO CONSIST OF WINTER MIX AS PRODUCED AND REMIXED BY PACIFIC TOPSOILS, INC. WINTER MIX TO CONSIST OF 1/3 BY VOLUME SANDY LOAM, 1/3 BY VOLUME COMPOSTED GARDEN MULCH, AND 1/3 BY VOLUME COARSE WASHED SAND OR EQUIVALENT. AT MINIMUM, TOPSOIL PRODUCTS BROUGHT ON SITE TO CONTAIN AMENDMENTS AS USTED IN 'C. C) TOPSOIL TO INCLUDE THE FOLLOWING AMENDMENTS AS NECESSARY: THE FOLLOWING AMOUNT PER 1,000 SQUARE FEET: 1. 6 -CUBIC YARDS ORGANIC COMPOST. COMPOST TO BE FREE OR NON-FARM ANIMAL SOURCES, NOR TO BE FROM SOURCES CONTAINING REDWOOD OF CEDAR PRODUCTS. 2. 30 -POUNDS NRROFORM (38-0-0) 3. 5 -POUNDS AMMONIUM SULFATE 4. 40 -POUNDS CALCIUM CARBONATE UMESTONE 5. 40 -POUNDS DOLOMITE UMESTONE 6. 5-OUNES BORON (A5 BORAX) ALL AMENDMENTS TO BE THOROUGHLY MIXED PRIOR TO INCORPORATION INTO TOPSOIL 0) PLANTING BACKFILL FOR ALL TREES, SHRUBS, AND GROUNDCOVERS: 1. 0.6 -CUBIC YARDS PER VOLUME TOPSOIL 2. 0.4 -CUBIC YARDS ORGANIC COMPOST. 3. 3 -POUNDS NTTROFORM (38-0-0) 4. 1 -POUNDS AMMONIUM SULFATE 5. 2 -POUNDS CALCIUM CARBONATE LIMESTONE 6. 2 -POUNDS DOLOMITE UMESTONE E) TOPSOIL PREPARATION AND INSTALLATION: 1. VERIFY SUBGRADES TO -7 INCHES IN LANDSCAPE AREAS AND -18/24 INCHES IN PARKING LOTISLANDS BELOW FINISH ELEVATION, OR AS INDICATED ON PUNS. THIS ACCOMMODATES. TOPSOIL AMENDMENTS, AND MULCH. 2. ERADICATE ANY SURFACE VEGETATION ROOTED IN THE SUB -GRADE PRIOR TO SUB -GRADE PREPARATION. 3. THOROUGHLY SCARIFY AND RIP ALL LANDSCAPE SUB -GRADES WHICH HAVE BECOME COMPACTED TO A DEPTH OF 12 INCHES WITH MULTIPLE PASSES. 90 DEGREES TO EACH OTHER. SCARIFY AREAS INACCESSIBLE TO MECHANIZED EQUIPMENT AND AROUND EXISTING PLANTINGS NOTED TO REMAIN WITH HAND TOOLS. 4. REMOVE SOIL LUMPS, ROCK, VEGETATION AND/OR DEBRIS LARGER THAN 2 INCHES FROM ALL SUB -GRADE PRIOR TO PLACEMENT OF SPECIFIED TOPSOIL 5. REMOVE ANY ASPHALT EXTENDING BEYOND 6 INCHES FROM CURBS INTO ADJACENT LANDSCAPE AREAS. 6. PARKING LOT PLANTER ISLANDS TO BE OVER EXCAVATED BY BACKHOE. REMOVE PAVING WASTE, GRAVEL BASE MATERIAL AND UNDERLYING SUBSOIL TO 18 INCHES BELOW TOP OF PAVING. SCARIFY AND OVER EXCAVATE PUNT PIT BOTTOM 12 INCHES TO MINIMIZE STRUCTURAL COMPACTION. F) TOPSOIL PLACEMENT: 1. PROVIDE A TOTAL FINISH COURSE OF 4 INCHES OF TOPSOIL FOR LANDSCAPE AREAS AND 18/24 INCHES IN PARKING LOT ISLANDS. 2. IN ALL LANDSCAPE AREAS, PLACE 2 INCHES (6 INCHES IN PARKING LOT ISLANDS) OF TOPSOIL MIX WITH AMENDMENTS OVER THE PREPARED SUB -GRADE AND THOROUGHLY ROT0111.1. WITH MULTIPLE PASSES INTO THE TOP 6 INCHES OF SUB -GRADE FOR A TOTAL DEPTH OF 8 INCHES IN LANDSCAPE AREAS (12 INCHES IN PARKING LOT ISLANDS). PLACE AN ADDITIONAL 2 INCH UFT OF TOPSOIL IN ALL LANDSCAPE AREAS AND A MINIMUM 12 INCH UFT IN ALL PARKING LOT ISLANDS, FOR THE FINAL TOPSOIL DEPTH OF 4 INCHES IN LANDSCAPE AREAS AND 18/24 INCHES IN PARKING LOT ISLANDS. 3. PLACE ADDITIONAL TOPSOIL AND SOIL MIX AS REQUIRED TO MEET FINISH ELEVATIONS. BARK MULCH (TOPDRESSING): ONE -HALF-INCH (1/2') SIZE, TO ONE-OUARTER (1/4"), I.0,, 'FINE,' HEMLOCK/FIR BARK. STAKES: 2 -INCH DIAMETER BY 8 -FOOT MINIMUM LODGEPOLE PINE STAKES. GUY MATERIAL: 1 -INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR. 3/8' DIAMETER RUBBER. NO WIRE. HERBICIDE: HERBICIDE IS NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION. AMI -DESICCANT: 'WILT -PROOF,' 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER. THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE TO BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION. EXECUTION: FINISH GRADES: FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER 2 INCHES DIAMETER FROM TOP SURFACE OF PREPARED LANDSCAPE AREAS. FINISH ELEVATIONS TO BE DEFINED AS 3 INCHES BELOW CURBS. WALKS AND/OR OTHER ADJACENT HARDSCAPE FOR ALL PLANTING BED AREAS. FINISH GRADE REFER TO GRADES PRIOR TO INSTALLATION OF MULCH OR LAWN. ALL FINISH GRADES TO BE SMOOTH EVEN GRADES, UGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILD/NGS AND STRUCTURES. SITE CML DRAWINGS IDENTIFY FINAL ELEVATIONS. TREES AND SHRUBS: ARRANGE TREES AND SHRUBS ON SITE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES, SHRUBS, AND SUPPORTS TO STAND VERTICAL. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL COMPACTION. GROUNDCOVERS: EXCAVATE PITS TO A MINIMUM OF 3 INCHES BELOW, AND TWICE THE ROOT BALL DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE, A5 DETAILED. MULCH: MULCH ALL LANDSCAPE AREAS. APPLY SUFFICIENT QUANTITY TO PROVIDE A 2 -INCH DEPTH. MUTT CLEARANCES: FIELD ADJUST PLANT LOCATIONS FOR 8 -FOOT SEPARATION OF TREES/SHRUBS AND 2 -FOOT SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. PLANTING MAINTENANCE: CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION, AND RE-ESTABUSHING SETTLED GRADES. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED I5 REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY. IRRIGATION MAINTENANCE THE IRRIGATION SYSTEM TO BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED WATER DISTRIBUTION AND PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE REPLACED AND/OR CORRECTED. PLANTING AND IRRIGATION MAINTENANCE TO INCLUDE THOSE OPERATIONS NECESSARY TO THE PROPER GROWTH AND SURVIVAL OF ALL PLANT MATERIALS. CONTRACTOR TO PROVIDE THIS WORK IN ADDITION TO SPECIFIC WARRANTY/GUARANTEES. (2) LODGEPOLE STAKES; TE AT APPROX. 1/3 TO 1/2 HEIGHT OF TREE WITH FLEXIBLE RUBBER TIE IN FIGURE EIGHT PATTERN. STAKES AND TREE PLUMB 3" DEEP SAUCER FOR WATER 2' DEEP MULCH LAYER REMOVE ALL TES, WRAP & CONTAINERS. FREE PERIMETER ROOTS FROM NURSERY BALL EXCAVATE TREE PR AT A MIN. OF 2 TIMES DIA OF ROOTBALL AT BALL CENTER, TAPERING PR GRADE TO FINISH GRADE PR SPOILS, NURSERY BALL WASTE BACKFILL SET BALL ON UNDISTURBED SUBGRADE OR COMPACTED SOIL NOTE: UCNT FERTIUZER OVER PLANTING BED AFTER BACK0111 ONLY; NO FERTUZER IN PLANTING PIT. WORK PERIMETER ROOTS FREE OF NURSERY BALL BALL & PR TO BE COURSELY SCARIFIED. EVERGREEN TREE PLANTING/STAKING DETAIL NOT TO SCALE PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED NOTE KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES. HOLD CROWN OF 800188LL AT OR JUST ABOVE FINISH GRADE. PROTECT TRUNK AND LIMBS FROM INJURY. BACKFILL TO BE SETTLED USING WATER ONLY - NO MECHANICAL .COMPACTION. REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS LpCOF Ty REM OVEMATERIAL LODGEPOLE I R g ETIL SEE50NRE EIGHT PROTECTIVE WRAPPING DURING SHIPMENT TO SITE AND INSTALLATION REMOVE AT COMPLETION OF PLANTING HOLD MULCH LAYER BACK FROM TRUNK 8" TO 10' FINISH GRADE PREPARE PLANTING B50 PER SPEC'S; AT MIN., LOSSEN AND MIX SOIL TO 18 OR DEPTH OF ROOTBALL AND 2 TIMES BALL DIAMETER REM AWAY FROM PERIMETER ROOTS IL SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL PENETRATION TO SUBBASE (+) 24" -'gel w A ' . / DECIDUOUS TREE PLANTING/STAKING DETAIL NOT TO SCALE 2" MULCH LAYER FEATHER EXCESS SOIL UNDER MULCH 1' MULCH AT CROWN 1/2' ABOVE GRADE 1" ABOVE GRADE NOTE REMOVE CONTAINER AND WORK ROOTS FREE OF SOIL BACKFILL TO BE SETTLED USING WATER ONLY. SEE PLANT UST FOR PLANT SPACING. tl -THAN 10LLL1 ouL Th ( NAM®i9r0(E LLL01) ('LAIN® @CIE IALOM ) GROUNDCOVER PLANTING DETAIL NOT TO SCALE MULCH AT CURB DETAIL 2' MULCH LAYER 1" MAX. TOP OF CURB TO TOP OF MULCH CURB NOT TO SCALE BERM HEIGHT 6' MIN SOIL UNE: 3" IN MULCH, 1" IN LAWN TOPSOIL SETTLED (COMPACTED CONDITION) CURB 1-1/2" DRAIN AT LOW POINTS & 10' SPACING MAXIMUM SUBGRADE REMOVE EXCESS GRAVEL AND PAVING COARSE TRANSITION FROM TOPSOIL TO SUBSOIL NOTE OVER EXCAVATE PARKING LOT PLANTERS TO LOOSEN COMPACTED SUBBASE GRADING • PARKING LOT PLANTERS DETAIL PAVING (SEE CML PLANS) NOT TO SCALE HOLD PUNTS FROM EDGE OF PUNTER AS NOTED ON PLANT UST BED UNE 0000 CURET/WALK SPACING AS CALLED OUT ON PLAN/PLANT UST HOLD PLANTS FROM /EDGE OF PLANTER AS NOTED ON PLANT UST NOTE: THIS SPACING APPUES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. 5 AUTOZONE #4181 a 8' 8 AUTOZONE u - 8 t z 't z Li3-oo6v STATE OF WASH NGT REGISTER LANDSCAPE AR SEMEL CER1WICATE N0. 706 (VAUD ONLY WIN SGNAILIRE) 0I48ES 12/15/14 T E NI JI Oote/Time:2/4/2014 12:31 PM S E 0 Qi STATISTICS 2At Oak Dat 100:1 001 LUMINAIRE SCHEDULE 63,001 LAPP Ob O+LM% Warr. 0.00140 Larne ret. 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"5"••11"• us- oSo 06 0681 NOTE This pawing represents the miniulan 800040100 requirements; If more stringent drawing is shown in structural then It shat govern 5' sq. steel pole bronze Uriah Nota Ancor boas to be installed perpen6aas to curb on single head pole.. Rotate 45 degrees to dismal ban wham on dual heed plass. 4 anchor bolts banished by WS Gas manufacturer 150098p rut (4 locations) 314" chamfer Finish grade or amp of paving. See site plan for location 24• dia. concrete brae. Mit. reinforcing 415 bent vett 87 e3 3301 p0. 5600 Electric conduit 28' TYPICAL SINGLE LIGHT POLE AutoZone STORE DEVELOPMENT 0 W 42 r$ SCALE: 1' 120(-0' REVISIONS 1. 2. 3. 4. 5. 6. 7. ARCHITECT: DRAFTSMAN: CHECKED BY: NATE 11-14-13 PROTOTYPE 0QE 7N2R PH1 • 0 0008 a V WEBCOAT WEBCOAT PRODUCTS P.O. BOX 3160 McALESTER, OKLAHOMA 74501 1-800-505-5101 FAX: (918)426-5924 E—MAIL: WEBCOAT@WEBCOAT.COM Attachment C B6WBCLASSIC WI\GLI\ES 6' CLASSIC STYLE BENCH WITH CONTOURED BACK INGROUND MOUNT DESIGN RECEIVED FEB 04 2014 • COMMUwi DEVELUI'ML N 1 Please take the time to locate and identify each part. Assemble the units on a smooth flat surface. It is also helpful to lay the tops and seats on cardboard or a drop cloth to prevent scratching of the surface during assembly. All parts have been pre—cut and pre—drilled for ease of assembly. All holes are slotted to allow for easy assembly and for final levelling of tops and seats to frames. Fully assemble all parts without totally tightening nuts and bolts. After all assembled go back and retighten nuts to bolts. DO NOT OVER TIGHTEN NUTS TO BOLTS. Over tightened nuts can crack the plastisol coating. All the necessary quantities of ports required are listed in this assembly instructions. DO NOT BEGIN ASSEMBLY UNTIL YOU HAVE READ THESE INSTRUCTIONS AND ARE FAMILIAR WITH THE PARTS. flome ProlctsNev Raquel a Catalog Company Information Shopping Cart Sates Reps Needed none, b ti-gIbl • CRs: 9.113.41'84%.9-24 Email cirAatallewelreftl.tom Color Chart Item Search: Virtually any color for tops, seats, and frames is available with quantities. The VIP Standard colors are: Black, Blue, Brown, Burgundy, Clay, Gray, Green, Mariner Blue, Orange, Purple, Red, Teal, White, and Yellow. Frames come in Almond, Black, Blue, Brown, Burgundy, Orange, Galvanized, Gray, Green, Mariner Blue, Purple, Red, Teal, White, and Yellow. These ranges of style, colors, and frame configurations for tables and benches add to the distinctiveness of the location of which they are placed. Our Standard Colors are subject to change, we cannot guarantee the colors will match previous years. Colors shown here and throughout the catalog are approximate only. Please call and request actual samples, if needed. VIP Mariner Blue f 41306 VIP Brown VIP Red Proposed Bench Color �y t rs VIP Green VIPBfack Search Huntco has the wildest selection of COMTITIeFdal bike racks that can apcornmodate from one to twenty-one nes. All of our bike racks puede safe and secure bike parking and icorne in a variety of configurations_ Square tubing is offered as a 'deterrent to pipe cutters. ilike Rack Finishes !indude Hot Dipped Galvartized Powder Coat, Staintess Steel and Thermoplastic, but not aEl 'finishes 1. are available MI all products. BR11 We easily fulfill requests for unique bike racks, whether in. one of a kind or 50 new designs_ From our most popular BR Series to the most exo custom -manufactured bike rack, all Huntco bicyde parking products are backed' by the famous Hurritoo Warranty_ Huntpo Supply!, LLC Ro. Box 1035 Portland, OR 97296 Tef:(503) 224-8'700 Fax: (503) 274-2055 Tollfreec (00) 547-5909, safes@huntco_corn Web site: http:ftww_hurdeo.com RECEIVED FEB 04 2O1' is+ I PORTLAND, OREGON 97296-0385 PHONE: (503) 224-8700 or 1-800-547-5909 FAX: (503) 274-2055 www, h untco.com 14" (356MM) *36" *(914MM) *9 5/8" *(244MM) BR 3 25 LBS BIKE PARKING LENGTH (4'-2" MIN.) 18"+ MIN. 24" MIN. 10" // I/, t PARALLEL TO WALL MOUNTING OUTLINE OF CORE HOLE -o-- 9" PARALLEL TO WALL MOUNTING L— 23" INGROUND MOUNT DETAIL 23" 7'-O" MIN. VAWA. BIKE PARKING WIDTH SIDE VIEW ADJ. TO 5'+/- BLDG. BIKE SPACE L 1/2" X 4" ANCHOR BOLTS (SIDE VIEW OF FLANGE) FLANGE MOUNT TOP VIEW ALTERNATE DETAIL: FLANGE MOUNT ON CONCRETE PAD/WALK NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. *DIMENSIONS APPLY FOR ALL RACKS. OPTIONAL HEIGHT OF 42" (1057MM) IS AVAILABLE. 4. THE MODEL NUMBERS INDICATE THE NUMBER OF BIKES EACH BIKE RACK HOLDS. 3R SERIES 3I<E LOOP RAC<S 3 BIKE CAPACITY NOT TO SCALE Attachment D This is an example of a typical rockery retaining wall, similar to what would be used at the AutoZone project. ''/FD L. 7,1 042011 a. w�i Nr Attachment E • NO SCALE Top or wall elevation. See site or grading olan L "xL" treated wood post at 6'-0" o.�. MAX. s acin p e 5/4" x 6" treated pine vertical boaros Trea teo 2"x4" cont. horizontal nailers 1Finisheo oracle varies. See 9raoino plan 12"P hole Filled with concrete ia sc \ WA RECEIVED FEB 04 2014 DEVELOPMENT Attachment F CRITERIA FOR BAR REVIEW OF DEVELOPMENTS IN THE TUKWILA INTERNATIONAL BOULEVARD CORRIDOR (TMC 18.60.030 and 18.60.060(C)). RECEIVED AUTOZONE NOV 272013 1. Site Design r DEVELOPMENT a. Site Design Concept • Organize site design elements to provide an orderly and easily understood arrangement of building, landscaping, and circulation elements that support the functions of the site. Response: We have complied with the design concept. b. Relationship to Street Front • Organize site design elements to create a distinct street edge, and minimize parking between structures and street. Response; We have located the parking and building to comply with the criteria. The building fronts the street to create the street edge. There is no parking between the buildings and the street. • Orient at least one building entry to a major public street. Response: We have complied with the design concept. c. Street Corners • Emphasize the importance of street corners through building location, the provision of pedestrian access, special site features and/or landscape features. Response: Not applicable to this site. Continuity of Site with Adjacent Sites • Maintain visual and functional continuity between the proposed development and adjacent and neighboring properties through setbacks, building massing, circulation and landscaping, where appropriate. Response: We have observed the building setbacks. The parking and driveway serves as a functional element between the existing businesses. We have complied with the design concept. e. Shared Facilities • Incorporate opportunities for joint development of sites where there is potential for common building walls, shared driveways, landscaping, or other shared facilities. Response; The parking and driveway serves as a functional element between the existing businesses. We have complied with the design concept. f. Site Design for Safety • Minimize conflicts between drivers and pedestrians through the siting of structures, location of circulation elements, landscape design, and placement of signs. Response: The parking and driveway provides for a clear view to allow for cars and pedestrians to be seen. The sidewalk to the doorway minimizes the exposure of pedestrians to traffic. We have complied with the design concept. Landscape areas are not sight obscuring. 16440.006.doc g. • Design and site structures to maximize site surveillance opportunities from buildings and public streets. Response: The building fronts the street. A clear view is available between the street and building. We have complied with the design concept. • Provide adequate lighting levels in all pedestrian areas, including building entries, along walkways, parking areas, and other public areas. Response: Site lighting will be provided as required. We have complied with the design concept. • Design landscaping so that long term growth will not interfere with site lighting and surveillance. Response: Site landscaping will be provided as required. We have complied with the design concept. • Use durable, high quality materials in site furnishings and features for ease of maintenance. Response: Building is of concrete masonry block. We have complied with the design concept. Siting and Screening of Service Areas • Minimize the visual and aural impacts of service areas such as loading docks, trash and recycling collection points, utility maintenance areas, etc., through site design, landscaping and screening. Response: Site service areas are located in the rear of the building and not visible from the street. We have complied with the design concept. h. Natural Features and Sensitive Areas • Preserve natural features such as existing topography, significant trees or wooded areas, wetlands and/or watercourses and incorporate them into the overall site, where appropriate. Response: Not applicable to this site. • Design and site structures on hillsides to minimize the visual and environmental impact of development in these locations. Response: Not applicable/possible at this site. • Employ site design techniques that take advantage of and/or enhance visual focal points along the corridor, where feasible. Response: The building design provides for the focal point at this property. i. Surface Stormwater Detention Facilities • Integrate water quality treatment techniques such as bio -filtration swales and ponds with overall site design, where possible and appropriate. Response: Site constraints do not allow for bio -filtration swales and open water quality ponds. For this site the roof area has been targeted as pervious surface treatment and directed to rain gardens. A rain garden allows for the opportunity for plants to absorb runoff 16440.006.doc stormwater that would otherwise be directed to downstream drainages, Removing this runoff from the downstream discharge allows for a more effective treatment of those areas needing water quality treatment. Plants also uptake nutrients and provide evapotranspiration. Pedestrian Circulation • Provide paved pedestrian walkways that connect all buildings and entries of buildings within a site. Response: A concrete sidewalk to the doorway entry and the street sidewalk are provided. This connects to the existing businesses. We have complied with the design concept. • Provide a paved pedestrian walkway from the public sidewalk(s) to the main entry of developments; where a development fronts two streets, access must be provided from both streets. Response: A concrete sidewalk to the doorway entry and the street sidewalk are provided. This connects to the existing businesses. We have complied with the design concept. • Provide pedestrian connections from the on-site pedestrian network to walkways on adjacent properties and to other off-site destinations, where feasible. Response: A concrete sidewalk to the doorway entry and the street sidewalk are provided. This connects to the existing businesses. We have complied with the design concept. • Support pedestrian movement between properties and from private property to public rights-of-way by providing facilities that traverse natural or man-made barriers, where appropriate. Response: A concrete sidewalk to the doorway entry and the street sidewalk are provided. This connects to the existing businesses. We have complied with the design concept. • Provide direct pedestrian walkways from businesses in commercial areas to transit stops, and/or provide additional transit amenities, where appropriate and feasible. Response: A concrete sidewalk to the doorway entry and the street sidewalk are provided. This connects to the existing businesses. We have complied with the design concept. k. Pedestrian Amenities • Incorporate pedestrian amenities in site design to increase the utility of the site and enhance the overall pedestrian environment in the corridor, where possible, Response: We have provided gentle sloping sidewalks and wider court -like entry to allow ease of access. I. Vehicular Circulation • Minimize conflicts between vehicular and pedestrian traffic. Response: The parking and driveway provides for a clear view to allow for cars and pedestrians to be seen. The sidewalk to the doorway minimizes the exposure of pedestrians to traffic. We have complied with the design concept. • Minimize the amount of space devoted to vehicular circulation by limiting access driveways; ensuring that internal site circulation is efficient; and/or taking advantage of opportunities for shared driveways. 16440,006.doc Response: The parking and driveway are the minimum needed for functionality. The parking and driveway serves as a functional element between the existing businesses. We have complied with the design concept. m. Parking • Minimize the amount of space devoted to parking by taking advantage of shared parking and/or methods for reducing parking demand, where possible. Response: The parking and driveway are the minimum needed for functionality. The parking and driveway serves as a functional element between the existing businesses. We have complied with the design concept. 2. Building Design a. Architectural Concepts • Develop an architectural concept for structure(s) on the site that conveys a cohesive and consistent thematic or stylistic statement, and is responsive to the functional characteristics of the development. Response: See the attached Project Narrative, Proposed AutoZone #4181 14621 Tukwila International Boulevard, Tukwila WA. We have complied with the design concept. • Ensure that development on sites with more than one structure employ similar or complementary architectural styles and/or are related in scale, form, color, and use of materials and/or detailing. Response: Glazing areas will provide conformity between styles. See the attached Project Narrative, Proposed AutoZone #4181 14621 Tukwila International Boulevard, Tukwila WA. We have complied with the design concept. b. Architectural Relationships • Provide for visual and functional continuity between the proposed development and adjacent and neighboring structures when these structures demonstrate an appropriate level of architectural quality. Response: See the attached Project Narrative, Proposed AutoZone #4181 14621 Tukwila International Boulevard, Tukwila WA. We have complied with the design concept. • Reduce the apparent scale of large commercial buildings located in the Neighborhood Commercial Center district and located adjacent to residential districts. Response: The scale of the building and presentation provides for a reduced apparent scale. See the attached Project Narrative, Proposed AutoZone #4181 14621 Tukwila International Boulevard, Tukwila WA. We have complied with the design concept. c. Building Elements, Details, and Materials • Provide distinctive building corners at street intersections through the use of special architectural elements and detailing, and pedestrian -oriented features where possible (see definition of pedestrian friendly facade). Response: Not applicable to this site. • Relate the design and scale of building elements and details to the building's overall form and massing. 16440.006.doc Response: See the attached Project Narrative, Proposed AutoZone #4181 14621 Tukwila International Boulevard, Tukwila WA. We have complied with the design concept. • Employ architectural details that are appropriate to the architectural character of the building. Response: See the attached Project Narrative, Proposed AutoZone #4181 14621 Tukwila International Boulevard, Tukwila WA. We have complied with the design concept, • Utilize durable, high quality building materials that contribute to the overall appearance, ease of maintenance, and longevity of the building. Response: See the attached Project Narrative, Proposed AutoZone #4181 14621 Tukwila International Boulevard, Tukwila WA. We have complied with the design concept. • Integrate the design and placement of exterior lighting with the architectural design and materials. Response: See the attached Project Narrative, Proposed AutoZone #4181 14621 Tukwila International Boulevard, Tukwila WA. We have complied with the design concept. d. Pedestrian -Oriented Features • Provide pedestrian -friendly facades (see Definitions) on the ground floor of all buildings that face public streets and entry facades that face parking areas. Response: See the attached Project Narrative, Proposed AutoZone #4181 14621 Tukwila International Boulevard, Tukwila WA. We have complied with the design concept. • Provide special treatment for large blank walls (see Definitions) that are visible from pedestrian walkways and parking areas. Response: See the attached Project Narrative, Proposed AutoZone #4181 14621 Tukwila International Boulevard, Tukwila WA. We have complied with the design concept. • Enhance building entries through the use of weather protection, landscaping, pedestrian amenities and/or distinctive architectural features. Response: See the attached Project Narrative, Proposed AutoZone #4181 14621 Tukwila International Boulevard, Tukwila WA. We have complied with the design concept. e. Mechanical Equipment • Locate and/or screen roof -mounted mechanical equipment to minimize visibility from public streets, building approaches, and adjacent properties. Response: See the attached Project Narrative, Proposed AutoZone #4181 14621 Tukwila International Boulevard, Tukwila WA. We have complied with the design concept. • Locate and/or screen utility meters and other ground level utility equipment to minimize visibility from the street. Response: See the attached Project Narrative, Proposed AutoZone #4181 14621 Tukwila International Boulevard, Tukwila WA. We have complied with the design concept. 3. Landscape Design a. Landscape Design 16440.006.doc • Develop a landscape design concept that demonstrates a clear and appropriate aesthetic statement. Response: The Landscape design provides an aesthetic statement. We have complied with the design concept. • Develop a landscape design concept that reinforces site design and fulfills the functional requirements of the development, including screening and buffering. Response: The Landscape design provides functional requirements. We have complied with the design concept. • Ensure that the landscape design reinforces and complements plantings in the public right-of-way. Response: The Landscape design complements and provides plantings in the right of way. We have complied with the design concept. b. Planting Design • Select plant materials that reinforce the landscape design concept, and are appropriate to their location in terms of hardiness, maintenance needs, and growth characteristics. Response: The Landscape complements the design concept and is appropriate for the uses intended. We have complied with the design concept. • Incorporate existing significant trees, wooded areas, and/or vegetation in the planting plan where they contribute to overall landscape design. Response: Not applicable to this site. 4. Signs a. Siqnage Concept • Provide signage that is integrated with the architectural concept in scale, detailing, use of color, materials, and placement. Response: See the attached Project Narrative, Proposed AutoZone #4181 14621 Tukwila International Boulevard, Tukwila WA. We have complied with the design concept b. Sign Placement • Provide signage that is oriented to both pedestrians and motorists in design and placement. Response: See the attached Project Narrative, Proposed AutoZone #4181 14621 Tukwila International Boulevard, Tukwila WA. We have complied with the design concept • Provide adequate directional signage on site and building identification numbers that are legible from the street(s). Response: See the attached Project Narrative, Proposed AutoZone #4181 14621 Tukwila International Boulevard, Tukwila WA. We have complied with the design concept • Integrate freestanding signs with the landscaping. Response: See the attached Project Narrative, Proposed AutoZone #4181 14621 Tukwila International Boulevard, Tukwila WA. We have complied with the design concept 16440.006.doc c. Sign Design • Consider both day- and night-time viewing in the design, placement, and lighting of signage. Response: See the attached Project Narrative, Proposed AutoZone #4181 14621 Tukwila International Boulevard, Tukwila WA. We have complied with the design concept • Provide durable, high quality materials and finishes for signage. Response: See the attached Project Narrative, Proposed AutoZone #4181 14621 Tukwila International Boulevard, Tukwila WA. We have complied with the design concept Consistency with Adopted Plans and Regulations (TMC 18.100.030): 5. Demonstrate the manner in which the proposal is consistent with, carries out and helps implement applicable state laws and regulations and the regulations, policies, objectives and goals of the City of Tukwila's Comprehensive Plan, the City of Tukwila's Development Regulations and other official laws, policies and objectives of the City of Tukwila. Response: The development follows the design criteria as outlined by the city including conformance with storm water, parking and landscaping requirements. The building orientation and parking circulation are designed to serve the building functionality, the adjoining business uses and tailored to guidelines within the 1999 Tukwila International Boulevard Design Manual. Also see the attached Project Narrative, Proposed AutoZone #4181 14621 Tukwila International Boulevard, Tukwila WA, We have complied with the design concept. 16440.006,doc PROJECT NARRATIVE PROPOSED AUTOZONE #4181 14621 Tukwila International Boulevard Tukwila, WA Location and Description AutoZone is presently under contract to Ground Lease a portion of Parcel number 0040000865 which is located on Tukwila International Blvd. just north of South 148th Street. The existing commercial area which this new facility will be constructed in consists of older commercial facilities with a mixture of building setbacks. The buildings which are presently onsite and which will remain in use are situated with their building frontages up on the Tukwila International Blvd. frontage and access from the public sidewalks. The site slopes significantly from the front right of way towards the rear of the property. Operational Aspects of Use This AutoZone retail store will sell auto parts and light truck parts, chemicals such as washes and waxes, and automotive accessories. This facility will employee approximately 10-15 full and part time employees. No installations or services are available. This store will operate from 7:30 am to 10:00 pm, 7 days per week. Normally, deliveries to an AutoZone store occur once per week. The loading area is situated to the rear of the building on the west elevation. Access to this facility will occur through an existing drive which presently serves the property owner's appliance store and a proposed new access point to be located adjacent to the Proposed AutoZone store along the Tukwila International Blvd. frontage. Drives have been designed to allow for easy truck access and maneuvering. Architecture and Design The proposed 7381 sf building has been position on the lot in a pedestrian friendly manner with the building front facade facing east which is the Tukwila International Blvd frontage. The east elevation has large areas of glazing which will present views from the public corridor into the main sales floor area of the building. The window area is flanked by pilasters which project out 16" and will be constructed with painted splitface block. The area above the windows will be projected out to match the pilaster projection and will be finished with stucco in a tan color and topped with a decorative cornice in an off white color. A flat metal awning projecting 4' out will span the area between the pilasters just above the windows and will have 1" metal rods and mounting plates in a dark bronze color to match the metal coping at the cornices. This projected area will top out at 24'- 6" AFF. The area to the right of the window area will be finished in stucco with a painted splitface block base which projects out from the building 4". The stucco 16440.005.doc areas will be the tan color on the top third of the building will be projected out 8" along with the stone covered pilaster at the NE corner, and a darker brown on the lower 2/3's with a projecting band of off white separating the two areas. The wall will top off with a matching decorative cornice in the off white color with top of parapet at 23'-0" AFF. The South elevation of the building will face the parking areas. The building entry doors will be located near the SE corner of the building with a pedestrian sidewalk connecting the building and Tukwila International Blvd. right of way. The doors are located in the 24'-6' tall projected vestibule area with pilasters, windows and flat awnings which will turn the corner from the East elevation. The remaining wall area is broken up into three sections with 8" projected areas that that top out with the decorative cornice at 23'-0" AFF and the center section topping out at 21'-0". This area also will have three decorative metal grilles in the dark bronze color as an accent to break up the wall area. Paint Schemes, wall base and pilaster construction will match the East elevation. The west elevation is where the loading door will be located and away from Tukwila International Blvd. visibility. The 23'-0 tall x 8" thick projected area with split face masonry pilasters on either side of the loading door. The remaining wall area will match the 21'-0" AFF main building wall and will be finished with stucco in tan color on the top third of the building and a darker brown on the lower 2/3's with a projecting band of off white separating the two areas to match the East and South elevations. The north elevation will face the required 10' wide side yard landscape buffer. This elevation is divided into four sections by split face masonry pilasters which project out from the main building wall 8". The section at the NE corner of the building will have the top 1/3 of the wall projected out to mirror the area just around the corner on the East elevation and will top out at 23'-0" AFF. The remainder of this elevation will top out at 21'-0" and will be finished with stucco in tan color on the top third of the building and a darker brown on the lower 2/3's with a projecting band of off white separating the two areas. The base will have the stone veneer and the top of wall will have the decorative cornice. Screening The service — loading area for this facility has been placed towards the rear of the lot with a required landscape buffer provided between the area and the rear property line. A 6' tall masonry wall designed to match building construction and colors is proposed to screen the trash receptacles. Doors to the enclosure will be opaque and painted to match the building. The HVAC units servicing this building will be located on the roof and will be fully screened from view on all sides by the building parapets. The Building will be equipped with internal roof drains therefore no downspouts or scuppers will be visible. 16440.005.doc Landscaping The site Landscaping as proposed will dramatically enhance this section of the corridor with new landscape areas fronting Tukwila International Blvd and a 10' landscape buffer along northern and western property boundaries, These new areas are proposed to be planted with a mixture of trees, shrubs and groundcovers and will set a favorable precedent for future development along the corridor. Lighting The lighting fixtures proposed will be shoebox type style, bronze in color and will be equipped with cut off type lenses to meet dark sky ordinances. Building mounted lighting is proposed to be bronze metal halide with cut off optics, and willl Tight pedestrian paths and means of egress to the public way A photometric lighting plan has been included in this submittal. Parking & Pedestrian circulation Parking spaces have been design to meet the requirements of the code. Two spaces have been designed per ADA requirements and designated to be accessible stalls and have been located on the closest possible route to the building entrance. The Drive aisles servicing these parking spaces are design to meet the width requirement for 90 degree parking. Bicycle parking will be provided at the plaza area near the front entrance along the pedestrian access from Tukwila International Blvd. Since the adjacent buildings onsite have their entrances fronting the public sidewalks, Pedestrian access to the adjacent buildings on site will provided by the public sidewalks. Infastructure Utility services will be provided by existing services located in the Tukwila International Blvd right of way. AutoZone's water and Sanitary needs will be served by a 1" water line and 6" sanitary line. Water usage for a typical AutoZone is less than 300 gpd. Our electrical needs will be 120/208 3 phase 600 amp service Signage Signage proposed will meet the requirements of the zoning code. Proposed signage will be internally illuminated The building mounted signage as shown on the PS -2 sheet will be Reverse Channel lettering signage with Red "AutoZone" lettering AutoZone's Trademarked logo. The monument sign shown is roughly 30 sf in sign area with a stucco covered sign base paint to match the dark brown of the building. Phasing The AutoZone will be constructed in one complete phase which normally takes 90 to 120 days from Construction commencement. 16440.005.doc AutoZone feels that this proposed development is consistent with the current Zoning as present zoning regulations in place permits the use of this facility We are pleased to offer this project for review to the Planning Department of the City of Tukwila We are confident that this facility will be a welcome addition to this neighborhood and community and feel that it would be in the: best interest of the community, providing a necessary product and service to the: citizens of this community and by providing additional job opportunities. This will be a quality development from a "Fortune 300" company that encourages it's employees and stores to be involved in their respective communities. 16440.005.doc City of Tukwila Department of Community Development Jim Haggerton, Mayor Jack Pace, Director CHAIR, LOUISE STRANDER; VICE -CHAIR, MIKE HANSEN; COMMISSIONERS, THOMAS MCLEOD, BROOKE ALFORD, SHARON MANN, CASSANDRA HUNTER AND MIGUEL MAESTAS BOARD OF ARCHITECTURAL REVIEW FEBRUARY 27, 2014 - 6:30 PM TUKWILA CITY HALL COUNCIL CHAMBERS Call to order Attendance Adoption of 11/26/13 Minutes IV. CASE NUMBER: APPLICANT: REQUEST: LOCATION: L13-0050 Barghausen Engineers for Autozone Design Review for a 6,815 sq. ft auto parts retail store. 14625 Tukwila International Blvd V. DIRECTOR'S REPORT VI. AJOURN 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax 206-431-3665 Department of Community Development February 27, 2014 Autozone Design Review Appearance of Fairness Questions 1. Do you or your family have any interest in the subject property? 2. Do you stand to gain or lose by your decision on this matter? 3. Have you had any ex -parte communications about this application? a) If yes, "would you state for the record the substance of any communication you have had, outside of the hearings with opponents or proponents on the issue to be heard." b) Does anyone wish to rebut the substance of this communication? 4. Does anyone here object to the Commissioner hearing this matter? Presentation Overview • Review Process • Background Information —Site and Project • Design Review —Staff Recommendations Site Location: Tukwila International Blvd Corridor • Retail store for auto parts is a permitted use in NCC • Structures along Tukwila international Boulevard (TIB) corridor require BAR approval and are subject to TIB Design Manual Site Location The location of the proposed building. The billboard and the building next to the billboard are proposed to be removed. Site Location Existing commercial buildings including the appliance store on the subject site that are proposed to remain. Site Location View of the subject site from S. 148th St. The old neighborhood resource center is not on the subject site, but is a separate parcel. The residential structure is on the subject parcel. 1 tYYiYYV \Yr • jtp.ast • 11 a+cw o ITT:T. T4 *aw5 r6 C 12 tM,a..e./ 1y z • SPatio Ma,f/rdC f ....�. rrrs Pf1L [3.i �*- r� r — '1 - -sem- - � - Site Design Design Review Criteria Site Design Site Access:Two driveways from Tukwila International Boulevard and from South 148th Street to the south. Parking: All required parking is provided on the site and no parking is proposed between the building and the sidewalk. Plaza: A pedestrian plaza is proposed to connect the building entrance to the sidewalk. Paving material and benches. Pedestrian Connections: Continuous sidewalk along Tukwila International Boulevard provides north south pedestrian connection. Lighting: There is no lighting proposed on the north side of the building and Tukwila Police has recommended that motion sensor LED lighting be installed on the north building wall. Service Areas: The service areas are well screened. Building Design $ EAST ELEVATION FRONT SIDE 3calt: --+••ara Building Design • *S. 3 WEST ELEVATION - REAR xS 'IlW.S•oLrLS Building Design 2 NORTH ELEVATION- RIGHT SIDE afolgit: tfill^.1,4:4 4 41•••••• Rockery details Building Design Building Design • The building is positioned so that the facade with windows faces the public street. • All the facades provide articulation by using different materials, colors and textures. • Architectural brick panels are proposed on the pilasters and contrasted with different colors of stucco. • The dark bronze metal awnings are complimented with the same color on the cornice. • The north facade is softened with landscaping. • The entrance is highlighted by the wrap around architectural feature. • Rockery retaining wall is chosen to add additional texture and landscaping is used effectively to screen and deter graffiti. • The mechanical equipment is screened by the parapet. Landscaping Design L ( Landscaping Design • The landscape plan meets the minimum code requirements for the perimeter and parking lot landscaping. • Providing planters in the plaza area will add interest along the street. • Interesting mix of plants is proposed to add variety and interest to the planting plan. • The choice of plants in the rain garden is appropriate for visual interest and function. • The retaining wall is well screened by vines. • The landscaping along the north wall shall be revised to include shrubs with thorns for crime prevention. Signage • 14:3 4ca- . , Signage • Two separate channel letter signs are proposed on the building and shall comply with the City's Sign Code. • The Billboard is proposed to be replaced. • The existing freestanding sign for the appliance store is a nonconforming sign and will need to comply with the City's Sign Code per TMC 19.36.040(2). Staff Recommendation Staff recommends approval of t following conditions: cation with the 1. Textured paving shall be used in the plaza area are : s to provide contrast in colors and highlight the pedestrian area. The civil plns shall be revised to be consistent with the landscape plan. 2. Applicant shall either re -locate the proposed bencheso that they appear to be on private property as opposed to be next to the sidewalk or replace them with planters. 3. Motion sensor LED lighting shall be installed on the north building wall. Also, the landscaping along the north wall shall be revised to include shrubs with thorns for crime prevention. 4.The existing freestanding sign will need to comply with the City's Sign Code. t--JAAA A-a-)4632-ectl '1AR/1/3-t- (1761,S& cl„i4AA/6-0A— IPAc.C\ a-0-6( Af r 64,,u tz„, 1,14,e City of Tukwila Jim Haggerton, Mayor Department of Community Development Jack Pace, Director NOTICE OF DECISION February 13, 2014 To: Jason Hubbell, Barghausen Engineers, applicant Timothy M O'Brien, Owner State Department of Ecology, SEPA Division King County Assessor (for changes to land use or value) PROJECT: Autozone retail store FILE NUMBERS: E13-0018 ASSOCIATED FILES: L13-0050 APPLICANT: Barghausen Engineers for Autozone REQUEST: The current proposal is to construct a 6,815 square foot AutoZone retail store with associated site improvements including parking, driveway, landscaping and utilities. LOCATION: 14625 Tukwila International Blvd This notice is to confirm the decision reached by Tukwila's SEPA Official to issue a Determination of Non -significance (DNS) for the above project based on the environmental checklist and the underlying permit application. Project materials including the application, any staff reports, and other studies related to the permits are available for inspection at: Tukwila Department of Community Development 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Monday through Friday 8:30 a.m. - 5:00 p.m. The project planner is Minnie Dhaliwal, who may be contacted at (206) 431-3670 for further information. The decision is appealable to the Superior Court pursuant to the Judicial Review of Land Use Decisions, Revised Code of Washington (RCW 36.70C). City of Tukwila Department of Community Development Jim Haggerton, Mayor DETERMINATION OF NON -SIGNIFICANCE (DNS) File Number: Applied: Issue Date: Status: E13-0018 11-27-13 2-13-14 DNS Issued Jack Pace, Director Applicant: Barghausen Engineers Lead Agency: City of Tukwila Description of Proposal: Construction of a 6,815 square foot AutoZone retail store with associated site improvements including parking, driveway, landscaping and utilities. Location of Proposal: Address: Parcel Number: 14625 Tukwila International Blvd, Tukwila 0040000865 The City has determined that the proposal does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21c.030(2) (c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. This DNS is issued under WAC 197-11-340(2). Comments must be submitted by ! 2-7, 74)/9 The lead agency will not act on this proposal for 14 days from the date below. t6. giaD) f Jack Pace, Responsi•le Official Date City of Tukwila 6300 Southcenter Blvd Tukwila, WA 98188 (206)431-3670 Any appeal shall be linked to a specific governmental action. The State Environmental Policy Act is not intended to create a cause of action unrelated to a specific governmental action. Appeals of environmental determinations shall be commenced within the time period to appeal the governmental action that is subject to environmental review. (RCW 43.21C.075) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone 206-431-3670 • Fax: 206-431-3665 City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov REVISION SUBMITTAL Revision submittals must be submitted in person at the Permit Center. Revisions will not be accepted through the mail, fax, etc. Date: 02/04/2014 Plan Check/Permit Number: L13-0050 and E13-018 11 Response to Incomplete Letter # 1 Response to Correction Letter # Revision # after Permit is Issued Revision requested by a City Building Inspector or Plans Examiner Project Name: AutoZone Project Address: 14625 Tukwila International Boulevard Contact Person: Jason Hubbell, P.E. Phone Number: (425) 251-6222 Summary of Revision: This submittal is m response to Minnie Dhaliwal's letter dated January 9, 2014 requesting additional information for the SEPA and Design Review. Sheet Number(s): All "Cloud" or highlight all areas of revision including date of revision ezerAlVaD CITY O TUM72.A FEB .0 .4 291k ;SRAM' CEEITER Received at the City of Tukwila Permit Center by: Entered in Permits Plus on H:\Applications\Forms-Applications On Line \2010 Applications\7-2010 - Revision Submittal.doc Revised: May 2011 014A t, Q�'!.- F m a Z Minnie Dhaliwal Planning Supervisor City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 February 4, 2014 COURIER DELIVERY CIVIL ENGINEERING, LAND PLANNING, SURVEYING Re: Additional Information for SEPA and Design Review Applications Autozone at 14625 Tukwila International Boulevard File Nos. L13-0050 and E13-018 Our Job No. 16440 Dear Minnie: RECEIVED FEB 04 2014 f )F VELOPMEN f In response to your letter dated January 9, 2014 requesting additional information for the AutoZone Store SEPA and Design Review applications, we have enclosed the following documents for your review: 1. Five (5) full-size sets of revised Project Plans (including preliminary site plan, preliminary civil and landscape plans, building elevations and floor plans, signage, and site lighting) 2. One (1) 11- by 17 -inch set of the Project Plans 3. One (1) color and materials board and Nichiha Architectural Wall Panels Full Line Catalog 4. Two (2) copies each of site furnishings cut sheets (bike rack and benches) 5. Two (2) copies of Truck Turning Exhibit 6. Two (2) copies of the Lot Line Exhibit 7. Two (2) copies of the Wall Section Profile Exhibit 8. Two (2) copies of a picture of typical rockery retaining wall material 9. Two (2) copies of the screen wall detail 10. Two (2) copies of a photograph of the existing appliance store sign The following outline provides each of your comments in italics exactly as written, along with a narrative response describing how each comment was addressed: 1. Site Design: a) Relationship to Street Front: Twelve feet setback is required along Tukwila International Blvd. The setback is measured from the property line. These requirements can be waived only if they are approved as part of the overall design approval and pedestrian oriented space is provided. Please note that pedestrian oriented space is defined as "an area between a building and a public street that promotes visual and pedestrian access onto 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 (425) 251-8782 FAX BRANCH OFFICES • TUMWATER, WA • LONG BEACH, CA • WALNUT CREEK, CA • SAN DIEGO, CA www.barghausen.com Minnie Dhaliwal Planning Supervisor City of Tukwila Department of Community Development 2 February 4, 2014 the site and that provides pedestrian -oriented amenities and landscaping that enhances the public's use of the space. A pedestrian oriented space is encouraged to have landscaping or built in planters; site furniture, artwork or amenities such pedestrian weather protection or other enclosure such as an arcade. If the proposal includes a waiver request from standard setback requirements it must be revised to provide pedestrian oriented space as defined on Page 8 and 85 of the Design Manual. Response: A waiver of the standard setback is requested. The revised site plan shows a pedestrian -oriented space with built-in planters, seating and awnings that meet the design manual requirements. b) Site Design for Safety: This criteria (Page 18 of the Design Manual) requires that structures shall be designed and sited to maximize site surveillance opportunities from the buildings and the public streets. There are security concerns with the dark (no lighting) on the north side of the building. Also, it is not clear what is the height of the retaining wall in this area. Per TMC 18.50.150 retaining walls over four feet have to be located outside the required setbacks unless a waiver meeting the criteria listed under 18.50.0150 is met. Please provide cross section to show the grades, height of the wall (top and bottom), and distance from the building and the property line. Response: There is no access to the building behind the trash enclosure on the west side or on the north side, and so no lighting is proposed outside of the trash enclosure area. A cross section of Rain Garden #1 has been added to the plans showing the grades, retaining wall, building and property line as requested. The proposed retaining wall meets the requirement for a setback waiver; this property is on the low side of the retaining wall and it is not visible from the adjacent properties. c) Pedestrian Amenities and Site Furnishings: Please provide details of site furnishings including planters, lights, and bike rack etc. Please include special paving in pedestrian oriented areas. A minimum of two bicycle parking spaces are required to meet the parking requirements. A plaza would satisfy the requirement for pedestrian oriented space in lieu of the setback requirements along Tukwila International Boulevard. Response: A pedestrian plaza has been added in the plans at the southeast corner of the building. Please refer to the revised site plan and landscape plans. Details of the proposed bike rack and benches are included in this submittal. d) Pedestrian Circulation: Walkways and landscape features should be used to provide clear pedestrian circulation patterns between the various buildings on the site. (Page 34- 37 of the Design Manual). Also provide details of the sidewalk connection between the existing sidewalk and the new one. Additionally, the elevation of the sidewalk should remain level at the driveways instead of dipping down for the driveway. Please provide details of the driveway connection. Additionally, the connection between the sidewalk and paved area at the entrance appears to be very narrow. Widen it to make it a better transition. Response: The connection between the building and the right-of-way has been revised as part of the pedestrian plaza. Pedestrian connection with the buildings to the south is Minnie Dhaliwal Planning Supervisor City of Tukwila Department of Community Development 3 February 4, 2014 on the existing sidewalk in the right-of-way. No connection is proposed to the west because those are residences. e) Vehicular Circulation: Please provide justification why the two driveways could not be combined to one. Response: Truck maneuvering diagrams are included with this submittal. Two driveways are necessary for trucks to negotiate the small site, and to provide the required parking. If the only driveway provided was the north driveway, trucks would not be able to leave the loading area and exit the north driveway without significantly impacting the site plan in a detrimental manner. If the south driveway was used, the trucks entering could not maneuver into the pull through and back up into the loading dock. f) As indicated in the application materials if a ground lease is contemplated, then it is not exempt from the platting requirements. At this time it is important to understand how the future lot lines will be laid out to avoid any issues with zoning code and building code setback requirements. Also provide a complete list of all the structures on the properly and the area (sq. ft.) and use of each of the structures. Response: A lot line exhibit is included with this submittal showing the proposed lot line, the existing and proposed buildings, including the area and use of each structure. 2. Building Design a) The modulation along with the building facades must meet the minimum 4 feet deep criteria. (Page 53 of the Design Manual). Response: Due to the tight site constraints and topography that we are dealing with on this site, providing a 4 -foot deep modulation on the north side of the building is physically impossible and remain out of the required 10 -foot landscape setback. The topography is shown as it will exist on the north building and you will notice that a portion of the building will be below grade and serve as a retaining wall. With the landscaping to be provided, not much of this building elevation will be visible. AutoZone hopes that the City will consider that we have provided a 4 -foot deep modulation on the eastern front elevation (facing Tukwila Blvd.) and have provided required modulation on the south elevation greater than 4 feet. We have highlighted those areas on the attached plans. We have also added some additional architectural features and materials around the building. b) The entrance feature could be wrapped around the corner of the building to highlight the entrance area and relate the building to the sidewalk. See page 57 and 58 for various ideas on the corner treatment. Response: The Building entry feature has been wrapped around the corner of the building as requested. Also the pedestrian plaza wraps around the front corner of the building and highlights the entrance as requested. c) Provide special treatment for the north, south and west elevations. Special treatment of the blank walls shall include modulation; material and color variation; texture; vertical trellis and landscaping. Minnie Dhaliwal Planning Supervisor City of Tukwila Department of Community Development 4 February 4, 2014 Response: All elevations of the building have been modified to add additional materials, colors and architectural features. Modulation has been added at the East Elevation Entry area in lieu of the North elevation due to the sidewalks, parking stalls and drives being already designed at the minimum requirements, thus not allowing for any deep modulations or additional landscaping (per your comment #3 Landscaping at facades with no windows) and maintain accessibility requirements for pedestrians. Trellis elements could be added to these elevations. d) Materials and colors board is required. Also, provide details of the material for the retaining walls including modulation and screening details. Response: A color/materials board is included in this submittal. A picture of typical rock wall material has also been included in this submittal. e) Retaining walls over four feet need to meet setback requirements unless the setback requirements are waived per TMC 18.50.150. Also, trash enclosures need to meet minimum setback requirements. Response: The trash enclosure is outside of the 10 -foot setback. The retaining walls meet the setback waiver because this site is on the low side of the wall and it is not visible to the adjacent properties. f) Provide details of the fence to screen the storage area for the appliance store. Response: A typical wood fence detail is included as part of this submittal (labeled "Screen Wall"). g) Please provide occupancy type for the proposed building. Response: This building is occupancy type M. 3. Landscape Design The landscaping along the north facade should include some more trees to provide screening of the wall. Also, show how you comply with the interior parking lot landscaping requirements of 18.52.035. Landscape islands are required at the ends of each interior row and after 10 stalls in a row. The interior landscape islands must be a minimum of 100 square feet and shall be a minimum of 6 feet in any direction and generally the length of the parking stall. Response: Additional trees have been added north of the building. Additional interior landscape islands have been added to the plan to break up the parking area. Provide scaled cross sections of the rain garden. It is not clear why a chain link fence is required around the rain garden particularly right next to the sidewalk. Use of landscaping instead of fence is encouraged. Response: Cross sections of the rain gardens have been added to the plans. The chain-link fence around rain garden #2 has been eliminated. The proposed landscaping east of the rain garden will discourage pedestrian access. Minnie Dhaliwal Planning Supervisor City of Tukwila Department of Community Development 5 February 4, 2014 Foundation landscaping, trellises and raised planter beds should be provided along the facades that do not have windows. Also, planting details for planters in the pedestrian oriented space (plaza along the street) should be considered. Response: Planters have been added as part of the pedestrian plaza. 4. Signage Provide details of existing signs on the property. Please clarify if the freestanding sign is proposed to be removed. If a new freestanding sign is proposed indicate the location and design of the new sign. The city's sign code can be found at http://records. tukwilawa. gov/WebLink8/1/doc/54074/Electronic.aspx Please note that per TMC 19.36.040 (2.)" When an application is submitted to the City for a project that is subject to design review, on any non -conforming building -mounted signs on the premise affected by the construction and all non -conforming free-standing signs lose their nonconforming status." Response: There is an existing sign for Appliance Distributors located south of the southern driveway. A photo of the existing sign is included in this submittal. There is also an existing billboard that will be removed. A new monument sign is proposed in the landscape area between the driveways. A detail of the sign is shown on Sheet PS2, the exterior elevations page. The signage details dependent on the lot configuration are still being worked out. The signage for this project will meet the City sign code. 5. Public Works Comments: a) Transportation Impact fee applies to the future Building permit in the amount of $13,902.60; based on Commercial — Retail (Auto Parts Sales) in Zone 3 ($2.04 x 6,815 sq ft/GFA = $13,902.60). Public Works Bulletin A3 — Pavement Mitigation and Transportation Impact Fees. Response: Acknowledged. b) Half -street improvements including curb, gutter, sidewalk, driveway access, and storm drainage; are required along the North side of S. 148th Street from the SW corner of TL no. 004000-0865 to Tukwila International Blvd. The cost for any half -street improvements constructed adjacent to the Southernmost property line of TL no. 004000-0995 may be off -set by a credit towards the Transportation Impact Fee as described above. Response: Acknowledged. Conceptual street improvements are shown on the proposed project plans. c) All utilities are required to be underground, per City ordinance. Response: Acknowledged. Minnie Dhaliwal Planning Supervisor City of Tukwila Department of Community Development 6 February 4, 2014 d) Project shall comply with Geotechnical Engineering Investigation, by Krazan & Associates, Inc., dated March 22, 2013; Geotechnical Engineering Letter — Stormwater Infiltration, by Krazan & Associates, Inc., dated September 13, 2013; and subsequent geotechnical investigations/reports. Response: Acknowledged. e) Public Works permit information, plan submittal criteria, standards, and specifications; are available on the City's Web -Site. Go to the City Web -Site then click on City Department Directory / Public Works Department / Development & Permits. Then under Public Works Topics click on Customer Assistance Bulletins (CAB) and Development Guidelines and Design & Construction Standards and other topics as applicable. Response: Acknowledged. We believe that the above responses, together with the enclosed revised plans and additional exhibits, address all of the comments in your letter dated January 9, 2014. Please proceed with the SEPA and Design Review. If you have any additional questions, please contact me at this office. Thank you. Sincerely, ..,, -„, ,X#0,0 Jason Hubbell, P.E. Senior Project Engineer JH/ca 16440c.003. docx enc: As Noted cc: Mitch Bramlitt, AutoZone, Inc. (w/enc) Karen E. Harris, Barghausen Consulting Engineers, Inc. NO Se4LE Tod of wall elevation. See site or d ra c inc ,/— plan 4"x4" IIXLH trea teol wood oostat6'=O"O.c. '14X. soacinc 5/4" x 6" treateo pine vertical boards Treated 2"x4" cont. horizontal na i Iers cinishedl oracle varies. See 9raoin9 elan 12"(1) hole fiileo with concrete is SCR WA' I D TAII RECEIVED FEB 04 2014 CQMMUNI i r D VELCf'M1=NT This is an example of a typical rockery retaining wall, similar to what would be used at the AutoZone project. RECEIVED FEB 04 2014 (A -V1-1 oi,ML-NI Fo1pv'"'o� Linked®) 404 V'S Or okj .ull row_o0 1 ou1?4;ifn ' m'_o7CfCc�11 nYniS Cc gakaof o 0 o_ 4.1% 4 rp iiaCc In In rr e lr , o ' - _ ' UvD trW t'nlip- magrelai0 v o i obgt7 - 71 - n c it§ virequaik `nn t ess c-4 mgt., i wen provisofC v�Co�. CO�uYr{„vot{c,,to.ro o- ccoo11f grftchrileaw to '' o i n g s o I Cly L'Mnlrob two Ie] tIn1C1 ny�e�o e &. e d plIa o., O c o o�l�,jo e�': ve iso o r I �o r lr of 1��1oiaf ' nC agreR 16;) 4 r ft, J�J wCo I i o r o cif1 o o n•o CoQ -r oo- no -do .n • g, mm°tlTa' thei. ii co�U17 e o ng (44 *Oft? oo - & o0 0 Certification & testing: NICHIHA fiber cement Tube Report No. EC -58 Report No. FL12875 v to CCMC Canadian Construction Materials Centre Report No. 13083-R No. 13205-R ratts'N Report No. ESR -1694 NICHIHA USA, Inc. 6659 Peachtree Ind. Blvd. Suite AA Norcross, GA 30092 Toll Free: 1-86-NICHIHA-1 (1-866-424-4421) Phone: 770-805-9466 - Fax: 770-805-9467 nichiha.com in Nichiha USA, Inc. Silica Dust Warning: NICHIHA products may contain some amounts of crystalline silica [a.k.a. sand, silicon dioxide], which is a naturally occurring mineral. The amount will vary from product to product. Inhalation of crystalline silica into the lungs and repeated exposure to silica can cause health disorders, such as silicosis, lung cancer, or death depending upon various factors. To be conservative, Nichiha recommends that when- ever cutting, sawing, sanding, sniping or abrading the product, users observe the Safety Instructions above. For further information or questions, please consult the MSDS, your employer, or visit www.osha.gov/SLTC/ silicacrystalline/index.html and www.cdc.gov/niosh/topics/silica. The MSDS for Nichiha products are available at www.nichiha.com, at your local Nichiha dealer or through Nichiha directly at 1.866.424.4421. FAILURE TO ADHERE TO OUR WARNINGS, MSDS, AND OTHER INSTRUCTION MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH. ARCHITECTURALBLOCK, CANYONBRICK, EMPIREBLOCK, FIELDSTONE, KURASTONE, PLYMOUTHBRICK, QUARRYSTONE, SANDSTONE, THE POWER OF POSSIBILITIES, VINTAGEBRICK and VINTAGEWOOD are trademarks of Nichiha USA, Inc. NOTE: Printed material may not accurately depict actual product color. ©2013 Nichiha USA, Inc. All rights reserved. Printed in the USA. NLC 6K 08.13 BSB RECEIVE[ F23 0420 f; IA ✓k i Uk- .LI, ARCHITECTURAL WALL PANELS FULL LINE CATALOG The power of possibilities NICHIHA fiber cement AIA Credit: 1 AIA HSW CEH We're looking a rd, 6 Illumination Series Panels 8 ArchitecturalBlockTM Panels 10 KuraStone' Panels 13 Vintage Wood'" Panels 13 EmpireBlockTM Panels Never underestimate the power of really good tools 0 NICHIHA fiber cement Registered_ nb@clearbutltcom Logout Whether you're an architect a builder, a contractor or a residential remodeler, Nichiha wants to see to it that you have all the Information you need to make your project go as smoothy as possible. The way we see it we're partners. Our architectural e -binder is a comprehensNe collection of technical Information, CAD details, in depth specifications and a handful of other great resources. Our hope Is to protide you With the tools you need to make your projecta success. Also, we Invite and encourage you to visit our website at nichiha.com to get to know us even better. And by all means. If you have a troublesome question or comment our ears are always open. 6659 Peachtree Ind. Tel: 866.424.4421 Ste. AA Norcross,GA 30092 Fax: 770 805.9467 www.nichiha.com info@nichiha.com Never underestimate the power of really good tools... Company 0 Gallery 0 EdlLiterature 0 Products 0 Leed 0 Tech Bulletins 0 Specs 0 CertlWarranties 0 CAD/BIM 0 02012 Nichiha LLC. Updated: details o U C47 o f203 Whether you're an architect, a builder or a contractor, Nichiha wants to see to it that you have all the information you need to make your project go as smoothly as possible. The way we see it, we're partners. Our website offers a comprehensive collection of technical information, Architectural details, in depth specifications and everything you'll ever need to know about installing Nichiha products. We invite and encourage you to visit our website at nichiha.com. And by all means, if you have a troublesome question or comment, our ears are always open. Call us at 1.866.424.4421 or visit us at nichiha.com. Scan this QR code or visit www.hanleywooduniversity.com for more information on Nichiha's CEU rainscreen course. NICHIHA WARRANTIES • Illumination Series Panels — 50 -year limited warranty* on panels, 15 -year limited warranty* on finish. • Nichiha Block, Stone, Brick, VintageWood'" and EmpireBlock'' Panels — 50 -year limited warranty* on panels, 15 -year limited warranty* on finish. • KuraStone'" Panels — 50 -year limited warranty* on panels, 10 -year limited warranty* on finish. • Metal Trim: TAMLYN warrants defective -free products for a period of 10 years for the original purchaser. Please visit tamlyn.com for detailed information on terms, conditions and limitations. * See Nichiha warranties for detailed information on terms, conditions and limitations. Visit nichiha.com for easy downloadable warranties or call toll-free 1.866.424.4421 for a copy. Nichiha MSDS is available at nichiha.com, at your local NICHIHA dealer or call NICHIHA direct, toll-free 1.866.424.4421. www.nichiha.com 23 Nichiha FieldStone and QuarryStone are rock solid solutions The look of stone has never been this quick or affordable ILLUMINATION SERIES Nichiha's FieldStoneTMand QuarryStoneTMproducts are two economical time -saving solutions Perfect for those situations when the look of tumbled stone, travertine or marble is desired. Covering 9 square feet per panel, both products go up in a fraction of the time required by a crew of masonry contractors. Both add a touch of stately elegance to whatever you're building. They're also perfect for retail settings, fireplace mantels and all kinds of interior environments. 18 0 cat__, o ° ° ' \ J 0 PRESSIONS o P 0® COLOR Adding color and style to your projects has never been easier. Nichiha's Color Xpressions System for Illumination Series panels opens up a nearly limitless world of possibilities, backed by a 15 -year color finish warranty.* ILLUMINATION SERIES PROFILE LARGE 18" x 6' WITHOUT SCORE SMALL 18" x 6' WITH SCORE DIMENSIONS (NOM. FT. — ACTUAL MM) 18"[H]x6'[LI (455MM [H] x 1,818MM [L]) THICKNESS (NOM. IN. — ACTUAL MM) 5/8 (16MM) WEIGHT (LBS. PER PANEL) WEIGHT (LBS. PER PANEL) WEIGHT (LBS. PER SQ. FT.) 37.9 _ 37.9 4.2 EXPOSED COVERAGE (SQ. FT. PER PANEL) PACKAGING (PIECES PER PACK) *See Nichiha warranties for detailed information on terms, conditions and limitations. www.nichiha.com 9 2[18so. Fr.] 7 The look you envisioned... Performance you hoped for When you're looking for clean lines... take a look at ArchitecturalBlock BRICK VINTAGEBRICKTM ALEXANDRIA BUFF VINTAGEBRICKTM DIMENSIONS (NOM. FT. - ACTUAL MM) WHITE WASH CANYONBRICKTM SHALE BROWN THICKNESS (NOM. IN. - ACTUAL MM) WEIGHT (LBS. PER PANEL) WEIGHT (LBS. PER SQ. FT.) 18" [H] x 6' [L] (455 MM x 1,818 MM) 3/4" (18 MM) 39.3 4.4 EXPOSED COVERAGE (SQ. FT. PER PANEL) 9 PACKAGING (PIECES PER PACK) 2 [18 SQ. FT.] CANYONBRICKTM DIMENSIONS (NOM. FT. - ACTUAL MM) 18" [H] X 6' [L] (455 MM [H] X 1,818 MM [L]) THICKNESS (NOM. IN. - ACTUAL MM) 5/8" (16 MM) WEIGHT (LBS. PER PANEL) 32 WEIGHT (LBS. PER SQ. Fr.) 3.6 EXPOSED COVERAGE (SQ. FT. PER PANEL) 9 PACKAGING (PIECES PER PACK) 2 [18 SQ. FT.] Contemporary good looks, space-age performance The clean, linear look of Nichiha ArchitecturalBlock'" is a versatile choice for commercial and residential projects alike. Its cool modern tones and subtle seams are the perfect partner for gleaming glass, stainless steel or even a splash of neon. ArchitecturalBlock is a handsome, durable and cost effective solution. The ease of installation and wide variety of corner options make it as popular with contractors as it is with clients. 8 PLYMOUTHBRICKTM CRIMSON ArchitecturalBlock is also available with an optional score in the middle of the panel. The distinctive deep score mark gives the impression of 3 -ft panels for decidedly different appearance from the standard panel. PLYMOUTHBRICKTM DIMENSIONS (NOM. FT. - ACTUAL MM) 18" [H] x 6' [L] (455 MM x 1,818 MM) THICKNESS (NOM. IN. - ACTUAL MM) 5/8" (16 MM) WEIGHT (LBS. PER PANEL) 39.3 WEIGHT (LBS. PER SQ. FT.) 4.4 EXPOSED COVERAGE (SQ. FT. PER PANEL) 9 PACKAGING (PIECES PER PACK) 2 [18 so. FT.] www.nichiha.com 17 r TRUCK TURNING EXHIBIT - DUEL DRIVEWAY SCENARIO'S A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON NEW GRAVEL TURN AROUND 15.00 53.00 ------------------------------------ ( ( 4.00 19.50 WB -65 TrocWr Wath Trailer Width Tractor Trock Trailer Track feet 8.00 Lock to Lock Time : 6.0 8.50 Steering Angle : 28.4 8.00 Articulating Angle : 70.0 8.50 9ST5.1arr 1231.51' Gun DIS NLc OCA MA 189/251) L.13 '0450 RECEIVED FEB 04 2014 r 0uwm„ nFVtIUYIAFNf 8 8 8 I) m� w w E O N z a le ccj AUTOZONE 02/04/2014 8 R F C ( :P:\16000s\16110\exhibit\16110—PVMAwq Dote/Time:1/30/2014 T-30' 0 15 30 60 TRUCK TURNING EXHIBIT - SINGLE DRIVEWAY SCENARIO'S A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON ONLY NORTH DRIVEWAY SCENARIO ASSUMING ONLY ONE DRIVEWAY (NORTH) ONLY NORTH DRIVEWAY SCENARIO ASSUMING ONLY ONE DRIVEWAY (SOUTH) RECEIVED FEB 04 2014 8 8 A 02/04/2014 a R _ 1 NI a NI Dalai e:2/4/2014 9:37 AM Scole: LANDSCAPE WALL ELEVATIONS A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON LANDSCAPE WALL ELEVATION -_,0• HORIZ ,--70• VERTICAL .e �' • -_ s:�9CwVi_C �?:C�::\7� �}.,4%A1.4A�Q?ne. %I. %3... �\...As_Q..... �•... 1: �1\��',i��+ CUNBMC VINES T.VICAL CASCADING CROUNDCOVER TYPICAL ROCKERY RETAINING WALL PARKING EAT LSIANDS ter. PARIONG EAT PLAN VIEW 1'-t0• MOM i_t0 VERTICAL L13 -oo0 A RECENE.0 FEB 04 201k •,•:;11.;.r.,.. • •• _ L N W W Q ,•,c‘i co N N co cq ZCO I I Q 3 N N N N CO Yis, d E r Q 1 A Hueco has the widest selection of commercial bice rats that can accommodate from one to t: en -ane byes_ AD of our Lae racks prov:de safe and secure tike parking and conte in a variety of guratians_ Square tuh g s offered as a deterrent to pilite caters_ &e Rack Fiinistres nrtcade Hat Gaped t tzed„ Panter Coat ' ain:ass Steel and Thennop%sta., but not aJ Tithes are available on a]1 products_ We easEy fit l requests far tinfcae tr1€e racks, L"., ether Ers one ofa; in or 50 nevdesfgrs_ From our most papular BR Serres to The mast mem, , custom -i ianafathared bake rack, a]l Hum tree parking proeuds are backed b ' the famous Runic° Warranty_ Henft° Stipp} LLC P_O. Box 10385 Portland , OR 97295 Tel: (503) 224-8700 Fac (503) 274-21155 Tnlltreer WED) 547-59t E -mat .sat gttort h_ tt Web site. h1133.11rmrthurrico.a3m -'SCE!\/ED F;E3 04 2011:. It t u+•Mt N f PORTLAND, OREGON 97296-0385 PHONE: (503) 224-8700 or 1-800-547-5909 FAX: (503) 274-2055 www.huntco.com *9 5/8" *(244MM) BR 3 25 LBS Ow - 14" (356MM) *36" *(914MM) BIKE PARKING LENGTH (4'-2" MIN.) 18"+ MIN. 24" MIN. 7'-0" MIN. BIKE PARKING WIDTH 5'+/ - BIKE SPACE 10" OUTLINE OF L..4CORE HOLE 9.. PARALLEL TO WALL MOUNTING - 23" INGROUND MOUNT DETAIL 23" PARALLEL TO WALL MOUNTING SIDE VIEW ADJ. TO BLDG. 1/2" X 4" ANCHOR BOLTS (SIDE VIEW OF FLANGE) FLANGE MOUNT TOP VIEW ALTERNATE DETAIL: FLANGE MOUNT ON CONCRETE PAD/WALK NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWINGS. 3. *DIMENSIONS APPLY FOR ALL RACKS. OPTIONAL HEIGHT OF 42" (1067MM) IS AVAILABLE. 4. THE MODEL NUMBERS INDICATE THE NUMBER OF BIKES EACH BIKE RACK HOLDS. BR SERIES BIKE LOOP RACKS 3 BIKE CAPACITY NOT TO SCALE /S 1_UI'ML--141 Photo of the existing sign at the appliance store. RECEIVED FEB 04 2014 COMMUNI I Y DEVLLOPMLNT WEBCOAT WEBCOAT PRODUCTS P.O. BOX 3160 McALESTER, OKLAHOMA 74501 1-800-505-5101 FAX: (918)426-5924 E—MAIL: WEBCOAT©WEBCOAT.COM B6WBCLASSIC WINGLIXES 6' CLASSIC STYLE BENCH WITH CONTOURED BACK INGROUND MOUNT DESIGN Please take the time to locate and identify each part. Assemble the units on a smooth flat surface. It is also helpful to lay the tops and seats on cardboard or a drop cloth to prevent scratching of the surface during assembly. All parts have been pre—cut and pre—drilled for ease of assembly. All holes are slotted to allow for easy assembly and for final levelling of tops and seats to frames. Fully assemble all parts without totally tightening nuts and bolts. After all assembled go back and retighten nuts to bolts. DO NOT OVER TIGHTEN NUTS TO BOLTS. Over tightened nuts can crack the plastisol coating. All the necessary quantities of parts required are listed in this assembly instructions. DO NOT BEGIN ASSEMBLY UNTIL YOU HAVE READ THESE INSTRUCTIONS AND ARE FAMILIAR WITH THE PARTS. PARTS LIST ITEM PART# DESCRIPTION QTY. A S6CLASSWING 6' CLASS WINGLINE SEAT 1 B FBI FRAME 2 ITEM HARDWARE DESCRIPTION QTY. HW1 5/16" X 18 NYL LOCKNUTS 4 HW2 5/16" X 18GA CAP BOLTS 4 HW3 5/18" FLAT WASHERS 8 HW4 BOLT GUARDS 4 ASSEMBLY TOOLS REQUIRED 2- 1/2" WRENCHES HARDWARE IDENTIFICATION UIIIIIUII111111111111N1 I llmi (HW1) 5/16" X 18 (Hw2) 5/16" X 18 GAUGE CAP BOLTS NYL LOCKNUTS (HW3) 5/16" FLAT WASHERS (HW4) BOLT GUARDS ASSIABLY PROCEL URES STEP 1 MOUNT SEAT TO FRAMES AS SHOWN BELOW BY MEANS OF FOUR 5/16" BOLTS, EIGHT FLAT WASHERS AND FOUR NUTS, THROUGH THE SLOTTED HOLES IN THE SEAT END PLATES AND THE SLOTTED HOLES ON BOTH ENDS OF THE FRAME. STEP 2 FOLLOWING THE FOOTING DIAGRAM BELOW, DIG TWO INLINE HOLES APPROXIMATELY 24" DEEP BY 12" ROUND. THE DISTANCE BETWEEN HOLES 1 AND 2 IS 64 1/2" CENTER TO CENTER. STEP 3 SET BENCH END FRAMES IN HOLES. MAKE SURE TOP OF SEATS ARE 18" ABOVE GROUND LEVEL AND ARE IN LINE. FILL WITH CONCRETE, LEVEL SEAT. LET STAND 24 HOURS BEFORE COMPLETING ASSEMBLY INSTRUCTIONS. STEP 4 TIGHTEN ALL NUTS ON ALL BOLTS AND PLACE THE BOLT GUARDS ON ALL NUTS. OVER TIGHTEN THE NUTS AS THIS COULD CAUSE THE PLASTISOL COATING TO CRACK. 1 CAP. BOLT & WASHER 2 WASHER & LOCK NUT FOOTING DIAGRAM 64 1/2" ® SPECIFICATIONS 6' POLY VINYL COATED CLASSIC STYLE BENCH WITH CONTOURED BACK. FRAME IS INGROUND MOUNT DESIGN. COATED WITH A 1/8" TO 1/4" THICK PLASTISOL ULTRAVIOLET STABILIZED VINYL COATING FUSED AND BAKED TO A 90% GLOSS. SEAT HEIGHT IS 15" APPROXIMATELY. TOTAL OVERALL DIMENSIONS ARE 75" X 26". THE SEAT IS MADE FROM 11 GA. PLASMA CUT STEEL. FRAMES ARE MADE OF 2 3/8" HEAVY GALVANIZED STEEL TUBING THAT IS GALVANIZED INSIDE AND OUT AND MEETS OR EXCEEDS THE YIELD AND TENSILE OF SCH 40 PIPE. CONSTRUCTED SO AS TO PROHIBIT RAIN WATER FROM COLLECTING AT GROUND LEVEL. COATED WITH A BAKED ON POLYESTER POWDER COAT FINISH. ALL HARDWARE IS NON—CORROSIVE. WEIGHT FOR THE B6WBCLASSICWINGLINE IS 146 LBS. MAINTENANCE To maintain luster it is recommended to wash, rinse, and dry the units after prolonged use. Check for loose bolts and nuts and tighten as needed. Contact the factory for genuine Webcoat part replacements if needed. Home WEBCOAT Request a Catalog Company Information Webcoat, Inc. Phone: 800.501-;101 Fax: 918-426-.;924 Etnaii: webcoattawebcoat.cont Shapping Cart Sales Reps Needed Color Chart Item Search: 41/4 Search Virtually any color for tops, seats, and frames is available with quantities. The VIP Standard colors are: Black, Blue, Brown, Burgundy, Clay, Gray, Green, Mariner Blue, Orange, Purple, Red, Teal, White, and Yellow. Frames come in Almond, Black, Blue, Brown, Burgundy, Orange, Galvanized, Gray, Green, Mariner Blue, Purple, Red, Teal, White, and Yellow. These ranges of style, colors, and frame configurations for tables and benches add to the distinctiveness of the location of which they are placed. Our Standard Colors are subject to change, we cannot guarantee the colors will match previous years. Colors shown here and throughout the catalog are approximate only. Please call and request actual samples, if needed. P(astsoi Colors VIP Mariner Blue VIP Brown VIP Red VIP Greene VIP Blau. Pro posed b cli Color COPYRIGHT 2007 1 EAST ELEVATION - FRONT SIDE Scale: 1/a"=1'-Oo 4' 8' 16' 2 NORTH ELEVATION - RIGHT SIDE Scale: Il8'=1'-Ob a' E' 16' 12'-2" GRADE D. -D_ — — — FINISH FLOOR 3 WEST ELEVATION - REAR Scale: 119"=1'-O9 4' a' 16' 23'-O' 000 12' 2" 1 1.-2" FIN. FLOOR 000 000 —$ 21'-O' —012' 2' GRADE —43-NISN FLOOR • 12•-2" 4 SOUTH ELEVATION - LEFT SIDE Scale: 1/8"=1' -Ob 4' 8' 16' O O O O m 0 0 0 0 0 0 CORNICE WITH STUCCO FINISH COLOR: Fit STUCCO FINISH - COLOR: STUCCO FINISH - COLOR: STUCCO FINISH - COLOR: STUCCO FINISH - COLOR: 2 131 PROJECTED ACCENTS WITH STUCCO FINISH - COLOR: I I 1 ALUMINUM STOREFRONT - RED KYNAR FINISH GLASS AND ALUMINUM DOORS - CLEAR ANODIZED FINISH WALL MOUNTED LIGHT FIXTURE PAINT HOLLOW METAL DOOR(5) t FRAMES COLOR: n TOILET WALL VENTS PAINT TO MATCH WALL WALL SIGN - 42' CHANNEL LTR5. (AUTOZONE ONLY) I" V -GROOVE SCORE JOINT PIPE GUARD - WITH RED PLASTIC SLEEVE MECHANICAL UNITS SCREENED BY PARAPETS METAL AWNING COLOR: SPLITFACE BLOCK PAINT COLOR: I SPUTFACE BLOCK PAINT COLOR: SMOOTHFACE BLOCK PAINT COLOR: NICHIHA ARCHITECTURAL PANELS - PLYMOUTH BRICK- CRIMSON ALTERNATE # 1 - BRICK VENEER TO MATCH COLOR OF NICHIHA PANELS 3 21 20 20 NOT PAINT OVERHEAD DOOR PAINT ANGLES SW 6055 DECORATIVE METAL ACCENT. COLOR: LINE OF TOP OF BUILDING RETAINING WALL. PT. RETAINING WALL TO MATCH BUILDING PAINT SCHEME. CORNICE WITH STUCCO FINISH COLOR: 4" BLACK OPAQUE GLAZING ALUMINUM STOREFRONT - RED KYNAR FINISH 4 131 1 1 ELEVATION KEY NOTES NOTE: PAINT COLORS BY ICI PAINTS - SHERWIN WILLIAMS #6091 RELIABE WHITE n-SHERWIN WILLIAMS #6086 SAND DUNE 131 4 -SHERWIN WILUAMS #6088 NUTHATCH -SHERWIN WILLIAMS #6083 SABLE 2 COLOR SCHEDULE FEoko L13'00 5'0 LO C.0 CV c') AutoZone Store No. 4181 Architect: AUTOZONE INC. Z 0 LU J W 0 W 0 J 0 0 07-17-13 7N2 CE -1 (alcnovainur om7 115'-4" 4'-4" 24'-8" 4'-4" 26'-2" 4'-4" 21'-0" 4'-4" 4'-4" 19'-6- 4'-4 0 [ u I> 16'-9" 24'-6" 16.-2" 4 in LOADING - J9 3,-3" 3-4 4.4 1 ICY 1 1 I 10'-3" 19'-4" 22'-10" 4' 13mmilim j IIJ 1 S"'''' /'1''# 3'-3"J. 4:PII •MANAGER 1 SALES AREA c MOS ■ :ITTA- ■ 10,-0" 65'-4" 4'-4" 14'-4" 4'-4 99.-4- 10'-2" 4'-4 - 0 1- o 21'-2" O 5 6, LATI 11'-4" 5'-0" 1 FLOOR PLAN — — Scale: 1/8"=1'-o- o 4' 8' 16' ROOF PLAN J 21'-4" L N N 6, 4 0 r - c -r • ROOF DRAINS TYP. ROOF HATCH OPENING I'i1 i HVAC UNITS SCREENE BY PARAPETS ROOF SLOP Scale: 1/8"=1'-0" 0 816816 AWNING 1.i3 Oas0 h L_ W O z O U w cc 0 L J J AWNING 0 z z 0 w cc 40 CD N M AutoZone Store No. 4181 CO CO rn VJ Lw r 0 0z z 0 w J w O EE w w V 00 F 0 a°' a 0 bO w 01-26-14 7N2 -R PS1 S 0 cs ®00®� 0 m ==_ �itoZone O 1;4'4IIII1•I111111II1111I1I r.. WALL SIGN - 42•CHANNEL LTRS. (74.06 s1) 2'-6 1 EAST ELEVATION - FRONT SIDE Scale: 1/8"=1'-00 4' 8' 16' 2 NORTH ELEVATION - RIGHT SIDE Scale: 1/8"=1'-0'0 4' 8' 16' C..23,0° 012,2- .2,6* 17-2• GRADE 1 FINISH FLOOR 3 WEST ELEVATION - REAR Scale: 1/8"=1'-o 4' 8' 16' 2.,6. FIN. FLOOR 4 SOUTH ELEVATION - LEFT SIDE Scale: 1/8"=1'-00 4' 8' 16' L13 -OO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CORNICE WITH STUCCO FINISH COLOR: STUCCO FINISH - COLOR: STUCCO FINISH - COLOR: STUCCO FINISH - COLOR: 2 111 3 4 4 STUCCO FINISH - COLOR: PROJECTED ACCENTS WITH STUCCO FINISH - COLOR: ALUMINUM STOREFRONT - RED KYNAR FINISH GLASS AND ALUMINUM DOORS - CLEAR ANODIZED FINISH WALL MOUNTED LIGHT FIXTURE PAINT HOLLOW METAL DOORS) 4 FRAMES COLOR: TOILET WALL VENTS PAINT TO MATCH WALL WALL SIGN - 42" CHANNEL LTRS. (AUTOZONE ONLY) I ° V -GROOVE SCORE JOINT PIPE GUARD - WITH RED PLASTIC SLEEVE MECHANICAL UNITS SCREENED BY PARAPETS METAL AWNING COLOR: SPLITFACE BLOCK PAINT COLOR: SPLITFACE BLOCK PAINT COLOR.: 13 SMOOTHFACE BLOCK PAINT COLOR: 2 21 3 NICHIHA ARCHITECTURAL PANELS - PLYMOUTH BRICK- CRIMSON ALTERNATE # I - BRICK VENEER TO MATCH COLOR. OF NICHIHA P/ l4S/r2 DO NOT PAINT OVERHEAD DOOR PAIN LES SW 6085 DECORATIVE METAL ACCENT. COLOR: LINE OF TOP OF BUILDING RETAINING WALL. PT. RETAINING WALL TO MATCH BUILDING PAINT SCHEME. CORNICE WITH STUCCO FINISH COLOR: BLACK OPAQUE GLAZING ALUMINUM STOREFRONT - RED KYNAR FINISH 3 1 ELEVATION KEY NOTES NOTE: PAINT COLORS BY ICI PAINTS 2 1 31 4 - 5HERWIN WILLIAMS #6091 RELIABE WHITE -SHERWIN WILLIAMS #6086 SAND DUNE -SHERWIN WILLIAMS #6088 NUTHATCH -SHERWIN WILLIAMS #6083 SABLE 2 COLOR SCHEDULE 1V .EI E 7 1P-16 16-7 STRIPES 8 COPY 6'-0• WHITE BACK GROUND GLOSS BLACK. STUCCO TEXTURED COVER COLOR SW 6088 TO MATCH BUILDING, HOLD COVER 1' OFF FINISHED GRADE. FINISHED GRADE FRONT ELEVATION 29.79 S.F. 3 MONUMENT SIGN C1 CO N c+) AutoZone Store No. 4181 0) 0) CO (0 00 0) z w 0 z 0 z 0) z 0 1- w J w cc 0 LL w 1- w -o ., a 0 4) 4) c) 8) 0 0 0 1/2 0 O U 0 1 0 1- 004 00 O 0.i 88 00 •0 O 01-26-14 7N2 -R PS2 0 15 30 60 CALL BEFORE YOU DICT' 1-800-424-5555 VERTICAL DATUM (NAVD 88) VERTICAL DATUM: NAV088 BASIS OF BEARINGS BASIS OF BEARING: MONUMENTED CENTERUNE OF 4280 AVENUE SOUTH BEARING N0005'12i LEGAL DESCRIPTION THAT PORTION OF LOTS 8. 9 AND 27 W BLOCK 7 OF ADAMS HOME TRACT, ACCORDING TO PLAT RECORDED N VOLUME 11 OF PLATS, ON PAGE 31. IN KING COUNTY. WASHINGTON. DESCRIBED A5 FOLLOWS: BEGINNING AT THE PONT OF INTERSECTION OF THE WESTERLY MARGIN STATE HIGHWAY NO. 1 WITH THE NORTH UNE OF THE SOUTH 100 FEET OF SAID LOT 27; THENCE WESTERLY TO A PONT ON THE WEST 1.IN6 OF SAID LOT 27 WHICH 5 12 FEET NORTH A5 MEASURED ALONG SA10 WEST UNE. FROM ITS INTERSECTION WITH THE NORTH UNE OF THE SOUTH 100 FEET OF SAID LOT LOT; THENCE NORTH ALONG THE WEST UNE OF SAD LOT 27 TO ITS INTERSECTION WITH THE NORTH LINE OF THE SOUTH 300 FEET OF SAID LOT; THENCE CONTINUING NORTH ALONG THE WEST LINE OF SAID LOTS 27 AND 8 A INSTANCE OF 150 FEET; THENCE EAST TO AN INTERSECTION WITH THE WESTERLY MARGIN OF SAID STATE HIGHWAY N0. 1; THENCE SOUTHERLY. ALONG SAD WESTERLY MARGIN. TO THE POLAR OF BEGINNING, AL50 THE EAST 91.47 FEET OF LOT 28 IN SND BLOCK 7 EXCEPT A PORTION THEREOF CONVEYED TO KING COUNTY FOR SOUTH 148TH STREET BY INSTRUMENT RECORDED IN VOLUME 1768 OF DEEDS ON 394 UNDER AUDITOR'S FILE N0. 2978335. RECORDS OF SIO COUNTY. ALSO THE SOUTH 62.85 FEET OF THE FAST 91.47 FEET OF LOT 7 IN SAID BLOCK 7. PRELIMINARY COVER SHEET A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON r 0040000850 3454 S. 14QTH 5T 9194500000 I 3460 S. 148Tr4 ST 0040000853 3515 5. 148TH 5T .,.587'48'51'1_ 91.42' 0040000890 S87:53'23 "E 177.01' 0040000874 14607 TUKWILA INTERNATIONAL BLVD /// rr� EX. B 21 45 11 S 148TH ST 0040000995 14661 TUKWILA INTERNATIONAL BLVD EARTHWORK OUANTfI1ES CUT - 5000 CU. YDS FILL • 450 CU. YDS. SPECIAL NOTE: ALL DITCHES ARE TO BE UNDERGROUND PER CITY OF TUKWILA ORDINANCE. INDEX OF SHtt i b C1 OF 9 C20F9 C3 OF 9 C4 OF 9 C5 OF 9 C6 OF 9 C7 OF 9 C8 OF 9 C9OF9 VICINITY MAP 10 O 0 0 0 NOT TO SCALE LEGEND EX LUIMMIS (LULL) EX »ICT0II D38 01 NOTED) CX CATCH 845N (03) EM. STORK 46*541 (S01N) EX SANRAR( SEINER IMNHOLE (MOD EX KONITO9 WELL DO EX NAIER VALVE (VA) I EX FIE HYDRANT (FH) Ja. EX 9(N EX FOP COVER SHEET DUSTING CONDI1lONS - SENSITIVE AREAS PLAN PRELIMINARY SITE PLAN GRADING AND STORM DRAINAGE PLAN TEMP. EROSION AND SEDIMENTATION CONTROL PLAN WATER AND SANITARY SEWER PLAN CONSTRUCTION NOTES AND DETAILS DETENTION VAULT AND PUMP CHAMBER PLAN AND SECTIONS VEHICULAR MANUVERING EXHIBIT 1./34vara • PROPOSED CONCRETE PROPOSED AWVLT PROPOSED E0P PROPOSED HATECIE PROPOSED PRE HYDRANT PROPOSED WATER METER PROPOSED STORM KDOIOLE C -S1 C)1°51‘1 1 2 ‘1GO _volAsA PRELIMINARY COVER SHEET 10 2 AUTOZONE 114181 AUTOZONE J m a z 0 P s z3 CC p 2/4/2014 1 I CONTRACTOR SHALL BE ILLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING A140 REPLACING ALL SURVEY UONUMENTATION THAT MAY BE AFPECIED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPUCATIONS MUST BE COMPLETED BY A REGISTERED LAPID SURVEYOR APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES. OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STA1E DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYAIR& WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION. ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENIATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. U 1UTY COUCT NOTE. CAUTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING TIE 10CAT10N. DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE I408IZOHTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CAUNG LIMY LOCATE 0 1-800-424-5555 AND THEN POTHOLING AL OF THE EXISTING UTILITIES Al LOCAT10NS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFUCTS EXIST. LOCATIONS OF SND UTIITIES AS SHOWN ON THESE PIONS ARE BASED UPON THE UNNERIFU:D PUBLIC INFORMA110N AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, TIE CONTRACTOR SHALL CONSULT BARGIAUSEN CONSULTING ENGINEERS. INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. \160004\ 16440\Prelimilrory\16440-PO.dry Dote/j ime:1/31/2014 10:47 4 P n \ EXISTING CONDITIONS - SENSITIVE AREAS PLAN A -P_. R11ON OF THE SW 1/4 OF THE SE 1/4 OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON OASHED C\1\w+ wNITE /` OgShEO 246, 1'-20' 0 10 20 40 SENSITIVE FEATURE KEYNOTES SIGNIFICANT TREE 4E4115 A TREE (COTTONWOOD EXCLUDED) WHICH 15 4 INCHES OR MORE IN DIAMETER AS MEASURED 4.5 FEET GRADE. HOWEVER. REMOVAL OF ANY COTTONWOOD TREE THAT IS 12 INCHES OR GREATER IN DIAMETER (AS MEASURED 4.5 FEET ABOVE GRADE) V2THIN THE FIRST 100' FROM THE RIVER SHALL REQUIRE A TREE PERMIT. TMC 18.44.110. OSLOPES OVER 1511 A1, MENTS 1/9/2014 JGH I REVISED PER COY .4 8 a EXISTING CONDITIONS PLAN AND SENSMVE AREAS PLAN AUTOZONE *4181 r7 �e.-- 737x/` AUTOZONE (332) LL /y PROPOSED BLDG R'1 SURVEY LEGEND BUILDING LINE C CONCRETE CURB CLF CHAIN LINK FENCE CONS CONCRETE SURFACE CRW CONCRETE RETAINING WALL CW CONCRETE WALK Irogoxosti EASEMENT AREA FOUND SURVEY MONUMENT FENCE LINE (CHAIN LINK) GM 0 GAS METER HH HAND HOLE HYD O FIRE HYDRANT IP IRON PIPE LUM LUMINAIRE MH (2) MAINTENANCE HOLE PM 0 POWER METER PP0 POWER POLE PPC SPOWER POLE W/ LIGHT THH TELEPHONE HAND HOLE 4.10 WATER METER N VALVE FENCE LINE (WOOD) LU/4:( LUMINAIRE ./..•',., q__/ / 2/4/2014 S1'07'55"W 73.69' / / / //r.'Q F 7. 1 RFsP. o�/ �\` FRAME HO1-STORY USE 9 A01 / o ° / \••.\ ° 10' BU)L6ING TBACK ,LANDSCAPE BUFFER ▪ ------- �,. \ ---A., ❑ c •(343)-4-/ \ -- , \ ]32"czU _�1'F_-- __�'n —(344)_—��i^_ 5. A 2 u 8 %h/ j /l- i� --- A - ---- / --- ..-- A / --- / /— -- — --------- A /f/ -- / / j /^ `5• Lii -ooro Cf] MM Cf) 9 — 0) N 0 1'-30' 0 15 30 60 Ikl"""I...,9wwWWJ r PRELIMINARY SITE PLAN A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON RAINGARDEN AREA 1 10' MIN REM 0580 587'53'23"E .177.01' LANDSCAPE AREA EX. BLDG no BE REj70VE6) 8.5j' // RAINGARDEN AREA 2 PROPOSED BUILDING ROCKERY RETAINING WALL (5' - 10' HIGH). WITH 42' BLACK VINYL CHAIN LINK FENCE AND GUARD GRAVEL ORALE EX. BLDG'S (TO REMAIN) NEW GRAVEL TURN' AROUND. ( 1AA.r 1- 19' WN REM 8581 EX. BLDG'S (10 REMAIN) � STORM RIR �WATER MEE / / /7 / yY` / / / • /'/CgV•/ CONCRETE RETAINING WALL (1' - 2 HIGH) 0 (TO //BE ABANDONED/REPLACED) LANDSGPE AREA 7RIA/F4A/ ADA RECESS 1• ROUTE EX. BLDG 00 BE REMOVED) Ex. LIGHT"POLE TO RE`OCATE/ NEW DRIVEWAY E/X FIR(:/H4. TO NEW CURB AND / 7 i) -L G s lasllll."sr-vir NEW CURB. GUTTER AND SIDEWALK PER CITY OF TUKWILA STDS / 56753'23'E 1291.5V (NEED WSTANCE PER O1* 127/257) VICINITY MAP NOT TO SCALE PROJECT DESCRIPTION: CONSTRUCT AN APR0%MA110.9 6.815 -50115E -FOOT ALIf0011 BUILDING Of 11ASCRRY CONSTRUCTER NEW ASP6U&7 PARING LOT RITI7 IAIDYIPE PU77105. ORNiWA0 140061CATORS ALONG TLAIWXA &0001710Nµ BOLIVAR), AND ASSOCIATED UTILITY A61861A106. SITE AND DEVELOPMENT DATA: 1. ZONING: NDE: 10212.001000 COMMERCIAL CENTER 2. SITE ADDRESS: 14625 TUKIAA N1ERNAT NAL BOULEVARD 3 APIA ,: 097000-0065-06 4.50E AREA: OSTUR0ED 50E AREA • 30.492(0) 5005E FEET: 0.7 ACRE TOTAL SITE ARU • 74.155 SOWS FEE1; 1.78 ACRE 5. EVADING SEAS PROPOSED AUITOZ07E 9111E • 6.615 scow 7EET E10TN0 APPLIANCE STORE - 3.400 SPARE FEET E561070 ROAR - 2.300 5005E FEET 10TH COWARD& 0170.0770 AREA PROPOSED - 12.515 SWARF FEET & PARING CALCULATIONS n COSMO ARRODNA7E&V FIVE IlMIAO® SPACES L. WORM AU7020NE 6.815 SPARE FEET (REIN - imam 25/1.000 (Of) - WARM 17 APPWNCE STORE 3.466 50WRE FEET (REIN - WORN 23/1.000 .60) - UMBRA 6 REIN 2.300 5045E FM (REIN - MNNVY 2.5/1.000 MSP) - I(NMUM 5 TOTAL PARKING (MOORED - 65016N 30 4. PROPOSED:. TOTAL STALLS PROPOSED - 32 STALLS °BEN510N& 91AN05D51 0.NHNN SMOCKS: FRONT: 12 FEET REAR 10 FEET 10E• 10 FEET 6. MAX BA01K' 1EGN1: 35 FEET &1175001 LANDSV966 RE0UNED: STREET 7RORTAGE5, 5-0007 RARER ALONG wE0RATON1. BOULEVARD *OMR LANDSCAPE AREA: 7 56601E FEET OF (AIDSGAPE AREA REAMED PER STALL ALL PARING ARIAS WU. NAVE A PERKIER LANDSCAPE 51RP A IMAM O7 2 FEET WOE AND AN AVERAGE OF 5 FEET WIDE UTILITY PROVIDERS: WATER: KLM. COUNTY WATER 06T. 125 (206) 242-9547 SEWER VALLEY VIEW SEWER ENSW0CT (206) 242-3236 STORM: CITY OF TUKWRA (206) 433-0179 GAR84CE/RECYCLKk:: AWED WASTE SERVICES (800) 322-8709 PROM: CENTURY LINK (866) 642-0444 CABLE: COMCAST/KFNIIY (800) 934-6489 POWER SEATTLE CITY U6R (206) 684-3000 GAS: PSE (888) 215-5773 1J3 --0-05`a PRELIMINARY SITE PLAN 8 AUTOZONE 414181 LL AUTOZONE 2/4/2014 i 1 1 1*6 P E 7 t Y 2 0. n Z 067000 n Q I I 31n LO (7 ( Z 1n I a 0)1 :\16000s\ 16440\preliminary \ 16440—PS.dwg Dote/Time:2/4/20 1'=30' 0 15 30 60 MINIMUM STORM STRUCTURE SCHEDULE CB 1, TYPE 1 SOLID COVER SADDLE EX 12" RIM = 320.5 ± MATCH EX GRADE 1E=319.10 (8' W) CB 2, TYPE 1, W/SOLID COVER RIM = 324.17 10=319.22 (8' 0) 10=319.22 (8" N) CB 3. TYPE 1, W/SOLID COVER RIM = 323.42 10=320.0 (8" 5) CB 3.1, TYPE 2, 48' W/SOLID COVER RIM = 333.0 ± MATCH EX GRD. IE= 322.5 (6" PERE) CB 4, TYPE 1, W/STD GRATE RIM = 325.75 IE=322.50 (8" N) CB4.1, TYPE 1. W/SOLID COVER RIM = 324.7 10=321.48 (6" 5) I0=321.48 (6" SW) CB 4.2, TYPE 1. W/BEEHIVE GRATE 611.1 = 324.5 IE=322.00 (6" 5) CB 5, TYPE 1, W/STD GRATE RIM = 324,82 10=321.11 (6" 110) IE=321.11 (8' W) CB 6, TYPE 1, W/STANDARD GRATE RIM = 324.75 10=320.92 (6" N) 10=320.92 (8" S) CB 6.1, TYPE 1, W/BEEHIVE GRATE RIM = 323.50 I0=321.50 (6" S) CB 6.2, TYPE 1, W/SOLID COVER RIM = 325.10 10=320.23 (8" W) 10=320.23 (8" SE) EX CB. CONNECT TO INLET DAYLITE FORCE MAIN RIM = 325.40 10=322,00 (3" SW) OFILTER VAULT OUTLET. RIM = 325.27 10=314.00 (8" 5) FROP t OUTLET CONTROL RISER SEE DETAIL 10=317.00 (8" 0) Oq PUMP BASIN, 60" MANHOLE RIM = 325.41 10=313.95 (8" N) 10=308.00 (3" NE) VAULT INLETS (ALL) 10=315.50 (8' NE) r \\\\1\\\k 7 III 77777 NEW GRAVEL TURN AROUND PRELIMINARY GRADING AND STORM DRAINAGE PLAN A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. CITY OF ' UKWILA, KING COUNTY, WASHINGTON UPSTREAM TRIBUTARY BYPASS AND WALL DRAIN. WASHED ROCK GRAVEL TO SURFACE WITH 6" PERF. PIPE 1W=332.8 8 iW=332.8 8W=323.5 TW=324.5 TO BUILDING FOOTING DRAIN 1W=335.0 SOLO "587"48'51' _ 91..42 / .`TWA335.2 /"T -SDC 55 2' DS i. PROPOSED / / O OY�/ TW=3A�.7 3<25.8 / 2 - I'7 CB 31 29 in \ a" / �� /))) TW.325.5 ` (1 '01" PERFORATED i€DDTING DRATr I 1'ER IIGEOTECHNICALI REPOT' I _1 CB 1 J 44 EX. DRIVEWAYTO BE / )24///°°NED) 71.1 STORM DRAIN PIPE TABLE START STRUCTURE ENDING STURTURE PIPE DIA. LENGTH SLOPE MATER AL INVERT IN: INVERT OUT: CB 1 CB 2 8" 24 LF -0.507. CPEP SD 319.10 319.22 _ CB 2 CB 3 8" 16 LF 1.00% CPEP SD 319.22 319.38 CB 4 VAULT 8" 40 IF 1.005 CPEP SD 322.50 322.10 C8 4.1 CB 5 6" 37 LF 1,005 Ductile Iron SD 321.48 321.11 CB 4.2 CB 4.1 6' 52 LF 1.005 Ductile Iron SD 322.00 321.48 CB 5 VAULT INLET A 8" 4 LF 1.007. CPEP SD 321.11 321.07 CB 6 VAULT 8" 9 LF 1.005 CPEP 5D 320.92 320.83 CB 6.1 CB 6 6" 58 LF 1.00% CPEP SD 321.50 320.92 CB 6.2 VAULT INLET B 8" 14 LF 367. SD 320,23 315.30 FILTER VAULT OUTLET PUMP BASIN 8- 5 LF 1.005 CPEP SD 314.00 313,95 OUTLET CONTROL FILTER VAULT INLET 8' 6 LF 2.005 CPEP SD 317.00 316,87 PUMP BASIN EX CB 3" 72 LF N/A POLY CL 120 308.00 322.00 335 330 325 PR( -T--- - -_-- ' LISTING-GROUND'O SECTION �- -- i 13 FOO T..HIGH WAI"" PROPOSED -BUILDING FF=325.9 {. . _ - _..-___.._ +- PROPOSED RAIN 11 CARDEN A - TOP 3260 __. �M�5 TTO'23 P_OSE]-GROUND 0:SECTION - 320 0}50 1+00 RAIN GARDEN 1 SECTION 1"=30' HORIZ 1"=5' VERT 2+00 335 330 325 320 2+50 X. BLDG'S (TO REMAIN) OUTLET CONTROL 'FILTER VAULT OUTLET, II'1° I -. - rA-' --!,_38.5 i;Tzs= (Y O" PRE CATCH X. DRIVEWAY � I fi/ jrulataLseri. TIN ;L ) REMOVE ANIS REPLACE EXISTING DRIVEWAY AS NECESSARY TO MATCH NEW V CONCRETE DRIVEWAY p .. ' CH G_.. - L ---'---=----------- -----------.i' r S8753'23'E 12, (FIELD DISTANCE PER BLt bfSwsa LEGEND PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT EXISTING CONCRETE CURB NEW CONCRETE CURB NEW CONC. 5WALE EX. 11/0 POWER EX. TELEPHONE EXISTING STORM PIPE EXISTING SANITARY SEWER PIPE EXISTING WATER UNE PROPOSED SANITARY SEWER PROPOSED SEWER MANHOLE PROPOSED STORM DRAINAGE PROPOSED TYPE IL CATCH BASIN PROPOSED TYPE 2-48" CATCH BASIN 18. °I P(PM) SD SS W • EXISTING GROUND CONTOUR PROPOSED GROUND CONTOUR PROPOSED FINISHED GRADE SPOT ELEVATION PROPOSED FINISHED TOP OF WALL SPOT ELEVATION PAVEMENT SWALE MEET & MATCH EXISTING SURFACE DRAINAGE DIRECTION • • 400.0__ 400.5 -TW= 338.2 ME GRADING NOTES: 1 ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO START OF CONSTRUCTION. 2. ALL SPOT ELEVATIONS ARE TO TOP OF FINISH SURFACE UNLESS NOTED OTHERWISE. KEYNOTE CALLOUTS 0 20'092'8 121) STORM DRAINAGE VAULT GROSS INSIDE DIMENSION CONBINED STORM DETENTION AND WEIVAULT O CONTECT FILTER MEDIA CARTRIDGES O RAIN CARDEN - AREA 1 = 640 50. FT. AREA 2 : 430 50. FT. p STORM WATER PUMP BASI9 CONCRETE SIDEWALK 6" WRAPPED PERFORATED FOOTING DRAIN. CONNECT TO STORM RETAINING WALL W/ PROTECTIVE RAIL. SEE STRUCTURAL TYPICAL RAIN GARDEN SECTION NOT TO SCALE 330 325 EXISTING PROPOI 320 WALL WHERE SROM PER PLAN - SEE STRUCTURAL RECEIVED FEB 04 201';. (' IIVI•1.:.. ,, /JP (Ji) Tv ., - PROPOSED -GARDEN: 70P=324.5 -BOjT°M=3235 _RAN ---.- _-_ ___ _- - PROPOSED BUILDING FF=3258""-- :ROUND -0 SECTION �� EO GROUND 0 SECTION FA F-1 __ N oo N 0}50 1+00 RAIN GARDEN 1 SECTION 1"=30' HORIZ 1"=5' VERT 2+00 335 330 325 320 2+50 X. BLDG'S (TO REMAIN) OUTLET CONTROL 'FILTER VAULT OUTLET, II'1° I -. - rA-' --!,_38.5 i;Tzs= (Y O" PRE CATCH X. DRIVEWAY � I fi/ jrulataLseri. TIN ;L ) REMOVE ANIS REPLACE EXISTING DRIVEWAY AS NECESSARY TO MATCH NEW V CONCRETE DRIVEWAY p .. ' CH G_.. - L ---'---=----------- -----------.i' r S8753'23'E 12, (FIELD DISTANCE PER BLt bfSwsa LEGEND PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT EXISTING CONCRETE CURB NEW CONCRETE CURB NEW CONC. 5WALE EX. 11/0 POWER EX. TELEPHONE EXISTING STORM PIPE EXISTING SANITARY SEWER PIPE EXISTING WATER UNE PROPOSED SANITARY SEWER PROPOSED SEWER MANHOLE PROPOSED STORM DRAINAGE PROPOSED TYPE IL CATCH BASIN PROPOSED TYPE 2-48" CATCH BASIN 18. °I P(PM) SD SS W • EXISTING GROUND CONTOUR PROPOSED GROUND CONTOUR PROPOSED FINISHED GRADE SPOT ELEVATION PROPOSED FINISHED TOP OF WALL SPOT ELEVATION PAVEMENT SWALE MEET & MATCH EXISTING SURFACE DRAINAGE DIRECTION • • 400.0__ 400.5 -TW= 338.2 ME GRADING NOTES: 1 ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO START OF CONSTRUCTION. 2. ALL SPOT ELEVATIONS ARE TO TOP OF FINISH SURFACE UNLESS NOTED OTHERWISE. KEYNOTE CALLOUTS 0 20'092'8 121) STORM DRAINAGE VAULT GROSS INSIDE DIMENSION CONBINED STORM DETENTION AND WEIVAULT O CONTECT FILTER MEDIA CARTRIDGES O RAIN CARDEN - AREA 1 = 640 50. FT. AREA 2 : 430 50. FT. p STORM WATER PUMP BASI9 CONCRETE SIDEWALK 6" WRAPPED PERFORATED FOOTING DRAIN. CONNECT TO STORM RETAINING WALL W/ PROTECTIVE RAIL. SEE STRUCTURAL TYPICAL RAIN GARDEN SECTION NOT TO SCALE 330 325 EXISTING PROPOI 320 WALL WHERE SROM PER PLAN - SEE STRUCTURAL RECEIVED FEB 04 201';. (' IIVI•1.:.. ,, /JP (Ji) Tv 0-50 1+00 RAIN GARDEN 2 SECTION 1"=30' NOM 1"=5' VERT 2+00 330 320 2+50 JGH 1 REVISED PER CITY REVIEW C Z .04 Z • El • wa Eta O Z >- cc c Z 2 • O J W co 0 AUTOZONE 14181 AUTOZONE 2/4/2014 o O N rn 8 01 Dole/ime:2/4/2014 1 ., - PROPOSED -GARDEN: 70P=324.5 -BOjT°M=3235 _RAN ---.- _-_ ___ _- - PROPOSED BUILDING FF=3258""-- :ROUND -0 SECTION �� EO GROUND 0 SECTION FA F-1 0-50 1+00 RAIN GARDEN 2 SECTION 1"=30' NOM 1"=5' VERT 2+00 330 320 2+50 JGH 1 REVISED PER CITY REVIEW C Z .04 Z • El • wa Eta O Z >- cc c Z 2 • O J W co 0 AUTOZONE 14181 AUTOZONE 2/4/2014 o O N rn 8 01 Dole/ime:2/4/2014 1 1-30' 0 15 30 60 PRELIMINARY EROSION AND SEDIMENTATION CONTROL PLAN A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON SEDIMENT TRAP (TYP.) 7. CLEARING LIMITS (TYP.) SEDIMENT TRAP (TYP.) !EX. BLDG 1 I (TO 8E !REMOVED) / `PRQ,OSED BUILDING / .OUTLINET ,11 \ /\ LE__ 'L)/ 11 1'r E%� BLDG' -7 • y1 Yo{,H' �(TO BE REMOV€D)I \31-rni Ex. DRIVEWAY (TO BE ABANDONED) DITCR CONSTRUCTION SEQUENCE 1. PRIOR TO CONSTRUCTION, OBTAIN ALL APPLICABLE DEMOUTION AND CONSTRUCTION PERMITS. 2. SCHEDULE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF TUKWILA INSPECTOR. GREG VILLANUEVA (206) 433-0179. 3. FLAG ALL CLEARING AND GRADING LIMITS FOR PROJECT AS SHOWN ON THE PLANS. 4. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN ON PLANS. 5. INSTALL TEMPORARY FILTER FABR15 FENCE A5 SHOWN ON PLANS. 6. INSTALL TEMPORARY CATCH BASIN 19111 PROTECTION AS SHOWN ON PLANS. 7. A TIME LIMIT APPLIES TO ANY WORK PERFORMED IN THE CITY OF TUKWILA R.O.W. CONTRACTOR TO COORDINATE WITH CITY OFFICIAL FOR TIMING OF ANY CONSTRUCTION WITHIN R.O.W. 8. PROTECT ALL PROPERTIES ADJACENT TO THE PROJECT FROM SEDIMENT DEPOSITION. 9. NO RUNOFF IS TO LEAVE SITE WITHOUT TREATMENT. 10. CLEAR AND GRADE SITE AND AMEND E.S.C. FACILITIES AS REQUIRED. 11. WHEREVER CONSTRUCTION VEHICLES ACCESS ROUTE CROSSES PAVED ROADS, CARE MUST BE MAKE TO MINIMIZE T15 TRANSPORT OF SEDIMENT (MUD) ONTO THE PAVED ROAD. IF SED1MENT 15 TRANSPORTED ONTO PAVED SURFACE. THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. 12. ALL DISTURBED MEAS WHICH HAVE BEEN EFFECTED BY GRADING OPERATION SHALL BE HYDROSEEDED UPON COMPLETION OF GRADING ACTIVITIES AND IN ACCORDANCE WITH GRADING AND TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES. 13. CONTINUOUS MAINTENANCE AND UPGRADE OF T.E.S.C. MEASURES. INCLUDING DUST CONTROL SHALL BE PROVIDED AFTER RLL OPERATIONS ARE COMPLETED. 14. MAINTAIN ES.C. FACILITIES UNTIL ALL RISK OF EROSION/SEDIMENTATION DRAINAGE HAS PASSED AND PERMANENT STORM DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT -LADEN WATER INTO STORM DRAINAGE SYSTEM. TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES CAN BE REMOVED ONLY UPON FINAL SITE STABILIZATION AND APPROVAL FROM THE CRY. a CLFARIN ROW X. DRIVEWAY (TO REMAIN) 1— LEGEND TEMP. CONSTRUCTION ENTRANCE MIRAFI FILTER FENCE CLEARING ULOTS BYPASS INTERCEPTOR DITCH WITH ROCK CHECK DAMS TYPE II CATCH BASIN TYPE 1 CATCH BASIN STORM DRAINAGE UNE SPOT 01EVATIONS STORM DRAIN INLET PROTECTION E%. BLOCS (TO REMAIN) —G G w , 0 1 - INSTALL 15'4100' TEMPORARY ROCK CONSTRUCTION ENTRANCE PER DETAIL SHEET C5. / y 4,4 —•--- NOT TO SCALE •�r:rrr:r:r:s��:r 1. Size the 8alew Inlet Grate Device (8100) for the storm water structure A will service. 2. The 81GD shall have a built-in high-flow relief system (mallow bypass). 3. The retrieval system must Mew removal of the BIOS without spilling Me collected material. 4. Perform maintenance in accordance with StandeN Specification 801.3(15). STORM DRAIN INLET PROTECTION WSDOT STD. PLAN I-40.20-00 NOT TO SCALE SerS3'23'E 4234.51' (HELD DISTANCE PER 844 199/25)) G/3 ad So RECEIVED FEB 04 2O1' COT1/1M(JI-1I 1 DEVELOPMEN F .4 5 JGH I REVISED PER CITY PRELIMINARY EROSION AND AND SEDIMENTATION CONTROL PLAN AUTOZONE 4#4181 AUTOZONE 2/4/2014 95 ' E 3 95 S 2 N w 00.1 CV OD Z 0r t0 m CV < 1 I CV CV r N LA CO Z N N 21 E 95 e:2/3/2014 10 ttj File:P:\16000s\164 EX. BLOCS (TO REMAIN) X BLDGS (TO REMAIN) PRELIMINARY WATER AND SANITARY SEWER PLAN A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON 587;53'237E .,177.01' )L �J J 11.26TI . 1:E 587_'48'5 91,42' lo. 7I EX WATER SERVICE TO BE DEMOLISHED/ABANDONED AS PER DISTRICT REOUIREMENTS \TAS S/O RECONSTRUCT EXISTING SANITARY SIDE SEWER SERVICE AS NEEDED FOR NEW' CONSTRUCTION. INSTALL / CARRIER PIPE UNDER WALL SERVICE PROPOSED FIRE S� CE - TO l�C BBUILDINGSPRIN(CLER // PROPoSEG DOMESTIC WATER pp EX FO2EY HYDRANT TO BE Y TED FODS PE DRIVEWAY CORD PROP6SR SE14S_ SEWERSANITARY4S1 R S(60CE 6' -ft% / k// / /s\ � �� % �� Row / / (MED D8A53CE'23'PEER i2A99 /757) 413 -CO5d RECEIVED FEB 04 251'i corvimul)l ( T DEVELOPMEN F REVISED PER CITY REVIEW COMNENTS 1/9/2014 LTI 8 Y 8 PRELIMINARY WATER AND AND SANITARY SEWER PLAN AUTOZONE 114181 AUTOZONE 2/4/2014 rn 0 PRIOR 57 STARTING CONSTRUCTION. CONTACT ONE -CALL (1-800-424-5555) FOR URLITT LOCATIONS. CONTACTS PROJECT MANAGER: JASON HUBBELL 425-251-6222 DESIGN ENGINEER: KAREN HARRIS 425-251-6222 OWNER: XXXX00000XXXXXXXX%IIXX GENERAL. 1. LOCATIONS SHOWN FOR EXISTING uTIUTIES ARE APPROXIMATE. 2. AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK, NOTIFY THE UTILITIES INSPECTOR AT 206-433-0179. 3. REOUEST A PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS IN ADVANCE BY CALLING 206-433-0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY. AND DAIAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS. THE APPROVED PUNS. AND CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDEUNES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REWIRE PRE -APPROVAL FROM THE OWNER, THE ENGINEER. AND THE CRY OF TUKWILA. 7. ALL METHODS AND MATERIALS SHALL MEET CRY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION 5TANDAR05. UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON-SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL 10. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAIAD 1988. HORIZONTAL DATUM SHALL 8E WASHINGTON STATE (GRID) COORDINATES. NORTH ZONE. USING NAD 83/91 SURVEY CONTROL MD TIED TO ANY TWO CITY OF TUKWILA HORIZONTAL CONTROL MONUMENTS. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE. THE PERMITTEE SHALL PROVIDE CONVERSION CALCULATIONS TO NOVO 1929. 12. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 13. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS-OF-WAY. EASEMENTS, AND ACCESS TRACTS. WATER SUPPLY NOTES 1. THE CONTRACTOR SHALL INSTALL CORPORATE STOPS, WATER SERVICE LINES. AND METERS. THE CITY OF TUKWILA WILL INSTALL THE METERS. 2. PRESSURE TEST ALL WATER T AIN5 AND APPURTENANCES. 3. FLUSH AND DISINFECT NEW, CLEANED. OR REPAIRED WATER MAINS. 4. INSTALL RESTRAINED JOINTS AT ALL BENDS. TEES AND OTHER DIRECTION CHANGES. 5. ALL WATER MAINS SHALL RAVE A BLOW -OFF ASSEMBLY AT LOW POINT AND AN AIR VACUUM RELIEF VALVE AT HIGH POINT OF MAIN. 6. INSTALL FIRE HYDRANT ASSEMBLY SO 11 STANDS PLUMB AND 50 THAT THE LOWEST OUTLET 15 AT 18" ABOVE THE FINISHED GRADE. THE ASSEMBLY SHALL HAVE A CLEAR ZONE AROUND HYDRANT OF AT LEAST 36" AND THE PUMPER PORT SHALL FACE STREET OR FIRE ACCESS. 7. THE INSTALLER OF A FIRE LME BACKFLOW PREVENTION DEVICE INSTALLED OUTSIDE THE BUILDING AND UNDERGROUND, SHALL HAVE A LEVEL 111 CERTIFICATE OF COMPETENCY OR A LEVEL U CONTRACTOR'S CERTIFICATE OF COUPETENCY. IF THE INSTALLER 5 DIFFERENT FROM THE BACHELOR PREVENTION DESIGNER. THE INSTALLER MUST STAMP, SIGN. AND DATE THE PLANS. IN ADDITION TO THE DESIGNER'S STAMP. SIGNATURE. AND DATE. 8. INSTALL WATER MAINS CROSSING SEWER LINES SO THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. LOCATE FULL SECTION OF WATER PIPE SO THAT ITS MIDPOINT 15 ABOVE THE SEWER PIPE AT THE CROSSING. THIS INSTALLATION MAY REQUIRE SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPE. 9. INSTALL WATER SUPPLY UNES AT LEAST 10 FEET HORIZONTALLY, MEASURED EDGE TO EDGE, FROM ANY EXSTNG OR PROPOSED SEWER AND AT LEAST 18 INCHES ABOVE THE T0P OF A SEWER. CONSTRUCTION NOTES 1. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS. SPECIFICATIONS, AND ASSOCIATED PERMITS ON THE .10B SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE. AND LOCAL LAWS. PERMITTEE SHALL APPLY FOR A RE015109 FOR ANT WORK NOT ACCORDING TO THE APPROVED PLANS. 2. PERMITTEE/CONTRACTOR SHALL ARRANGE A PRECONSTRUCTION CONFERENCE WITH THE CITY'S INSPECTOR(S) PRIOR TO BEGINNING AMY WORK. 3. WORK IN ROADWAYS A ALL WORK 1N ROADWAYS SHALL MEET NC 11 AND THE FOLLOWING: B. PRIOR TO ANY ACTMTY IN CITY RIGHT-OF-WAY, THE PERMITTEE SHALL PROVIDE THE CITY A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL. THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION, ADDRESS AND DESCRIPTION OF TRAFFIC FLOW DURING THE WORK AND SHALL MEET MUTCD REQUIREMENTS. C. ALL WORK REQUIRING LANE CLOSURES MUST 8E BY PERMIT ONLY. FROM THE THIRD THURSDAY IN NOVEMBER TO THE FOLLOWING JANUARY 2ND, 114E DIRECTOR DOES 1407 ALLOW LANE CLOSURES IN THE TUKWILA URBAN CENTER. D. FIRE, PEDESTRIAN AND 0061CUTA11 ACCESS TO BUILDINGS SHALL BE MAINTAINED AT ALL TIMES, EXCEPT WHEN PERMITTEE HAS PERMISSION FROM THE BUILDING OWNER AND THE DIRECTOR TO CLOSE AN ACCESS. E. ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING STREET SWEEPERS. USE OF WATER TRUCKS FOR CLEANING ROADWAYS REQUIRES PREAPPROVAL FROM THE DIRECTOR. F. INSTALL STEEL PLATES OVER ANY TRENCH, AT ANY TIME WORK IS STOPPED AND THE TRENCH 15 LEFT OPEN. CONSTRUCTION NOTES AND DETAILS FILTER 1. THE TFABRIC FENCEER FABRIC SHALL BE INSTALLATION ED IN A CONTiNUOuS ROLL_ CTHE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY. FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST. WITH A MINIMUM 6-1NCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON WORK N RIGHT-OF-WAY 1. WHEN ACTMTY 15 UNATTENDED. INSTALL A SIGN WITH 1.91411.109 TWO-INCH LETTERS STATING PERMITTEE OR COMPANY NAME, AND DAY AND EVENING PHONE NUMBERS. RMC 11.08.140 2. INSTALL BARRICADES. SIGNS, WARNING LIGHTS. AND SAFETY DEVICES SUFFICIENT TO NOTIFY PUBLIC OF OBSTRUCTION OR TRAFFIC HAZARD. DEVICES MUST REMAIN UNTIL THE OBSTRUCTION 5 CLEARED AND THE RIGHT-OF-WAY IS RESTORED. TMC 11.08.170A 3. MAINTAIN ACCESS TO FRE STATIONS. FIRE HYDRANTS, FIRE ESCAPES. ANO VIRE FIGHTING EQUIPMENT. TMC 11.08.180 4. MAINTAIN ACCESS TO PROPERTY ADJOINING EXCAVATION OR SITE WORK. 5. PRESERVE AND PROTECT ALL PROPERTY ADJOINING EXCAVATION OR SITE WORK. 6. RESTORE DISTURBANCE TO PRIVATE AND PUBL1C PROPERTY. TMC 11.08.220.D 7. DISTURBANCE OF SURVEY MONUMENTS AND MARKERS REQUIRES THE DIRECTOR'S PREAPPROVAL A LICENSED SURVEYOR SHALL REPLACE DISTURBED MONUMENTS AND MARKERS. 8. COMPLY WITH ALL STATE AND CITY LAWS AND PROCEDURES TO PROTECT PUBLIC FROM AIR, WATER AND NOISE PO1101109. TMC 11.08.210 9. INSTALL TEMPORARY SIDEWALK OR CURB RAMP IF PERMANENT 15 BLOCKED. TMC 11.08.220 10. COVER OPEN EXCAVATION WITH NON-SKID STEEL PLATES RAMPED TO ELEVATION OF CONTIOUOUS RIGHT OF WAY SURFACE. TMC 11.08.220 11. ALL STOCKPILE MATERIAL SHALL BE STORED IN A SAFE MANNER TO PROTECT THE PUBLIC. PAVEMENT RESTORATION 1. COMPACT BACKFILL TO COMPACTION OF UNDISTURBED GROUND OR COMPACT BACKFILL TO MEET CITY STANDARDS. 2. RESTORE PAVEMENT TO ITS ORIGINAL CONDITION IMMEDIATELY FOLLOWING BACKFILLING OR WHEN CONCRETE 15 CURED. A. EXCEPT FOR WINTER OR OTHER WEATHER CONDITIONS WHICH PREVENT PAVING. COMPLETE PAVING. RESURFACING, OR FACILITY REPLACEMENT: - ON PRINCIPAL ARTERIAL, MAJOR OR COLLECTOR STREET WITHIN 3 CALENDAR DAYS. - ON OTHER STREETS WITHIN 7 CALENDAR DAYS B. FOR WORK PREVENTED DUE TO WEATHER: - PROVIDE A TEMPORARY PATCH. - PROVIDE A CONSTRUCTION SCHEDULE ADDRESSING MEANS AND METHODS TO MINIMAE TRAFFIC DISRUPTION ANO TO COMPLETE WORK AS OUICKLY AS POSSIBLE. STOFIM DRAINAGE NOTES 1. ALL METHODS AND MATERIALS SHALL MEET CRY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION 5TANDARDS, AND THE CURRENT KING COUNTY SURFACE WATER DESIGN MANUAL, UNLESS OTHERWISE APPROVED. 2. MARK ALL STORM DRAIN INLETS WITH DUMP NO WASTE- AND EITHER -DRAINS TO STREAMS", DRAINS TO WETLANDS", OR DRAWS TO GROUNDWATER", A5 APPLICABLE. 3. DRIVEWAY CULVERTS SHALL 8E OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH THE SIDE SLOPE. UTILITY NOTES 1. ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4 -FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET WSHA REQUIREMENTS. 2. POWER, CABLE, FIBER OPTICS, AND TELEPHONE ONES SHALL BE IN A TRENCH WITH A 5' MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 3. ADJUST ALL MANHOLES, CATCH BASINS. AND VALVES IN PUBLIC RIGHTS-OF-WAY OR EASEMENTS AFTER ASPHALT PAVING. NOTES: 1. CONTRACTORS RESPONSIBILITY FOR MAINTAINING & CLEANING THE APPROACH ON A REGULAR BASIS. 2. IF DIRECTED BY THE COUNTY ADDITIONAL OUARRY SPALLS MUST BE ADDED. 3. THE CONSTRUCTION APPROACH MUST BE LOCATED AT THE PERMANENT APPROACH LOCATION. CRY OF TUKWILA SANITARY SEWER GENERAL NOTES 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE "STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION." WASHINGTON STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBLIC WORKS ASSOCIATION, WASHINGTON STATE CHAPTER, 1994 EDITION. TOGETHER WITH THE LATEST EDITION OF THE CITY OF TUKWILA ENGINEERING STANDARDS. 2. AN APPROVED COPY OF THESE PLANS MUST 8E ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 3. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION ACTMTY IN CITY RIGHT-OF-WAY. 4. PRIOR TO ANY CONSTRUCTION ACTMTY, THE CITY OF TUKWRA ENGINEERING DEPARTMENT (433-1850) MUST BE CONTACTED FOR A PRECONSTRUCTION MEETING. 5. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD TF 112608E 8E CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. R 15 THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AV010 ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT THE UTILITIES UNDERGROUND LOCATION SERVICE (1-800-422-5555) PRIOR TO CONSTRUCTION. THE OWNER OR HIS REPRESENTATIVE SHALL BE IMMEDIATELY CONTACTED IF A UTILITY CONFLICT EXISTS. 6. THE SANITARY SEWER SYSTEM SHALL DE CONSTRUCTED ACCORDING TO THE APPROVED PUNS WHICH ARE ON FILE IN THE CITY OF TUKWILA ENGINEERING DEPARTMENT. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE PROPER AGENCY. 7. ALL NEW SANITARY SEWER LINES SHALL BE SEALED OFF AT THE EXISTING TRUNK CONNECTION POINT UNTIL ALL UPSTREAM CONSTRUCTION 5 COMPLETED, CLEANED. TESTED. TAMPED, AND ACCEPTED BY THE 8. MANHOLES AND LIDS: A ALL TYPE 1 - 48-1NCH MANHOLES SHALL BE CONSTRUCTED PER WSDOT/APWA STANDARD DETAIL 8-236, WITH ECCENTRIC CONES. 8. ALL MANHOLES SHALL HAVE A UINIMUM DROP OF 0.10 FEET BETWEEN INVERTS. C. ALL MANHOLES NOT 111 PAVED AREAS SHALL HAVE LOCKING LIDS. D. IT SHALL 8E THE RESPONSIBILITY OF THE CONTRACTOR TO ADJUST ALL MANHOLE TOPS TO MATCH FINAL ASPHALT ELEVATIONS AND GROUND ELEVATIONS IN LANDSCAPED AREAS. 9. SEWER PIPE, BEDDING, AND TRENCH COMPACTION: A ALL SEWER PIPE SHALL BE ONE OF THE FOLLOWING AS DESIGNATED: 1. P.V.C. CONFORMING TO A5.7.9. S-3034. SDR 35. 2. DUCTILE IRON, CUSS 50, CONFORMING TO A.W.WA C151. 3. PIPE MAY BE ANY OF THE ABOVE PROVIDED: A) PIPE JOINTS MUST BE OF THE SAME MATERIALS, AND B) WHERE A PIPE MATERIAL IS SPECIFICALLY SHOWN ON THE PLAN. THAT MATERIAL MUST 8E USED. 4. MINIMUM PIPE COVER AT MANHOLES SHALL BE 8.0 FEET AND 5.0 FEET BETWEEN RUNS. B. PIPE BEDDING SHALL BE A.P.WA TYPE "F" WITH MATERIAL CONFORMING TO SECTION 9-30.70(2). C. TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM 92% DRY OPTIMUM DENSITY PER AS.T.M D-1557-70 (MODIFIED PROCTOR) PRIOR TO TESTING SEWER LINES FOR ACCEPTANCE. 10. SIDE SEWER LATERALS: A SIDE SEWERS SHALL BE 6 -INCH MINIMUM DIAMETER AT 2.05 MINIMUM SLOPE. B. SIDE SEWERS SHALL BE TESTED FOR LEAKAGE AT THE SAME TIME THE MAIN LINE SEWER 5 TESTED. IF NOT TESTED TOGETHER. PROVIDE TEST TEES AT SEWER MAIN CONNECTIONS. C. BUILDINGS WITH GREATER THAN 10 UNIT SHALL BE SERVICED BY ONE OF THE FOLLOWING METHODS: 1. DOUBLE 6-1NCH DI6METER SERVICES CONNECTED TO TRUCK BY STANDARD TEES OR INTO MANHOLES. 2. SINGLE 8 -INCH DIAMETER SERVICE WITH CLEANOUT, CONNECTED TO TRUNK INTO MANHOLES ONLY. (ALTERNATE CONNECTION METHODS ARE DEPICTED ON PLANS). D. ALL LITERAL CONNECTIONS TO SEWER MAINS SHALL BE MADE WITH A WYE OR SWEEPING TEE. 11. CONSTRUCTION OF DEWATERING (GROUNDWATER) SYSTEM SHALL BE M ACCORDANCE WITH THE A.P.WA STANDARD SPECIFICATIONS. SECTION 61-3.02, 1981 EDITION. 12. WHENEVER SEWERS MUST CROSS UNDER WATER MAIN THE SEWER SHALL BE LAID AT SUCH AN ELEVATION THAT THE TOP OF THE SEWER UNE IS AT LEAST 36 INCHES BELOW THE BOTTOM ON THE WATER ANN. 13. BUILDINGS SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING UNE OF ANY SANITARY SEWER PIPE. 14. PRIOR TO OCCUPANCY, THE DEVELOPER SHALL GRANT 10' WIDE SANITARY SEWER EASEMENTS TO THE CITY OF TUKWNA 15. CLEANOUTS SHALL 8E PROVIDED AT THE RIGHT-OF-WAY LINE FOR LATERALS ENTERING THE P08LK: RIGHT-OF-WAY. fuf dRTi1Ft;? - _ - /°/ OF P'W.•••, 4"-6" QUARRY SPALLS R=25' MIN. 12" TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE GRADING AND EROSION CONTROL NOTES 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (ESC) MEASURES ON THE APPROVED PIANS ARE MINIMUM REQUIREMENTS 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABUSH THE CLEARING LIMITS, INSTALL CONSTRUCTION ENTRANCE. AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES. 3. BEFORE ANY GROUND DISTURBANCE OCCURS. ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (ESC) MUST BE CONSTRUCTED AND 114 OPERATION. INSTALL AND MAINTAIN ALL ESC MEASURES ACCORDING TO THE ESC PLAN. 4, 5. 6. ESC MEASURES, INCLUDING ALL PERIMETER CONTROL, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABUSHEO. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT YALL REMAIN UNWORKED FOR SEVEN OATS OR MORE. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES. THE CONTRACTOR SHALL: A PROTECT STOCKPILES AND STEEP WT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. 8. STOCKPILE. 014 SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. C. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). UULCH ALL SEEDED AREAS. 7. FAILURE TO LWNTAIN ESC MEASURES IN ACCORDANCE WITH THE APPROVED MAINTENANCE SCHEDULE MAY RESULT IN THE WORK BEING PERFORMED AT THE DIRECTION OF THE DIRECTOR AND ASSESSED AS A LIEN AGAINST THE PROPERTY WHERE SUCH FACILITIES ARE LOCATED. 8 DURING THE LIFE OF THE PROJECT, THE PERMITTEE SHALL MAINTAIN IN GOOD CONDITION AND PROMPTLY REPAIR, RESTORE, OR REPLACE ALL GRADE SURFACES; WALLS, DRAINS, DAMS, STRUCTURES, VEGETATION. EROSION AND SEDIMENT CONTROL MEASURES AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH APPROVED PLANS. 9. THE PERMITTEE SHALL MONITOR THE DOWNSTREAM DRAINAGE FEATURES. AND SHALL, WITH THE DIRECTOR'S APPROVAL, REMOVE ALL SEDIMENT DEPOSITION RESULTING FROM PROJECT -RELATED WORK. 10. ALL WORK PERFORMED SHALL BE PER APPROVED PUNS AND SPECIFICATIONS ONLY. THE PERMITTEE IS 8E0518E0 TO MAINTAIN A SET OF APPROVED PLANS AND SPECIFICATIONS AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL 8E PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE. A140 LOCAL LAWS. 11. AS THE FIRST ORDER OF BUSINESS. THE PERMITTEE SHALL INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES PER THE ESC AND SHALL INSTALL THE DOWNSTREAM TEMPORARY ESC MEASURES BEFORE ANY 511E DISTURBANCE OCCURS. BEFORE THE TEMPORARY MEASURES ARE REMOVED, INSTALL AND ESTAB0SH THE UPSTREAM PERMANENT ESC MEASURES. 12. THE PERMITTEE SHALL AT ALL TIMES PROTECT SENSRNE AREAS, THEIR BUFFERS, AND ADJACENT PRIVATE PROPERTIES AND PUBLIC RIGHTS-OF-WAY OR EASEMENTS FROM DAMAGE WRING GRADING OPERATIONS. THE PERMITTEE SHALL RESTORE, TO THE STANDARDS IN EFFECT AT THE 1I1.42 OF THE ISSUANCE OF THE PERMIT. SENSITIVE AREAS, THEIR BUFFERS, AND PUBLIC AND PRIVATE PROPERTIES AND IMPROVEMENTS DAMAGED BY THE PERMITTEE'S OPERATIONS. 13. PERMITTEE SHALL ARRANGE FOR AND COMPLY WITH THE FOLLOWING: A NOTIFY THE PUBLIC WORKS DEPARTMENT WITHIN 48 HOURS FOLLOWING INSTALLATION OF ESC MEASURES. B. OBTAIN PERMSSION IN WRITING FROM THE PUBL1C WORKS DEPARTMENT PRIOR TO MODIFW90 THE ESC PLAN. C. MAINTAIN ALL ROAD DRAINAGE SYSTEMS, STORM WATER DRAINAGE SYSTEMS, CONTROL MEASURES AND OTHER FACILITIES A5 IDENTIFIED IN THE ESC PLAN. D. REPAIR ANY SILTATION OR EROSION DAMAGES TO ADJOINING PROPERTIES AND DRAINAGE FACILITIES. E. INSPECT ACCORDING TO THE APPROVED ESC INSPECTION SCHEDULE AND MAKE NEEDED REPAIRS IMMEDIATELY. SWAT 00 56. E 0105E CHECK DAM SPACING 150' SR - 102 100' 1 102 50' 3' SWALE FLOWLINE 1.0' MIN. --1 I FLO ROCK CHECK DAM 0 5' MIN. KEY ROCK INTO 5943.E 0.25' (MIN.) BY/ALE X-9EC 29 AT 90G(CFECK DAM . • .ftp, KEY ROCK INTO SWALE MIN. 0.25' 5. 0.5'-1.0' HOCK DAM X-BEC1JON ROCK CHECK DAM DETAILS 2. THE FILTER FABRIC FENCE SHALL 8E INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8 INCHES WIDE AND 12 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO ALLOW THE FILTER FABRIC TO 8E BURIED. 4. WHEN STANDARD STRENGTH FILTER FABRIC 5 USED. A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN DORA STRENGTH FILTER FABRIC AND CLOSE POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. 11,1 SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE 5 APPLYING. 7. THE TRENCH SHALL BE BACKFILLED WITH 3/4 -INCH MINIMUM DIAMETER WASHED GRAVEL. 8. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 9. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY WRING PROLONGED RAINFALL ANY REOUIRED REPAIRS SHALL BE MADE IMUEDIATELY. 2"x2"x14 GA WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC IS USED FILTER FABRIC MATERIAL MIN. 4"x4" TRENCH BACKT1LL TRENCH WITH NATIVE SOIL OR 3/4" - 1.5 WASHED GRAVEL 2"x4" WOOD POSTS. STEEL FENCE POSTS, 608AR, OR EOUNALENT SUMP BEHIND ROCK CHECK DAM SHALL BE INSPECTED DAILY, AND CLEANED WHEN COLLECTED DEBRIS EXCEEDS 1/2 Of ITS DEPTH NOTE: ROCK SHALL BE 4" MINUS QUARRY ROCK. CROSS SECTION 7E- 2"x2'.414 GA. WIRE OR OUIVALENT, IF STANDARD RENGTH FABRIC IS USED JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTATCH FABRIC TO POST MIN. 4"x4" TRENCH 6' MAX (POST SPACING MAY BE INCREASED TO B' IF WIRE BACKING IS USED) 2"x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT FILTER FABRIC FENCES SHALL BE IN ALLED ALONG CONTOUR WHENEVER POSSIBLE FILTER FABRIC FENCE NOT TO SCALE TEMPORARY "V' DITCH I NOT TO SCALE L/I-0050 NOT TO SCALE 1' MIN 4' MIN 1' MIN OVERFLOW 3/4"-1 1/2' WASHED GRAVEL NOTE: TRAP MAY BE FORMED BY BERM OR BY PARTIAL EXCAVATION RIP RAP 2"-4" ROCK GEOTEKTILE CROSS SECTION 6 MIN DISCHARGE TO STABIUZED CONVEYANCE, OUTLET OR LEVEL SPREADER NATIVE SOIL OR COMPACTED BACKFILL 1' MIN DEPTH OVERFLOW SPILWAY CEOTEXTILE N 1' DEPTH 2"-4" ROCK MIN 1' DEPTH 3/4"-1.5" MAINTENANCE STANDARDS WASHED GRAVEL I. SEDIMENT SHALL BE REMOVED FROM THE TRAP WHEN IT REACHES 1 'FOOTr`IrN-D PTH E I V E D 2. ANY DAMAGE TO THE TRAP EMBANKMENTS OR SLOPES SHALL BE REPAIRED OVERFLOW SPILLWAY DETAIL r"::1 NOT TO SCALE COMM 4I1 49 u a 8 AUTOZONE *4181 LL AUTOZONE 2/4/2011 Y z S 6 0) 0 t iEVELOI3MENT Dale/Timet/4/2 STORM DETAILS - DETENTION VAULT AND PUMP CHAMBER PLAN AND SECTIONS A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON A 12" VENTILATION PIPE TYPICAL 4 PLACES CONTROL STRUCTURE ACCESS HATCH B4- 34' CELL 5'x10' GRATED ACCESS OPENING TYPICAL ACCESS MANHOL 5'x10GRATED ACCESS OPENING TYPICAL DETENTION STORAGE 8" IN ACCESS MANHOLE TYPICAL 4 PLACES 1840 5Q. FT. FLOOR AREA ACCESS MANHOLE Bt DETENTION VAULT PLAN SCALE: 1" 14 FT A FINISH 324.8 ELEVATION VAR ES = MIN; 326.90 MAXIMUM VAULT ACCESS LID PAVED PARKING SURFACE BOTTOM OF LID SOFFIT MAX WS EL= 23.05 TOP RISER =323.00 4" ELBOW AND RESTRICTOR PLATE WITH ORIFICE DIA= U" PIPE SUPPORTS: 3"x0.090 GAGE BOLTED OR IMBEDDED 2" IN WALL MAX. 3'-0" SPACING (MIN. -ONE' SUPPORT) CLEANOUT GATE: 8"010. SHEAR GATE UTLET STRUCTURE SUMP 4' X 18O1TOM ELEV MIN. 313.0 FLOW RESTRICTOR RISER EL 320.75 FIELD VERIFY LOCATION FOR ATTACHMENT OF SHEAR GATE HANDLE TO WALL ORA/Q10 CLEANOUT SHEARGATE HANDLETO BE HUNG FROM LADDER FOR EASIER ACCESS LADDER. PLAN VIEW RIM= 325.4 EXTEND TO EX. CATCH INLET ± MATCH FINISH GRADE CONDUIT SEAL OFF 12" MIN. IE=317.00 12" CMP STANDPIPE RESTRICTOR PLATE WITH ORIFICE DIAL = 1/2" NOT TO SCALE 10N -SHRINK GROUT TYP• LADDER PER SPECIFICATIONS .„„„, ' �� IE= 'ALARM' 308.0 (3" FORCE MAIN OUT) CHECK VALVE (2") '� 3"ER DSCIMRCE PIPE 14 -LINE — �' ..VEL SET 6" ABOVE 00L FLOAT _L_OS ROAT SWITCH ilk \ TYPE 2 54" MANHOLE WITH SOLID (WATER TIGHT) COVER MARKED STORM LOOPS ON UFTING CABLE 5' ON CENTER E. 13 PU 95 (8" 4) PON =3 3.75 5" PUMP OFF = 309.0 MINIMUM "OFF" LEVEL 12" DIAMETEF VENTILATION PIPE TYPICAL 24" DIAMETER -MANHOLE"AOCES TYPICAL APPROXIMATE FINISH GRADE OVER VAULT 5'x10' GRATED ACCESS OPENING TYPICAL 24" DIAMETER MANHOLE ACCESS TYPICAL MAX WATER SURFACE EL=323.05 REMOVABLE BAFFLE WALL. MATERIAL TO BE STAINLESS STEEL, FIBERGLASS REINFORCED PLASTIC. OR OTHER ACCEPTABLE MATERIAL APPROVED BY MAPLE 90811E5. 3OTTOM OF DETENTION/TOP OF WATER QUALITY EL=317.0 BOTTOM OF CELL 2 WATER QUALITY EL=314.0 DISCONNECT PUMP POWER SUPPLY 313.25 0.5% BOTTOM OF CELL WATER QUALITY 0L=313.0 SECTION A -A NOT TC SCALE 311.5 316. 9-\ MAX WATER SURFACE EL=323.05 BOTTOM OF DETENTION/TOP OF WATER QUALITY EL=317.0 6" MIN DEPTH SEDIMENT STORAGET TOP OF SEDIMENT E1=317 5P: <5 SECTION B -B NOT TO SCALE CONTROL & ALARM POWER SUPPLY (SINGLE PHASE ONLY) - NOTE:ALARM - CONTROL CIRCUIT • SHOULD- BE • SEPARATE FROM PUMP POWER (SINGLE PHASE ONLY) CONTROL CONDUIT AS PER ELECT CODE LIGHT ALARM SIMPIF]I.CONTROL.PANEL CONDUIT SEAL OFF 1. STRUCTURE SHALL BE PLACED ON A PREPARED SU8GRADE AS APPROVED 8Y A GEOTECHNICAL ENGINEER. CONTRACTOR SHALL PROVIDE ALL BALLAST. ANCHORS, SHORING AS NEEDED TO PREVENT EMPTY STRUCTURES FROM MOVING. 2. CONTRACTOR TO PROVIDE AND INSTALL ALL R5ER5. FRAMES. GRATES AND COVERS TO MATCH FINISH GRADE (FG) ELEVATORS FOR ALL NEW AND EXISTNG''MANHOI:ES AND BASINS. (TYPICAL) 3. SHORING AND DEWATERING OF EKCAVAT ORS LIKELY REQUIRED. CONTRACTOR SHALL INCLUDE ALL PROVISIONS FOR SHORING AND DEWATERING. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ELECTRICAL PERMITS AND EXTENDING ELECTRICAL POWER. 5. PUMP SHALL BE ALL INCLUSIVE SIMPLEX SYSTEM, AND TO INCLUDE EXTERNAL BELL AND UGHT ALARMS. COORDINATE LOCATION OF ALARMS AND CONTROL PANEL WITH FIELD ENGINEER. PUMP TO 8E HYDROMATIC SP 50 OR APPROVED EQUAL. 4 HP; 200 VOLT: 2" SOLIDS HANDLING CAPABIUTI'. PUMP ABLE TO PRODUCE 45 GPM 0 20 FEET HEAD. PLUMBING TO INCLUDE IN-LINE CHECK VALVE AND QUICK DISCONNECT COUPLE. INTRINSICALLY WIRED MERCURY FLOAT SWITCHES OR APPROVED EQUAL ALL AS WIRED PER STATE ELECTRICAL CODES. OPUMP CHAMBE 4 Nor r0 SCALE L/3 R AND PUMP DETAIL RECEIVED rr. CO MMUNI 1 r nEVt _LUT -Mi -)3T L PLAN AND SECTIONS 8 AUTOZONE #4181 AUTOZONE 2/4/2014 El '51 E g d u $ 8 La' S c5 U_ LO ' N J WI 1 Z < iw >N ero CV4I. Li L..1 <0N 03 i Z N SID N. ww I I r` < zg 304 n 5Z ^ W w CO Y .. ? U jtn 0' 0 o) U 0 1'-30' 0 15 30 60 EX. BLOCS (TO REMAIN) NEW GRAVEL TURN AROUND EX. BLOGS (TO REMAIN) PRELIMINARY VEHICLE MANEUVERING EXHIBIT A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON / / 7 3'23"E . 1 7.01' LOADING AREA 15.00 ff 6 F EX. OVERHEAD POWER 0 4.00 19.50 LEGEND PROPOSED CONCRETE PAVEMENT EXISTING CONCRETE CURB NEW CONCRETE CURB 53.00 3.00 43.50 0.00 Q ' O O WB -65 feet Troctor Width : 8.00 Lock to Lock Time Trailer Width 8.50 Steering Angle Tractor Trock :8.00 Articulating Angle Trailer Trock :8.50 6.0 : 28.4 70.0 L/3 -zX'5tl RECEIVED REBO 210 C( kjl `;:t III VI 1 LM (vli iJ 1 8 a PRELIMINARY VEHICLE MANEUVERING EXHIBIT AUTOZONE 4i4181 LL AUTOZONE 2/4/2014 1 5 R. 8 a O) U Date/Time.2/4/201 0 10 20 40 —C PRELIMINARY LANDSCAPE PLAN A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON // / x / / / / 1 -4 / /Y– ` / / 1 i I I Jij/"-•" Dx ./Cil1[t iC• tIE I 1') \\, / /';h / IL ■ 1 \ I / s 1 / ;'. / LIN 1/ / I. MIMIMIMIMIMIMIMIMIMIMIMIMIMIIMIMIMIMI.IMIMIMIMIMIMINIIMIalaTh IMIMI.IMIMIMIMIMIMIMIMIMIMI IINi In1mi1imi =1._, MIT Ilia 11111lel MI111111 1.1.1 11111MI1M1 N1 MaNI11 'S/1 IAN II 1 1 I• ,)•11•1 III MIMII_I,_ r 71 MII 1_I_U_IMI_I_I_ II 6• Ei O C 5g1 j ' 1t/ i //// x l:_o _` A/ / / ' ' /, CO I / / f 1, / % W 01 / / r = Y ,j J \ Q. i ► l 7/o // /; 2Q S81-775-3-4,7— HIS / 148th STREET LANDSCAPE PLANT MATERIAL LEGEND SYMBOL BOTANICAL / COMMON NAMES SIZE CONDRION SPACING QUANI. REMARKS 0 © r ' * 1 1 ear J 1 .1 /11111 • ® ® O // * O kw.IAAHONN e Q ® TREES: CALOCEDRUS DECURRENS / INCENSE CEDAR CORNUS KOUSA/ D OOD KOU54 DOGWOOD FRAXINUS PENNSYLVANICA 'PATMORE' / PATMOE ASH (RAIN GARDEN) PYRUS CALLERYANA 'CAPITAL' / CAR(SIw2T ITAL ORTREENAM) ENTAL PEAR 2E1I(0VA SERRATA 'GREEN VASE / GREEN VASE ZELL(OVA STREET TREE STREET TREE STREET TREE SHRUBS: BERGENIA CR/SSIFOW / WINNIA CRWING B / L., CISRIS PURPUREUS / ORCHID ROCKROSE CORNUS SERICEA 'KELSEY!' / DWARF DOGWOOD (RAIN GARDEN) CORNUS SERK;EA / 6E0-5060 00011000 (RAIN GARDEN) KNIPHOHA HYBRID 'SUNNINGDALE YELLOW / SUNNINGDALE YELLOW RED-HOT POKER LONICEA PILEATA / PRIVET HONEYSUCKLE CION GRAPEM / MYRICA CALIFORNICA / OREGON MYRTLE NANDINA OO8EsncA 'FRE POWER' / FRE POWER HEAVENLY BN/B00 5AUX PIRRPUNEA 'NANA' / DWARF ARCRC WILLOW (RNR GARDEN) VINES: PARTHENON 65CISSUS TRICUSPIDATA / BOSTO GROUNDCOVERS: ARCINNIKIPHYL05 WA-URSI / FINCK COTONFIS'TER DAHMERI 'KOGSHOLMER' / SKOGSHOUIEN smarty COTONEASTER FRA.GRARLA CMILDENSS / BEACH STRAWBERRY URIOPBIGEBLUESU Y NRF JUNCUS EFFUSUS / COMMON RUSH JUNCOS ENSFODUS / DACCERLEAf RUSH SCIRPUS At/CROWNS / SMALL -FRUITED BULRUSH (RAN GARDEN) 6' - 7' NT. B & B 1.75' CAL B & B 5 GALLON 2" CAL B & B 1.75" CAL B & 8 1.75' CA. B & B 1 GALLON 21' - 24" 1 GALLON 1 CAILON 1 GALLON 18' - 21" 21' - 24" 21" - 24' 16' - 21" 1 GALLON 1 GALLON 4' POT 1 GALLON 4' POT 4' POT PLUGS AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS 511085 2.5' 0.C. 4' O.C. 3.5' 0.C. 5' O.C. AS SHOWN AS SHOWN 5' 0.C. 5' 0.C. 2.5' 0.C. 4' 0.C. 10' 0.C. 12' O.C. 3' 0.C. 12' 0.C. 12' O.C. 10" 0.C. 5 2 6 1 7 1 1 1 23 26 15 13 54 30 50 15 20 12 23 As REVD A5 REVD AS RE D AS EVD AS REO'D I ; i 1. 1"4 °a ,s .043".5 `wti %' .,,a «4' va i.'•k.••:`•`• ° r:oti::.:` ? y), :°#?: + ` %Y:o : g ti` t ° 8 euzne ae e P 147M 10 `T._J. 60 6 l Jl ( +. ewcel QL! LIS 0ul al4 6 p ° s"• 1 I 18 - °. la= I li x15.001 Ade 2 c gI_ 541 S t': : ..IS014D9aA l I ) VICINITY MAP ® NOT TO SCALE LANDSCAPE PLANT MATERIAL LEGEND SYMBOL BOTANICAL / COMMON NAMES SIZE CONDRION SPACING QUANI. REMARKS 0 © r ' * 1 1 ear J 1 .1 /11111 • ® ® O // * O kw.IAAHONN e Q ® TREES: CALOCEDRUS DECURRENS / INCENSE CEDAR CORNUS KOUSA/ D OOD KOU54 DOGWOOD FRAXINUS PENNSYLVANICA 'PATMORE' / PATMOE ASH (RAIN GARDEN) PYRUS CALLERYANA 'CAPITAL' / CAR(SIw2T ITAL ORTREENAM) ENTAL PEAR 2E1I(0VA SERRATA 'GREEN VASE / GREEN VASE ZELL(OVA STREET TREE STREET TREE STREET TREE SHRUBS: BERGENIA CR/SSIFOW / WINNIA CRWING B / L., CISRIS PURPUREUS / ORCHID ROCKROSE CORNUS SERICEA 'KELSEY!' / DWARF DOGWOOD (RAIN GARDEN) CORNUS SERK;EA / 6E0-5060 00011000 (RAIN GARDEN) KNIPHOHA HYBRID 'SUNNINGDALE YELLOW / SUNNINGDALE YELLOW RED-HOT POKER LONICEA PILEATA / PRIVET HONEYSUCKLE CION GRAPEM / MYRICA CALIFORNICA / OREGON MYRTLE NANDINA OO8EsncA 'FRE POWER' / FRE POWER HEAVENLY BN/B00 5AUX PIRRPUNEA 'NANA' / DWARF ARCRC WILLOW (RNR GARDEN) VINES: PARTHENON 65CISSUS TRICUSPIDATA / BOSTO GROUNDCOVERS: ARCINNIKIPHYL05 WA-URSI / FINCK COTONFIS'TER DAHMERI 'KOGSHOLMER' / SKOGSHOUIEN smarty COTONEASTER FRA.GRARLA CMILDENSS / BEACH STRAWBERRY URIOPBIGEBLUESU Y NRF JUNCUS EFFUSUS / COMMON RUSH JUNCOS ENSFODUS / DACCERLEAf RUSH SCIRPUS At/CROWNS / SMALL -FRUITED BULRUSH (RAN GARDEN) 6' - 7' NT. B & B 1.75' CAL B & B 5 GALLON 2" CAL B & B 1.75" CAL B & 8 1.75' CA. B & B 1 GALLON 21' - 24" 1 GALLON 1 CAILON 1 GALLON 18' - 21" 21' - 24" 21" - 24' 16' - 21" 1 GALLON 1 GALLON 4' POT 1 GALLON 4' POT 4' POT PLUGS AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS SHOWN AS 511085 2.5' 0.C. 4' O.C. 3.5' 0.C. 5' O.C. AS SHOWN AS SHOWN 5' 0.C. 5' 0.C. 2.5' 0.C. 4' 0.C. 10' 0.C. 12' O.C. 3' 0.C. 12' 0.C. 12' O.C. 10" 0.C. 5 2 6 1 7 1 1 1 23 26 15 13 54 30 50 15 20 12 23 As REVD A5 REVD AS RE D AS EVD AS REO'D jjj/jjjA 1. 1"4 °a ,s .043".5 `wti %' .,,a «4' va i.'•k.••:`•`• ° r:oti::.:` ? y), :°#?: + ` %Y:o : g ti` t ;//f!f/lfJj Z:.,...y"+ ' a "r T I•. VV c:w1' am d ,1 3.. '. -- k y: 'OG +`v" 51;, STAE & GW ONE GROWING SEASON; NURSERY GROWN, UN -CUT LEADER STAKE & GUY ONE GROWING SEASON; NURSERY GROWN, LOW BRANCHED STAKE & GUY ONE GROWING SEASON; NURSERY CROWN, UN -CUT LEADER STAKE & GW ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE. BRANCHED AT 6' STAKE & GW ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE BRANCHED AT 6' MATCH SPECIES OF EXISTING STREET TEES. STAKE & GUY ONE GROWING SEASON; NURSERY GROWN FOR STREET TREE USE, BRANCHED AT 6' TO REMAN, SAVE, AND PROTECT TO 8E REMOVED FULL FULL AND BUSHY, HARDENED GROWTH FULL AND BUSHY FULL AND BUSHY L/3 FULLS FULL AND BUSHY FULL AND BUSHY, 3 CANES MINIMUM FULL AND BUSH' FULL AND BUSHY, 3 CINES MINIMUM FULL AND BUSHY FULL. LEAN STAKE ON WALL HOLD 16' FROM BORDERS, SHRUBS, AND TREES HOLD 16" FROM BORDERS HOLD 14" FROM BORDERS, SHRUBS, AND TREES 14010 10' FROM BORDERS, SHRUBS, AND TREES THROUGHOUT BOTTOM Of RAIN GARDEN, N RANDOM GROUPING OF 4 TO 5 PLANTS RECEIVED FEB 04 2.51k C(/(/1111L)1 v, ( I-VI-LUTAMf. l31 ca a PRELIMINARY LANDSCAPE PLAN AUTOZONE *4181 co F Q Ocr' O J se 14) 4 4 Og 6E U5 STATE OF WASHING REGIS LANDSCAP GWECT ARMOR M!SEFDFL CERTFICAyE N0. 706 (VAUD ONLY WITH SIGNATURE) EXPIRES: 12/15/14 8 g $ T N J 0 Dale/Time2/4/2014 :P:\16000A16440\Prel'aninary\t 64 PRELIMINARY LANDSCAPE NOTES AND DETAILS A PORTION OF THE SW 1/4 OF THE SE 1/4 OF SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. CITY OF TUKWILA, KING COUNTY, WASHINGTON LANDSCAPE PLANTING NOTES AND MATERIALS BCOPE OF WOR( FURNISH ALL MATERIALS, LABOR. EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH TOPSOIL, TREATMENT AND PREPARATION OF SOIL. FINISH GRADING. PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTILIZER, STAKING, MULCH, CLEAN-UP, DEBRIS REMOVAL, AND 90 -DAY MAINTENANCE. QUALIFICATIONS: LANDSCAPE CONTRACTOR TO BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK AND HAVE A MINIMUM OF FIVE (5) YEAR'S EXPERIENCE INSTALLING SIMILAR WORK. CONTRACTOR TO BE LICENSED TO PERFORM THE WORK SPECIFIED WITHIN THE PRESIDING JURISDICTION. JOB CONDITIONS: IT IS THE CONTRACTOR'S RESPONSIBILITY TO RENEW THE SITE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISH GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. PROTECTION: SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTIL OTHER CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. IF AN IRRIGATION SYSTEM IS TO BE INSTALLED DO NOT PLANT UNTIL THE SYSTEM HAS BEEN INSTALLED. TESTED, AND APPROVED BY THE OWNER. HANDLE PLANTS WITH CARE - DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST TO THE OWNER. REPAIR OF EXISTING PLANTINGS: DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH, RE-ESTABLISHING FINISH GRADE AND RE -MULCHING TO SPECIFIED DEPTH. REPAIR OF IRRIGATION SYSTEM: DURING THE COURSE OF WORK, REPAIR ANY DAMAGE TO THE IRRIGATION SYSTEM TO MATCH CONDITIONS PRIOR TO THE DAMAGE. GUARANTEE: GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. 90 -DAY MAINTENANCE: CONTRACTOR TO PROVIDE OWNER WITH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BID TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. WORK TO INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE. MATERIALS: PLANT MATERIALS: PLANT MATERIALS TO BE GRADE NO. 1. SIZED IN ACCORDANCE WITH (MN) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1-1996). PRUNE PLANTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION 8Y THE LANDSCAPE ARCHITECT. "B & 8" INDICATES BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER: "BR" INDICATES BARE ROOT; "CAL" INDICATES CALIPER AT 6" ABOVE SOIL UNE: "GAL" INDICATES GALLON. A) SPECIFIED PLANT CANOPY SIZE 0 CALIPERI MINIMUM S THE ACCEPTABLECONTAINER OR BALL 512E ANTOBED ESTABLISHES MINIMUM PLANT CONDITION TO BE PROVIDED. B) QUALITY: PLANT MATERIAL TO COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION, PLANTS TO BE FULLY LIVE, VIGOROUS, WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS TO BE SOLID AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESICCATION. PLANTS DETERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY, HAVE MULTIPLE LEADERS OR 'Y" CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SIZE OR ANSI STANDARDS WILL BE REJECTED. PLANT MATERIAL TO BE FROM A SINGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID. NURSERY SOURCES TO BE THOSE LOCATED IN THE SAME REGION AS THE JOB SITE. C) SUBSTITUTION: NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMITTED UNLESS WRITTEN EVIDENCE IS SUBMITTED TO THE OWNER FROM TWO QUALIFIED PLANT BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMITTED TO BE IN WRITING FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, TO BE FURNISHED. SUBSTITUTIONS MAY REQUIRE SUBMITTAL TO REVISED LANDSCAPE PLAN TO CITY FOR APPROVAL. SOIL PREPARATION: TOPSOIL AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PLANS. SOIL AMENDMENTS AND FERTIUZER NOTED BELOW ARE TO BE USED FOR BID PRICE BASIS ONLY. SPECIFIC AMENDMENTS AND FERTILIZERS WILL BE MADE AFTER SOIL SAMPLES ARE LABORATORY TESTED BY THE CONTRACTOR. PROVIDE CHANGE ORDER FOR ADDITIONAL OR REDUCTION OF MATERIALS REQUIRED OR NOT REQUIRED BY THE SOILS REPORT. SOIL FERTILITY AND AGRICULTURAL SUITABILITY ANALYSIS: AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR TO OBTAIN TWO REPRESENTATIVE SOIL SAMPLES, FROM LOCATIONS AS DIRECTED BY THE LANDSCAPE ARCHITECT, TO NORTHERN LIGHTS ANALYTICAL & CONSULTING INC. RAVENSDALE WA, TEL. 253-653-5770 OR, EQUIVALENT TESTING LABORATORY, FOR TEST #A05-2. SUBMIT RESULTS TO LANDSCAPE ARCHITECT FOR REVIEW. TESTS TO INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, FERTILIZER, CONDITIONERS, APPLICATION RATES, AND POST -CONSTRUCTION MAINTENANCE PROGRAM. TESTS TO BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR. A) TOPSOIL: CONTRACTOR IS RESPONSIBLE FOR SUPPLYING ALL TOPSOIL AND FOR DETERMINING THE VOLUME OF TOPSOIL REQUIRED PER THE INFORMATION ON PLANS AND NOTED HERE -IN. CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL RESUUTNG FROM CONTAMINATED OFF SITE SOURCES. B) TOPSOIL TO CONSIST OF WINTER MIX AS PRODUCED AND REMIXED BY PACIFIC TOPSOILS, INC. WINTER MIX TO CONSIST OF 1/3 BY VOLUME SANDY LOAM, 1/3 BY VOLUME COMPOSTED GARDEN MULCH. AND 1/3 BY VOLUME COARSE WASHED SAND OR EQUIVALENT. AT MINIMUM, TOPSOIL PRODUCTS BROUGHT ON SITE TO CONTAIN AMENDMENTS AS USTED IN "C". C) TOPSOIL TO INCLUDE THE FOLLOWING AMENDMENTS AS NECESSARY: THE FOLLOWING AMOUNT PER 1,000 SQUARE FEET: 1. 6 -CUBIC YARDS ORGANIC COMPOST. COMPOST TO BE FREE OR NON-FARM ANIMAL SOURCES, NOR TO BE FROM SOURCES CONTAINING REDWOOD OF CEDAR PRODUCTS. 2. 30 -POUNDS NITROFORM (38-0-0) 3. 5 -POUNDS AMMONIUM SULFATE 4, 40 -POUNDS CALCIUM CARBONATE LIMESTONE 5. 40 -POUNDS DOLOMITE LIMESTONE 6. 5-OUNES BORON (AS BORAX) ALL AMENDMENTS TO BE THOROUGHLY MIXED PRIOR TO INCORPORATION INTO TOPSOIL. 0) PLANTING BACKFILL FOR ALL TREES, SHRUBS, AND GROUNDCOVERS: 1. 0.6 -CUBIC YARDS PER VOLUME TOPSOIL 2. 0.4 -CUBIC YARDS ORGANIC COMPOST. 3. 3 -POUNDS NITROFORM (38-0-0) 4. 1 -POUNDS AMMONIUM SULFATE 5. 2 -POUNDS CALCIUM CARBONATE LIMESTONE 6. 2 -POUNDS DOLOMITE UMESTONE E) TOPSOIL PREPARATION AND INSTALLATION: 1. VERIFY SUBGRADES TO -7 INCHES IN LANDSCAPE AREAS AND -18/24 INCHES IN PARKING LOT ISLANDS BELOW FINISH ELEVATION, OR AS INDICATED ON PLANS. THIS ACCOMMODATES, TOPSOIL AMENDMENTS, AND MULCH. 2. ERADICATE ANY SURFACE VEGETATION ROOTED IN THE SUB -GRADE PRIOR TO SUB -GRADE PREPARATION. 3. THOROUGHLY SCARIFY AND RIP ALL LANDSCAPE SUB -GRADES WHICH HAVE BECOME COMPACTED TO A DEPTH OF 12 INCHES WITH MULTIPLE PASSES, 90 DEGREES TO EACH OTHER. SCARIFY AREAS INACCESSIBLE TO MECHANIZED EQUIPMENT AND AROUND EXISTING PLANTINGS NOTED TO REMAIN WITH HAND TOOLS. 4. REMOVE SOIL LUMPS, ROCK, VEGETATION AND/OR DEBRIS LARGER THAN 2 INCHES FROM ALL SUB -GRADE PRIOR TO PLACEMENT OF SPECIFIED TOPSOIL 5. REMOVE ANY ASPHALT EXTENDING BEYOND 6 INCHES FROM CURBS INTO ADJACENT LANDSCAPE AREAS. 6. PARKING LOT PLANTER ISLANDS TO BE OVER EXCAVATED BY BACKHOE. REMOVE PAVING WASTE, GRAVEL BASE MATERIAL AND UNDERLYING SUBSOIL TO 18 INCHES BELOW TOP OF PAVING. SCARIFY AND OVER EXCAVATE PLANT PIT BOTTOM 12 INCHES TO MINIMIZE STRUCTURAL COMPACTION. F) TOPSOIL PLACEMENT: 1. PROVIDE A TOTAL FINISH COURSE OF 4 INCHES OF 'TOPSOIL FOR LANDSCAPE AREAS AND 18/24 INCHES IN PARKING LOT ISLANDS. 2. IN ALL LANDSCAPE AREAS, PLACE 2 INCHES (6 INCHES IN PARKING LOT ISLANDS) OF TOPSOIL MIX WITH AMENDMENTS OVER THE PREPARED SUB -GRADE AND THOROUGHLY ROTOTILL WITH MULTIPLE PASSES INTO THE TOP 6 INCHES OF SUB -GRADE FOR A TOTAL DEPTH OF 8 INCHES IN LANDSCAPE AREAS (12 INCHES IN PARKING LOT ISLANDS). PLACE AN ADDITIONAL 2 INCH LIFT OF TOPSOIL, IN ALL LANDSCAPE AREAS AND A MINIMUM 12 INCH UFT IN ALL PARKING LOT ISLANDS, FOR THE FINAL TOPSOIL DEPTH OF 4 INCHES IN LANDSCAPE AREAS AND 18/24 INCHES IN PARKING LOT ISLANDS. 3. PLACE ADDITIONAL TOPSOIL AND SOIL MIX AS REQUIRED TO MEET FINISH ELEVATIONS. BARK MULCH (TOPDRESSING): ONE -HALF-INCH (1/2") SIZE, TO ONE-QUARTER (1/4"), I.E., "FINE," HEMLOCK/FIR BARK. STAKES: 2 -INCH DIAMETER BY 8 -FOOT MINIMUM LODGEPOLE PINE STAKES. GUY MATERIAL: 1 -INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DIAMETER RUBBER. NO WIRE. HERBICIDE: HERBICIDE 15 NOT RECOMMENDED FOR THE FIRST YEAR AFTER INSTALLATION. AMI -DESICCANT: "WILT -PROOF" 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGHSEPTEMBER. ED TE SE THOROUGHLY PT ROOT WATER PLANTS PRIOR I STADELIVERY. PLANT MATERIAL DELIVERED TO SITE TO BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION. EXECUTION: FINISH GRADES: FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER 2 INCHES DIAMETER FROM TOP SURFACE OF PREPARED LANDSCAPE AREAS. FINISH ELEVATIONS TO BE DEFINED AS 3 INCHES BELOW CURBS, WALKS ANO/OR OTHER ADJACENT HARDSCAPE FOR ALL PLANTING BED AREAS. FINISH GRADE REFER TO GRADES PRIOR TO INSTALLATION OF MULCH OR LAWN. ALL FINISH GRADES TO BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDINGS AND STRUCTURES. SITE CIVIL DRAWINGS IDENTIFY FINAL ELEVATIONS. TREES AND SHRUBS: ARRANGE TREES AND SHRUBS ON SITE 114 PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PIT, PLANT AND STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES, SHRUBS, AND SUPPORTS TO STAND VERTICAL. BACKFILL SHALL BE PIT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL COMPACTION. GROUNDCOVERS: EXCAVATE PITS TO A MINIMUM OF 3 INCHES BELOW. AND TWICE THE ROOT BALL DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE, AS DETAILED. MULCH: MULCH ALL LANDSCAPE AREAS. APPLY SUFFICIENT QUANTITY TO PROVIDE A 2 -INCH DEPTH. UTILITY CLEARANCES: FIELD ADJUST PLANT LOCATIONS FOR 8 -FOOT SEPARATION OF TREES/SHRUBS AND 2 -FOOT SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. PLANTING MAINTENANCE: CONTRACTOR TO MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTIL ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE TO INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS. RESETTING PLANTS TO PROPER GRADES OR POSITION, AND RE-ESTABLISHING SETTLED GRADES. HERBICIDE IS NOT RECOMMENDED FOR ONE YEAR FOLLOWING LANDSCAPE INSTALLATION. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY. IRRIGATION MAINTENANCE: THE IRRIGATION SYSTEM TO BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED WATER DISTRIBUTION AND PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE REPLACED AND/OR CORRECTED. PLANTING AND IRRIGATION MAINTENANCE TO INCLUDE THOSE OPERATIONS NECESSARY TO THE PROPER GROWTH AND SURVIVAL OF ALL PLANT MATERIALS. CONTRACTOR TO PROVIDE THIS WORK IN ADDITION TO SPECIFIC WARRANTY/GUARANTEES. (2) LODGEPOLE STAKES; TIE AT APPROX. 1/3 TO 1/2 HEIGHT OF TREE WITH FLEXIBLE RUBBER TIE IN FIGURE EIGHT PATTERN. STAKES AND TREE PLUMB 3" DEEP SAUCER FOR WATER 2" DEEP MULCH LAYER REMOVE ALL TIES, WRAP & CONTAINERS. FREE PERIMETER ROOTS FROM NURSERY BALL EXCAVATE TREE PIT AT A MIN. OF 2 TIMES DIA. OF ROOTBALL AT BALL CENTER. TAPERING PR GRADE TO FINISH GRADE PIT SPOILS. NURSERY BALL WASTE BACKFILL SET BALL ON UNDISTURBED SUBGRADE, OR COMPACTED SOIL. 1:11.11!11T,f, 1 111 111,,,11 NOTE: LIGHT FERTILIZER OVER PLANTING BED AFTER RACKFT1 1 ONLY; NO FERTILIZER IN PLANTING PIT. WORK PERIMETER ROOTS FREE OF NURSERY BALL. BALL & PIT TO BE COURSELY SCARIFIED. EVERGREEN TREE PLANTING/STAKING DETAIL NOT TO SCALE PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED NOTE: KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES. HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISH GRADE. PROTECT TRUNK AND LIMBS FROM INJURY. BACKFILL TO BE SETTLED USING WATER ONLY - NO MECHANICAL COMPACTION. REMOVE ALL WRAP, TIES & CONTAINERS, REGARDLESS OF MATERIAL. (22)I(LODGEPOLE STAKES, P(LLyUSMB�EWITH N ELASTIC CHAIN- REMOVPAFTER ONEeGROWING SEASON FIGURE EIGHT; PROTECTIVE WRAPPING DURING SHIPMENT TO SITE AND INSTALLATION REMOVE AT COMPLETION OF PLANTING HOLD MULCH LAYER BACK FROM TRUNK 8" TO 10" FINISH GRADE ANDPMIIX SOILPLANTING O18'E OR E DEPTH OF AT ROOTBALL LAND E2 TIMES BALL DIAMETER SCORE R00TBALLP6615 V0(FK NORSERYFSOIL AWAY FROM PERIMETER ROOTS SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL PENETRATION TO SUBBASE (+) 24" DECIDUOUS TREE PLANTING/STAKING DETAIL NOT TO SCALE 2" MULCH LAYER FEATHER EXCESS SOIL UNDER MULCH 1" MULCH AT CROWN 1/2" ABOVE GRADE 1" ABOVE GRADE NOTE: REMOVE CONTAINER AND WORK ROOTS FREE OF SOIL BACKFILL TO BE SETTLED USING WATER ONLY. SEE PLANT LIST FOR PINIT SPACING. 6REPAR ' PLANTIN ( R.ANIED BEFORE MAJ]i) (pNAED EEFDB WADI ) GROUNDCOVER PLANTING DETAIL NOT TO SCALE MULCH AT CURB DETAIL 2" MULCH LAYER 1"O MAX. TOF OP OFMULCH CURB TTOP CURB NOT TO SCALE OVER ALL TOPSOIL DEPTH OF 3 FEET BERM HEIGHT 6" MIN. SOIL UNE. 3" IN MULCH. 1" IN LAWN SUBGRADE "W//ISS! 12" MAX. LIP TOPSOIL SETTLED (COMPACTED CONDITION) CURB 1-1/2" DRAIN AT LOW POINTS & 10' SPACING MAXIMUM REMOVE EXCESS GRAVEL AND PAVING COARSE TRANSITION FROM TOPSOIL TO SUBSOIL NOTE: OVER EXCAVATE PARKING LOT PLANTERS TO LOOSEN COMPACTED SUBBASE GRADING a PARKING LOT PLANTERS DETAIL - PAVING (SEE CML PLANS) NOT TO SCALE HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT LIST BED LINE EDGE CURB/WALK PLANT MATERIAL SPACING DETAIL NOT TO SCALE 413 A93d SPACING AS CALLED OUT ON PLAN/PLANT UST HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT UST NOTE: THIS SPACING APPLIES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. AUTOZONE 4#4181 Y Nirri N 03 142 RECEIVED ECEIVED FEB 04 2614 cO 1)IIIUIVI I DEVELOPMENT STATE OF WASH NGTO REGISTER LANDSCAPE A C MT FUME. 0. 70 EL CERTFlCATE O. 708 (VALID ONLY 1.112 SIGNATURE) EXPIRES: 12/15/14 E 1 H N J FIe:P:\16000s\16440\preliminary\16440-Ldwg Date/Time:2/4/2014 12:31 PM STATISTICS Deseep9on Symbol Avg Mao Min Max/Min Avg/Min .� 2.41c 4.8 fc 0.3 fc 16.0:1 8.0:1 0.0 0.a 0.0 0.0 0.0 0.1 0.1 \ \ 0.0 0.0 0.0 0.1 0.1 0.0 0.0 0.1 0.1 0.1 0. 0.0 0.0 0.1 0.1 0.2 0.3 \0.0 0.1 0.1 0.2 0.3 r 0.0 0.1 0.1 0.2 0.3 0 0.0 0.0 0 0.0 1 0.0 1 0.0 11.2 0.1 0.2 0.1 LUMINAIRE SCHEDULE Symbol Label Oty Catalog N O04019901 Lamp SINGLE O50 1 LED Sop 6 WALLPACK• W4IIPark DSXW1 LED 100 1000400T30 MVOLT File Lumens LLF Web SINGLE PARKING D5X1 LED Single P 2 LIGHT- D5X1 LED Light 60C 100040K T4M MVOLT SINGLE HEAD 1 PARKING LIGHT WMOUSE SIDE SHIELD -0001 LED 60C 1000406 TOM MVOLT HS DSX1 LED WITH HOUSE SIDE SHIELD Single Head Parting Light with House Side 511u14 EV041129 8AR 8' LED DOWNLIGHT, 3 120 4100K. 2900 LUMENS, STANDARD DISTRIBUTION WITH CLEAR SEMI SPECULAR REFLECTOR 0.0 0.1 0 0.6 3 0.2 5 0 40.3 8 r 0.3 CIIr 0.4 .0 2.6 3.2 3.0 3. 3.7 3.4 2.5 2.2 2.3 2.3 2.8 .4 1.8 2.2 2.4 2.8 3.7 1.3 1.6 2.0 2.3 2.9 0.0 0.1 0.3 0.6 0.0 0.1 0.3 0.6 0.0 0.1 0 • 1111 1 1" re !i Irtr 9'..11,1"11.1,1 lii I7 1111111111111111111111111111111 261 2.6 3.2 2.r. 2`9 2.4 1.9 1.4 1.2 1.0 0.1 0.1 0.2`x;4;', .; 0. -.;:.7.5 0.5 0 0.1 \ 0.2 0.2 0 0.1 0.1 0.1 0.1 0.1 0.1 0 0 0.0 ---q.1 0.1 0.1 0.1 0.0 1 11111111 \1IIII111� Mot st era y r wims Yet ..o....rrn. be 44. • aeV. meeeite 0 ..1rl...,.,.r04 '`ti`s .... d1:o�a..• ew4 r..w��eofe.ao .St♦eW, .o.n rmQ.eo; L 4,.:yay:...�r r...ecau �n....••w+ = �..�w.�w...A....w.. 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Light furfures and poles are furinished by AutoZone and installed by General Contractor Light pole base cover install over anchor bolts Light pole base plate WIS ®! ate - MI®; 11= I rtiv ='al =n= =11=1 Note: Rub conn base smooth NO SALE NOTE: This drawing represents the minimum foundation requirements; if more stringent drawing is shown in structural then it shall govern. 5 sq. steel pole bronze finish Note: Anchor bolts to be installed perpendicular to curb on single head poles. Rotate 45 degrees to diamond bolt pattern on dual head poles. 4 anchor bolts furnished by light pole manufacturer Levelling nut (4 locations) 3/4" chamfer Finish grade or top of paving, See site plan for location 24"die concrete base. Min. reinforcing 485 bars vert 8 7 #3 ties eq. space Electric conduit 28' TYPICAL SINGLE LIGHT POLE 6L 0 O U- M W W W LU NW L'^^ Z LZ C Zi - O D' N O ro_ � N G ch W Q :Li j11.` AutoZone STORE DEVELOPMENT PREPARED FOR: TUKWILA INTERNATIONAL BLVD. SCALE: 1" = 20' 0" REVISIONS 1. 2. 3. 4. 5. 6. 7. ARCHITECT: DRAFTSMAN: CHECKED BY: 11-14-13 PROTOTYPE SIZE 7N2R PH1 2a -The minimum 4 foot modulation is required for facades that are more than 100 feet in length, so this applies to north and south elevations. 2b- While you have positioned the building closer to the sidewalk than what was planned at the pre -application stage, there is still an opportunity to highlight the entrance element a little bit more. Therefore it is encouraged to wrap the corner treatment around the building. The perspective shows the corner with an awning and a modulation, but it is not clear how it is related to the floor plan that does not show any modulation. The floor plan and the perspective seem to be inconsistent. 2c -It will be hard to argue with the Board of Architectural Review that trellis elements are the only elements used in lieu of the modulation. Therefore it is suggested that additional modulation; articulation with materials/colors/texture; and landscaping be utilized. I'd be happy to discuss these with you over the phone if it helps. Minnie %Zax& DGuiiuuat Planning Supervisor' City of Tukwila 6300 Southcenter Blvd, Suite 100ITukwila, WA 98188 Ph. 206-431-3685 Minnie.DhaliwalPTukwilaWA.gov The City of choice, the community of opportunity From: Bramlitt, Mitch[mailto:mitch.bramlitt(aautozone.com] Sent: Monday, January 13, 2014 3:01 PM To: Minnie Dhaliwal Cc: Jason Hubbell (jhubbell@barghausen.com) Subject: FW: Autozone BCE #16440 Ms. Dhaliwal, I need a few clarifications if possible on the Comments received on Friday if possible to get me started on revising building elevations. Comment 2a —The design Manual is unclear on whether a 4' modulation is required on one elevation, 2 elevations or all elevations or how long the modulation Must be. We provided an area at the front entry which is modulated roughly 8' out from the building. Are additional 4' deep modulated areas required and where? Comment 2b — During our Pre -application meetings City staff encouraged us to enchroach into the building setback on the Tukwilla blvd. frontage so that the building Would provide a more pedestrian feel. We have pushed the building up to where the corner at the modulated entry area is only 2' from the front property line making it difficult To wrap that feature around the corner unless it is less than 2' in depth modulation. Comment 2c—The West and south elevation presently have 8" deep modulated areas. The North elevation has 4" deep modulated areas. The sidewalks, Parking stalls and drives are Already designed at the minimum requirements thus not allowing for any deep modulations or additional landscaping (per your comment #3 Landscaping at facades with no windows) and maintain accessibility requirements for pedestrians. Trellis elements could be added to these elevations. Thanks so much for your help and patience. 2 L 13 .-O05a Minnie Dhaliwal From: Bramlitt, Mitch <mitch.bramlitt@autozone.com> Sent: Monday, January 27, 2014 12:37 PM To: Minnie Dhaliwal Cc: Jason Hubbell (jhubbell@barghausen.com) Subject: RE: Autozone BCE #16440 Attachments: WA4181-PS1-01-27-14.pdf; WA4181-PS2-01-27-14.pdf Follow Up Flag: Follow up Flag Status: Flagged Ms. Dhaliwal, Please find attached some revised building elevations and floor plans. Due to the tight site constraints and topography that we are dealing with on this site providing a 4' deep modulation on the North side of the building is physically impossible and remain out of the required 10' landscape setback. I've shown the topography as it will exist on the north building And you will notice that a portion of the building will be below grade and serve as a retaining wall. With the landscaping to be provided and not much of this building Elevation will be visible. AutoZone hopes that the City will consider that we have provided a 4' deep modulation on the eastern (front elevation facing Tukwilla Blvd) and Have provided required modulation on the south elevation greater than 4'. I have highlighted those areas on the attached plans. We have added some additional architectural features around the building. I would appreciate it greatly if you could take a moment to review these black and white drawings before I spend the dollars to have rendered, and let me know If the city would entertain this possibility. We will take this revised footprint and develop the site and landscape plans accordingly to address your site and landscape Concerns if your comments are positive. Thank you for your time and patience Mitch Bramlitt AutoZone Development Corporation Mate ara 123 South Front Street Memphis, TN. 38103 901-495-8714 mitch.bramlitt@autozone.com From: Minnie Dhaliwal [mailto:Minnie.Dhaliwal@TukwilaWA.gov] Sent: Tuesday, January 14, 2014 7:02 PM To: Bramlitt, Mitch Cc: Jason Hubbell (jhubbell@barghausen.com) Subject: RE: Autozone BCE #16440 Mitch, Here is my response to your questions: 1 Mitch Bramlitt AutoZone Development Corporation 123 South Front Street Memphis, TN. 38103 901-495-8714 mitch.bramlitt@autozone.com From: Jason Hubbell f mailto:jhubbell@abarghausen.comj Sent: Monday, January 13, 2014 3:29 PM To: Bramlitt, Mitch Cc: File Subject: FW: Autozone BCE #16440 Mitch, Once you have had a chance to review these comments let's talk about how and when we need to get them addressed and back to the city. If you notice she has scheduled us for a hearing on February 27th at 6:30 PM and it is important that we attend that meeting. I am available for the next couple of hours today and then in the morning until 10 so hopefully we can talk between now and then otherwise I am traveling on business and may be difficult to connect with through Wednesday. Thanks From: Minnie Dhaliwal [mailto:Minnie.Dhaliwal@@TukwilaWA.gov] Sent: Friday, January 10, 2014 5:10 PM To: Jason Hubbell Subject: Autozone Jason, Sorry I did not get this to you earlier today. The comment letter is attached. Also, attached is the handout on public notice sign specifications and the information that needs to be put on the board is noted below: Project Name: Autozone File Number : L13-0050 and E13-0018 Site address: 14625 Tukwila International Blvd Type of Action : Design Review and State Environmental Policy Act (SEPA) Review Applicant: Barghausen Engineers Let us talk on Monday about the schedule. Minnie /( ie V a&iwa2 Planning Supervisor 1 City of Tukwila 3 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 Ph. 206-431-3685 Minnie.Dhaliwal(c@TukwilaWA.gov The City of choice, the community of opportunity 4 24'-8' -z• 21'6. 19'B 4'4 4 L L1 16'6. 24'6- 1 1,_1J_1_1 1 1 1 Im 1 I T ss 54. LOADING 3,. TP 19'4• 1_1 1 I n I I I I 1111 1111 N .5 SALES AREA ►c -r 3' MANAGER 1 tci 1-1 IAT14 N 22'-12. 10'6' 14'.4 15.2 2r -r 9 9 114' 5'4 J L FLOOR PLAN — � Stale: 1/6--V-0- 0 ROOF DRAINS TYP. ROOF HATCH OPENING O HVAC UNITS SCREENED BY PARAPETS ROOF PLAN Scale: 1/e" -Y -o" AWNING 1�= AWNING z CO z O AutoZone Store No. 4181 m 01 1— 01-26-14 7N2 -R PS1 1 EAST ELEVATION — FRONT SIDE Scale' I/s'-I'-ob a e 2 NORTH ELEVATION — RIGHT SIDE Scale: I/e"=i'-op T11uH rLaaR, 3 WEST ELEVATION — REAR Score. ,/e"=I-oO e a_.. -_ 4 SOUTH ELEVATION — LEFT SIDE Scale: 1/e'=,' -o0 a e is 2 O O 0 0 14 16 7 18 19 0 23 CORNICE WITH STUCCO FINISH COLOR: STUCCO FINISH - COLOR: ❑I STUCCO FN1511 - COLOR: g STUCCO FINISH - COLOR STUCCO FINISH - COLOR: PROJECTED ACCENTS WITH STUCCO FINISH - COLOR: AWMINUM STOREFRONT - RED KYNAR FINISH GLASS AND AW MINUM DOORS - CLEAR ANODIZED FINISH WALL MOUNTED UGHT FIXTURE PAINT HOLLOW METAL DOOR(5)11 FRAMES COLOR TOILET WALL VENTS PAINT TO MATCH WALL WA31 SIGN - 42' CHANNEL ORS. (*02070NE ONLY) 1' VGROOVE SCORE JOINT PIPE GUARD - W1TN RED PLASTIC SLEEVE MECHANICAL UNITS SCREENED BY PARAPETS METAL AWNING COLOR: SPLITFACE BLOCK PAINT COLOR: 5PUTFACE BLOCK PAINT COLOR: SMOOTHFACE BLOCK PAINT COLOR THINBRICK VENEER DO NOT PAINT OVERHEAD DOOR PAINT ANGLES 5W 2088 DECORATIVE METAL ACCENT. COLOR LINE OF TOP OF BUILDING RETAINING WALL PT. RETAINING WALL TO MATCH BUILDING PAINT SCHEME. 0818011101 VENEER SOLDIER COURSE Y.' BLACK OPAQUE GLAZING ALUMINUM STOREFRONT - RED KYNAR FINISH 1 I ELEVATION KEY NOTES NOTE: PAINT COLORS BY ICI PAINTS I - SHERWIN W1 W AM516091 REUABE WHITE -SHERWIN WIWAMS 86086 SAND DUNE 11 -SHERWIN WIWAM516088 NUTHATCH ®-SHERWIN WIWAM516083 SABLE 2 I COLOR SCHEDULE A 1,1,4= I � GLOSS BLAC STUCCO TEXTURED COVER . COLOR SW B088 TO MATCH BUILDING. HOLD COVER 1- OFF FINISHED GRADE. FINISHED GRADE FRONT ELEVATION 3 I MONUMENT SIGN AutoZone Store No. 4181 co co a, 01 04 2 H 01-26-14 7N2 -R PS2 &HAL Q- i� S 4• ra TO: Minnie Dhaliwal • CIVIL ENGINEERING, LAND PLANNING, SURVEYING LETTER OF TRANSMITTAL DATE: February 12, 2014 SENT VIA: Courier Delivery City of Tukwila — Department of Community Development PHONE NO.: 6300 Southcenter Boulevard, Suite 100 OUR JOB: 16440 Tukwila, WA 98188 RE: AutoZone Store No. 4181 SEPA (L13-0018) and Design Review (L13-0050) (do Quantity Date Description 12 sets Project Plans for the Public Hearing 1 CD Containing PDF Copy of the Project Plans In accordance with your email dated February 11, 2014, enclosed are the specific plan sheets that you requested for the AutoZone project Public Hearing and a CD containing a PDF copy of the plans. Please let me know if you have any questions or need anything else for the Hearing. Thank you. cc: Mitch Bramlitt, AutoZone, Inc. Signed: ason Hubbell, P. Senior Project Engineer 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 (425) 251-8782 FAX BRANCH OFFICES • TUMWATER, WA • LONG BEACH, CA • WALNUT CREEK, CA • SAN DIEGO, CA www.barghausen.com 16440t.009.doc SITE ADDRESS 14639 PACFTC NORWAY SOUTH TLUKYAIA WASHINGTON 42465 TM PARCEL NUMBER W.000D665m 20H640 NCC-NEKMORN00D COM).ERCNL CENTER WITH 45 FEET WILDING HEIGHT KM MUM OFF-STREET PARKING MO UMBER T IS 2.5 PER 1,000 POUNCE FEET OF USABLE 44.004 AREA MINIMUM 2 OEM AGENCY: CRY OF T 0790 CRY CLERKS OFFICE D W EOUIIICENTER BOULEVARD TIKYIILA WASHINGTON !165 (2W143Y16W FLOOD MAR LOCATED N 2ONE X' AIA LS 0UTSOE S]0 YEAR FLOOORMI PER FLOOD NSJRAME PATE IMP NUMBER SI1333COSCOF. GATED IMT 1619Y& AREA TOTAL ORE AREA IS 74.156.53 SOUARE FEET OR 1.1024 ACRES, MORE OR LESS. MET10D OF SURVEY. INSTRUMENTATION FOR THIS SURVEY WAS A LEIGA TOTAL STATION UHT. PROCEDURES USED N THIS SURVEY WERE DIRECT MO REVERSE ANGLES, NO CORRECTION NECESSARY. MEETS WASHINGTON STATE STANDARDS SET EY WAC 192-1300110. LTSMEO PROVIDERS OMSAOFMECTCLE ALLJED WASTE SERWCF3 600-30-0200 WATER KING COUNTY WATER DISTRICT 125 200242. 247 SEWER VALLEY VIEW SEWER DISTRICT 203-242-3233 STORM CRY OF TILWILA 2054130179 PHONE 0WESTOEMWYLJNL1100442-0444 CAL%P CO/WASTE MITT 5004.344419 POAER SEATTLE CT' LIGHT 0016-SO30 GAS PUGET SOUND ENERGY 145-22S-6/73 UNDERGROUND UTUTEO S 146TH ST BURIED UTSJTIE0 SHOWN BASED ON RECORDS FURMSIFD EY OTHERS AND VE0200 WHERE POSSIBLE N THE FIELD. - GEOOSENSILNS ASSUMES NO LMB47TY FOR THE ACCURACY OF THOSE REOOROS OR ACCEPT iE0POl6B6JTYFOR -- — 10AERGROUA UES WHICH ARE NOT MADE PUBLIC RECORD. FGR THE FIIML LOCATION OF EK WING UME111ES N AREAS CRIME TOOESON CONTACT THE UTIITY OVSERMODICY. AS ALWAYS. CALL I400:4246550 BEFORE OOHSIRUC110N. VICINITY MAP NOT TO SCALE VERTICAL DATUM RATON EAB* OF LEARNS MONU0MFD GESTE-RUNE OF 4210 AVENUE SCUM EEARNG NDT00YTE LEGAL DESCRIPTOR 1407 PORTION OF LOTS 6, 9 M 27 N BLOCK 7 O ADAM* HOLE TRACT. ACCORDN0 TO PLAT RECORDED N TOLUINE 11 OF PUT*. ON PAGE 31, N UDR' COUNTY. WASHINGTON, DESCRIBED AS FOLLOWS 1E0NNN0 AT THE PONT OFMERSECTON OF THE WESTERLY MIAOW STATE HIGHWAY NO. 1 WITH THE NORM UE OF THE SOUTH 100 FEET OF SAID LOT 22 11ENCE WESTERLY TOA POINT ON THE WEST LINE OF SAID LOT 27 W ICl1 IS 12 FEET NORTH AS MEASURED ALONG 840 WEST UNE, FROM ITS ICERSECTION WITH THE NORTH LSE OF THE SOLON 103 FEET OF SAD LOT LOT: THENCE NORTH ALONG THE WEST LSE OF SAD LOT D TO ITS INTERSECTION WITH THE NORM LNE OF THE EOLITH 300 FEET OF SAID 1.02 THENCE VAIN G NORTHAL010 TIE WEST LINE OF SAD LOUT/ AHD I A DISTANCE OF 150 FEET TIFINCE EAST TOM MERSECTON WT11 THE WESTERLY MARION OF SAID STATE HIGHWAY NO. 3. THENCE SOUI/ERLY, ALONG SAID WESTERLY MARGIN. TO THE POST OF SEQMNNO ALSO TIE EAST 61A7 FEET OF LOT 2S N SAO FLOCK D RCEPT A PORTON THEREOF CONVEYED 19 KNG COUNTY FOR SDU111MOH STREET BY IJSTT0M1ENT RECORDED N VOLUME 1765 OF DEEDS ON 365 UNDER AUDITORS FILE NO. 2926333 RECORDS OF SAID COUNTY. ALSO THE SOUTH OAS FEET OF THE EAST OM FEET OF LOT 2 N SAA 00000 T. REFERENCE LEGAL DESORPTION BASED ON 1RUE REPORT FURNISHED SV FRIT MERICM TITLE NEU MICE COMPANY, OLDER NUMBER 110:54646500443. DATED FFSRUNW 62012 OCEP1gNS 3. RIGHT TO MANE NECESSARY SLOPES FOR CUTS OR ELLS UPON SAID FRlA4B63 FOR SOUS 146144 STREET AS GRANTED e V DEED RECORDED UNDER REGORGING N0, WOE. 4. EASEMENT, INCLUDING TERMS AND PROVISIONS CONTAIED THEREIN RECORDING INFORMATION 3024171 N FAVOR OE PUGET SOUR POWER S 0ORT COMPANY FOR ELECTRIC TRANSMISSION ANDER DWIRBUTIOH SYSTEM 6 EASEIENT, INCLUDING TERMS N0 FIOVMOM3 CUNTANED TIEPIN RECORDING NFORMNTOR 4474762 N FAVOR OF. CRY OF SEATTLE FOR ELECTRIC SERVICE 6. A DOCUMENT ENTUFD 'POSSESSION MO USE AORED.EFR . 0100)7ED St MO1ETwESH 'manly MICHAEL OHWBN AND DEBORAH DENISE OMEN. HUSBAND AND WIFE AND CRY OF T KWILA REGORGED APRIL 20.26W. AS INSTRUMENT NO. 2002012600W100F OFFICIAL RECORD*. CER5IFMGAT10N TO AU10206E STORES. NC, A NEVADA CORPORATION AND FIRST AMERICAN10RE IBURAMCEGAMY. 13113 IS TO CERTIFY THATTHI6 MAP 0R PLAT NO THE SURVEY ON TORCH T IS EASED WERE HIDE N ACCOR04NCE W55% 2011 MINIMUM STANDARD DETAIL 864NEAENf8 FOR ALTAIA0313 LAND TIRE SURVEYS. JOINTLY ESTABLISHED ANO COMPLETED ON MARCH 22 Ata. ADOPTED DY ALTA AND N0P6. AND INCLUDES ITEMS 1.2.24, SEAL 7(S.)• 6, 6,1000.13.1617. 10 AND 160E TABLE AT/EREOF. 111E FIELD WORK WAS COMPLETED ON MARCH 19, 2013. CONTROL MAP SCALE: 1' = 50' ( ir LLJ 0 r LJ > z N U_ a_ 2 H- O - Q N N CD aw o• (i) 1.i 0 AUTOZONE 14639 PACIFIC HWY S WASHINGTON JOB NO.: 12137 DATE: 3/18/2013 DRAFTED BY: CJC CHECKED BY: EJG SCALE: NO SCALE 1 OF 2 a "FAo• Dv �t• S PRS PACIFIC H P YS . C i RyCe, 0,54 11. EN (20ner) 1 Inch m 20 IL /1 11 ASPH SURVEY LEGEND ASPHALTIC CONCRETE EDGE OF ASPHALTIC CONCRETE BUILDING U00 CONCRETE CURB CHAIN UNK FENCE CONCRETE SURFACE CONCRETE RETAINING WALL CONCRETE WALK EASEMENT AREA CIF cONC CRW CW GM ❑ HH HYD IP LUM MH 0 PM ❑ PPO J '" FOUND SURVEY MONUMENT FENCE UNE (CHAIN UNK) GAS METER HAND NOTE FlRE HYDRANT IRON PIPE LUMINAIRE MAINTENANCE HOLE POWER METER POWER POLE PP v O POWER POLE W/ UGHT DIH TELEPHONE HAND HOLE WM0 x ,v LUM) WATER METER VALVE M FENCE UNE (WOOD) LUMINAIRE 1 2 3171 II �I�41mM h, 388.02, lignMilm 'As, II Mill)l{,ii Lu)11.. umol1i un t II i5$ 4 r -� t t INL 1104.347.15 6: 4: 0, N FtO `- >C ho c VI "E F E 0 0 4) Uhim U LU C7 ›- > > N LLJ vf) Z 0_ 0 Q- O N D o 0 LLJ 1n 0 LLJ z 14639 PACIFIC HWY S WASHINGTON JOB NO.: 12137 DATE: 3/18/2013 DRAFTED BY: CJC CHECKED BY:EJG SCALE: 1" = 20' 2 OF 2 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX (206) 431-3665 E-mail: tukplan@ci.tukwila.wa.us AFFIDAVIT OF INSTALLATION AND POSTING OF PUBLIC INFORMATION SIGN(S) State of Washington County of King City of Tukwila I . 6Ft- C U R R,1 G (PRINT NAME) understand that Section 18.104.110 of the Tukwila Municipal Code requires me to post the property no later than fourteen (14) days following the issuance of the Notice of Completeness. I certify that on ~tea N ' 1 l ZO (the Public Notice Board(s) in accordance with Section 18.104.110 and the other applicable guidelines were posted on the property located at /1762S 7"oktit>ItAA 2-N17• V so as to be clearly seen from each right-of-way primary vehicular access to the property for application file number L13-0050 and L13-018. I herewith authorize the City of Tukwila or its representative to remove and immediately dispose of the sign at the property owner's expense, if not removed in a timely manner or within fourteen (14) days of a Notice letter. On this day personally appeared before me i be the individual who executed the foregoing instrument and acknowledged that he same as hisi>e voluntary act and deed for the uses and purposes mentioned therein. ' Applicant or Project Manager's Signature C ,V Y IR, to me known to signed the SUBSCRIBED AND SWORN to before me this 14th day of January , 2014 NOTARY PUBLIC in and for the State of Washington residing at Lk.t via My commission expires on ' � ' \ L' P:\Planning Forms\Applications\SignSpecHandout-12-06.doc October 20, 2006 tt"'4L" . • NOTICE OF LAND USE ACTION PROJECT NAME: AUTOZONE FILE NUMBER: 113-0050 AND E13-018 PERMIT ACTION: SEPA AND DESIGN REVIEW TO SUBMIT COMMENTS OR OBTAIN ADDITIONAL INFORMATION, PLEASE CONTACT THE PROJECT PLANNER AT (2061 431-3670 hY�IU Miaial OI,R .a 1500 5“thcutjr Ilya. 11I00 TaYrrda, r1 IUD City of Tukwila Notice of Application and Notice of Hearing Environmental and Design Review of Autozone : IN I ti 1 Propose building" . kw itton 6 • South 118th St. Project Description: Autozone, a 7381 sq. ft. retail store that sells auto parts is proposed at 14625 Tukwila International Blvd, Tukwila. The city is reviewing the design review and SEPA (State Environ- mental Policy Act) application for the proposed store. File #'s: PL13-0047 Property Owner: Timothy 0 Brien Applicant: Barghausen Engineers Project Planner: Minnie Dhaliwal 206-431-3685 or Minnie.Dhaliwal@TukwilaWA.gov Comments and Appeals: Your written comments on the project are requested and can be delivered to Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila WA 98188 or via email to Minnie Dhaliwal@TukwilaWA.gov. Comments must be received before or on January 28, 2014, by 5:OOpm. This project is also scheduled for a public hearing on February 27, 2014, at 6:30 pm in Council Chambers located at Tukwila City Hall at 6200 Southcenter Blvd., Tukwila. You may also submit your comments at the public hearing, before the Board of Architectural Review. You may request a copy of any decision, information on hearings, and your appeal rights by calling 206-431-3685. at* of J tiff uita Department Of Community Development AFFIDAVIT OF DISTRIBUTION I, Teri Svedahl , HEREBY DECLARE THAT: Project Number: PL13-0047 Notice of Application L13-0050 Notice of Decision x Notice of Public Hearing Notice of Public Meeting Determination of Non- Significance Mitigated Determination of Non - Significance Determination of Significance & Scoping Notice Short Subdivision Agenda Notice of Application for Shoreline Mgmt Permit Shoreline Mgmt Permit Board of Appeals Agenda Packet Board of Adjustment Agenda Packet Official Notice Notice of Action x NOH and SEPA Checklist emailed to DOE on Jan 15th Other: Was mailed to each of the addresses listed/attached on this _14 day of January _, _2014_ Project Name: Autozone Project Number: PL13-0047 Associated File Number (s): L13-0050 Mailing requested by: Minn' Dhaliwal / Max Baker Mailer's signature: 7.1 idiOi / W:\USERS\TERI\TEMPLATES-FORMS\AFFIDAVIT OF DISTRIBUTION.DOC FirstName Mohinder S Elias Yirga Dave Timothy M Yoshiko TUKWILA Harpal & Harvinder K TUKWILA * TUKWILA * TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA Brenda 1 TUKWILA TUKWILA TUKWILA TUKWILA Adario TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA LastName Sohal Wolde Poletti Obrien Onchi COMMUNITY MEMBER Bual COMMUNITY MEMBER EXPRESS LINEN SERVICE LLC JK GARCHA LLC COMMUNITY MEMBER RELIANCE INVESTMENTS INC COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER Marshall COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER Mastandrea COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER Address 10650 SE 213TH 11400 MILITARY 1200 WESTLAKE 14217 59TH AVE 14304 SE 164TH 14442 TUKWILA 14446 59TH AVE 14452 TUKWILA 14603 35TH AVE 14604 TUKWILA 14607 TUKWILA 14620 PACIFIC H 14621 TUKWILA 14623 35TH AVE 14624 TUKWILA 14626 MILITARY 14628 MILITARY 14636 MILITARY 14638 TUKWILA 14639 TUKWILA 14643 TUKWILA 14645 TUKWILA 14654 MILITARY 14661 TUKWILA 14802 TUKWILA 14806 MILITARY 14812 MILITARY 14816 MILITARY 14816 TUKWILA 14828 MILITARY 14835 TUKWILA 14837 38TH AVE 14845 TUKWILA ST RD S AVE N # 1001 S ST INTERNATIONAL BLVD S INTERNATIONAL BLVD S INTERNATIONAL BLVD INTERNATIONAL BLVD WY S INTERNATIONAL BLVD S INTERNATIONAL BLVD RD S RD S RD S INTERNATIONAL BLVD INTERNATIONAL BLVD INTERNATIONAL BLVD INTERNATIONAL BLVD RD S INTERNATIONAL BLVD INTERNATIONAL BLVD RD S RD S RD S INTERNATIONAL BLVD RD S INTERNATIONAL BLVD S INTERNATIONAL BLVD CityState KENT WA SEATTLE WA SEATTLE WA TUKWILA WA RENTON WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA SEATTLE WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA Zip 98031 98168 98109 98188 98058 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 Gurkamal Jeong-Won Ms Parmjit S & Ranjit K * Jorge & Maria Doug Daniel J TUKWILA Daniel W TUKWILA TUKWILA TUKWILA * TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA TUKWILA * TUKWILA Bhandal ARK VIA NELLE LLC Kim Khaira ISLAMIC COMMUNITY OF THE BO Joya Steinberg Wise COMMUNITY MEMBER Rupert COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER SOKA GAKKAI INTERNATIONAL COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER COMMUNITY MEMBER M JASPA COMPANY LLC COMMUNITY MEMBER 15850 9TH AVE SW 18107 NORMANDY TER SW 19326 NE 129TH WAY 19638 104TH AVE SE 20001 25TH AVE NE 2130 S DUPONT DR 26415 MILITARY RD S 306 S 165TH ST 3400 S 148TH ST 3416 S 148TH ST 3426 S 146TH ST 3429 S 148TH ST 3430 5 146TH ST 3438 S 148TH ST 3440 S 146TH ST 3455 S 148TH ST 3456 S 148TH ST 3460 S 148TH ST 3462 S 148TH ST 3464 S 148TH ST 3466 S 148TH ST 3468 S 148TH ST 3515 S 146TH ST 3516 S 146TH ST 3530 S 146TH ST 3531 S 146TH ST 3703 S 146TH ST 3705 S 146TH ST 3707 S 146TH ST 3725 S 144TH ST 3730 S 148TH ST 3743 S 148TH ST 3747 S 146TH ST 3920 S 146TH ST BURIEN WA NORMANDY PARK WA WOODINVILLE WA RENTON WA SHORELINE WA ANAHEIM CA KENT WA BURIEN WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA SEATTLE WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA TUKWILA WA 98166 98166 98077 98055 98155 92806 98032 98148 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98168 98188 98168 Ra TUKWILA TUKWILA John * Jim Luey Ming * * * * * Neuo COMMUNITY MEMBER COMMUNITY MEMBER Znak SILVERDALE-TUKWILA LLC PARK AVE APARTMENTS LLC Cederlind Lui EDGEWOOD APARTMENTS LLC POLL TUKWILA LLC VIP 910 LLC RIDGE SPRINGS LLC KING COUNTY WATER DIST #125 CHURCH BY SIDE OF THE ROAD VAL VUE SEWER DIST 4001 S 148TH ST 4010 S 148TH ST 4011 S 146TH ST 4018 S 148TH ST 5209 LAKE WASHINGTON BLVD NE # 100 626 S 312TH ST 8040 23RD AVE NW 8216 S 120TH ST 830 168TH PL SE 8915 SE 44TH ST PO BOX 28 PO BOX 58184 PO BOX 68147 PO BOX 68545 PO BOX 69550 SEATTLE WA TUKWILA WA TUKWILA WA SEATTLE WA KIRKLAND WA FEDERAL WAY WA SEATTLE WA SEATTLE WA BELLEVUE WA MERCER ISLAND WA KIRKLAND WA TUKWILA WA SEATTLE WA SEATTLE WA SEATTLE WA 98168 98168 98168 98168 98033 98003 98117 98178 98008 98040 98083 98138 98168 98168 98168 AGENCY OFFICE OF ARCHAEOLOGY WA STATE COMMUNITY DEV DEPT OF ECOLOGY WA DEPT OF ECOLOGY WA STATE ATTORNEY GENERAL KC WASTEWATER TREATMENT KC ASSESSOR'S OFFICE KC METRO TRANSIT/SEPA OFFICIAL FOSTER LIBRARY QWEST COMMUNICATIONS SEATTLE CITY LIGHT PUGET SOUND ENERGY HIGHLINE WATER DISTRICT CO MCAST BP OLYMPIC PIPELINE VAL-VUE SEWER DISTRICT WATER DISTRICT #125 WASTE MANAGEMENT CITY OF SEATAC MUCKLESHOOT Cultural Resources Program MUCKLESHOOT Fisheries Program MUCKLESHOOT Wildlife Program DUWAMISH INDIAN TRIBE DEPT NW REGIONAL OFFICE SEPA REVIEW ECOLOGY DEPARTMENT ENVIRONMENTAL PLANNING -OAP ACCOUNTING DIVISION ENVIRONMENTAL PLANNING ENVIRONMENT & SAFETY DIV PLANNING DEPARTMENT Laura Murphy Karen Walter Mike Middleton ADDRESS PO BOX 48343 PO BOX 48300 3190 160th AVE SE PO BOX 47703 PO BOX 40117 201 S JACKSON ST., MS KSC-NR-0505 500 4th AVE, RM# 709A 201 S JACKSON ST., MS KSC-TR-0431 4060 S 144th STREET 23315 66th AVE S PO BOX 34023 PO BOX 90868 23828 30th AVE S 12645 STONE AVE N 2319 LIND AVENUE SW PO BOX 69550 PO BOX 68147 8111 -1st AVE S 4800 S 188th STREET 39015 172nd AVE SE 39015 172nd AVE SE 39015 172nd AVE SE 4705 W MARGINAL WAY SW CITY ST ZIP OLYMPIA WA 98504 OLYMPIA WA 98504 BELLEVUE WA 98008 OLYMPIA WA 98504 LACEY WA 98504 SEATTLE WA 98104 SEATTLE WA 98104 SEATTLE WA 98104 TUKWILA WA 98168 KENT WA 98032 SEATTLE WA 98124 BELLEVUE WA 98009 KENT WA 98032 SEATTLE WA 98133 RENTON WA 98055 SEATTLE WA 98168 SEATTLE WA 98168 SEATTLE WA 98108 SEATAC WA 98188 AUBURN WA 98092 AUBURN WA 98092 AUBURN WA 98092 SEATTLE WA 98106 -1 -I -i --I --I --1 H --I -I --I --I -I -I -I -I -I --I -I -I --I -I -I -I -I -I -I --I --I -I -I --I -I -I -I -I -I -I -I -I - H -I -I Z C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C D CX CX CX CX CX CX CX CX CX CX CX CX CX CX CX CX CX CX CX CX CX CX CX CX CX CX CX CX CX CX CX CX CX CX CX CX CX CX CX CX CX CX CX CX CX CX E < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < G < < < < < < < < < < < < m r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r- > D D D D D D D D D D D D D D D D D 0 0 C) C) 0 C) 0 0 C) C) C) 0 C) C) 0 0 C) C) C) 0 C) 0 0 C) 0 0 0 0 C) C) C) C) C) C) C) C) C) C) C) C) C) C) C) 0 C) C) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C C Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z KEKEEKEKKKEKKEEKEEKKEEKKKKKEE EE gKKEEK EE m m m m m m m m m m m rn m m m m m m m m m m m m m m m m m m m m rn m m m m m m m m m m m m m m m rn m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m m CO7J 73 707J7:173 73 X70 737)7J7J7J70XX7J73707,707J707J777J7:17JXX73X X73 737J7I7J7J70X CO w CO CO CO CO CO CO CO w CO CO CO CO CO CO w w CO CO CO CO CO CO w w w CO CO CO CO CO CO CO CO w w CO CO w CO CO CO w w D CS1 A A A A A A A A A A A A A A A A A A A A A A -A A A A A A A A A A A A A A A A A A A A A A A O O O O O O O O O O O O O O O CO O O O O O W W O O W O O O O O O W W W O O O O O O O O O O Cfl 01 01 C71 CTI 01 CJ1 cn C71 01 C11 Cn f)7 C)I C)1 Cn C)1 C71 Cn Cn C71 Cn Ul C71 C71 01 CP 01 CT C)7 Cr Cn 01 01 C71 01 CT 01 07 U1 C71 CT 01 C71 C77 Cn Cn Cn (n Cn Cn CA Cn Cn Cn Cn Cn Cn CA Cn CA Cn Cn (A (n (n CA Cr) (n (n N (n (n (n Cn CA Cn Cn (n Cn (n (n CA (n Cn (n CA Cn Cn Cn rm Cn A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A O A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A -I -I -I -I -I -I --I -I -I -I -I -I -I -I --I -I -I --I -I -I --I -I -I -I -I -I -I -I --I -I - -I --I --I -I -I -I -I -I -I --I -1 -I -I -I 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Cn (n Cn 0) 0) Cl) Cr) CD (n Ci) (n U) 0) 0) 0) 0) U) Cn CA Ci) C/) C) CA 0) 0) CA CA Cn 0) 0) 0) 0) 0) 0) 0) Cn Cn U) Cn Cn CI) C/) Cn C/) CI) C/) -I -I --I -I --I ---I -I -I --I -I -I -I --I -I -I -I -I -I -I -I -I -I -I -I -I -I -I -I -I -I -I - H -I --I -I -I -I -I -I --I -I -i -I -I -I D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D -o 73 -0 -0 "a 73 73 73 -0 "C3 "6 73 -0 v "0 -0 -0 -0 T> -a -0 -0 -0 Z7 v '0 73 -0 13 T3 -0 "0 X3 "a -0 -0 "a -0 -0 -0 -0 -0 -0 -0 73 -a N N N N N N N N N N N N N N N N N N N N N N N...... ........... 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IP _T P_.3 ` 0 a( i ay �F f7 '' '' - L_ LI, i ��MIMI 11 • 3. 711 5Q'- ice• 114=mikom.i.o. V•11116 L/3 Daae CITY OF TUKWILA NOTICE OF APPLICATION AND HEARING PROJECT INFORMATION Barghausen Engineers has filed applications for the development of Autozone, a 6,815 sq. ft. retail store that sells auto parts, to be located at 14625 Tukwila International Blvd, Tukwila. Projects applied for include: Design Review, File Number L13-0050 and SEPA application E13-0018. FILES AVAILABLE FOR PUBLIC REVIEW The project files are available at the City of Tukwila. The application is available for review at the counter at the Department of Community Development (DCD), located at 6300 Southcenter Blvd #100, Tukwila WA 98188. OPPORTUNITY FOR PUBLIC COMMENT You are invited to comment on the project. Your written comments must be delivered to the address listed above or postmarked no later than 5:00 pm on January 28, 2014. This project is also scheduled for a public hearing on February 27, 2014 at 6:30 pm in Council Chambers located at Tukwila City Hall at 6200 Southcenter Blvd., Tukwila. You may also submit your comments at the public hearing, before the Board of Architectural Review. APPEALS You may request a copy of any decision, information on hearings, and your appeal rights by calling Department of Community Development at (206) 431-3670. For further information on this proposal, contact Minnie Dhaliwal at (206) 431-3662, email: Minnie.Dhaliwal@TukwilaWA.gov or visit our offices at 6300 Southcenter Boulevard, Suite #100, Monday through Friday, 8:30 a.m. to 5:00 p.m. January 9, 2014 Jason Hubbell Barghausen Consulting Engineers 18215 72nd Ave S Kent WA 98032 Re: Request for additional information for Autozone at 14625 Tukwila International Blvd. File numbers L13-0050 and E13-018. Dear Mr. Hubbell: As we discussed on the phone we received the payment for generating the mailing labels. Based on a review of your submittal relative to those requirements as set out in the Complete Application Checklist for SEPA and Design Review, your applications are deemed complete. A notice of land use application is required to be distributed. The next step is for you to install the notice board on the site by January 14th, 2014. You received information on how to install the sign with your application packet. The information is also attached. Further, based upon the technical review of your Design Review and SEPA applications, the following information is required to further process your application: 1. Site Design: a) Relationship to Street Front: Twelve feet setback is required along Tukwila International Blvd. The setback is measured from the property line. These requirements can be waived only if they are approved as part of the overall design approval and pedestrian oriented space is provided. Please note that pedestrian oriented space is defined as "an area between a building and a public street that promotes visual and pedestrian access onto the site and that provides pedestrian -oriented amenities and landscaping that enhances the public's use of the space. A pedestrian oriented space is encouraged to have landscaping or built in planters; site furniture, artwork or amenities such pedestrian weather protection or other enclosure such as an arcade. If the proposal includes a waiver request from standard setback requirements it must be revised to provide pedestrian oriented space as defined on Page 8 and 85 of the Design Manual. b) Site Design for Safety. This criteria (Page 18 of the Design Manual) requires that structures shall be designed and sited to maximize site surveillance opportunities from the buildings and the public streets. There are security concerns with the dark (no lighting) on the north side of the building. Also, it is not clear what is the height of the retaining wall in this area. Per TMC 18.50.150 retaining walls over four feet have to be located outside the required setbacks unless a waiver meeting the criteria listed under 18.50.0150 is met. Please provide cross section to show the grades, height of the wall (top and bottom), and distance from the building and the property line. c) Pedestrian Amenities and Site Furnishings Please provide details of site furnishings including planters, lights, and bike rack etc. Please include special paving in pedestrian oriented areas. A minimum of two bicycle parking spaces are required to meet the parking requirements. A plaza would satisfy the requirement for pedestrian oriented space in lieu of the setback requirements along Tukwila International Boulevard. d) Pedestrian Circulation: Walkways and landscape features should be used to provide clear pedestrian circulation patterns between the various buildings on the site. (Page 34-37 of the Design Manual). Also provide details of the sidewalk connection between the existing sidewalk and the new one. Additionally, the elevation of the sidewalk should remain level at the driveways instead of dipping down for the driveway. Please provide details of the driveway connection. Additionally, the connection between the sidewalk and paved area at the entrance appears to be very narrow. Widen it to make it a better transition. e) Vehicular Circulation: Please provide justification why the two driveways could not be combined to one. f) As indicated in the application materials if a ground lease is contemplated, then it is not exempt from the platting requirements. At this time it is important to understand how the future lot lines will be laid out to avoid any issues with zoning code and building code setback requirements. Also provide a complete list of all the structures on the property and the area (sq. ft.) and use of each of the structures. 2. Building Design a) The modulation along with the building facades must meet the minimum 4 feet deep criteria. (Page 53 of the Design Manual). b) The entrance feature could be wrapped around the corner of the building to highlight the entrance area and relate the building to the sidewalk. See page 57 and 58 for various ideas on the corner treatment. c) Provide special treatment for the north, south and west elevations. Special treatment of the blank walls shall include modulation; material and color variation; texture; vertical trellis and landscaping. d) Materials and colors board is required. Also, provide details of the material for the retaining walls including modulation and screening details. e) Retaining walls over four feet need to meet setback requirements unless the setback requirements are waived per TMC 18.50.150. Also, trash enclosures need to meet minimum setback requirements. f) Provide details of the fence to screen the storage area for the appliance store. g) Please provide occupancy type for the proposed building. 3. Landscape Design The landscaping along the north facade should include some more trees to provide screening of the wall. Also, show how you comply with the interior parking lot landscaping requirements of 18.52.035. Landscape islands are required at the ends of each interior row and after 10 stalls in a row. The interior landscape islands must be a minimum of 100 square feet and shall be a minimum of 6 feet in any direction and generally the length of the parking stall. Provide scaled cross sections of the rain garden. It is not clear why a chain link fence is required around the rain garden particularly right next to the sidewalk. Use of landscaping instead of fence is encouraged. Foundation landscaping, trellises and raised planter beds should be provided along the facades that do not have windows. Also, planting details for planters in the pedestrian oriented space (plaza along the street) should be considered. 4. Signage Provide details of existing signs on the property. Please clarify if the freestanding sign is proposed to be removed. If a new freestanding sign is proposed indicate the location and design of the new sign. The city's sign code can be found at http://records.tukwilawa.gov/WebLink8/1/doc/54074/Electronic.aspx Please note that per TMC 19.36.040 (2.)" When an application is submitted to the City for a project that is subject to design review, on any non -conforming building -mounted signs on the premise affected by the construction and all non- conforming free-standing signs lose their nonconforming status." 5. Public Works Comments: a) Transportation Impact fee applies to the future Building permit in the amount of $13,902.60; based on Commercial — Retail (Auto Parts Sales) in Zone 3 ($2.04 x 6,815 sq ft/GFA = $13,902.60). Public Works Bulletin A3 — Pavement Mitigation and Transportation Impact Fees. b) Half -street improvements including curb, gutter, sidewalk, driveway access, and storm drainage; are required along the North side of S. 148th Street from the SW corner of TL no. 004000-0865 to Tukwila International Blvd. The cost for any half -street improvements constructed adjacent to the Southernmost property line of TL no. 004000-0995 may be off -set by a credit towards the Transportation Impact Fee as described above. c) All utilities are required to be underground, per City ordinance. d) Project shall comply with Geotechnical Engineering Investigation, by Krazan & Associates, Inc., dated March 22, 2013; Geotechnical Engineering Letter — Stormwater Infiltration, by Krazan & Associates, Inc., dated September 13, 2013; and subsequent geotechnical investigations/reports. e) Public Works permit information, plan submittal criteria, standards, and specifications; are available on the City's Web -Site. Go to the City Web -Site then click on City Department Directory / Public Works Department / Development & Permits. Then under Public Works Topics click on Customer Assistance Bulletins (CAB) and Development Guidelines and Design & Construction Standards and other topics as applicable. In order to schedule the hearing for February 27th, all issues listed above must be resolved by the end of this month. If you have any questions you can reach me at 206-431-3685. Sincerely, Minnie Dhaliwal Planning Supervisor 0400 TO: City of Tukwila Department of Community Development File Number L13-0050 E13-0018 LAND USE PERMIT ROUTING FORM uilding 1❑I Planning Public Works Fire Dept. IQ Police Dept. Parks/Rec Project: Design Review and SEPA for Autozone Address: 14639 Tukwila International Blvd Date transmitted: 12/6/13 Response requested by: 12/20/13 Staff coordinator: Minnie Dhaliwal Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) Plan check date: /°1 l� Update date: prepared prepared by: 0400 TO: City of Tukwila DEC 06 2013 RECEIVE Department of Community Development PUBLIC WORK: File Number L13-0050 E13-0018 LAND USE PERMIT ROUTING FORM Building Planning ublic Works 101Fire Dept. Police Dept. Parks/Rec Project: Design Review and SEPA for Autozone Address: 14639 Tukwila International Blvd Date transmitted: 12/6/13 Response requested by: 12/20/13 Staff coordinator: Minnie Dhaliwal Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes require further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) (56-t Pu6u C (Q ogt c S Corwin, rrr /Al 1 -AAA i' (. ) Plan check date: Comments Update date: prepared by: 0400 TO: City of Tukwila Department of Community Development File Number L13-0050 E13-0018 LAND USE PERMIT ROUTING FORM Building Planning Public Works Fire Dept. ❑I Police Dept. Parks/Rec Project: Design Review and SEPA for Autozone Address: Zg 146 Tukwila International Blvd Date transmitted: 12/6/13 Response requested by: 12/20/13 Staff coordinator: Minnie Dhaliwal Date response received: REVIEWERS: Please specify how the attached plans conflict with your ADOPTED development regulations, including citations. Be specific in describing the types of changes you want made to the plans. When referencing codes, please identify the actual requirement and plan change needed. The Planning Division review does not supplant each department's ability to administer its own regulations and permits. However, project consistency at the Planning review stage is important to minimize significant later design changes. More than minimal design changes ,I'equire further Planning Commission review, even if alteration is required to satisfy a City requirement. This further review is typically a minimum 60 -day process. Requirements based on SEPA (e.g., not required by an adopted development regulation) MUST identify the impact being mitigated, the policy basis for requiring mitigation, and the method used to calculate the mitigation required. Calculations of project impacts and the mitigation required (e.g., water capacity, road level of service analyses, or turning analyses) may be required of the applicant. COMMENTS (Attach additional comment sheets and/or support materials as needed.) 0 C.6 c o 4 N U,v<f i s k —\ b 2_ 5 1/ f A. \\ C6 X Plan check date: Comments prepared byes Update date: Brenda Holt Permit Coordinator City of Tukwila — Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 RE: Design Review Application AutoZone #4181 14639 Tukwila International Blvd. Related Application No. PRE13-009 Our Job No. 16440 Dear Brenda: November 26, 2013 HAND DELIVERY CIVIL ENGINEERING, LAND PLANNING, SURVEYING ?` CEIVEn N0V272013 r ctrl_, 'ILLUi'iViLid r On behalf of AutoZone, Inc., we are submitting the following Design Review Application documents for the project referenced above: 1. One (1) completed Design Review — Public Hearing Application 2. One (1) completed Application Checklist indicating items submitted with the application 3. Five (5) full-size sets of Project Plans (including color rendering, preliminary site plan, preliminary civil and landscape plans, building elevations, signage, and site lighting) 4. One (1) 11- by 17 -inch set of the Project Plans 5. Two (2) copies of the Technical Information Report 6. One (1) color and materials board 7. One (1) copy of the SEPA Environmental Checklist 8. One (1) copy of the executed Affidavit of Ownership and Hold Harmless Permission to Enter Property (original submitted with SEPA application package) 9. One (1) Traffic Concurrency Application with "C" number 10. One (1) Water Availability Certificate 11. One (1) Sewer Availability Certificate 12. One (1) written discussion of Decision Criteria and Project Narrative 13. Two (2) copies of the Geotechnical Report by Krazan & Associates dated March 22, 2013 14. Two (2) copies of the Geotechnical Letter by Krazan & Associates dated September 13, 2013 15. One (1) copy of the Topographic Survey of the subject property 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 (425) 251-8782 FAX BRANCH OFFICES • TUMWATER, WA • LONG BEACH, CA • WALNUT CREEK, CA • SAN DIEGO, CA www.barghausen.com Brenda Holt Permit Coordinator City of Tukwila — Permit Center 2 November 26, 2013 16. One (1) check in the amount of $3,817 for the Design Review Application Fee Please route the enclosed documents for review at your earliest convenience. If you have any questions or need additional information, please contact me at this office. Thank you. Sincerely, ,X#‘ Jason Hubbell, P.E. Senior Project Engineer JH/ca 1644c.002.docx enc: As Noted cc: Mitch Bramlitt, AutoZone, Inc. (w/enc) RECEIVED NOV 27 2013 DLVI-LUF'M NT GEOTECHNICAL ENGINEERING INVESTIGATION PROPOSED AUTOZONE STORE 14621 TUKWILA INTERNATIONAL BOULEVARD TUKWILA, WASHINGTON PROJECT No. 062-13003 MARCH 22, 2013 Prepared for: AUTOZONE, INC. ATTN: MR. H. L. TREY SMALLWOOD, III 123 S FRONT STREET MEMPHIS, TENNESSEE 38103 Prepared by: KRAZAN & ASSOCIATES, INC. GEOTECHNICAL ENGINEERING DIVISION 922 VALLEY AVENUE NW, STE 101 PUYALLUP, WASHINGTON 98371 (253) 939-2500 cam- \rd%a1 & ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION March 22, 2013 KA Project No. 062-13003 AutoZone, Inc. 123 S Front Street Memphis, TN 38103 Attention: Mr. H. L. Trey Smallwood, III RE: GEOTECHNICAL ENGINEERING INVESTIGATION Proposed AutoZone Store 14621 Tukwila International Boulevard Tukwila, WA Dear Mr. Smallwood, In accordance with your request, we have completed a Geotechnical Engineering Investigation for the referenced site. The results of our investigation are presented in the attached report. If you have any questions, or if we can be of further assistance, please do not hesitate to contact our office. Respectfully submitted, KRAZAN & ASSOCIATES, INC. 11U D.kfu+± Michael D. Rundquist, P.E. Senior Project Manager VC:MR Offices Serving The Western United States 922 valley Avenue NW., Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 Krazan & ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION TABLE OF CONTENTS INTRODUCTION 1 PURPOSE AND SCOPE 1 PROPOSED CONSTRUCTION 2 SITE LOCATION AND DESCRIPTION 3 GEOLOGIC SETTING 3 FIELD INVESTIGATION 3 SOIL PROFILE AND SUBSURFACE CONDITIONS 4 GROUNDWATER 4 Erosion Concern/Hazard 5 Seismic Hazard 5 CONCLUSIONS AND RECOMMENDATIONS 6 Site Preparation 7 Structural Fill 8 Shallow Foundations 9 Temporary Excavations 12 Erosion and Sediment Control 13 Groundwater Influence on Structures/Construction 13 Drainage and Landscaping 14 Utility Trench Backfill 14 Lateral Earth Pressures and Retaining Walls 14 Pavement Design 16 Testing and Inspection 17 LIMITATIONS 18 VICINITY MAP Figure 1 SITE PLAN Figure 2 GENERAL SITE INFORMATION Figure 3 FIELD INVESTIGATION — LABORATORY TESTING Appendix A EARTHWORK SPECIFICATIONS Appendix B PAVEMENT SPECIFICATIONS Appendix C Offices Serving The Western United States 922 valley Avenue NW., Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 (razan & ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION March 22, 2013 KA Project No. 062-13003 GEOTECHNICAL ENGINEERING INVESTIGATION PROPOSED AUTOZONE STORE 14621 TUKWILA INTERNATIONAL BOULEVARD TUKWILA, WASHINGTON INTRODUCTION This report presents the results of our geotechnical engineering investigation for the proposed AutoZone Store project located at 14621 Tukwila International Boulevard in Tukwila, Washington, as shown on the Vicinity Map in Figure 1. Discussions regarding site conditions are presented in this report, together with conclusions and recommendations pertaining to site preparation, excavations, structural fill, utility trench backfill, drainage and landscaping, erosion control, foundations, concrete floor slabs and exterior flatwork, retaining walls, and pavement design. A site plan showing the approximate exploratory soil boring locations is presented following the text of this report (Figure 2). General site information is presented in Figure 3. Appendix A includes USCS Soil Classification information, as well as a description of the field investigation, laboratory testing, and the exploratory soil boring logs. Appendix B contains a guide to aid in the development of earthwork specifications. Pavement design guidelines are presented in Appendix C. The recommendations in the main text of the report have precedence over the more general specifications in the appendices. PURPOSE AND SCOPE This investigation was conducted to evaluate the shallow soil and groundwater conditions at the site, to develop geotechnical engineering recommendations for use in design of specific construction elements and to provide criteria for site preparation and earthwork construction. Our services were performed upon authorization of AutoZone, Purchase Order number 77973, dated February 26, 2013. The geotechnical services performed for this project generally included: • Preparation of a site plan showing geotechnical boring locations, comprehensive boring logs including soil stratification and classification, and groundwater levels; • Foundation design recommendations including foundation types, allowable foundation bearing pressure, anticipated settlements (both total and differential), coefficient of horizontal friction, passive pressure, and frost penetration depth; Offices Serving The Western United States 922 valley Avenue NW., Suite 101 • Puyallup, Washington 98371 • (253) 939-2500 • Fax: (253) 939-2556 KA No. 062-13003 March 22, 2013 Page No. 2 • Retaining wall design parameters including angle of internal friction, equivalent fluid pressures (active and passive) for rigid (at rest) and flexible retaining walls, and soil unit weight; • Recommendations for seismic design considerations including site coefficient and ground acceleration; • Parameters for the design of slab -on -grade floors including recommendations for placement of capillary break material and vapor barrier below the slabs; • Structural fill recommendations for the use, placement, and compaction of on-site soils and imported fill materials in the building and pavement areas; • Construction and excavation considerations, topsoil/unsuitable soil stripping depth, identification of any problematic soils or groundwater conditions, depth of over -excavation if required; • Design criteria for temporary excavations; • Discussion of relevant pavement design parameters and recommended pavement design; • Compaction recommendations for subgrade and various pavement layers; • Recommendations for site drainage and erosion control. PROPOSED CONSTRUCTION It is our understanding that the current plans include a new auto parts store to be constructed at this site. New underground utilities will likely be installed, connecting off-site utilities with the planned building. We anticipate that the parking lot will include a new asphalt pavement section. In the AutoZone request for proposal, we were provided with the following building foundation and pavement descriptions. • Floor Loads: 100 pounds per square foot • Interior Column Loads: 30,000 to 70,000 pounds • Exterior Column Loads: 20,000 to 50,000 pounds • Wall Loads: 3,000 pounds per lineal foot • Maximum allowable total settlements & differential settlements: 1 -inch & '/2-inche respectively • Heavy Duty: 30,567 18 -kip EAL'S over a 20 year design life (4.20 18 -kip EAL'S per day) • Standard Duty: 11,279 18 -kip EAL'S over a 20 year design life (1.54 18 -kip EAL'S per day) Krazan & Associates, Inc. Eleven Offices Serving The Western United States KA No. 062-13003 March 22, 2013 Page No. 3 SITE CONDITIONS The site is located at 16421 Tukwila International Boulevard (Highway 99) in Tukwila, Washington. The site is situated on gentle east to southeast facing slopes. The property is irregular in shape and it appears that the site was previously graded. We did not observe surface water and significant surface erosion on the site at the time of our visit. There is a catch basin north of northeast corner of the site. The site is accessed by a paved street from Tukwila International Boulevard. There is a four foot tall ecology block wall trending north south across the north -central portion of the site, which separates the northern portion of the property into two tiers. The toe of the block wall was not embedded. The upper tier is accessed by two ramps. These ramps are located in the northeastern and southeastern portions of the upper tier. The upper tier, west of the wall is currently used as storage facility for a towing company. The upper tier is approximately 4.0 to 5.0 feet higher than the lower tier and is nearly level. The upper tier is vegetated with shrubs and grasses. The lower tier, east of the wall is relatively level and is currently used as an auto sales facility. The asphalt pavement on the lower tier is cracked and potholed. There is a single -story commercial building on the southern portion of the lower tier that covers approximately 480 square feet. The southern portion of the property consists of paved parking lot and is relatively level. GEOLOGIC SETTING The Geologic Map of the Des Moines 7.5 Quadrangle, King County, Washington compiled by Derek B. Booth and Howard H. Waldron (USGS, 2004) indicates that the property is underlain by Till (Qvt). In general, the Till is described as compact diamict containing sub -rounded to well-rounded clasts, glacially transported and deposited at the base of continental ice sheet. FIELD INVESTIGATION A total of five (5) exploratory soil borings were completed to evaluate the subsurface soil and groundwater conditions in the proposed site development area. The soil borings were completed on March 11, 2013 with a truck -mounted drill rig from ESN NW, Inc. The soil borings were advanced to depths ranging from 13 to 16.0 feet below the existing ground surface. A field engineer from Krazan and Associates was present during the explorations, examined the soils and geologic conditions encountered, obtained samples of the different soil types, and maintained logs of the explorations. Representative samples of the subsurface soils encountered in the geotechnical borings were collected and sealed in plastic bags. These samples were transported to one of our laboratories for further examination and verification of the field classifications. The soils encountered in the exploratory borings were continuously examined and visually classified in accordance with the Unified Soil Classification System (USCS). Krazan & Associates, Inc. Eleven Offices Serving The Western United States KA No. 062-13003 March 22, 2013 Page No. 4 SOIL PROFILE AND SUBSURFACE CONDITIONS This section of the report is intended to provide a general description the subsurface conditions. More detailed descriptions of each of the borings advanced during the field investigation is presented in the soil boring logs in Appendix A. B-1 encountered 0.5 feet of organic topsoil underlain by moist to wet, loose, light gray to brown silty sand with gravel to a depth of approximately 7.5 feet below ground surface (bgs). We interpreted this material to be undocumented fill. Underlying this layer, B-1 encountered moist, dense to very dense, light gray silty sand with gravel to the depth explored at 16.5 feet bgs. We interpreted this material to be native glacial till. B-2 encountered 0.5 feet of organic topsoil underlain by moist to wet, loose to medium dense, gray to brown fine to coarse sand with gravel and silt to a depth of approximately 10.0 feet bgs. Underlying this layer, B-2 encountered moist, very dense light gray to brown silty sand with gravel to a depth explored at 14.0 feet bgs. We interpreted this material to be native glacial till. B-3 encountered 0.5 feet of organic topsoil underlain by moist to wet, medium dense, gray to brown fine to coarse sand with gravel and silt to a depth of approximately 10.0 feet bgs. Underlying this layer, B-3 encountered moist, very dense, light gray silty sand with gravel to a depth explored at 13.5 feet bgs. We interpreted this material to be native glacial till. B-4 encountered moist to wet, medium dense to dense, gray to brown fine to coarse sand with gravel and silt to a depth of approximately 9.5 feet bgs. Underlying this layer, B-4 encountered moist, very dense, light gray silty sand with gravel to a depth explored at 13.5 feet bgs. We interpreted this material to be native glacial till. B-5 encountered moist, very dense light gray silty sand with gravel to a depth explored at 13.0 feet bgs. We interpreted this material to be native glacial till. GROUNDWATER The soil borings were checked for the presence of groundwater during exploratory drilling operations. Groundwater was encountered at approximately 7.0 feet bgs in Boring B-1 and at approximately 5.0 feet below ground surface (bgs) in Boring B-2, B-3 and B-4 and. We interpreted the groundwater to be perched groundwater seepage. Perched groundwater occurs when surface water infiltrates through less dense, more permeable soils and accumulates on top of a relatively low permeability soil layers. Perched groundwater does not represent a regional groundwater "table" within the upper soil horizons. Perched groundwater tends to vary spatially and is dependent upon the amount of rainfall. We would expect the amount of perched groundwater to decrease during drier times of the year and increase during wetter periods. Krazan & Associates, Inc. Eleven Offices Serving The Western United States KA No. 062-13003 March 22, 2013 Page No. 5 It should be recognized that groundwater elevations may fluctuate with time. The groundwater level will be dependent upon seasonal precipitation, irrigation, land use, and climatic conditions, as well as other factors. Therefore, groundwater levels at the time of the field investigation may be different from those encountered during the construction phase of the project. The evaluation of such factors is beyond the scope of this report. GEOLOGIC HAZARDS Erosion Concern/Hazard The Natural Resources Conservation Services (NRCS) for King County does not map the site. Based on our experience with similar soils and the vicinity, it is our opinion that the site soils have a slight to moderate potential for erosion in a disturbed state. It has been our experience that soil erosion potential can be minimized through landscaping and surface water runoff control. Typically, erosion of exposed soils will be most noticeable during periods of rainfall and may be controlled by the use of normal temporary erosion control measures, i.e., silt fences, hay bales, mulching, control ditches or diversion trenching, and contour furrowing. Erosion control measures should be in place before the onset of wet weather. Seismic Hazard The soil borings indicate that the site is underlain by medium dense to very dense sand with gravel and silty sand with gravel to a depth of approximately 16 feet below ground surface. We interpret dense to very dense native soils to exist beyond the depth explored of approximately 16 feet, and in our opinion, the overall soil profile corresponds to Site Class C as defined by Table 1613.5.2 of the 2009 International Building Code. Site Class C applies to a very dense soil profile. We referred to the U.S. Geological Survey (USGS) Earthquake Hazards Program Website and 2009 IBC to obtain values for Ss, S,, FA, and Fv. The USGS website includes the most updated published data on seismic conditions. The seismic design parameters for this site are shown in the following table. Krazan & Associates, Inc. Eleven Offices Serving The Western United States KA No. 062-13003 March 22, 2013 Page No. 6 Seismic Item Value IBC Reference Site Class C Table 1613.5.2 Site Coefficient Fa 1.000 Table 1613.5.3 (1) SS 1.463 g Figure 1613.5 (3) SMS 1.463 g Table 1613.5.3 SDS 0.975 g Table 1613.5.4 Site Coefficient F,, 1.300 Table 1613.5.3 (2) Si 0.503 g Figure 1613.5 (4) SMl 0.654 g Section 1613.5.3 SDI 0.436 g Section 1613.5.4 Additional seismic considerations include liquefaction potential and amplification of ground motions by soft soil deposits. The liquefaction potential is highest for loose sand with a high groundwater table. The medium dense to very dense silty sand and gravel soils interpreted to underlie the site at depth are considered to have a low potential for liquefaction and amplification of ground motion. CONCLUSIONS AND RECOMMENDATIONS General It is our opinion from a geotechnicalstandpoint that the site is compatible with the planned development. Our explorations indicated that the site is underlain by competent native glacial till soil. In the eastern portion of the site the till was generally encountered within one feet of the surface. In the northern portion of the site our exploratory borings encountered till overlain by approximately seven and one-half (7.5) to ten (10) feet of undocumented fill. We recommend that the surficial organics and loose soils be stripped to expose the underlying medium dense or firmer native soil. The native soil should provide adequate support for foundations, slabs, and pavement. We recommend that the buildings be designed utilizing shallow spread foundations. Footings should extend through any organic soil, loose soil, or undocumented fill and be founded on the underlying medium dense or firmer native soil or structural fill extending to the competent native soils. Based on our explorations, the dense native soil should typically be encountered approximately one (1) to two (2) feet below the existing surface in the eastern portion of the site. However, seven and one-half (7.5) to ten (10) feet of undocumented fill was encountered in our borings in the northwestern portion of the site. Deeper areas of loose soils could be encountered in the unexplored areas of the site. Krazan & Associates, Inc. Eleven Offices Serving The Western United States KA No. 062-13003 March 22, 2013 Page No. 7 Alternatively, if the undocumented fill were to be left in place, the plans could incorporate a deep foundation system using pin piles to transfer foundation loads through the undocumented fill to the underlying competent native soil. This is discussed further in the Foundations subsection of this report. The soils encountered on this site are considered moisture -sensitive and will be easily disturbed and difficult to compact when wet. We recommend that construction take place during the drier summer months, if possible. If construction is to take place during wet weather, additional expenses and delays should be expected due to the wet conditions. Additional expenses could include the need for placing a blanket of rock spalls to protect exposed subgrades and construction traffic areas. The non-organic on-site soils could be used as structural fill material provided the moisture content is near optimum and the soil could be suitably compacted to specifications. This will depend on the moisture content of the soils at the time of construction. Krazan and Associates should be retained to determine if the on-site soils can be used as structural fill material at the time of construction. Site Preparation General site clearing should include removal of vegetation; trees and associated root systems; wood; abandoned utilities; structures including foundations, basement walls and floors; rubble; and rubbish. Site stripping should extend until all organics in excess of 3 percent by volume are removed. These materials will not be suitable for use as structural fill. However, stripped topsoil may be stockpiled and reused in landscape or non-structural areas. After stripping is completed, the building pad and pavement areas should be proof -rolled with a tandem - axle loaded dump truck and be visually inspected to identify any loose areas. Any loose soils should be excavated to expose firm native soils. The resulting excavations should be filled with approved on-site material, or imported materials placed as structural fill. Structural fill material should be within ± 2 percent of the optimum moisture content, and the soils should be compacted to a minimum of 95 percent of the maximum dry density as determined by ASTM D1557 Test Method. During wet weather conditions, which typically occur from October through May, subgrade stability problems and grading difficulties may develop due to excess moisture, disturbance of moisture sensitive soils and/or the presence of perched groundwater. Earthwork construction during extended periods of wet weather could create the need to remove wet disturbed soils if they cannot be suitably compacted due to elevated moisture contents. The on-site soils encountered in our soil borings have significant silt content, and are considered to be moisture sensitive. Silty soils typically disturb easily and are difficult to compact when wet. If over -excavation is necessary, it should be confirmed through continuous monitoring and testing by a qualified geotechnical engineer or geologist. Soils that have become unstable may require drying to near their optimal moisture content before compaction is feasible. Selective drying may be accomplished by scarifying or windrowing surficial material during extended periods of dry, warm weather (typically during the summer months). If the soils cannot be dried back to a workable moisture condition, remedial measures may be required. Preparation of the site for wet Krazan & Associates, Inc. Eleven Offices Serving The Western United States KA No. 062-13003 March 22, 2013 Page No. 8 weather conditions may consist of the placement of a layer of aggregate base for the protection of exposed soils during construction. It should be understood that even if Best Management Practices (BMP's) for soil protection are implemented for the wet season, there is a significant chance that additional soil mitigation work will be needed. Any buried structures encountered during construction should be completely removed and backfilled with structural fill. Excavations, depressions, or soft and pliant areas extending below the planned subgrade elevations should be excavated to expose medium dense or firmer soil, and backfilled with structural fill. In general, any septic tanks, underground storage tanks, debris pits, cesspools, or similar structures and deleterious materials should be completely removed. Any concrete footings encountered in the planned foundation area should be removed to depth of at least 3 feet below proposed footing elevations or as recommended by the geotechnical engineer. The resulting excavations should be backfilled with structural fill. A representative of our firm should be available on request during all grading operations to observe, test and evaluate earthwork construction. This testing and observation is an integral part of our service, as acceptance of earthwork construction is dependent upon compaction and stability of the material. The geotechnical engineer may reject any material that does not meet compaction and stability requirements. Further recommendations, contained in this report, are predicated upon the assumption that earthwork construction will conform to the recommendations set forth in this section and in the Structural Fill section below. Structural Fill Fill placed beneath foundations, pavement, or other settlement -sensitive structures should be placed as structural fill. Structural fill, by definition, is placed in accordance with prescribed methods and standards, and is monitored by an experienced geotechnical professional. Field monitoring procedures would include the performance of a representative number of in-place density tests to document the attainment of the desired degree of relative compaction. The area to receive the fill should be suitably prepared as described in the Site Preparation subsection of this report prior to beginning fill placement. Best Management Practices (BMP's) should be followed when considering the suitability of the existing materials for use as structural fill. The on-site soils are generally considered suitable for reuse as structural fill, provided the soil is relatively free of organic material and debris, and it is within ± 2 percent of the optimum moisture content. If the native soils are stockpiled for later use as structural fill, the stockpiles should be covered to protect the soil from wet weather conditions. We recommend that a representative of Krazan & Associates be on site during the excavation work to determine which soils are suitable for structural fill. Krazan & Associates, Inc. Eleven Offices Serving The Western United States KA No. 062-13003 March 22, 2013 Page No. 9 Imported structural fill material should consist of well -graded gravel or a sand and gravel mixture with a maximum grain size of 3 inches and less than 5 percent fines (material passing the U.S. Standard No. 200 Sieve). All structural fill material should be submitted for approval to the geotechnical engineer at least 48 hours prior to delivery to the site. Fill soils should be placed in horizontal lifts not exceeding 8 inches in thickness prior to compaction, moisture -conditioned as necessary, (moisture content of soil shall not vary by more than ±2 percent of optimum moisture) and the material should be compacted to at least 95 percent of the maximum dry density based on ASTM D1557 Test Method. In-place density tests should be performed on all structural fill to document proper moisture content and adequate compaction. Additional lifts should not be placed if the previous lift did not meet the compaction requirements or if soil conditions are not considered stable. Foundations General: The proposed building may be supported on a shallow foundation system bearing on the medium dense to very dense native soils, or on structural fill extending to the medium dense or better native soils. Alternatively, the proposed building may be founded on piling extending through the soft soils into the underlying dense to very dense native soils. Based on our explorations, the medium dense or firmer native soil should typically be encountered near the surface in the eastern portion of the site and approximately 10 feet below the surface in the northern portion of the site. It is possible that deeper areas of soft/loose soils could be encountered in the unexplored areas of the property. The soil borings near the north side of the proposed building pad encountered soft/loose saturated soils at depth and caving conditions may be encountered in excavations in these areas. Shallow Foundations: The proposed building may be supported on a shallow foundation system bearing on the medium dense or firmer native soils, or on structural fill extending to the medium dense or firmer native soils. Footings should have a minimum embedment depth of 18 inches below the finished adjacent grade for frost protection and bearing capacity considerations. Footing widths should be based on the anticipated loads and allowable soil bearing pressure. Footings should have a minimum width of 12 inches regardless of load. Water should not be allowed to accumulate in foundation excavations. All loose or disturbed soil should be removed from the foundation excavation prior to placing concrete. Krazan & Associates, Inc. Eleven Offices Serving The Western United States KA No. 062-13003 March 22, 2013 Page No. 10 Depending on how the site is graded it may be necessary to remove loose undocumented fill soil from the foundation subgrade. Conventional shallow spread foundations should be placed on the undisturbed medium dense or firmer native soils or be supported on structural fill including rock spalls or Control Density Fill (CDF) extending to those soils. Where loose soils or undocumented fill are encountered at the planned footing elevations, the subgrade should be over -excavated to expose suitable bearing soil. To reduce the volume of extra excavation needed for the footing trenches and to simplify structural fill placement, it may be practical to place Control Density Fill (CDF) to fill the deeper footing trenches to the planned footing subgrade elevations. CDF compressive strengths should be on the order of 250 pounds per square inch (psi). If CDF is used, the trench may be excavated only slightly wider (6 inches wider on each side) than the footing. If rock spalls or structural fill soils are used, the trenches would need to be widened on both sides of the footing a distance equal to one-half of the depth of the over - excavation below the bottom of the footing. Exterior footings should have a minimum depth of 18 inches below pad subgrade (soil grade) or adjacent exterior grade, whichever is lower. Interior footings should have a minimum depth of 12 inches below pad subgrade (soil grade) or adjacent exterior grade, whichever is lower. Footing widths should be based on the anticipated loads and allowable soil bearing pressure. Water should not be allowed to accumulate in footing trenches. Footings should have a minimum width of 12 inches regardless of load. All loose or disturbed soil should be removed from the foundation excavation prior to placing concrete. For foundations constructed as outlined above, we recommend an allowable design bearing capacity of 2,500 pounds per square foot (psf) may be used for foundation design for this project. A representative of Krazan and Associates should evaluate the foundation bearing soil prior to footing form construction. We should be consulted if higher bearing pressures are needed. Resistance to lateral footing displacement can be computed using an allowable friction factor of 0.35 acting between the bases of foundations and the supporting subgrade. Lateral resistance for footings can alternatively be developed using an allowable equivalent fluid passive pressure of 250 pounds per cubic foot (pcf) acting against the appropriate vertical footing faces (neglecting the upper 24 inches). The allowable friction factor and allowable equivalent fluid passive pressure values include a factor of safety of 1.5. The frictional and passive resistance of the soil may be combined without reduction in determining the total lateral resistance. A 1/3 increase in the above values may be used for short duration wind and seismic loads. Structural fill should be compacted to at least 95 percent of the maximum dry density based on ASTM Test Method D1557. Footing excavations should be inspected by Krazan & Associates to verify that the foundations will bear on suitable material. For foundations constructed as recommended, the total settlement is not expected to exceed 1 -inch. Differential settlement, along a 20 -foot exterior wall footing, or between adjoining column footings should be less than 1/2 inch. Most settlement is expected to occur during construction, as the loads are Krazan & Associates, Inc. Eleven Offices Serving The Western United States KA No. 062-13003 March 22, 2013 Page No. 11 applied. However, additional post -construction settlement may occur if the foundation soils are flooded or saturated. It should be noted that the risk of soil liquefaction during a seismic event is considered low, given the composition and density of the site soils. Seasonal rainfall, water run-off, and the normal practice of watering trees and landscaping areas around the proposed structures, should not be permitted to flood and/or saturate footings. To prevent the buildup of water within the footing areas, continuous footing drains (with cleanouts) should be installed at the bases of the footings. The footing drains should consist of a 4 -inch minimum diameter rigid PVC perforated pipe, sloped to drain, with perforations placed near the bottom and enveloped by 1 -inch sized washed rock in all directions and filter fabric to limit the migration of fines into the drains. It is recommended that the utility trenches under structures and pavement be compacted as structural fill, as specified in our report, to minimize the transmission of moisture through the utility trench backfill. Special attention to the drainage and irrigation around the building is recommended. Positive drainage should be established away from the structure and should be maintained throughout the life of the structure. Water should not be allowed to accumulate adjacent to the structure. Over -irrigation within landscaped areas adjacent to the structure should not be allowed. In addition, adequate ventilation of the structure is recommended to reduce the accumulation of interior moisture. Deep Foundations — Pin Piles: Alternatively, it may be feasible to install a deep foundation system to transfer the building loads through the undocumented fill and soft/loose soils to be supported on the dense to very dense native glacial soils. The deep foundation system could be used to limit excavation at the site. Steel pin piles with a 4 -inch diameter should be driven using a track -mounted hydraulic hammer, with an energy rating of at least 1,100 foot -lb. For this pile and hammer size, we recommend a design capacity of eight tons for each pile driven to refusal. The refusal criterion for this pile and hammer size is defined as less than one inch of movement during 20 seconds of continuous driving. The above design capacities for the 4 -inch diameter piles are based on theoretical numerical pile driving analysis. If higher pile capacities are desired, we recommend that a minimum of one pile load test be performed to verify the higher design values. We recommend that the piles be loaded to at least 200 percent of the design capacity, and that we be retained to observe the pile load test. A factor of safety of two could be used to reduce the ultimate capacity achieved from the pile load test to a design capacity. Actual pile load test procedures could be discussed with your contractor at the time of testing. We do not recommend using a design capacity of more than 10 tons for 4 -inch pin piles, regardless of the outcome of the pile load tests. We should be retained to review final plans, monitor installation of the piles, and evaluate pile refusal as well as pile load tests. Final pile depths should be expected to vary somewhat and will depend on the actual depth of the existing fill and nature of the underlying competent soils and ground water conditions. The pin piles should penetrate a minimum of five feet into the dense or better native soil in order to develop the design Krazan & Associates, Inc. Eleven Offices Serving The Western United States KA No. 062-13003 March 22, 2013 Page No. 12 capacity. Piles that do not meet this minimum embedment criterion or piles that are obstructed on debris in the fill should be rejected, and replacement piles should be driven after consulting with the structural engineer on the new pile locations. If debris exists in the fill material at the site, there is a possibility that this material may obstruct some piles. There should be contingencies in the budget and design for additional/relocated piles Due to the relatively small slenderness ratio of pin piles, maintaining pin pile confinement and lateral support is essential to preventing pile buckling. Pin piles should not stick above the finished ground surface. Vertically driven pin piles do not provide meaningful lateral capacity. However, battered piles can provide a lateral resistance component. The structural engineer should determine the degree of batter, and the number and locations of battered piles. We recommend that the battered piles be embedded a minimum of six inches into the foundation concrete and that sufficient steel reinforcement be placed around the piles to ensure a good connection to the foundation. Temporary Excavations The on site soils have variable cohesion strengths, therefore the safe angles to which these materials may be cut for temporary excavations is limited, as the soils may be prone to caving and slope failures in temporary excavations deeper than 4 feet. Temporary excavations in the medium dense native soils should be sloped no steeper than 1H: 1V (horizontal to vertical) where room permits. The soil borings near the north side of the proposed building pad encountered soft/loose saturated soils at depth and caving conditions may be encountered in excavations in these areas. All temporary cuts should be in accordance with Washington Administrative Code (WAC) Part N, Excavation, Trenching, and Shoring. The temporary slope cuts should be visually inspected daily by a qualified person during construction work activities and the results of the inspections should be included in daily reports. The contractor is responsible for maintaining the stability of the temporary cut slopes and minimizing slope erosion during construction. The temporary cut slopes should be covered with plastic sheeting to help minimize erosion during wet weather and the slopes should be closely monitored until the permanent retaining systems are complete. Materials should not be stored and equipment operated within 10 feet of the top of any temporary cut slope. A Krazan & Associates geologist or geotechnical engineer should observe, at least periodically, the temporary cut slopes during the excavation work. The reasoning for this is that all soil conditions may not be fully delineated by the limited sampling of the site from the geotechnical explorations. In the case of temporary slope cuts, the existing soil conditions may not be fully revealed until the excavation work exposes the soil. Typically, as excavation work progresses the maximum inclination of the temporary slope will need to be evaluated by the geotechnical engineer so that supplemental recommendations can be made. Soil and groundwater conditions can be highly variable. Scheduling for soil work will need to be adjustable, to deal with unanticipated conditions, so that the project can proceed smoothly and Krazan & Associates, Inc. Eleven Offices Serving The Western United States KA No. 062-13003 March 22, 2013 Page No. 13 required deadlines can be met. If any variations or undesirable conditions are encountered during construction, Krazan & Associates should be notified so that supplemental recommendations can be made. Erosion and Sediment Control Erosion and sediment control (ESC) is used to minimize the transportation of sediment to wetlands, streams, lakes, drainage systems, and adjacent properties. Erosion and sediment control measures should be taken and these measures should be in general accordance with local regulations. As a minimum, the following basic recommendations should be incorporated into the design of the erosion and sediment control features of the site: 1) Phase the soil, foundation, utility and other work, requiring excavation or the disturbance of the site soils, to take place during the dry season (generally May through September). However, provided precautions are taken using Best Management Practices (BMP's), grading activities can be undertaken during the wet season (generally October through April), but it should also be known that this may increase the overall cost of the project. 2) All site work should be completed and stabilized as quickly as possible. 3) Additional perimeter erosion and sediment control features may be required to reduce the possibility of sediment entering the surface water. This may include additional silt fences, silt fences with a higher Apparent Opening Size (AOS), construction of a berm, or other filtration systems. 4) Any runoff generated by dewatering discharge should be treated through construction of a sediment trap if there is sufficient space. If space is limited, other filtration methods will need to be incorporated. Groundwater Influence on Structures and Earthwork Construction Perched groundwater seepage was encountered at depths of approximately 5.0 to 7.0 feet below the ground surface in the soil borings at the time of our site visit and was interpreted as perched groundwater. If groundwater is encountered during construction, we should observe the conditions to determine if dewatering will be needed. Design of temporary dewatering systems to remove groundwater should be the responsibility of the contractor. If earthwork is performed during or soon after periods of precipitation, the subgrade soils may become saturated. These soils may "pump," and the materials may not respond to densification techniques. Typical remedial measures include: disking and aerating the soil during dry weather; mixing the soil with drier materials; removing and replacing the soil with an approved fill material. A qualified geotechnical engineering firm should be consulted prior to implementing remedial measures to observe the unstable subgrade conditions and provide appropriate recommendations. Krazan & Associates, Inc. Eleven Offices Serving The Western United States KA No. 062-13003 March 22, 2013 Page No. 14 Drainage The ground surface should slope away from building pads and pavement areas, toward appropriate drop inlets or other surface drainage devices. It is recommended that adjacent exterior grades be sloped a minimum of 2 percent for a minimum distance of 5 feet away from structures. Roof drains should be tightlined away from foundations. Roof drains should not be connected to the footing drains. Subgrade soils in pavement areas should be inclined at a minimum of 1 percent and drainage gradients should be maintained to carry all surface water to collection facilities, and suitable outlets. These grades should be maintained for the life of the project. Specific recommendations for and design of storm water disposal systems or septic disposal systems are beyond the scope of our services and should be prepared by other consultants that are familiar with design and discharge requirements. Utility Trench Backfill Utility trenches should be excavated according to accepted engineering practices following OSHA (Occupational Safety and Health Administration) standards, by a contractor experienced in such work. The responsibility for the safety of open trenches should be borne by the contractor. Traffic and vibration adjacent to trench walls should be minimized; cyclic wetting and drying of excavation side slopes should be avoided. All utility trench backfill should consist of suitable on-site material or imported granular material. Utility trench backfill placed in or adjacent to buildings and exterior slabs should be compacted to at least 95 percent of the maximum dry density based on ASTM Test Method D1557. The upper 5 feet of utility trench backfill placed in pavement areas should be compacted to at least 95 percent of the maximum dry density based on ASTM Test Method D1557. Below 5 feet, utility trench backfill in pavement areas should be compacted to at least 90 percent of the maximum dry density based on ASTM Test Method D1557. Pipe bedding should be in accordance with the pipe manufacturer's recommendations. The contractor is responsible for removing all water -sensitive soils from the trenches regardless of the backfill location and compaction requirements. The contractor should use appropriate equipment and methods to avoid damage to the utilities and/or structures during fill placement and compaction. Lateral Earth Pressures and Retaining Walls Development plans had not been completed at the time this report was prepared and we do not know if retaining walls are planned for the project. We have developed criteria for the design of retaining or below grade walls. Our design parameters are based on retention of the in-place soils. The parameters are also based on level, well -drained wall backfill conditions. Walls may be designed as "restrained" retaining walls based on "at -rest" earth pressures, plus any surcharge on top of the walls as described Krazan & Associates, Inc. Eleven Offices Serving The Western United States KA No. 062-13003 March 22, 2013 Page No. 15 below, if the walls are braced to restrain movement and/or movement is not acceptable. Unrestrained walls may be designed based on "active" earth pressure, if the walls are not part of the buildings and some movement of the retaining walls is acceptable. Acceptable lateral movement equal to at least 0.2 percent of the wall height would warrant the use of "active" earth pressure values for design. We recommend that walls supporting horizontal backfill and not subjected to hydrostatic forces be designed using a triangular earth pressure distribution equivalent to that exerted by a fluid with a density of 35 pcf for yielding (active condition) walls, and 55 pcf for non -yielding (at -rest condition) walls. The following table, titled Wall Design Criteria, presents the recommended soil related design parameters for retaining walls with well -drained level backfill. Contact Krazan & Associates, Inc. if an alternate retaining wall system is used. Wall Design Criteria "At -rest" Conditions (Lateral Earth Pressure) 55 pcf (Equivalent Fluid Density) (Triangular Distribution) "Active" Conditions (Lateral Earth Pressure) 35 pcf (Equivalent Fluid Density) (Triangular Distribution) Seismic Increase for "At -rest" Conditions (Lateral Earth Pressure) 15H* (Uniform Distribution) Seismic Increase for "Active" Conditions (Lateral Earth Pressure) 6H* (Uniform Distribution) Passive Earth Pressure on Low Side of Wall (Allowable, includes F.S. = 1.5) Neglect upper 2 feet, then 130 pcf (Equivalent Fluid Density) Soil -Footing Coefficient of Sliding (Allowable; includes F.S. = 1.5) Friction 0.35 `H is the height of the wall; Increase based on one in 2,500 year seismic event (2 percent probability of being exceeded in 50 years) The stated lateral earth pressures do not include the effects of hydrostatic pressure generated by water accumulation behind the retaining walls or loads imposed by construction equipment, foundations or roadways (surcharge loads). To minimize the lateral earth pressure and prevent the buildup of water pressure against the walls, continuous footing drains (with cleanouts) should be provided at the bases of the walls. The footing drains should consist of a 4 -inch minimum diameter rigid PVC perforated pipe, sloped to drain, with perforations placed down and enveloped by 6 inches of washed gravel in all directions and filter fabric to limit the migration of fines into the drain. The backfill adjacent to and extending a lateral distance of at least 2 feet behind the walls should consist of free -draining granular material. All free draining backfill should contain less than 3 percent fines Krazan & Associates, Inc. Eleven Offices Serving The Western United States KA No. 062-13003 March 22, 2013 Page No. 16 (passing the U.S. Standard No. 200 Sieve) based upon the fraction passing the U.S. Standard No. 4 Sieve with at least 30 percent of the material being retained on the U.S. Standard No. 4 Sieve. It should be realized that the primary purpose of the free -draining material is the reduction of hydrostatic pressure. Some potential for the moisture to contact the back face of the wall may exist, even with treatment, which may require that more extensive waterproofing be specified for walls, which require interior moisture sensitive finishes. We recommend that the backfill be compacted to at least 95 percent of the maximum dry density based on ASTM Test Method D1557. In-place density tests should be performed to verify adequate compaction. Soil compactors place transient surcharges on the backfill. Consequently, only light hand operated equipment is recommended for fill compaction within 3 feet of walls so that excessive stress is not imposed on the walls. Pavement Design The near -surface subgrade soils generally consist of medium dense sand with gravel and silty sand with gravel. These soils are rated as good for pavement subgrade material. We estimate that the subgrade will have a California Bearing Ratio (CBR) value of 10 and a modulus of subgrade reaction value of k = 200 pci, provided the subgrade is prepared in general accordance with our recommendations. If loose soils are encountered in the pavement subgrade, we recommend that subgrade modification techniques be considered. Subgrade modification typically includes the over -excavation of unsuitable materials, the placement of a geotextile fabric at the bottom of the over -excavated area, and then the placement of structural fill. We recommend the use of a high-strength geotextile separation fabric, such as Mirafi 600X or equivalent for the geotextile. Subgrade modification such as this is intended to disperse surcharge loads and therefore aid in pavement performance. Where loose soils are encountered in the pavement subgrade, we recommend over -excavation of the loose soil to at least 12 inches below the planned pavement subgrade elevation. The high strength geotextile would then be placed over the exposed soil and the area would be filled to the planned pavement subgrade elevation with structural fill. The structural fill should be compacted to at least 95 percent of the maximum dry density as determined by ASTM Test Method D1557. In-place density tests should be performed to verify proper moisture content and adequate compaction. In areas where the pavement subgrade consists of firm and unyielding soils, a proof roll of the pavement subgrade soil may be performed in lieu of the compaction and in-place density tests. The recommended flexible pavement section is based on design CBR value that is achieved only with the proper subgrade preparation. It should be noted that subgrade soils that have relatively high silt content may be highly sensitive to moisture conditions. The subgrade strength and performance characteristics of a silty subgrade material may be dramatically reduced if this material becomes wet. Traffic loads of 11,279 18 -kip EAL'S over a 20 year design life (1.54 18 -kip EAL'S per day) for standard duty and 30,567 18 -kip EAL'S over a 20 year design life (4.20 18 -kip EAL'S per day) for Krazan & Associates, Inc. Eleven Offices Serving The Western United States KA No. 062-13003 March 22, 2013 Page No. 17 heavy duty pavement were provided. The following tables show the recommended pavement sections for light duty and heavy duty use. ASPHALTIC CONCRETE (FLEXIBLE) PAVEMENT STANDARD DUTY Asphaltic Concrete Aggregate Base* Compacted Subgrade* ** 3.0 in. 6.0 in. 12.0 in. HEAVY DUTY Asphaltic Concrete Aggregate Base* Compacted Subgrade* ** 4.0 in. 6.0 in. 12.0 in. PORTLAND CEMENT CONCRETE (RIGID) PAVEMENT 4000 psi with FIBER MESH LIGHT DUTY Min. PCC Depth Aggregate Base* Compacted Subgrade* ** 5.0 in. 4.0 in. 12.0 in. HEAVY DUTY Min. PCC Depth Aggregate Base* Compacted Subgrade* ** 6.0 in. 4.0 in. 12.0 in. * 95% compaction based on ASTM Test Method D1557 ** A proof roll may be performed in lieu of in place density tests The pavement specification in Appendix C provides additional recommendations including Subbase material. The asphaltic concrete depth in the flexible pavement tables should be a surface course type asphalt, such as Washington Department of Transportation (WSDOT) Y2 inch HMA. The rigid pavement design is based on a Portland Cement Concrete (PCC) mix that has a 28 day compressive strength of 4,000 pounds per square inch (psi) with a fiber mesh. The design is also based on a concrete flexural strength or modulus of rupture of 475 psi. Testing and Inspection A representative of Krazan & Associates, Inc. should be present at the site during the earthwork activities to confirm that actual subsurface conditions are consistent with the exploratory fieldwork. This activity is an integral part of our services as acceptance of earthwork construction is dependent Krazan & Associates, Inc. Eleven Offices Serving The Western United States KA No. 062-13003 March 22, 2013 Page No. 18 upon compaction testing and stability of the material. This representative can also verify that the intent of these recommendations is incorporated into the project design and construction. Krazan & Associates, Inc. will not be responsible for grades or staking, since this is the responsibility of the Prime Contractor. Furthermore, Krazan & Associates is not responsible for the contractor's procedures, methods, scheduling or management of the work site. LIMITATIONS Geotechnical engineering is one of the newest divisions of Civil Engineering. This branch of Civil Engineering is constantly improving as new technologies and understanding of earth sciences improves. Although your site was analyzed using the most appropriate current techniques and methods, undoubtedly there will be substantial future improvements in this branch of engineering. In addition to improvements in the field of geotechnical engineering, physical changes in the site either due to excavation or fill placement, new agency regulations or possible changes in the proposed structure after the time of completion of the soils report may require the soils report to be professionally reviewed. In light of this, the owner should be aware that there is a practical limit to the usefulness of this report without critical review. Although the time limit for this review is strictly arbitrary, it is suggested that two years be considered a reasonable time for the usefulness of this report. Foundation and earthwork construction is characterized by the presence of a calculated risk that soil and groundwater conditions have been fully revealed by the original foundation investigation. This risk is derived from the practical necessity of basing interpretations and design conclusions on limited sampling of the earth. Our report, design conclusions and interpretations should not be construed as a warranty of the subsurface conditions. Actual subsurface conditions may differ, sometimes significantly, from those indicated in this report. The recommendations made in this report are based on the assumption that soil conditions do not vary significantly from those disclosed during our field investigation. The findings and conclusions of this report can be affected by the passage of time, such as seasonal weather conditions, manmade influences, such as construction on or adjacent to the site, natural events such as earthquakes, slope instability, flooding, or groundwater fluctuations. If any variations or undesirable conditions are encountered during construction, the geotechnical engineer should be notified so that supplemental recommendations can be made. The conclusions of this report are based on the information provided regarding the proposed construction. If the proposed construction is relocated or redesigned, the conclusions in this report may not be valid. The geotechnical engineer should be notified of any changes so that the recommendations can be reviewed and reevaluated. Misinterpretations of this report by other design team members can result in project delays and cost overruns. These risks can be reduced by having Krazan & Associates, Inc. involved with the design teams meetings and discussions after submitting the report. Krazan & Associates, Inc. should also be retained for reviewing pertinent elements of the design team's plans and specifications. Contractors can Krazan & Associates, Inc. Eleven Offices Serving The Western United States KA No. 062-13003 March 22, 2013 Page No. 19 also misinterpret this report. To reduce this, risk Krazan & Associates. Inc. should participate in pre-bid and preconstruction meetings, and provide construction observations during the site work. This report is a geotechnical engineering investigation with the purpose of evaluating the soil conditions in terms of foundation design. The scope of our services did not include any environmental site assessment for the presence or absence of hazardous and/or toxic materials in the soil, groundwater or atmosphere, or the presence of wetlands. Any statements or absence of statements, in this report or on any soils log regarding odors, unusual or suspicious items, or conditions observed are strictly for descriptive purposes and are not intended to convey engineering judgment regarding potential hazardous and/or toxic assessments. The geotechnical information presented herein is based upon professional interpretation utilizing standard engineering practices and a degree of conservatism deemed proper for this project. It is not warranted that such information and interpretation cannot be superseded by future geotechnical developments. We emphasize that this report is valid for this project as outlined above, and should not be used for any other site. Our report is prepared for the exclusive use of our client. No other party may rely on the product of our services unless we agree in advance to such reliance in writing. If you have any questions, or if we may be of further assistance, please do not hesitate to contact our office at (253) 939-2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC. 3/22/13 Michael D. Rundquist, P.E. Senior Project Manager VC:MR Vijay Chaudhary, E.I.T. Staff Engineer Krazan & Associates, Inc. Eleven Offices Serving The Western United States mum 11.1 in oull Nis ►1� 111111111011111111 ■I111 1M1-_� > -1 l.I. L I lila■ate- 1,1 �_ - rand ■.. 11—EEi11I ,11 r ilndi Jiro Ern is 111111111 E MEM MINN NNW I' 4,1 1 .„ 1+11-055 _ 11 1 am, <Nam i.!1 1.. it i.l r; "iiiiii t !■ �•, 1 SeaTc t ,ll __■ in ■Ir '14:::.111,111, X11 � 1��11,1111111:1r1 ▪ 2eT LN i �S IS1STST 1A ■ . �'t.� Am--s1sST,�lllll� to 0 �� 111:(IJg= , • NEI IMMO .9 =S 155TH ST 111 04, 1.) F. +03�r OUT f-R�. soiws Vicinity Map Proposed AutoZone Store Reference: King County Nap Ass 1 N Pr rrE ..-1101 11 I� 11 11 •: •• l!.' llU11I t a 5604 sr 1 1 r-:- �I�rri wwha m Figure 1 { Project Number: 062-13003 Drawn By: V.C. Date: March 2013 KraZall & ASSOCIATES, INC. Not to Scale B-1) Site Plan (Not to Scale) B-4) B-2) 4 Proposed Building B-3 4 Proposed Parking Lot (B-5 4 LEGEND Number and Approximate Location of Soil Boring Approximate Site Boundary Reference: Site Plan based on an untitled, undated drawing provided by client. --ms== Kr aIZ & ASSOCIATES, INC. AutoZone Store - Highway 99 at S. 148th Street, Tukwila, WA Date: March 2013 Project Number: 062-13003 Drawn By: JGL IFigure 2 I Not to scale General Site Information Site Plan (Not to Scale) Nt (B-4] [B-2) 4 Proposed Building (B-31 Proposed Parking Lot (B-11 4 (B-5) LEGEND B-1) Number and Approximate Location of Soil Boring Approximate Site Boundary Reference: Site Plan based on an untitled, undated drawing provided by client. GEOTECHNICAL SITE INFORMATION (GENERAL) Seismic Zone: Site Class C Lateral Earth Pressures: Active: 35 pcf At Rest: 55 pcf Passive: 250 pcf (neglect upper 2 ft) Coefficient of Sliding Friction: 0.35 (Use F.S. 1.5) SITE PREPARATION 1. Remove topsoil, undocumented fill, debris, and soft/loose soils; compact subgrade soils and proof -roll. 2. Structural/Engineered Fill: Use 8 inch lifts; compact fill to 95% or greater per Modified Proctor (ASTM D-1557). 3. Subgrade soils may include variable amounts of silt/fines, and could disturb when wet. 4. Install subdrains or finger drains at stormwater catch basins, as necessary or per civil plans. FOUNDATIONS (See text of report for recommendations regarding foundation support) PAVEMENTS MATERIAL LIGHT HEAVY DUTY DUTY WSDOT 0.5 inch HMA 3.0 in 4.0 in (Wearing Course) 1.25 inch minus crushed rock 6.0 in 6.0 in (Aggregate Course) Kr Z & ASSOCIATES, INC. AutoZone Store - Highway 99 at S. 148th Street, Tukwila, WA Date: March 2013 Project Number: 062-13003 Drawn By: JGL IFigure 3 I Not to scale Appendix A Page A.1 APPENDIX A FIELD INVESTIGATION — LABORATORY TESTING Field Investigation The field investigation consisted of a surface reconnaissance and a subsurface exploration program. Five geotechnical borings were drilled and sampled for the subsurface exploration at this site. The soil borings were drilled to a depth of approximately 13 to 16 feet bgs using a subcontracted drill rig. The approximate locations of the soil borings are shown on the Site Plan in Figure 2. The depths shown on the attached soil boring logs are from the existing ground surface at the time of the explorations. The soils encountered were logged in the field during the exploration and, with supplementary laboratory test data, are described in accordance with the Unified Soil Classification System (USCS). All samples from the explorations were returned to our laboratory for evaluation. The logs of the soil borings along with the laboratory test results are presented in this appendix. Laboratory Testing The laboratory testing program was developed primarily to determine the index properties of the soils. Test results were used for soil classification and as criteria for determining the engineering suitability of the surface and subsurface materials encountered. Test results are included in this appendix. Krazan & Associates, Inc. Offices Serving The Westem United States KRAZAN & ASSOCIATES 922 Valley Avenue NW Suite 101 Puyallup, Washington 98371 LOG OF EXPLORATORY BORING B-1 PROJECT: AutoZone DATE: 3-11-13 PROJECT NO.: 062-13003 PAGE: 1 of 1 LOGGED BY: VC SURFACE ELEVATION:Approx. 320 ft. CONTRACTOR: ESN NW BORING TYPE: HSA SAMPLE METHOD: SPT, Split -Spoon LOCATION: Tukwila, WA DEPTH (ft) v y m WATER LEVEL MATERIAL DESCRIPTION BLOW COUNTS (per 6") N -VALUE (Last 12" of SPT) SAMPLES RECOVERY N -Value (GRAPH) 20 40 60 Natural Moisture Content (percent) 20 40 60 5 10—:.: —.:: 15— _ 20— Organic Topsoil , 6 10 6" •• • \ • • .•000.0 Z:4; •'•'•O'°• 0000•. .000.•. WO: .000❖. ••:❖❖ ,,,,,.; •❖.o❖. •0000•• 0000•. .❖o.❖. ..•. 0.❖... ❖o•. .❖.•o.•. •.;.;4,••• ...... •+•j•+•+g• ...... •M ...... 0.000•. V":::•. .,.;.yN •o❖• •• •❖• .❖.❖❖.•. iggl Undocumented Fill Light gray to brown silty sand with gravel, moist to wet, loose. Perched groundwater seepage was encountered at approximately 7 feet. 4 4 10 14" 3 • i*: ' +:: , : s: 1 :i w ate:: i::: s: s! i• ' if Silty Sand with Gravel (SM) Light grayto brown siltysand with ravel 9 9 moist, dense to very dense. (Glacial Till) Auger refusal encountered at 16.5 feet. 7 46 12" 13 33 29 50+ II 10" 5ofor 3^ 53for6" 50+ 11 6 End of Exploratory Boring Water Level Initial: # Final: $ Water Observations: Perched groundwater seepage was encountered at approximately 7.0 feet below ground surface. Notes: KRAZAN & ASSOCIATES 922 Valley Avenue NW Suite 101 Puyallup, Washington 98371 LOG OF EXPLORATORY BORING B-2 PROJECT: AutoZone DATE: 3-11-13 PROJECT NO.: 062-13003 PAGE: 1 of 1 LOGGED BY: VC SURFACE ELEVATION:Approx. 320 ft. CONTRACTOR: ESN NW BORING TYPE: HSA SAMPLE METHOD: SPT, Split -Spoon LOCATION: Tukwila, WA DEPTH (ft) c. m WATER LEVEL MATERIAL DESCRIPTION BLOW COUNTS (per 6") N -VALUE (Last 12" of SPT) SAMPLES RECOVERY N -Value (GRAPH) 20 40 60 Natural Moisture Content (percent) 20 40 60 10 ``''•• \Organic Topsoil / •'r'': i t�^'• ::• ,' ::'•: Sand with Gravel and Silt (SP -SM) Gray to brown fine to coarse sand with gravel and silt, moist to wet, medium dense. Perched groundwater seepage was encountered at approximately 5.0 feet. Becomes loose. 10 22 8„ 11 11 3 10 18" 5 5 111:.... • Silty Sand with Gravel (SM) Light gray to brown silty sand with gravel, moist, very dense. (Glacial Till) Auger refusal encountered at 14.0 feet. 50for 3" 50+ 11 0 15- 20- 25— End of Exploratory Boring Water Level Initial: # Final: $ Water Observations: Perched groundwater seepage was encountered at approximately 5.0 feet below ground surface. Notes: KRAZAN & ASSOCIATES 922 Valley Avenue NW Suite 101 Puyallup, Washington 98371 LOG OF EXPLORATORY BORING B-3 PROJECT: AutoZone DATE: 3-11-13 PROJECT NO.: 062-13003 PAGE: 1 of 1 LOGGED BY: VC SURFACE ELEVATION:Approx. 320 ft. CONTRACTOR: ESN NW BORING TYPE: HSA SAMPLE METHOD: SPT, Split -Spoon LOCATION: Tukwila, WA DEPTH (ft) c) N m WATER LEVEL MATERIAL DESCRIPTION BLOW COUNTS (per 6") N -VALUE (Last 12" of SPT) SAMPLES RECOVERY N -Value (GRAPH) 20 40 60 Natural Moisture Content (percent) 20 40 60 s::1!::: 10 10 "' \Organic Topsoil / 'w> Sand with Gravel and Silt (SP -SM) Gray to brown fine to coarse sand with gravel and silt, moist to wet, medium dense. Perched groundwater seepage was encountered at approximately 5.0 feet. 7 20 12" s il 12 24 10" 14 11 _ - 15- 20- 25— a Silty Sand with Gravel (SM) Light gray silty sand with gravel, moist, very dense. (Glacial Till) \Auger refusal encountered at 13.5 feet. / Z0 50+ II 10" 50for4" End of Exploratory Boring Water Level Initial: # Final: $ Water Observations: Perched groundwater seepage was encountered at approximately 5.0 feet below ground surface. Notes: KRAZAN & ASSOCIATES 922 Valley Avenue NW Suite 101 Puyallup, Washington 98371 LOG OF EXPLORATORY BORING B-4 PROJECT: AutoZone DATE: 3-11-13 PROJECT NO.: 062-13003 PAGE: 1 of 1 LOGGED BY: VC SURFACE ELEVATION:Approx. 320 ft. CONTRACTOR: ESN NW BORING TYPE: HSA SAMPLE METHOD: SPT, Split -Spoon LOCATION: Tukwila, WA DEPTH (ft) V co m WATER LEVEL MATERIAL DESCRIPTION BLOW COUNTS (per 6") N -VALUE (Last 12" of SPT) SAMPLES RECOVERY N -Value (GRAPH) 20 40 60 Natural Moisture Content (percent) 20 40 60 —,Becomes 10— —§p• _�:� -Hi - 15- 20- 25— r`.' Topsoil / ••\Organic ` .tc•12 J.T1 Sand with Gravel and Silt (SP -SM) Gray to brown fine to coarse sand with gravel and silt, moist to wet, medium dense. Perched groundwater seepage was encountered at approximatley 5.0 feet. dense. 10 10" 14 28 37 12" 14 23 ai- gp ::•::! a f:••• w Silty Sand with Gravel (SM) Light gray to brown silty sand with gravel, moist, very dense. (Glacial Till) Auger refusal encountered at 13.5 feet. 12 50+ 16" 23 50for 5" End of Exploratory Boring Water Level Initial: # Final: $ Water Observations: Perched groundwater seepage was encountered at approximately 5.0 feet below ground surface. Notes: KRAZAN & ASSOCIATES 922 Valley Avenue NW Suite 101 Puyallup, Washington 98371 LOG OF EXPLORATORY BORING B-5 PROJECT: AutoZone DATE: 3-11-13 PROJECT NO.: 062-13003 PAGE: 1 of 1 LOGGED BY: VC SURFACE ELEVATION:Approx. 315 ft. CONTRACTOR: ESN NW BORING TYPE: HSA SAMPLE METHOD: SPT, Split -Spoon LOCATION: Tukwila, WA DEPTH (ft) WATER LEVEL MATERIAL DESCRIPTION BLOW COUNTS N -VALUE (Last 12" SAMPLES RECOVERY N -Value (GRAPH) Natural Moisture v co (per 6") of SPT) 20 40 60 Content (percent) m 20 40 60 rt `' Silty Sand with Gravel (SM) •- • Light gray to brown silty sand with gravel, s' moist, very dense. (Glacial Till) �: Particle Size Distribution Report C O COC M c GCCC O O O OO 0 RI 3t * * * * 3t O1�I '11 100 I 1 1 •i gen 1111 11 I II Iso I I ! , I I I�I sm80„ X111111 11 I1 I IIIIM i 1 70 1ItI' i I 111 Z 60 LI F- I I ill I 111111 01' 11 U 5o I III 1 • 1111 III”itIII Lu40 I 11 I II I I I 1�II■IIIIIII 30 I!II1 I 11"■1111111120 111 ■111111 �II10 I 1 1 I. X11111 III I I IIII�II0jumi Il®-■II111IIIHHIIIII 0 10 GRAIN 1 01 SIZE - mm. 0.01 0.001 +3" %Gravel %Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 1.6 5.4 4.2 13.1 37.5 38.2 SIEVE PERCENT SPEC.* PASS? Material Description SIZE FINER PERCENT (X=NO.) Gray to brown silty sand with gravel 1.0 .75 .625 100.0 98.4 98.4 Atterberg Limits .5 .375 #4 98.2 97.2 93.0 PL= NP LL= NV PI= Coefficients #8 #10 #16 #20 89.7 88.8 86.5 84.7 090= 2.5016 D85= 0.8847 D50= 0.2250 D50= 0.1499 D30= D15= 010' Cu= Cc= Classification #40 #60 #80 75.7 63.1 53.8 USCS= SM AASHTO= A-4(0) Remarks #100 #200 50.0 38.2 Sample ID:13L155 Sample Date:3-11-13 * (no specification provided) Location: B-1 @ 4" Sample Number: 13L155 Date: 3-11-13 Client: Autozone Project: Autozone Project No: 062-13002 Figure '.e�a Tested By: M.Thomas Checked By: V.Chaudhary Particle Size Distribution Report C O 0 O _ C C 0 0 0 0 0 O C 0 # '- V 2 I tD tp C9 N C \ \ (n ii 2 100 • • •� 11 • I 11' 1 Il 1 i 1 1 l I II 90 I I I I I I I I! I • � ; I I 11 I I I I I I I i IR $a I I , I I I I I I I I 1 ' t i I I E I I IENE 70 II I! ; 1 I I 11 I 1111.ill im , 1 I 1 1lY I I II�■I1 Z 60 >i III i I t 1 I 1 i ■ � 1„„. I I I i I� uu U 50 tiJ C ! I I ■ III I I E 1111 W 40 a I '1111111 30 20 10I 0 NE ��1 II 1 I- 11 I I 1 I I I 1111_IIIIIIIlIhJLi_iim 1 1 I I■�■ 1 ■l■ I I11111111 NIl I I IB 1111 11E1 ■ 100 10 1 GRAIN 0 1 0.01 0.001 SIZE - mm. }3„ %Coarse % Gravel % Sand % Fines Fine Coarse Medium Fine Silt Clay 0.0 0.0 15.0 12.9 23.6 39.2 9.3 SIEVE PERCENT SPEC.* PASS? Material Description SIZE FINER PERCENT (X=NO) Gray to brown sand with gravel and silt. 1.0 .75 .625 100.0 100.0 100.0 Atterberg Limits .5 375 #4 96.3 94.3 85.0 PL= NP LL= NV PI= NP Coefficients #8 #10 #16 #20 74.6 72.1 65.5 61.5 D90= 6.4465 D85= 4.7361 D60= 0.7678 D50= 0.4552 D30= 0.2134 D15= 0.1082 D10= 0.0784 Cu- 9.79 Cc= 0.76 Classification#40 #60 #80 48.5 35.0 24.9 USCS= SP-SM AASHTO= A-1-b Remarks #100 #200 20.9 9.3 Sample ID:131154 Sample date:3-11-13 (no specification provided) Location: B-2 @ 4' Sample Number 13L154 Date: 3-11-13 Client: Autozone Project: Autozone Project No: 062-13002 Figure ...e.:....s-,,:, I C4InV Tested By: M.thomas Checked By: V.Chaudhary Particle Size Distribution Report C c C C C C O �• O O (O� O 0 O V 8 CD C) N h \ n'i Rk ii �C 2 Vik it 4' 4# 3C 100 1 I I I I ! f I I ! 1 I i 1 II I I 1 1 1 1 1 90 i I I 1 I I I I f 1 I I ! I i 1 1 80 I I I I I I I! 1 1 1 • f 1 i 70 1 I 1 1 1 I 1 1 1 1 1 1 1 1 1 1 l 1 1 Z 60 V_ I I i I i I 1 i 1 1 1 1 I 1! I 1 L • 1 I I 1 z 50 W Uct ! I• I I 1 1 i 1 I 1 I I 1 I ! I •I • 1 --i- W 40 a. I I ! I I ! 1 I I I 1 1 1 1 1 1 F 1 1 I I 1 1 1 I 1! ! Y 30 1 I I I I I I I I I I l I I 1 I I I f I 1 1 1 1 20 1 I 1 I 1 I 1 1 1 1 1 1 1 1 1 1 ' 1 10 a I I J i I V I I I I 1 1 1 1 1 1 1 100 10 1 GRAIN 0 1 SIZE - mm. 0.01 0.001 % +S^ Gravel % Sand % Fines Coarse Fine Coarse Medium Fine Silt Clay 0.0 1.9 12.1 5.2 12.9 32.9 35.0 SIEVE PERCENT SPEC.* PASS? Material Description SIZE FINER PERCENT (X=NO) Light gray to brown silty sand with gravel 1.0 .75 .625 100.0 98.1 97.3Atterberg Limits .597.0 .375 #4 94.1 86.0 PL= NP LL= NV PI= NP Coefficients #8 #10 #16 #20 81.7 80.8 78.2 76.4 D90= 6.8664 D85= 4.1976 D60= 0.2898 D50= 0.1972 D30= D15= D10= Cu- Cc= Classification #40 #60 #80 67.9 56.3 47.8 USCS= SM AASHTO= A-2-4(0) Remarks #100 #200 44.4 35.0 Sample ID: 13L153 Sample Date:3-11-13 * (no specification provided) Location: B-4 @ 12' Sample Number: 13L153 Date: 3-11-13 Client: Autozone Project: Autozone Project No: 062-13002 Figure 'e• Tested By: M.Thomas Checked By: V.Chaudhary Appendix B Page B.1 APPENDIX B EARTHWORK SPECIFICATIONS GENERAL When the text of the report conflicts with the general specifications in this appendix, the recommendations in the report have precedence. SCOPE OF WORK: These specifications and applicable plans pertain to and include all earthwork associated with the site rough grading, including but not limited to the furnishing of all labor, tools, and equipment necessary for site clearing and grubbing, stripping, preparation of foundation materials for receiving fill, excavation, processing, placement and compaction of fill and backfill materials to the lines and grades shown on the project grading plans, and disposal of excess materials. PERFORMANCE: The Contractor shall be responsible for the satisfactory completion of all earthwork in accordance with the project plans and specifications. This work shall be inspected and tested by a representative of Krazan and Associates, Inc., hereinafter known as the Geotechnical Engineer and/or Testing Agency. Attainment of design grades when achieved shall be certified to by the project Civil Engineer. Both the Geotechnical Engineer and Civil Engineer are the Owner's representatives. If the contractor should fail to meet the technical or design requirements embodied in this document and on the applicable plans, he shall make the necessary readjustments until all work is deemed satisfactory as determined by both the Geotechnical Engineer and Civil Engineer. No deviation from these specifications shall be made except upon written approval of the Geotechnical Engineer, Civil Engineer or project Architect. No earthwork shall be performed without the physical presence or approval of the Geotechnical Engineer. The Contractor shall notify the Geotechnical Engineer at least 2 working days prior to the commencement of any aspect of the site earthwork. The Contractor agrees that he shall assume sole and complete responsibility for job site conditions during the course of construction of this project, including safety of all persons and property; that this requirement shall apply continuously and not be limited to normal working hours; and that the Contractor shall defend, indemnify and hold the Owner and the Engineers harmless from any and all liability, real or alleged, in connection with the performance of work on this project, except for liability arising from the sole negligence of the Owner of the Engineers. TECHNICAL REQUIREMENTS: All compacted materials shall be densified to a density not less than 95 percent of maximum dry density as determined by ASTM Test Method D1557 as specified in the technical portion of the Geotechnical Engineering Report. The results of these tests and compliance with these specifications shall be the basis upon which satisfactory completion of work will be judged by the Geotechnical Engineer. SOIL AND FOUNDATION CONDITIONS: The Contractor is presumed to have visited the site and to have familiarized himself with existing site conditions and the contents of the data presented in the soil report. The Contractor shall make his own interpretation of the data contained in said report, and the Contractor shall not be relieved of liability under the contractor for any loss sustained as a result of any variance Krazan and Associates, Inc. Eleven Offices Serving The Westem United States Appendix B Page B.2 between conditions indicated by or deduced from said report and the actual conditions encountered during the progress of the work. DUST CONTROL: The work includes dust control as required for the alleviation or prevention of any dust nuisance on or about the site or the borrow area, or off-site if caused by the Contractor's operation either during the performance of the earthwork or resulting from the conditions in which the Contractor leaves the site. The Contractor shall assume all liability, including Court costs of codefendants, for all claims related to dust or windblown materials attributable to his work. SITE PREPARATION Site preparation shall consist of site clearing and grabbing and preparations of foundation materials for receiving fill. CLEARING AND GRUBBING: The Contractor shall accept the site in this present condition and shall demolish and/or remove from the area of designated project earthwork all structures, both surface and subsurface, trees, brush, roots, debris, organic matter, and all other matter determined by the Geotechnical Engineer to be deleterious. Such materials shall become the property of the Contractor and shall be removed from the site. Tree root systems in proposed building areas should be removed to a minimum depth of 3 feet and to such an extent which would permit removal of all roots larger than 1 inch. Tree root removed in parking areas may be limited to the upper 11/2 feet of the ground surface. Backfill or tree root excavation should not be permitted until all exposed surfaces have been inspected and the Geotechnical Engineer is present for the proper control of backfill placement and compaction. Burning in areas, which are to receive fill materials, shall not be permitted. SUBGRADE PREPARATION: Surfaces to receive Structural fill shall be prepared as outlined above, excavated/scarified to a depth of 12 inches, moisture -conditioned as necessary, and compacted to 95 percent compaction. Loose and/or areas of disturbed soils shall be moisture conditioned and compacted to 95 percent compaction. All ruts, hummocks, or other uneven surface features shall be removed by surface grading prior to placement of any fill material. All areas which are to receive fill materials shall be approved by the Geotechnical Engineer prior to the placement of any of the fill material. EXCAVATION: All excavation shall be accomplished to the tolerance normally defined by the Civil Engineer as shown on the project grading plans. All over excavation below the grades specified shall be backfilled at the Contractor's expense and shall be compacted in accordance with the applicable technical requirements. FILL AND BACKFILL MATERIAL: No material shall be moved or compacted without the presence of the Geotechnical Engineer. Material from the required site excavation may be utilized for construction site fills provided prior approval is given by the Geotechnical Engineer. All materials utilized for constructing site fills shall be free from vegetable or other deleterious matter as determined by the Geotechnical Engineer. PLACEMENT, SPREADING AND COMPACTION: The placement and spreading of approved fill materials and the processing and compaction of approved fill and native materials shall be the Krazan and Associates, Inc. Eleven Offices Serving The Westem United States Appendix B Page B.3 responsibility of the Contractor. However, compaction of fill materials by flooding, ponding, or jetting shall not be permitted unless specifically approved by local code, as well as the Geotechnical Engineer. Both cut and fill shall be surface compacted to the satisfaction of the Geotechnical Engineer prior to final acceptance. SEASONAL LIMITS: No fill material shall be placed, spread, or rolled while it is frozen or thawing or during unfavorable wet weather conditions. When the work is interrupted by heavy rains, fill operations shall not be resumed until the Geotechnical Engineer indicates that the moisture content and density of previously placed fill are as specified. Krazan and Associates, Inc. Eleven Offices Serving The Westem United States Appendix C Page C. APPENDIX C PAVEMENT SPECIFICATIONS 1. DEFINITIONS — The term "pavement" shall include asphalt concrete surfacing, untreated aggregate base, and aggregate subbase. The term "subgrade" is that portion of the area on which surfacing, base, or subbase is to be placed. 2. SCOPE OF WORK — This portion of the work shall include all labor, materials, tools and equipment necessary for and reasonable incidental to the completion of the pavement shown on the plans and as herein specified, except work specifically notes as "Work Not Included." 3. PREPARATION OF THE SUBGRADE — The Contractor shall prepare the surface of the various subgrades receiving subsequent pavement courses to the lines, grades, and dimensions given on the plans. The upper 12 inches of the soil subgrade beneath the pavement section shall be compacted to a minimum compaction of 95% of maximum dry density as determined by test method ASTM D1557. The finished subgrades shall be tested and approved by the Geotechnical Engineer prior to the placement of additional pavement of additional pavement courses. 4. AGGREGATE BASE — The aggregate base shall be spread and compacted on the prepared subgrade in conformity with the lines, grades, and dimensions shown on the plans. The aggregate base should conform to WSDOT Standard Specification for Crushed Surfacing Base Course or Top Course (Item 9-03.9(3)). The base material shall be compacted to a minimum compaction of 95% as determined by ASTM D1557. Each layer of subbase shall be tested and approved by the Geotechnical Engineer prior to the placement of successive layers. 5. ASPHALTIC CONCRETE SURFACING — Asphaltic concrete surfacing shall consist of a mixture of mineral aggregate and paving grade asphalt, mixed at central mixing plant and spread and compacted on a prepared base in conformity with the lines, grades, and dimensions shown on the plans. The drying, proportioning, and mixing of the materials shall conform to WSDOT Specifications. The prime coat, spreading and compacting equipment, and spreading and compacting the mixture shall conform to WSDOT Specifications, with the exception that no surface course shall be placed when the atmospheric temperature is below 50 degrees F. The surfacing shall be rolled with combination steel - wheel and pneumatic rollers, as described in WSDOT Specifications. The surface course shall be placed with an approved self-propelled mechanical spreading and finishing machine. 6. TACK COAT — The tack (mixing type asphaltic emulsion) shall conform to and be applied in accordance with the requirements of WSDOT Specifications. Krazan and Associates, Inc. Eleven Offices Serving The Westem United States PRELIMINARY TECHNICAL INFORMATION REPORT Proposed AutoZone Store No. 4181 14639 Tukwila International Boulevard Tukwila, Washington Prepared for: AutoZone, Inc. Store Development P.O. Box 2198 Memphis, Tennessee 38101 November 26, 2013 Our Job No. 16440 may, ENG0N- R EGF NED NOV 27 2013 COMIiN)IJI I Y ►)r_VLLU►'ML_N f 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 (425) 251-8782 FAX BRANCH OFFICES ♦ TUMWATER, WA ♦ LONG BEACH, CA ♦ WALNUT CREEK, CA ♦ SAN DIEGO, CA www.barghausen.com TABLE OF CONTENTS 1.0 PROJECT OVERVIEW Figure 1 — Technical Information Report (TIR) Worksheet Figure 2 — Site Location Vicinity Map Figure 3 — Drainage Basins, Subbasins, and Site Characteristics Figure 4 — Soils 2.0 CONDITIONS AND REQUIREMENTS SUMMARY 2.1 Analysis of the Core Requirements 2.2 Analysis of the Special Requirements 3.0 OFF-SITE ANALYSIS 4.0 FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN A. Existing Site Hydrology B. Developed Site Hydrology C. Performance Standards D. Flow Control System E. Water Quality System 5.0 CONVEYANCE SYSTEM ANALYSIS AND DESIGN 6.0 SPECIAL REPORTS AND STUDIES 7.0 OTHER PERMITS 8.0 CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN A. Erosion and Sediment Control (ESC) Plan Analysis and Design B. Stormwater Pollution Prevention and Spill (SWPPS) Plan Design 9.0 BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT 10.0 OPERATIONS AND MAINTENANCE MANUAL APPENDIX Conveyance Calculations Developed Site Hydrology Basin Map and Calculations for Level 2 Flow Control Wetpond Sizing Worksheet Contech Stormfilter® Guide 16440.003.doc 1.0 PROJECT OVERVIEW The project site is located within a portion of the Southeast quarter of Section 26, Township 23 North, Range 4 East, Willamette Meridian, City of Tukwila, King County, Washington. More particularly, the site is located at 14639 Tukwila International Boulevard, which is the northwest corner of South 148th Street and Tukwila International Boulevard within the City of Tukwila. The proposal for the project is to construct a 6,815 -square -foot concrete block split -face masonry retail sales AutoZone building with related parking areas, driveway, and utility infrastructure. The project is located on a 1.7 -acre triangu_lar_shaped__parcel _which is currently developed with existing retail and residential -buildings. The project ,is located intheextreme northeastern acre Tthe arcel. :.. The focus of this report is to provide the City of Tukwila with the general proposal to provide for stormwater flow control and water quality treatment for this redevelopment project. The report is accompanied by the preliminary grading and storm drainage plans including water quality and flow control facilities. The City indicated in a May 23, 2012 pre -application review meeting that the 2009 King County Surface Water Design Manual (the Manual) provides the criteria for stormwater design. The proposed project plans will meet the following stormwater management objectives: • Provide the necessary stormwater flow control for the site development area. • Improve and connect to the existing storm drainage conveyance system as necessary to serve the proposed and the existing development effectively and/or to address the current stormwater facility drainage. • Where applicable, provide the required control for stormwater quantity and quality to the levels within the performance requirements of the City of Tukwila. • Address the Core Requirements and applicable Special Requirements contained within the 2009 King County Surface Water Design Manual. The proposal includes the hydraulic isolation of the 0.7 -acre development basin from the other portions of the property. This isolation will be achieved by installation of a storm drainage bypass system consisting of a "French" or infiltration drain located along the westerly uphill perimeter and northern perimeter of the site. This bypass drain will collect and convey the subsurface and surface runoff waters from the tributary areas located to the west and northwest of the parcel. The bypass drainage will continue to the existing discharge point located at the northeast corner of the property adjacent to Tukwila International Boulevard. This bypass will enable the project to provide detention and water quality treatment specific to the targeted new development area. This may also enable property segregation, address maintenance responsibilities and aid in future development. esentioned, the existing site is deve oped-with-residential and retail buildiogs.The triangular shaped parcel slopes rom tie higher western perty line to the lower elevations along Tukwila Tnternationa7T3oulevar�c .. A steep cut bank z sts in the central portion- of the parcel is a north - south _ ,._ south direction behind the existing retail buildings. whichK front_Tukwila International Boulevard:. The cufbar kris approximately 10.feet in height and slopes range up to 100 percent. The pre-existing uses of the property consisted of parking, retail car sales, and appliance sales that existed:a-long=the Tukwila International Boulevard frontage. The upper elevations of the ,_garcel-con.tain existing garage shop and residences. The existing parcel contains"appioximateiy--- 0.28 acre of impervious surfaces which includes asphalt pavement, a gravel drive, dirt, and grass. 16440.003.doc The area to be developed currently contains 0.6 acre of graveled access dirt areas and grass with approximately 0.07 acre established gravel drive and approximately 0.8 acre of pavement and roof area. There are no formal storm drainage facilities on the parcel. Storm drainage facilities are available immediately abutting the parcel along Tukwila International Boulevard. 16440.003.doc Figure 1 Technical Information Report (TIR) Worksheet KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 1 PROJECT OWNER AND PROJECT ENGINEER Project Owner AutoZone, Inc. Phone (901) 495-8714 Address P.O. Box 2198 Memphis, TN 38101-2198 Project Engineer Jason Hubbell, P.E. Company Barghausen Consulting Engineers, Inc. Phone (425) 251-6222 Part 3 TYPE OF PERMIT APPLICATION ❑ Landuse Services Subdivision / Short Subd. / UPD ❑ Building Services M/F / Commercial / SFR ❑ Clearing and Grading ❑ Right -of -Way Use ❑ Other Part 2 PROJECT LOCATION AND DESCRIPTION Project Name AutoZone #4181 DDES Permit # NA Location Township 23 Range 4 Section 26 Site Address 14639 Tukwila International Blvd. Part 4 OTHER REVIEWS AND PERMITS ❑ DFW HPA ❑ COE 404 ❑ DOE Dam Safety ❑ FEMA Floodplain ❑ COE Wetlands ❑ Other ❑ Shoreline Management ® Structural Rockery/Vault/X ❑ ESA Section 7 Part 5 PLAN AND REPORT INFORMATION Technical Information Type of Drainage Review (circle): Date (include revision dates): Date of Final: Report Site Improvement Plan (Engr. Plans) Full / Targeted / Type (circle one): Full / Modified / Large Site Small Site Date (include revision dates): Date of Final: Part 6 ADJUSTMENT APPROVALS 2009 Surface Water Design Manual 1 1/1/09 16440.004.doc KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 7 MONITORING REQUIREMENTS Monitoring Required: Start Date: TBD Describe: Yes / No SWPPP/DOE required monitoring for turbidity. Dates to be determined. Completion Date: TBD Part 8 SITE COMMUNITY AND DRAINAGE BASIN Community Plan : Tukwila Special District Overlays: Tukwila International Blvd Drainage Basin: Gilliam Creek — West of I-5 Stormwater Requirements: Level 2- Conservation to Forested Part 9 ONSITE AND ADJACENT SENSITIVE AREAS ❑ River/Stream ❑ Lake ❑ Erosion Hazard ❑ Wetlands ❑ Landslide Hazard ❑ Closed Depression ❑ Coal Mine Hazard ❑ Floodplain ❑ Seismic Hazard ❑ Other ❑ Habitat Protection El ® Steep Slope 15% - 100% Part 10 SOILS Soil Type Slopes ❑ High Groundwater Table (within 5 feet) Other Till soils Erosion Potential ❑ Sole Source Aquifer ❑ Seeps/Springs • Additional Sheets Attached - reference Geotechnical Engineering Investigation 2009 Surface Water Design Manual 2 1/1/09 16440.004.doc KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 11 DRAINAGE DESIGN LIMITATIONS REFERENCE LIMITATION / SITE CONSTRAINT ❑ Core 2 — Offsite Analysis ® Sensitive/Critical Areas Steep slopes — Cut bank of 10 ft height ® SEPA ❑ Other 111 ❑ Additional Sheets Attached Part 12 TIR SUMMARY SHEET (provide one TIR Summary Sheet per Threshold Discharge Area) Threshold Discharge Area: (name or description) Gilliam Creek Basin Core Requirements (all 8 apply) Discharge at Natural Location Number of Natural Discharge Locations: 1 Offsite Analysis Level: U / 2 / 3 dated: Flow Control Level: 1 / 2 / 3 or Exemption Number (incl. facility summary sheet) Small Site BMPs Conveyance System Spill containment located at: storm vault Erosion and Sediment Control ESC Site Supervisor: TBD Contact Phone: After Hours Phone: Maintenance and Operation Responsibility: Private / Public If Private, Maintenance Log Required: Yes / No Financial Guarantees and Provided: Yes / Noj Liability Water Quality Type: Basic / Sens. Lake / Enhanced Basicm / Bog (include facility summary sheet) or Exemption No. Landscape Management Plan: Yes / No Special Requirements (as applicable) Area Specific Drainage Type: CDA / SDO / MDP / BP / LMP / Shared Fac. / None Requirements Name: Gilliam Creek Basin Floodplain/Floodway Delineation Type: Major / Minor / Exemption / None 100 -year Base Blood Elevation (or range): Datum: Flood Protection Facilities Describe: Source Control Describe landuse: (comm./industrial landuse) Describe any structural controls: covered garbage/ spill kits 2009 Surface Water Design Manual 3 1/1/09 16440.004.doc KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Oil Control High -use Site: Yes / No Treatment BMP: Maintenance Agreement: Yes / No with whom? Other Drainage Structures Describe: Rain garden Part 13 EROSION AND SEDIMENT CONTROL REQUIREMENTS MINIMUM ESC REQUIREMENTS Type/Description MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION Type/Description AFTER CONSTRUCTION Clearing Limits /1 Stabilize Exposed Surfaces /1 Detention ❑ Infiltration ❑ Regional Facility ❑ Shared Facility Cover Measures 0 Remove and Restore Temporary ESC Facilities 0 Media Filtration ❑ Oil Control ❑ Spill Control ❑ Flow Control BMPs Perimeter Protection // Clean and Remove All Silt and Debris Ensure ❑ Traffic Area Stabilization Operation of Permanent Facilities /1 Sediment Retention ❑ Flag Limits of SAO and open space preservation areas ❑ Surface Water Control Rain garden ❑ Other ❑ Dewatering Control ./ Dust Control ❑ Flow Control Part 14 STORMWATER FACILITY DESCRIPTIONS (Note: Include Facility Summary and Sketch) Flow Control Type/Description Water Quality Type/Description storm vault ❑ Biofiltration /1 Detention ❑ Infiltration ❑ Regional Facility ❑ Shared Facility 1 Wetpool 0 Media Filtration ❑ Oil Control ❑ Spill Control ❑ Flow Control BMPs T ' Flow ControlFROP BMPs ❑ Other ' Other Rain garden 2009 Surface Water Design Manual 4 1/1/09 16440.004.doc KING COUNTY, WASHINGTON, SURFACE WATER DESIGN MANUAL TECHNICAL INFORMATION REPORT (TIR) WORKSHEET Part 15 EASEMENTS/TRACTS Part 16 STRUCTURAL ANALYSIS ❑ Drainage Easement ❑ Covenant ❑ Native Growth Protection Covenant ❑ Tract ❑ Other ❑ Cast in Place Vault r Retaining Wall Cl. Rockery > 4' High ❑ Structural on Steep Slope ❑ Other Part 17 SIGNATURE OF PROFESSIONAL ENGINEER I, or a civil engineer under my supervision, have visited the site. Actual site conditions as observed were incorporated into this worksheet and the attached Technical Information Report. To the best of my knowledge the information provided here is accurate. Signed/Date 2009 Surface Water Design Manual 5 1/1/09 16440.004.doc Figure 2 Site Location Vicinity Map SeaTac, WA 14639 1 uk'via Intl Blvd • Edit in Google Map Maker Report Figure 3 Drainage Basins, Subbasins, and Site Characteristics 4 STRUCTURE SCHEDULE 1 SOLID COVER 12" 5 ± MATCH EX GRADE 8" w) 1, W/SOLID COVER 17 ;8" E) (8„ N) 1, W/SOLID COVER .42 8" S) _ 1, W/STD GRATE '.75 (8" N) PE 1, W/SOLID COVER i.34 (6" N) (6" SW) 7E 1, W/BEEHIVE GRATE .5 (6" S) 1, W/STD GRATE .82 (6" NE) ,(8" w) 1, W/STANDARD GRATE (6" N) (8" S) '°E 1, W/BEEHNE GRATE .50 (6" S) NNECT TO INLET RCE MAIN .40 (3" SW) ULT OUTLET, 5.27 (8" S) .1'LET CONTROL : DETAIL (8" E) i1N, 60" MANHOLE 5.41 (8" N) (3" NE) 4* 14. UPSTREAM TRIBUTARY BYPASS AND WALL DRAIN. WASHED ROCK GRAVEL TO SURFACE WITH 6" PERF. PIPE TW=332.8 1W=330.7 S87' 3 3"E Cp_3_1 lgibek TW=324.5 TO BUILDING FOOTING DRAIN =330.0 TW=328.0 LF% % % % • • • • • '1. • 7 TW, CB TW=3 TW=334.9 E) T( SDCO ! =33 2 lat 6 39 /.. i 24 EX CB / 11 ,1 ;, VAULT INLET A OUTLET CONTROI FILTER IVAULT 0 0 NEW GRAVEL TURN AROUND IEX. BLDGS (TO REMAIN) •OD FEN' 11TH 10' ,MDE GAZE =334.7 �/ ,1'1111/114., / j'.. -h 'elks 1 Peg Luccsa, 4e.oao�z 75 mac... - 'S I , 70t3 Fie -6-$0• Tu�v OI (ov. C.. - wtrem-4/ tvvg I41- Co7-00 • 13 Acc. ' 1E12410°5 GAtIbitktpe., b.0? eqraA4F,L. cotel 5$ Arc CAOAva teugt gr 0 20'X92') O FILTERRA O RAIN GAI ® STORM 1 t -9ri 0 444, - A --rwakrno/ Actmos a, t t 4.c. 1wt,>apAAlvvs icars1/44.1.-smAsre 0.21 ' TR -4614. 0.2 et, Kf-zJ1.S . deVZ IISkqeAte- • 6FietrIS /1:7goso tt G VOXI S57'53'23"E 1234.51' (HELD DISTANCE PER BLA 199/257) CONCRE SIDEWAL DRAII 6" WRAPPED PERF FOOTING DRAIN. G TO STORM RETAINING W PROTECTIVE SEE STRUCTI sECTIor NOT TO SCALE SECTION 5.9 SURFACE WATER MAPS 5.9.1 Drainage Basins and Flow Control Standards AeAltrr 'P -E to 1 40440 a • dy Mercer Island Seattle King County Burien Des Moine Riverton Creek Basin King County • ish River -'n Southgate f Creek Basin ,14 4n.. Renton ..y. son Place g Acr� SeaTac utheast D Basin Tukwi "4 So Datum NAD 1903 Washington Slate Plane North, FPS 4601 (Fee9 0 A 0.5 Miles Kent Lower Mill Creek Basin i Neighboring Jurisdictions Water Body/Wetland Basin Boundary Tukwila Pump Station RAS a0l& 11377 Gird Tuk.Ba111-01316.100000 STORMWATER DESIGN MA10at-AnalyarahGIS1l 01-21.2010 Level 2 - Conservation to Existing Level 2 - Conservation to Forested Basic - Peak Rate to Existing Per Tukwila South Development Agreement Drainage Basins and Flow Control Standards Gly ofTukwila Irdrastructure Design and construdan Standards SECTION 5.2 FLOW CONTROL BMP REQUIREMENTS FIGURE 5.2.1.A FLOW CHART FOR DETERMING INDIVIDUAL LOT BMP REQUIREMENTS N Is the project on a sitellot smaller than 22,000 square feet? Yes Apply one or more of the following to impervious area >_10% of site/lot for site/lot sizes <11,000 sf and z 20% of site/lot for site/lot sizes between 11,000 and 22,000 sf (For projects located in critical aquifer recharge areas these impervious area amounts double): 1. Limited Infiltration (Section C.2.3) 2. Basic Dispersion (Section C.2.4) 3. Rain Garden (Section C.2.5) 4. Permeable Pavement (Section C.2.6) 5. Rainwater Harvesting (Section C.2.7) 6. Vegetated Roof (Section C.2.8) 7. Reduced Impervious Service Credit (Section C.2.9) 8. Native Growth Retention Credit (Section C.2.10) No Is it feasible and applicable to implement full dispersion for the roof area as per Section C.2.1? Yes No 1 Is it feasible and applicable to implement full infiltration of the roof runoff as per Section C.2.2? Yes No further BMPs required. Note: Any proposed connection of roof downspouts to local drainage system must be via perforated pipe connection per Section C.2.11. his the project on a sitellot 22,000 square feet or larger with impervious surface coverage of 45% or less? One or more of the following BMPs must be implemented N for that portion of target impervious surface not addressed with full dispersion or with full infiltration of roof runoff: 1. Full Infiltration (Section C.2.2 or Section 5.4) 2. Limited Infiltration (Section C.2.3) 3. Basic Dispersion (Section C.2.4) 4. Rain Garden (Section C.2.5) 5. Permeable Pavement (Section C.2.6) 6. Rainwater Harvesting (Section C.2.7) 7. Vegetated Roof (Section C.2.8) 8. Reduced Impervious Service Credit (Section C.2.9) 9. Native Growth Retention Credit (Section C.2.10) Yes No Yes Is it feasible and applicable to implement full dispersion on all target impervious surface as per Section C.2.1? Yes No+ Is it feasible and applicable to implement full infiltration of the roof runoff as per Section C.2.2 or Section 5.4? Yes i Is there any remaining target impervious surface not addressed with full dispersion or with full infiltration of roof runoff? No further BMPs required. Note: Any proposed connection of roof downspouts to local drainage system must be via perforated pipe connection per Section C.2.11. The project must be a sitellot 22,000 square feet or larger with impervious surface coverage of more than 45%? ar•.. -aer less than 65% one or more of the following must -be applied to an impervious area greater than or equal to 20% of the site or 40% of the target Impervious surface whichever is less OR for projects reater than 65% impervious one or more of the following must be pplied to an impervious area greater than or equal to 10% of site r 20% of taraet impervious surfac jwhichever is less: . Full Infiltration (Section 5.4) Limited Infiltration (Section C.2.3) Basic Dispersion (Section C.2.4) Rain Garden (Section C.2.5) Permeable Pavement (Section C.2.6) . Rainwater Harvesting (Section C.2.7) . Vegetated Roof (Section C.2.8) . Reduced Impervious Service Credit (Section C.2.9) . Native Growth Retention Cred t Se '• i 2. 0 Is it feasible and applicable to implemen full dispersion on all target Impervious surface as per Section C.2.1? Yes No further BMPs required. Note: Any proposed connection of roof downspouts to local drainage system must be via perforated pipe connection • per Section C.2.11. 1/9/2009 5-12 2009 Surface Water Design Manual Figure 4 Soils AMPIN aZan &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION September 13, 2013 KA Project No. 062-13003 AutoZone, Inc. 123 S Front Street Memphis, TN 38103 Attention: Mr. H. L. Trey Smallwood, III RE: GEOTECHNICAL ENGINEERING LETTER — STORMWATER INFILTRATION PROPOSED AUTOZONE STORE 14621 TUKWILA INTERNATIONAL BOULEVARD TUKWILA, WASHINGTON Dear Mr. Smallwood: This letter presents the results of our stormwater infiltration study for the planned AutoZone Store to be located at 14621 Tukwila International Boulevard in Tukwila, Washington. The scope of this limited geotechnical letter was based on our correspondence with you and your Civil Engineer, Ms. Karen Harris, P.E. of Barghausen Consulting Engineers, Inc. Our services were performed with the authorization of AutoZone, Purchase Order number 80448, dated September 05, 2013. We previously issued a geotechnical engineering report for this project on March 22, 2013. Ms. Harris has informed us that as a part of the 2009 King County stormwater drainage requirements, Flow Control BMP's must be implemented on the site, and she has requested a written statement from the geotechnical engineer evaluating the suitability of the site soils for infiltration. For our use in preparing this letter, we have been provided with the preliminary grading plan dated May 7, 2013 indicating the proposed infiltration area in a basin south of the proposed building under the driveway access from Tukwila International Boulevard. We have been requested to perform in-place infiltration testing and to provide design infiltration rates for the subsurface soils to aid in the design of the stormwater system for the planned development. As part of our infiltration study, we visited the site on September 11, 2013 to conduct the in-place infiltration tests. We advanced three borings and conducted three (3) in-place infiltration tests in general accordance with the EPA falling head test procedure. The approximate test locations are shown on the attached site plan in Figure 1. Our borings in the planned infiltration area generally encountered a surficial layer of medium dense crushed rock with sand and silt extending to a depth of approximately one -foot. This surficial layer -was interpreted ,as fill Underlying the fill -Tour borings encountered •dense -to : very dense silty:sand with gravel,_which_was inteifreiediaglacial till. The glial till extended4othe depthsr explored -at approximately -10 feet -in eackof the borings. Stormwater Infiltration Testing The design infiltration rate was developed based on procedures outlined in King County's Surface Water Design Manual (2009). The Falling Head Percolation Test procedure was used to evaluate the infiltration capacity for the soils at this site. The Falling Head Percolation Test procedure, generally based on test Offices Serving The Western United States 4303- 198th Street SW • Lynnwood, WA 98036 • (425) 485-5519; Fax (425)485-6837 KA No. 062-13003 September 13, 2013 Page No. 2 of 4 method described in the Environmental Protection Agency (EPA) Design Manual for Onsite Wastewater Treatment and Disposal Systems (October 1980), was used to measure stormwater infiltration rates for the soils in borings 1-1, 1-2 and I-3. The number, locations and depths of the test holes were based on the King County Manual and our conversations with the Civil Engineer regarding depth of the planned system. Test Procedure: Six-inch diameter test holes were bored to a depth of approximately 10 feet below the existing ground surface. Approximately one -inch of clean gravel was placed in the bottom of the pipe to protect the soil from scouring as water was poured into the apparatus. Water was added to the test holes in order to saturate the soils prior to taking the timed water level measurements. After the soaking period, the elapsed times for changes in water levels were measured to determine the approximate infiltration rates for the soils. Design Infiltration Rate The measured in-situ infiltration rates were in the range of 0.9 to 2.0 inches per hour. The design infiltration rate was calculated by applying correction factors from King County's Surface Water Design Manual and a factor of safety to the measured infiltration rates. The correction factors are applied for testing methods, facility geometry and plugging of soils. For the proposed infiltration system the correction factors are as follows: • Fgeometry = 1 • Ft„ting = 0.3 ( for EPA method) • Fp-tugging = 0.7 (for loams & sandy loans) Based on in-place field infiltration testing and application of the correction factor and a factor of safety, it is our opinion that a design filttration rate of 0.2 inches perhou`r-mZay be used for a design of well-maintained infiltration system installed in the native glacial till soil. The on-site stormwater system should be designed by a Washington State Licensed Civil Engineer. Testing and Inspection We should evaluate the soil conditions during construction of the stormwater management system to confirm that the soil conditions are consistent with those encountered in our explorations. This activity is an integral part of our services as acceptance of earthwork construction is dependent upon observation of the consistency of the soil and groundwater conditions, and making appropriate adjustments if conditions vary from those indicated by our explorations. LIMITATIONS Geotechnical engineering is one of the newest divisions of Civil Engineering. This branch of Civil Engineering is constantly improving as new technologies and understanding of earth sciences improves. Krazan & Associates, Inc. Offices Serving The Western United States KA No. 062-13003 September 13, 2013 Page No. 3 of 4 Although your site was analyzed using the most appropriate current techniques and methods, undoubtedly there will be substantial future improvements in this branch of engineering. In addition to improvements in the field of geotechnical engineering, physical changes in the site either due to excavation or fill placement, new agency regulations or possible changes in the proposed structure after the time of completion of the geotechnical letter may require the geotechnical letter to be professionally reviewed. In light of this, the Owner should be aware that there is a practical limit to the usefulness of this letter without critical review. Although the time limit for this review is strictly arbitrary, it is suggested that two years be considered a reasonable time for the usefulness of this letter. The recommendations made in this letter are based on the assumption that soil and groundwater conditions do not vary significantly from those disclosed during our field investigation. If any variations or undesirable conditions are encountered during construction, the geotechnical engineer should be notified so that supplemental recommendations can be made. The conclusions of this letter are based on the information provided regarding any proposed construction. If the proposed construction is relocated or redesigned, the conclusions in this letter may not be valid. The geotechnical engineer should be notified of any changes so that the recommendations can be reviewed and re- evaluated. This letter is a limited investigation with the purpose of evaluating the soil and groundwater conditions and providing infiltration testing. The scope of our services did not include any environmental site assessment for the presence or absence of hazardous and/or toxic materials in the soil, groundwater or atmosphere, or the presence of wetlands. Any statements, or absence of statements, in this letter or on any exploration log, regarding odors, unusual or suspicious items, or conditions observed are strictly for descriptive purposes and are not intended to convey engineering judgment regarding potential hazardous and/or toxic assessments. The information presented herein is based upon professional interpretation utilizing standard engineering practices and a degree of conservatism deemed proper for this project. It is not warranted that such information and interpretation cannot be superseded by future developments. We emphasize that this letter is valid for this project as outlined above, and should not be used for any other site. o -O -o Krazan & Associates, Inc. Offices Serving The Western United States KA No. 062-13003 September 13, 2013 Page No. 4 of 4 We appreciate the opportunity to provide service to you on this project. If you have any questions, or if we may be of further assistance, please do not hesitate to contact our office at (253) 939-2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC. 9/13/13 Michael D. Rundquist, P.E. Senior Project Manager VC:MDR Attachment: Site Plan e/L-17 Vijay Chaudhary, E.I.T. Staff Engineer Krazan & Associates, Inc. Offices Serving The Western United States 2.0 CONDITIONS AND REQUIREMENTS SUMMARY 2.1 Analysis of the Core Requirements Core Requirement No. 1: Discharge at the Natural Location. Response: All runoff from the project site is directed to Tukwila International Boulevard. There is no diversion of drainage and the project therefore complies with the requirement. Core Requirement No. 2: Off -Site Analysis. Response: There are no problems noted in the prescribed one-quarter mile of the downstream area from the site. The proposal will result in additional water quality and drainage control which should actually enhance downstream conditions. A Level 1 Off - Site Drainage Analysis is enclosed in the Appendix. Core Requirement No. 3: Flow Control. Response: AH projects, including redevelopment projects, must provide on-site flow control facilities to mitigate the impacts of increased stormwater and surface water runoff generated by the addition of new impervious surfaces and the related land cover conversion. These facilities shall, at a minimum, meet the performance criteria for the area -specific flow control standard as described within the Manual and per the City of Tukwila. The flow control facilities will be implemented according to the requirements. The property is considered by the City of Tukwila as existing within the Gilliam Creek Basin west of Interstate 5 requiring a flow control standard of Level 2 Conservation Forested. The project proposes a storm drainage control vault and an outlet control facility. Since the development area is greater than 22,000 square feet, and the impervious coverage for the basin exceeds 45%, the section 5.2.1.3 Large Lot High Impervious BMP requirements are to be applied. (This would be applicable if the entire 1.7 acre parcel was considered since this results in 49% overall impervious area.) The project will comply with this requirement. Core Requirement No. 4: Conveyance System. Response: All engineered conveyance elements for a proposed project must be analyzed, designed, and constructed to provide for the minimum level of protection against overtopping, flooding, erosion, and structural failure. New pipe systems will be designed with sufficient capacity to convey and contain at least the minimum 25 -year peak flow assuming developed conditions for the on-site tributary area and any off-site tributary areas. The pipe system structures may overtop for the runoff event that exceeds the 25 -year design storm capacity provided that the overflow from the 100 -year runoff does not aggravate or create a severe flooding problem or severe erosion problem as indicated within Core Requirement No. 2. Any overflow from the site and runoff events up to and including the 100 -year discharge must discharge at the natural location. The project will comply with this requirement. Core Requirement No. 5: Erosion and Sediment Control. 16440.003.doc Response: All projects that will clear or grade or otherwise disturb the site must provide erosion and sedimentation control facilities to prevent to the maximum extent possible. These facilities are to prevent against the transportation of silts and sediments from the project site to the downstream facilities, water resources, and/or adjacent properties. To prevent sedimentation transport, erosion and sedimentation control facilities as well as implementation of Best Management Practices (BMPs) are required. The project will comply with this requirement. Core Requirement No. 6: Maintenance and Operations. Response: Maintenance and operation of all drainage facilities is the responsibility of applicant owner except those facilities which the City of Tukwila has granted easement, tract, or right-of-way. This project will concur with all maintenance and operation requirements of the City of Tukwila for a project of this nature. A Maintenance and Operations Manual will be prepared as part of the final Technical Information Report. This will be tailored to the development and private storm drainage system. Core Requirement No. 7: Financial Guarantees and Liability. Response: All drainage facilities must be constructed or modified for projects and work performed within the right-of-way must comply with the City of Tukwila financial guarantee requirements. This project will concur with all financial guarantees and liability requirements of the City of Tukwila for projects of this nature. Core Requirement No. 8: Water Quality. Response: All proposed projects including redevelopment projects must provide water quality facilities to treat stormwater runoff from the new and/or replaced pollution - generating impervious surfaces and pollution -generating pervious surfaces. These facilities shall be selected from one of the area -specific Water Quality Menus prescribed by the City of Tukwila and implemented according to the applicable water quality requirements. Section 1.2.8.1 A. requires Enhanced Basic Water Quality treatment for commercial land use. The property is included within the Gilliam Creek Basin Water Quality Management Plan. Please refer to the calculations in the Appendix of this report as to how the project complies with this requirement. 2.2 Analysis of the Special Requirements Special Requirement No. 1: Other Adopted Area -Specific Requirements. Response: As mentioned, the project is within the Gilliam Creek Basin west of Interstate 5. This will require a Level 2 Conservation Forested flow controls standard. Special Requirement No. 2: Flood Hazard Area Delineation. Response: The parcel is not indicated within the FEMA mapping as being within a 100 - year flood hazard area. 16440.003.doc Special Requirement No. 3: Flood Protection Facilities. Response: This Special Requirement does not apply. Special Requirement No. 4: Source Control. Response: Source Control BMPs will be applied to this project since the parking lot will be swept regularly, trash enclosures on the site will be covered, and the owner of the property will be educated in the proper use of pesticides and fertilizers on the landscaping in the areas contributing to the conveyance facilities. Any recycle and reuse of automotive materials will be handled in accordance with the appropriate Department of Ecology regulations. These will include maintaining spill kits on hand with a person assigned the responsibility to clean any accidental spills. Special Requirement No. 5: Oil Control. Response: Any projects that are proposing to develop or redevelop as a high -use site must be provide oil controls in addition to any other high use water quality controls that are required. Such sites typically generate high concentrations of oil due to high traffic turnover or the transfer of oils. A high -use site is any of the following: • Commercial and industrial sites subject to an expected average daily traffic (ADT) count equal or greater than 100 vehicles per 1,000 square feet of gross building area, or • Commercial and industrial sites that use petroleum transfer or 1,500 gallons per year, or • A commercial or industrial site subject to the use, storage, maintenance of a fleet of 25 or more diesel vehicles that over 10 gross tons. This project is not a high -use site as none of the above characteristics apply to it; therefore, this Special Requirement does not apply. 16440.003.doc 3.0 OFF-SITE ANALYSIS Following is the Level 1 Off -Site Analysis summary. This analysis indicates stormwater flows via a pipe system. Information from the previous project as well as current indicates that stormwater from the site traverses northerly along Pacific Highway South approximately 250 feet to enter an 18 -inch concrete pipe within South 146th Street. Stormwater flows are then directed easterly approximately 850 feet to enter the 42nd Avenue South storm drainage system. Stormwater then flows southerly for approximately 400 feet to the South 148th Street and then conveyed to the open channel creek approximately 200 feet south of South 148th Street and approximately 150 feet west of 42nd Avenue South. Our field inspection of the downstream drainage system revealed no detrimental consequences, ponding, flooding, and/or problems with the existing system. 16440.003.doc , Segment: 2,718.8 ft Area: 0 acres ) 1 2f . • 1t• 1000 -ft downstream -- - - .---r. L-_ ✓ '1 r1/4 mile downstream i ir C vii IT • I1 ope1char riol r 41, ?oft 14639 Tukwila International Blvd. Downstream Drainage Route BCE #16440 9-20-2013 Gilliam Creek Basin Water Quality Management Plan Table 4. Recommended capital improvement projects for the Gilliam Creek basin. Project Location Proposed Capital Improvement Estimated Cost Relative Priority (4-18) Dl Gilliam Creek outlet to Green River D2 Between 40th Ave S and 42nd Ave S D3 Andover Park W D4 North of S 154th St and east of 42nd Ave S D5 Strander Blvd near Andover Park E D6 James Christensen Rd D9 54th Ave S between Slade Way and S 166th St D I 0 S 146th St from Military Rd S to SR -99 D16 Intersection of 42nd Ave S and S 146th St D19 52nd Ave S and S 154`h St D20 South side of S 154th St, near SR -99 D22 -4 D23 D24 HI Near intersection of Old Military Rd and S 158th St SR -99 between S. 146th St and S. 152nd St SR -99 between S 146th St and S 152nd St Section of north tributary between 150th St S and 152nd St S H2 Outlet of Gilliam Creek to Green River 1-13 Along Tukwila Parkway between I-5 culvert and outfall to Green River H4 Southwest corner of 42nd Ave S and S 48th St H5 South of S 154th St near 52nd Ave S intersection H6 Along Tukwila Parkway west of 61s` Ave S between I-5/1-405 ramp and Southcenter Parkway Construct 250-cfs (cubic feet per second) pump station with fish passage facilities. Construct in -stream ponds and biofiltration swale. Replace undersized pipe. Construct regional in -stream detention pond. Replace undersized pipe. Construct 15-cfs pump station with fish passage facilities. Upgrade existing ditch and construct detention facility. Replace undersized pipe. Construct detention or detention/treatment ponds. Construct detention/ treatment pond Construct biofiltration swale. Construct regional detention pond. Construct underground detention tanks. Construct underground water quality treatment vaults. Reinforce channel bed and bank. Construct log check dams in channel, and place riprap on weak bank sections. Construct fish ladder leading to existing flap gate, and replace flap gate with self-regulating tide gate. Implement channel modifications to improve habitat. Widen stream channel, install large woody debris and riparian vegetation, and increase sinuosity where appropriate. Plant riparian vegetation. Plant riparian vegetation. Construct pond at confluence of main stem and tributary for fish habitat enhancement, water quality treatment, and flood storage. $3,200,000 (includes 15-cfs pump station in D6) $300,000 $370,000 $220,000 $215,000 See DI $905,000 $320,000 $266,000 $598,000 $57,000 (does not include land purchase/easement costs) $730,000 $159,000 per site; up to 6 sites $80,000 per site; up to 6 sites $475,000 $650,000 $294,000a $5,500 $17,000 $131,000 7 12 9 17 7 7 7 7 12 9 8 12 10 11 10 14 11 10 10 11 Notes: See Table 5 for listing of projects in order of relative priority a This cost applies to modifications to all open channel segments in lower Gilliam creek. The cost to modify individual segments would be generally proportional. See Appendix C. up! /00-00991-000 management p/an.dac Herrera Environmental Consultants 20 May 24, 2001 Gilliam Creek Basin Stormwater Management Plan City Hall Subbasin This 136 -acre subbasin extends north from I-405 to South 147th Street, and it is bounded on the east by the Green Ri - . d on the west by a ridge paralleling Sunwood Boulevard. The headwaters of this subbasin origi •.. r the city of Tukwila Fire Station #52, and there is a small pond in the middle of the subbasin nea , suth 151st Street. Drainage is generally conveyed in this subbasin through pipes, with the exception o ' s en channels in the vicinity of the wetland and Tukwila city hall. Drainage from this subbasin is c erted underneath I-405 into lower Gilliam Creek. The City Hall subbasin corresponds to subb. sins 1 and 2 in the Gilliam Creek Basin Drainage Study (KCM 1986). I-5 East Subbasin This 13 8 -acre subbasin rec • ' - - s drainage from the western and southern slopes of a ridge paralleling Sunwood Boulevard a . i om the eastern shoulder of I-5. This subbasin extends north from I-405 to South 144th Street, d there is a large wetland near its headwaters. Drainage in this subbasin is generally conveyed thro''. pipes and is culverted underneath I-405 into lower Gilliam Creek. The I-5 East subbasin correspo to subbasins 3, 4, and 5 in the Gilliam Creek Basin Drainage Study (KCM 1986). I-5 West Subbasin The I-5 West subbasin is situated be -n the western shoulder of I-5 and 46th Avenue South, and it is bounded on the south by State Ro e (SR) 518 and on the north by South 144th Street. This 117 -acre subbasin has its headwaters neThorndyke School, and it receives drainage from the eastern slope of a ridge paralleling 46th Aven = South. Drainage is generally conveyed in open channels and ditches in this subbasin, but flow 1 • ed at the downstream end prior to discharge into the pipe carrying the Gilliam Creek main s - flow. Drainage from the I-5 West subbasin enters the main drain line just upstream of the I -5/I-405 interchange. The I-5 West subbasin corresponds to subbasin 7 in the 1986 Gilliam Creek Basin Drainage Study (KCM 1986). Riverton Heights Subbasin This 1,002 -acre subbasin is the largest of the six subbasins, encompassing 55 percent of the land area of the Gilliam Creek drainage basin. This subbasin is bounded on the4th Avenue South and Seattle—Tacoma International Airport, and on the east by a ridge paralleling 46th Avenue South. The subbasin is bounded to the north by South 144th Streit and to the south by a riAgskycMicken Heights). Drainage from this subbasin is conveyed in storm drains to four tributary channels that combine to form upper Gilliam Creek near SR 518. The headwaters of these four tributaries (north, northwest, southwest, and south) are described below. up! /00-00991-000 managementplaadoe May 24, 2001 7 Herrera Environmental Consultants Gilliam Creek Basin Stormwater Management Plan The north tributary starts near the intersection of SR -99 and South 144th Street. The northwest tributary originates near the intersection of South 148th Street and 26th Avenue South. The southwest tributary begins near the intersection of SR -99 and South 166th Street in the city of SeaTac. The south tributary originates from ground water seeps on a slope near South 156th Street. Upper Gilliam Creek drains east, paralleling the north shoulder of SR 518; the drainage is then culverted under the I -5/I-405 interchange into lower Gilliam Creek. The Riverton Heights subbasin corresponds to subbasins 6, 8, 9, 10, 11, 12, 13, 14, 15, 16, and 17 in the Gilliam Creek Basin Drainage Study (KCM 1986). Portions of this subbasin are heavily developed, particularly near the Tukwila International Boulevard corridor. Consequently, peak runoff rates are rapid and the pollutant content in runoff from those areas is relatively high. Crystal Springs Subbasin This 242 -acre subbasin receives most of its drainage from ground water seeps on the northeast slope of McMicken Heights. This drainage is culverted underneath I-5 to a drainage ditch that is located between Southcenter Parkway and I-5. This subbasin is bounded on the north by SR 518, on the south and west by the ridge crest of McMicken Heights, and on the east by Southcenter Mall. The Crystal Springs subbasin corresponds to subbasins 18 and 19 in the Gilliam Creek Basin Drainage Study (KCM 1986). Water Quality Conditions Gilliam Creek has not been given a specific water quality designation by the Washington Department of Ecology (Ecology). The water quality designation for the stream is therefore determined by its receiving water, the Green River. The Green River is designated as Class A, indicating good overall water quality. Ecology lists the Green River as water quality -impaired with respect to the following parameters: metals, ammonia, fecal coliform bacteria, pH, low dissolved oxygen and high biochemical oxygen demand, and elevated temperatures. There is an abundance of water quality data available for the Green River but very little for Gilliam Creek. Previously collected water quality data are summarized in Table 1 and discussed below. Previous Water Quality Sampling Data A base flow sample was collected by Adolfson Associates, Inc. in June 1995 from the southwest tributary of Gilliam Creek, upstream of the 42nd Avenue crossing (Adolfson 1995). A duplicate sample was analyzed for pH, temperature, dissolved oxygen, dissolved metals, total petroleum hydrocarbons, and pesticides. All parameters were found to meet the Washington state Class A water quality criteria except pH, which was slightly lower than the criterion of 6.5. Pesticides and total petroleum hydrocarbons, for which no state criteria have been established, were not detected in these samples. The sample collection location used by Adolfson is identified in Figure 3. Herrera Environmental Consultants wpl A00-00991-000 managementplmidac 8 May 24, 2001 4.0 FLOW CONTROL AND WATER QUALITY FACILITY ANALYSIS AND DESIGN A. Existing Site Hydrology There is an off-site area of developed parking lots and storage areas that are tributary to this project. Approximately 0.4 acre has been identified as tributary to the development area including 0.10 acres of offsite area. This also includes approximately 0.11 acre of impervious roof and pavement consisting of a small building area of approximately 0.08 acre along with 0.3 acre of gravel drive. Drainage from the southern portion of the 1.7 -acre parcel is directed to Tukwila International Boulevard and South 148th Street. The entire parcel contains 0.28 acre of impervious roof and minor areas of asphalt. The existing on-site development area of 0.73 acres consists of 0.08 acre of pavement and rooftop, 0.07 acre of gravel drive, and 0.58 acre of gravel, sparse grass, dirt, and brush. There are no formal storm drainage facilities that exist on the property. Storm drainage within the northern portion of the 1.7 -acre parcel is directed in an easterly and northeasterly direction and enters into the Tukwila International Boulevard stormwater facilities. There are formal storm drainage conveyance and catch basin collection facilities on the property. There are no streams, ponds, swales, or ditches that were evident on the property for conveyance of stormwater. Drainage sheet flows across the parcel from the higher western area to the lower areas within Tukwila International Boulevard. Stormwater infiltration tests were performed on the property in accordance with the 2009 King County Surface Water Design Manual. This infiltration testing and geotechnical evaluation indicated that the soils underlying the site are glacial till and dense and very dense silty sands and gravel. A design infiltration of 0.2 inch per hour was recommended for the use of a well-maintained infiltration system. Given this infiltration rate is relatively low and the probable incidence of groundwater at shallow depths during the winter months means that infiltration is incidental and not feasible for the entire disposal of stormwater for this parcel. B. Developed Site Hydrology Storm drainage systems include a storm drainage bypass consisting of perforated pipe, washed rock, and an impervious liner along the western perimeter of the development area. The intent of the this design was to intercept, collect, and convey the surface waters as well as any groundwater seepage from the upper elevations located to the west and north of this drain. The drain will effectively create a bypass of the off-site areas and direct the flow to the current point of discharge within Tukwila International Boulevard. The development will result in an impervious surface coverage of greater than 65 percent given the 0.6 acre of impervious surface and the approximately 0.73 acre of development area, which results in a 85 percent surface coverage. Storm water runoff from the pavement areas is directed to catch basin and pipe conveyance to a storm water detention vault. Runoff from building roof drains is conveyed by pipe to rain gardens. Overflow runoff if any, from the rain gardens is conveyed by pipe to the storm water combined detention-wetvault. From the vault, storm water is conveyed to a cartridge water quality treatment system prior to discharge. 16440.003.doc Given the existing elevation, grade and storm pipe invert elevation constraints a pump system is needed to discharge the treated and any overflow runoff to an adjacent catch basin with Tukwila International Boulevard. C. Performance Standards As mentioned, the project is within the Gilliam Creek Basin west of Interstate 5. This will require a Level 2 Conservation Forested flow controls standard. This matches the developed discharge durations to the redeveloped discharge rates from 50% of the 2 year flow up to the full 50 -year peak flow. D. Flow Control System A stormwater control vault was sized utilizing the King County Runtime Series program for the development area of 0.73 acre (31,800 sq. ft.) This analysis utilized a pre - developed forested condition and modeled the post developed condition with the proposed 0.6 acre of impervious along with 0.13 acres of till grass pervious surfaces. Please refer to the Developed Site Hydrology Basin Map and the calculations for Level 2 Flow Control in the Appendix of this report. As mentioned, since the development area is greater than 22,000 square feet, and the impervious coverage for the basin exceeds 45%, the section 5.2.1.3 Large Lot High Impervious BMP requirements are to be applied. Full dispersion is not feasible for this project. Full infiltration of roof runoff has been evaluated and was found to be not feasible due to the low rate of infiltration and possible high seasonal ground water tables. Therefore, the project proposes the use of a rain garden for the roof drainage area sized pursuant to the Manual. The roof area has been targeted as pervious surface for treatment and directed to the rain garden. Since the development results in 85% impervious surface coverage; the rain garden must be applied (per Manual figure 5.2.1.A) to whichever is less of the following: Scenario 1: • either 10 percent of the site (31,800 sq. ft. x 0.10 = 3180 sq. ft. ) or • 20 percent of the targeted impervious surface (26,266 sq. ft. x 0.20 = 5253 sq. ft.) The scenario above allows the use of 3180 sq. ft. impervious surface for treatment. The current site plan uses 1070 sq. ft. of rain garden area and can accommodate a target impervious area of approximately 4280 sq. ft. of impervious area, in excess of the allowed use. This is allowing storage volume at a 3 -inch depth as prescribed Manual. If strict interpretation of the Manual is followed and the site is defined as the entire 1.7 acre parcel, Scenario 2: • 10 percent of the site becomes (1.7 ac. x 43560 sq. ft./ac. x 0.10 = 7405 sq. ft.) • 20 percent of the targeted impervious surface (26,266 sq. ft. x 0.20 = 5253 sq. ft.) 16440.003.doc Scenario 2 allows for the use of the lesser 5255 sq. ft. The current site plan uses 1070 sq. ft. of rain garden area, and would be slightly undersized in this scenario 2. Given the criteria, this would require a variance from allowable maximum 1 foot of depth in the rain garden to 1.23 feet in depth. Support for using the 0.73 acre (31,800 sq. ft.) as the interpretation of site area in scenario 1 is justifiable given hydraulic isolation of the development area. Also property segregation will occur. The use of the rain garden to collect and intercept the roof runoff allows for 50 percent of the roof area to be modeled as impervious and the remaining 50 percent to be modeled as landscape. E. Water Quality System The subject property requires the use of the Enhanced Water Quality Treatment Menu. This Menu is designed to achieve a 50 percent total zinc removal for flows up to and including the water quality design flow rate or volume. A media filtration facility using a cartridge device is proposed for water quality treatment use. The Contech Stormfilter with CSF leaf media designed to meet the Enhanced Basic treatment menu is applicable for this project. The device is approved by the Washington State Department of Ecology (General Use Level designation for Basic [TSS] and Enhanced. These units will produce a comparable or better water quality treatment result. Refer to the appendix for additional information. 16440.003.doc 5.0 CONVEYANCE SYSTEM ANALYSIS AND DESIGN The conveyance system for this facility is relatively simple and consists of stormwater flows to catch basins and catch basin inlets and then is directed to the storm drainage vault. The conveyance facilities will be sized utilizing the modified Rational Method using an Excel spreadsheet. A simple spreadsheet of conveyance calculations for the 100 -year storm is provided in the Appendix for preliminary review. From the stormwater vault exits with a controlled release into the water quality filter which includes a high flow bypass. The flows are then conveyed to a proposed stormwater pump system. The pumping is necessary since the site facilities and detention facilities are below the downstream outlets within Tukwila International Boulevard. (elevation 317 detention outlet, 322.0 +1- at city inlet) The detention facility and the relatively minor release rate (0.036 cfs 25 yr. storm = 16.1 gpm) allow the use of a small pump sized for a relatively low discharge rate and a minimum run time of approximately 10 minutes at an interval and pumping depth set not to allow for an unreasonable discharge rate to exceed of the detention facility. The pump will also be set within a basin below so that stormwater from the pumping system does not back into the detention facility. 16440.003.doc 6.0 SPECIAL REPORTS AND STUDIES A Geotechnical Engineering Investigation by Krazan & Associates, Inc. dated March 22, 2013 is included in this section. 16440.003.doc 7.0 OTHER PERMITS No other agency permits are known at this time for drainage. 16440.003.doc 8.0 CONSTRUCTION STORMWATER POLLUTION PREVENTION PLAN A Construction Stormwater Pollution Prevention Plan will be prepared for this site. Since this site is Tess than one acre, an NPDES Stormwater Construction Permit is not required. A. Erosion and Sediment Control (ESC) Plan Analysis and Design An Erosion and Sedimentation Control Plan has been prepared for this project tailored specifically to the site and its constraints. Proposed projects that clear or grade or otherwise disturb the property must provide erosion and sedimentation control to prevent to the maximum extent possible, the transportation of sediment from the project site to the downstream facility. Generally these facilities are temporary and do not propose any Tong -term impact and/or do not affect planning for the development. The interim erosion and sedimentation plans will be implemented using the specific plan tailored to mitigate erosion and sedimentation. Final erosion and sedimentation control will consist of the building, paving surfaces, mulch, and vegetation within landscaped areas. B. Stormwater Pollution Prevention and Spill (SWPPS) Plan Design A SWPPS will be prepared at the time of civil plan review. 16440.003.doc 9.0 BOND QUANTITIES, FACILITY SUMMARIES, AND DECLARATION OF COVENANT These documents will be prepared at the time of civil plan review. 16440.003.doc 10.0 OPERATIONS AND MAINTENANCE MANUAL Flow control and water quality facilities that are to be privately maintained and have nonstandard features shall have an Operations and Maintenance Manual. This manual will contain a brief description of the facility and how it works. In addition, the plan will include a copy of the maintenance requirements for flow control conveyance and water quality facilities from the 2009 King County Surface Water Design Manual. This Operations and Maintenance Manual will be prepared after initial reviews and tailored to the specific features within this development. 16440.003.doc Conveyance Calculations JOB NAME: Autozone JOB#: 16440 A= Contributing Area (Ac) C= Runoff Coefficient Tc= Time of Concentration (min) I= Intensity at Tc (in/hr) d= Diameter of Pipe (in) L= Length of Pipe (ft) D= Water Depth at Qd (in) FROM TO A s 16440 storm pipe.xlsx BARGHAUSEN CONSULTING ENGINEERS - PIPE FLOW CALCULATOR using the Rational Method & Manning Formula Type IA SCS rainfall event 100 YEAR STORM Qd= Design Flow (cfs) Qf= Full Capacity Flow (cfs) Vd= Velocity at Design Flow (fps) Vf= Velocity at Full Flow (fps) s= Slope of pipe (%) n= Manning Roughness Coefficient Tt= Travel Time at Vd (min) L NOTE: ENTER DEFAULTS AND STORM DATA BEFORE BEGINNING DEFAULTS C= 0.8 n= 0.012 d= 8 Tc= 6.3 d Tc n C determine max area to 8" dia @ 1% roof ds 0.52 1.00 50 determine max area to 8" dia @ .5% roof ds 0.33 0.50 51 8 determine max area to 6" dia @ .5% j COEFFICIENTS FOR THE RATIONAL METHOD "Ir"-EQUATIO SUM A STORM Ar Br 2YR 1.58 0.58 10YR 2.44 0.64 25YR 2.66 0.65 50YR 2.75 0.65 100YR 2.61 0.63 A*C 8 6.3 0.012 0.8 6.3 0.012 0.8 roof ds 0.23 1.00 50 cb 6 vault 0.30 1.00 5 cb 4 vault 0.16 1.00 40 6 6.3 0.012 0.8 8 6.5 0.012 0.8 8 6.3 0.012 0.8 0.52 0.33 0.23 0.53 0.16 0.42 0.26 0.18 0.24 0.13 SUM A*C I maximum subbasin area to an 8" dia is at CB 6 = 0.3 acres Page 1 PRECIP= 4 Ar= 2.61 Br= 0.63 Tc estimate = not applicable for roof drains 6.3 min Tc used per KCSWDM Qd Qf Qd/Qf D/d D Vf Vd 0.42 3.27 1.36 1.31 1.041 0.866 6.93 3.75 4.24 0.26 3.27 0.86 0.93 0.934 0.759 6.07 2.65 3.00 0.18 3.27 0.60 0.61 0.991 0.809 4.86 3.10 3.50 0.42 3.20 1.36 1.31 1.036 0.861 6.89 3.75 4.24 0.13 3.27 0.42 1.31 0.320 0.388 3.11 3.75 3.34 Level 2 Flow Control Calculations KCRTS Command CREATE a new Time Series I ? now Go'*"vo 11 -v4 -J7. Production of Runoff Time Series Project Location : Sea -Tac Computing Series : 16440pre.tsf Regional Scale Factor : 1.00 Data Type : Reduced Creating Hourly Time Series File Loading Time Series File:C:\KC_SWDM\KC_DATA\STTF60R.rnf Till Forest 0.73 acres Total Area : 0.73 acres Peak Discharge: 0.059 CFS at 9:00 on Jan 9 in Year 8 Storing Time Series File:16440pre.tsf Time Series Computed KCRTS Command Enter the Analysis TOOLS Module Analysis Tools Command Compute PEAKS and Flow Frequencies Loading Stage/Discharge curve:16440pre.tsf Flow Frequency Analysis Time Series File:16440pre.tsf Project Location:Sea-Tac Frequencies & Peaks saved to File:16440pre.pks Analysis Tools Command RETURN to Previous Menu KCRTS Command CREATE a new Time Series Production of Runoff Time Series Project Location : Sea -Tac Computing Series : 16440dev.tsf Regional Scale Factor : 1.00 Data Type : Reduced Creating Hourly Time Series File Loading Time Series File:C:\KC_SWDM\KC_DATA\STTG60R.rnf Till Grass 0.13 acres Loading Time Series File:C:\KC_SWDM\KC_DATA\STEI60R.rnf Impervious 0.60 acres Total Area : 0,73 acres Peak Discharge: 0.311 CFS at 6:00 on Jan 9 in Year 8 Storing Time Series File:16440dev.tsf Time Series Computed KCRTS Command Enter the Analysis TOOLS Module Analysis Tools Command Compute PEAKS and Flow Frequencies Loading Stage/Discharge curve:16440dev.tsf Flow Frequency Analysis Time Series File:16440dev.tsf Project Location:Sea-Tac Frequencies & Peaks saved to File:16440dev.pks Analysis Tools Command RETURN to Previous Menu KCRTS Command Size a Retention/Detention FACILITY Loading Retention/Detention Facility File:16440stream.rdf Retention/Detention Facility Design Edit Facility Saving Retention/Detention Facility File:16440stream.rdf Starting Documentation File:C:\KC SWDM\Output\16440stream.doc Loading Time Series File:16440dev.tsf Edit Complete Retention/Detention Facility Design Route Time Series through Facility Time Series Found in Memory:16440dev.tsf Reservoir Routing [R/D Facility] Inflow/Outflow Analysis Storing Time Series File:16440rdout.tsf Facility Routing Complete Peaks Calculation..R/D Facility Flow Frequency Analysis Flow Frequency Analysis Time Series File:16440pre.tsf Project Location:Sea-Tac ---Annual Flow Rate (CFS) 0.046 0.012 0.034 0.001 0.020 0.036 0.030 0.059 Computed Peaks Peak Flow Rates --- Rank Time of Peak 2 2/09/01 7 1/06/02 4 2/28/03 8 3/24/04 6 1/05/05 3 1/18/06 5 11/24/06 1 1/09/08 18:00 3:00 3:00 20:00 8:00 21:00 4:00 9:00 Flow Frequency Analysis Peaks - - Rank (CFS) 0.059 0.046 0.036 0.034 0.030 0.020 0.012 0.001 0.055 Return Prob Period 1 100.00 2 25.00 3 10.00 4 5.00 5 3.00 6 2.00 7 1.30 8 1.10 50.00 0.990 0.960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 Flow Frequency Analysis Time Series File:16440dev.tsf Project Location:Sea-Tac ---Annual Flow Rate (CFS) 0.157 0.134 0.189 0.152 0.181 0.168 0.221 0.311 Computed Peaks Peak Flow Rates --- Rank Time of Peak 6 2/09/01 8 1/05/02 3 12/08/02 7 8/26/04 4 10/28/04 5 1/18/06 2 10/26/06 1 1/09/08 2:00 16:00 18:00 2:00 16:00 16:00 0:00 6:00 Flow Frequency Analysis - - Peaks (CFS) 0.311 0.221 0.189 0.181 0.168 0.157 0.152 0.134 0.281 - - Rank Return Prob Period 1 100.00 2 25.00 3 10.00 4 5.00 5 3.00 6 2.00 7 1.30 8 1.10 50.00 0.990 0.960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 Flow Frequency Analysis Time Series File:16440rdout.tsf Project Location:Sea-Tac ---Annual Flow Rate (CFS) 0.036 0.010 0.031 0.009 0.010 0.021 0.031 0.189 Computed Peaks Peak Flow Rates --- Rank Time of Peak 2 2/09/01 7 1/07/02 3 3/06/03 8 8/26/04 6 1/08/05 5 1/19/06 4 11/24/06 1 1/09/08 20:00 4:00 22:00 7:00 5:00 0:00 8:00 10:00 Flow Frequency Analysis - - Peaks - - (CFS) (ft) 0.189 0.036 0.031 0.031 0.021 0.010 0.010 0.009 0.138 6.05 5.99 5.19 5.18 4.16 3.53 3.51 2.56 6.03 Rank Return Prob Period 1 100.00 2 25.00 3 10.00 4 5.00 5 3.00 6 2.00 7 1.30 8 1.10 50.00 0.990 0.960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 Retention/Detention Facility Type of Facility: Facility Length: Facility Width: Facility Area: Effective Storage Depth: Stage 0 Elevation: Storage Volume: Riser Head: Riser Diameter: Number of orifices: Detention Vault 92.00 ft 20.00 ft 1840. sq. ft 6.00 ft 317.00 ft 11040. cu. ft 6.00 ft 12.00 inches 2 Orifice # Height Diameter (ft) (in) 1 0.00 0.45 2 3.75 0.75 Top Notch Weir: None Outflow Rating Curve: None Stage Elevation (ft) (ft) 0.00 317.00 0.01 317.01 0.02 317.02 0.03 317.03 0.04 317.04 0.14 317.14 0.24 317.24 0.34 317.34 0.44 317.44 0.54 317.54 0.64 317.64 0.74 317.74 0.84 317.84 0.94 317.94 1.04 318.04 1.14 318.14 1.24 318.24 1.34 318.34 1.44 318.44 1.54 318.54 1.64 318.64 1.74 318.74 1.84 318.84 1.94 318.94 2.04 319.04 2.14 319.14 2.24 319.24 2.34 319.34 2.44 319.44 Full Head Discharge (CFS) 0.013 0.023 Pipe Diameter (in) 4.0 Storage Discharge (ac -ft) 0.000 0.000 0.001 0.001 0.002 0.006 0.010 0.014 0.019 0.023 0.027 0.031 0.035 0.040 0.044 0.048 0.052 0.057 0.061 0.065 0.069 0.073 0.078 0.082 0.086 0.090 0.095 0.099 0.103 (cu. ft) 0. 18. 37. 55. 74. 258. 442. 626. 810. 994. 1178. 1362. 1546. 1730. 1914. 2098. 2282. 2466. 2650. 2834. 3018. 3202. 3386. 3570. 3754. 3938. 4122. 4306. 4490. (cfs) 0.000 0.001 0.001 0.001 0.001 0.002 0.003 0.003 0.004 0.004 0.004 0.005 0.005 0.005 0.006 0.006 0.006 0.006 0.007 0.007 0.007 0.007 0.007 0.008 0.008 0.008 0.008 0.008 0.008 Percolation (cfs) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.54 319.54 4674. 0.107 0.009 0.00 2.64 319.64 4858. 0.112 0.009 0.00 2.74 319.74 5042. 0.116 0.009 0.00 2.84 319.84 5226. 0.120 0.009 0.00 2.94 319.94 5410. 0.124 0.009 0.00 3.04 320.04 5594. 0.128 0.009 0.00 3.14 320.14 5778. 0.133 0.010 0.00 3.24 320.24 5962. 0.137 0.010 0.00 3.34 320.34 6146. 0.141 0.010 0.00 3.44 320.44 6330. 0.145 0.010 0.00 3.54 320.54 6514. 0.150 0.010 0.00 3.64 320.64 6698. 0.154 0.010 0.00 3.74 320.74 6882. 0.158 0.010 0.00 3.75 320.75 6900. 0.158 0.011 0.00 3.76 320.76 6918. 0.159 0.011 0.00 3.77 320.77 6937. 0.159 0.012 0.00 3.78 320.78 6955. 0.160 0.012 0.00 3.79 320.79 6974. 0.160 0.013 0.00 3.80 320.80 6992. 0.161 0.014 0.00 3.81 320.81 7010. 0.161 0.014 0.00 3.91 320.91 7194. 0.165 0.017 0.00 4.01 321.01 7378. 0.169 0.019 0.00 4.11 321.11 7562. 0.174 0.020 0.00 4.21 321.21 7746. 0.178 0.022 0.00 4.31 321.31 7930. 0.182 0.023 0.00 4.41 321.41 8114. 0.186 0.024 0.00 4.51 321.51 8298. 0.191 0.025 0.00 4.61 321.61 8482. 0.195 0.026 0.00 4.71 321.71 8666. 0.199 0.027 0.00 4.81 321.81 8850. 0.203 0.028 0.00 4.91 321.91 9034. 0.207 0.028 0.00 5.01 322.01 9218. 0.212 0.029 0.00 5.11 322.11 9402. 0.216 0.030 0.00 5.21 322.21 9586. 0.220 0.031 0.00 5.31 322.31 9770. 0.224 0.032 0.00 5.41 322.41 9954. 0.229 0.032 0.00 5.51 322.51 10138. 0.233 0.033 0.00 5.61 322.61 10322. 0.237 0.034 0.00 5.71 322.71 10506. 0.241 0.034 0.00 5.81 322.81 10690. 0.245 0.035 0.00 5.91 322.91 10874. 0.250 0.036 0.00 6.00 323.00 11040. 0.253 0.036 0.00 6.10 323.10 11224. 0.258 0.345 0.00 6.20 323.20 11408. 0.262 0.908 0.00 6.30 323.30 11592. 0.266 1.640 0.00 6.40 323.40 11776. 0.270 2.430 0.00 6.50 323.50 11960. 0.275 2.710 0.00 6.60 323.60 12144. 0.279 2.970 0.00 6.70 323.70 12328. 0.283 3.200 0.00 6.80 323.80 12512. 0.287 3.420 0.00 6.90 323.90 12696. 0.291 3.630 0.00 7.00 324.00 12880. 0.296 3.820 0.00 7.10 324.10 13064. 0.300 4.010 0.00 7.20 324.20 13248. 0.304 4.190 0.00 7.30 7.40 7.50 7.60 7.70 7.80 324.30 324.40 324.50 324.60 324.70 324.80 Hyd Inflow Outflow Target Calc 1 0.31 ******* 0.19 2 0.16 0.05 0.04 3 0.22 ******* 0.03 4 0.19 ******* 0.03 5 0.17 ******* 0.02 6 0.12 ******* 0.01 7 0.13 ******* 0.01 8 0.15 ******* 0.01 13432. 13616. 13800. 13984. 14168. 14352. Peak Stage 6.05 5.98 5.18 5.19 4.16 3.53 3.51 2.56 0.308 0.313 0.317 0.321 0.325 0.329 Elev 323.05 322.98 322.18 322.19 321.16 320.53 320.51 319.56 Route Time Series through Facility Inflow Time Series File:16440dev.tsf Outflow Time Series File:16440rdout 4.360 4.520 4.680 4.830 4.980 5.120 Storage (Ac -Ft) 0.256 0.253 0.219 0.219 0.176 0.149 0.148 0.108 (Cu -Ft) 11131. 11008. 9531. 9557. 7662. 6500. 6451. 4719. Inflow/Outflow Analysis Peak Inflow Discharge: 0.311 CFS at 6:00 Peak Outflow Discharge: 0.189 CFS at 10:00 Peak Reservoir Stage: 6.05 Ft Peak Reservoir Elev: 323.05 Ft Peak Reservoir Storage: 11131. Cu -Ft 0.256 Ac -Ft Flow Frequency Analysis Time Series File:16440rdout.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates --- Flow Rate Rank Time of Peak (CFS) 0.036 2 2/09/01 0.010 7 1/07/02 0.031 3 3/06/03 0.009 8 8/26/04 0.010 6 1/08/05 0.021 5 1/19/06 0.031 4 11/24/06 0.189 1 1/09/08 Computed Peaks Flow Duration from Cutoff Count CFS 0.001 0.002 0.003 20:00 4:00 22:00 7:00 5:00 0:00 8:00 10:00 0.00 0.00 0.00 0.00 0.00 0.00 on Jan 9 in Year 8 on Jan 9 in Year 8 Flow Frequency Analysis - - Peaks - - (CFS) (ft) 0.189 6.05 0.036 5.99 0.031 5.19 0.031 5.18 0.021 4.16 0.010 3.53 0.010 3.51 0.009 2.56 0.138 6.03 Time Series File:16440rdout.tsf Frequency CDF Exceedence_Probability Rank Return Prob Period 1 100.00 2 25.00 3 10.00 4 5.00 5 3.00 6 2.00 7 1.30 8 1.10 50.00 o o 26623 43.417 43.417 6884 11.226 54.643 4065 6.629 61.272 56.583 45.357 38.728 0.566E+00 0.454E+00 0.387E+00 0.990 0.960 0.900 0.800 0.667 0.500 0.231 0.091 0.980 0.004 4955 8.081 69.353 30.647 0.306E+00 0.005 5239 8.544 77.896 22.104 0.221E+00 0.006 3697 6.029 83.925 16.075 0.161E+00 0.007 3441 5.612 89.537 10.463 0.105E+00 0.008 2219 3.619 93.156 6.844 0.684E-01 0.008 1646 2.684 95.840 4.160 0.416E-01 0.009 1295 2.112 97.952 2.048 0.205E-01 0.010 892 1.455 99.406 0.594 0.594E-02 0.011 11 0.018 99.424 0.576 0.576E-02 0.012 18 0.029 99.454 0.546 0.546E-02 0.013 7 0.011 99.465 0.535 0.535E-02 0.014 18 0.029 99.494 0.506 0.506E-02 0.015 19 0.031 99.525 0.475 0.475E-02 0.016 19 0.031 99.556 0.444 0.444E-02 0.017 27 0.044 99.600 0.400 0.400E-02 0.018 18 0.029 99.630 0.370 0.370E-02 0.019 25 0.041 99.671 0.329 0.329E-02 0.020 40 0.065 99.736 0.264 0.264E-02 0.021 15 0.024 99.760 0.240 0.240E-02 0.022 10 0.016 99.777 0.223 0.223E-02 0.023 13 0.021 99.798 0.202 0.202E-02 0.024 9 0.015 99.812 0.188 0.188E-02 0.025 10 0.016 99.829 0.171 0.171E-02 0.026 11 0.018 99.847 0.153 0.153E-02 0.027 9 0.015 99.861 0.139 0.139E-02 0.028 21 0.034 99.896 0.104 0.104E-02 0.029 8 0.013 99.909 0.091 0.913E-03 0.030 11 0.018 99.927 0.073 0.734E-03 0.031 11 0.018 99.945 0.055 0.554E-03 0.032 13 0.021 99.966 0.034 0.342E-03 0.033 5 0.008 99.974 0.026 0.261E-03 0.034 6 0.010 99.984 0.016 0.163E-03 0.035 3 0.005 99.989 0.011 0.114E-03 Route Time Series through Facility Inflow Time Series File:16440dev.tsf Outflow Time Series File:16440rdout Inflow/Outflow Analysis Peak Inflow Discharge: Peak Outflow Discharge: Peak Reservoir Stage: Peak Reservoir Elev: Peak Reservoir Storage: 0.311 CFS at 6:00 on Jan 9 in Year 8 0.189 CFS at 10:00 on Jan 9 in Year 8 6.05 Ft 323.05 Ft 11131. Cu -Ft 0.256 Ac -Ft Flow Frequency Analysis Time Series File:16440rdout.tsf Project Location:Sea-Tac ---Annual Peak Flow Rates--- Flow Frequency Analysis Flow Rate Rank Time of Peak - - Peaks - - Rank Return Prob (CFS) (CFS) (ft) Period 0.036 2 0.010 7 0.031 3 0.009 8 0.010 6 0.021 5 0.031 4 0.189 1 Computed Peaks 2/09/01 1/07/02 3/06/03 8/26/04 1/08/05 1/19/06 11/24/06 1/09/08 20:00 0.189 6.05 1 100.00 0.990 4:00 0.036 5.99 2 25.00 0.960 22:00 0.031 5.19 3 10.00 0.900 7:00 0.031 5.18 4 5.00 0.800 5:00 0.021 4.16 5 3.00 0.667 0:00 0.010 3.53 6 2.00 0.500 8:00 0.010 3.51 7 1.30 0.231 10:00 0.009 2.56 8 1.10 0.091 0.138 6.03 50.00 0.980 Flow Duration from Time Series Cutoff Count Frequency CFS 0.001 26623 43.417 0.002 6884 11.226 0.003 4065 6.629 0.004 4955 8.081 0.005 5239 8.544 0.006 3697 6.029 0.007 3441 5.612 0.008 2219 3.619 0.008 1646 2.684 0.009 1295 2.112 0.010 892 1.455 0.011 11 0.018 0.012 18 0.029 0.013 7 0.011 0.014 18 0.029 0.015 19 0.031 0.016 19 0.031 0.017 27 0.044 0.018 18 0.029 0.019 25 0.041 0.020 40 0.065 0.021 15 0.024 0.022 10 0.016 0.023 13 0.021 0.024 9 0.015 0.025 10 0.016 0.026 11 0.018 0.027 9 0.015 0.028 21 0.034 0.029 8 0.013 0.030 11 0.018 0.031 11 0.018 0.032 13 0.021 0.033 5 0.008 0.034 6 0.010 0.035 3 0.005 Duration Comparison Anaylsis Base File: 16440pre.tsf New File: 16440rdout.tsf Cutoff Units: Discharge in CFS File:16440rdout.tsf CDF 43.417 54.643 61.272 69.353 77.896 83.925 89.537 93.156 95.840 97.952 99.406 99.424 99.454 99.465 99.494 99.525 99.556 99.600 99.630 99.671 99.736 99.760 99.777 99.798 99.812 99.829 99.847 99.861 99.896 99.909 99.927 99.945 99.966 99.974 99.984 99.989 Exceedence_Probability 56.583 0.566E+00 45.357 0.454E+00 38.728 0.387E+00 30.647 0.306E+00 22.104 0.221E+00 16.075 0.161E+00 10.463 0.105E+00 6.844 0.684E-01 4.160 0.416E-01 2.048 0.205E-01 0.594 0.594E-02 0.576 0.576E-02 0.546 0.546E-02 0.535 0.535E-02 0.506 0.506E-02 0.475 0.475E-02 0.444 0.444E-02 0.400 0.400E-02 0.370 0.370E-02 0.329 0.329E-02 0.264 0.264E-02 0.240 0.240E-02 0.223 0.223E-02 0.202 0.202E-02 0.188 0.188E-02 0.171 0.171E-02 0.153 0.153E-02 0.139 0.139E-02 0.104 0.104E-02 0.091 0.913E-03 0.073 0.734E-03 0.055 0.554E-03 0.034 0.342E-03 0.026 0.261E-03 0.016 0.163E-03 0.011 0.114E-03 Fraction of Time Check of Tolerance Cutoff Base 0.010 0.95E-02 0.013 0.65E-02 0.016 0.50E-02 0.018 0.37E-02 0.021 0.29E-02 0.024 0.22E-02 0.027 0.15E-02 0.029 0.10E-02 0.032 0.62E-03 0.035 0.34E-03 0.038 0.21E-03 0.041 0.16E-03 0.043 0.98E-04 0.046 0.16E-04 New %Change 0.19E-01 99.8 0.54E-02 -16.2 0.47E-02 -5.3 0.37E-02 0.9 0.24E-02 -16.2 0.19E-02 -13.9 0.15E-02 0.0 0.86E-03 -17.2 0.34E-03 -44.7 0.11E-03 -66.7 0.00E+00 -100.0 0.00E+00 -100.0 0.00E+00 -100.0 0.00E+00 -100.0 Probability 0.95E-02 0.65E-02 0.50E-02 0.37E-02 0.29E-02 0.22E-02 0.15E-02 0.10E-02 0.62E-03 0.34E-03 0.21E-03 0.16E-03 0.98E-04 0.16E-04 Maximum positive excursion = 0.000 cfs ( 1.5%) occurring at 0.019 cfs on the Base Data:16440pre.tsf and at 0.019 cfs on the New Data:16440rdout.tsf Maximum negative excursion = 0.003 cfs (-24.7%) occurring at 0.013 cfs on the Base Data:16440pre.tsf and at 0.010 cfs on the New Data:16440rdout.tsf Base 0.010 0.013 0.016 0.018 0.021 0.024 0.027 0.029 0.032 0.035 0.038 0.041 0.043 0.046 New 0.010 0.010 0.015 0.018 0.020 0.022 0.027 0.028 0.031 0.032 0.034 0.034 0.036 0.036 %Change 0.6 -21.1 - 4.3 0.5 - 6.3 - 6.9 0.0 -3.8 - 4.9 - 7.9 - 9.9 - 15.4 - 17.4 -21.7 Flow Duration from Cutoff Count Frequency CFS o 0.010 60739 99.053 0.011 115 0.188 0.013 70 0.114 0.014 46 0.075 0.015 38 0.062 0.016 35 0.057 0.018 36 0.059 0.019 30 0.049 0.020 21 0.034 0.022 21 0.034 0.023 18 0.029 0.024 20 0.033 0.026 24 0.039 0.027 19 0.031 0.028 12 0.020 0.029 16 0.026 0.031 11 0.018 0.032 11 0.018 0.033 9 0.015 0.035 8 0.013 0.036 3 0.005 0.037 2 0.003 0.039 3 0.005 0.040 3 0.005 0.041 1 0.002 0.042 1 0.002 0.044 3 0.005 0.045 3 0.005 0.046 2 0.003 0.048 0 0.000 0.049 0 0.000 0.050 0 0.000 0.052 0 0.000 0.053 0 0.000 0.054 0 0.000 0.055 0 0.000 Time Series File:16440pre.tsf CDF a 99.053 99.240 99.354 99.429 99.491 99.548 99.607 99.656 99.690 99.724 99.754 99.786 99.826 99.856 99.876 99.902 99.920 99.938 99.953 99.966 99.971 99.974 99.979 99.984 99.985 99.987 99.992 99.997 100.000 100.000 100.000 100.000 100.000 100.000 100.000 100.000 Exceedence_Probability 0.947 0.947E-02 0.760 0.760E-02 0.646 0.646E-02 0.571 0.571E-02 0.509 0.509E-02 0.452 0.452E-02 0.393 0.393E-02 0.344 0.344E-02 0.310 0.310E-02 0.276 0.276E-02 0.246 0.246E-02 0.214 0.214E-02 0.174 0.174E-02 0.144 0.144E-02 0.124 0.124E-02 0.098 0.978E-03 0.080 0.799E-03 0.062 0.620E-03 0.047 0.473E-03 0.034 0.342E-03 0.029 0.294E-03 0.026 0.261E-03 0.021 0.212E-03 0.016 0.163E-03 0.015 0.147E-03 0.013 0.130E-03 0.008 0.815E-04 0.003 0.326E-04 0.000 0.000E+00 0.000 0.000E+00 0.000 0.000E+00 0.000 0.000E+00 0.000 0.000E+00 0.000 0.000E+00 0.000 0.000E+00 0.000 0.000E+00 Flow Duration from Time Series File:16440rdout.tsf Cutoff Count Frequency CDF ExceedenceProbability CFS % % % 0 0.001 26623 43.417 43.417 56.583 0.566E+00 0.002 6884 11.226 54.643 45.357 0.454E+00 0.003 4065 6.629 61.272 38.728 0.387E+00 0.004 4955 8.081 69.353 30.647 0.306E+00 0.005 5239 8.544 77.896 22.104 0.221E+00 0.006 3697 6.029 83.925 16.075 0.161E+00 0.007 3441 5.612 89.537 10.463 0.105E+00 0.008 2219 3.619 93.156 6.844 0.684E-01 0.008 1646 2.684 95.840 4.160 0.416E-01 0.009 1295 2.112 97.952 2.048 0.205E-01 0.010 892 1.455 99.406 0.594 0.594E-02 0.011 11 0.018 99.424 0.576 0.576E-02 0.012 18 0.029 99.454 0.546 0.546E-02 0.013 7 0.011 99.465 0.535 0.535E-02 0.014 18 0.029 99.494 0.506 0.506E-02 0.015 19 0.031 99.525 0.475 0.475E-02 0.016 19 0.031 99.556 0.444 0.444E-02 0.017 27 0.044 99.600 0.400 0.400E-02 0.018 18 0.029 99.630 0.370 0.370E-02 0.019 25 0.041 99.671 0.329 0.329E-02 0.020 40 0.065 99.736 0.264 0.264E-02 0.021 15 0.024 99.760 0.240 0.240E-02 0.022 10 0.016 99.777 0.223 0.223E-02 0.023 13 0.021 99.798 0.202 0.202E-02 0.024 9 0.015 99.812 0.188 0.188E-02 0.025 10 0.016 99.829 0.171 0.171E-02 0.026 11 0.018 99.847 0.153 0.153E-02 0.027 9 0.015 99.861 0.139 0.139E-02 0.028 21 0.034 99.896 0.104 0.104E-02 0.029 8 0.013 99.909 0.091 0.913E-03 0.030 11 0.018 99.927 0.073 0.734E-03 0.031 11 0.018 99.945 0.055 0.554E-03 0.032 13 0.021 99.966 0.034 0.342E-03 0.033 5 0.008 99.974 0.026 0.261E-03 0.034 6 0.010 99.984 0.016 0.163E-03 0.035 3 0.005 99.989 0.011 0.114E-03 Duration Comparison Anaylsis Base File: 16440pre.tsf New File: 16440rdout.tsf Cutoff Units: Discharge in CFS Cutoff 0.010 0.013 0.016 0.018 0.021 0.024 0.027 0.029 0.032 0.035 0.038 0.041 0.043 0.046 Fraction of Base New 0.95E-02 0.19E-01 0.65E-02 0.54E-02 0.50E-02 0.47E-02 0.37E-02 0.37E-02 0.29E-02 0.24E-02 0.22E-02 0.19E-02 0.15E-02 0.15E-02 0.10E-02 0.86E-03 0.62E-03 0.34E-03 0.34E-03 0.11E-03 0.21E-03 0.00E+00 0.16E-03 0.00E+00 0.98E-04 0.00E+00 0.16E-04 0.00E+00 Time Check of Tolerance %Change 99.8 -16.2 -5.3 0.9 - 16.2 - 13.9 0.0 - 17.2 - 44.7 - 66.7 - 100.0 -100.0 - 100.0 -100.0 Probability 0.95E-02 0.65E-02 0.50E-02 0.37E-02 0.29E-02 0.22E-02 0.15E-02 0.10E-02 0.62E-03 0.34E-03 0.21E-03 0.16E-03 0.98E-04 0.16E-04 Maximum positive excursion = 0.000 cfs ( 1.5%) occurring at 0.019 cfs on the Base Data:16440pre.tsf and at 0.019 cfs on the New Data:16440rdout.tsf Maximum negative excursion = 0.003 cfs (-24.7%) occurring at 0.013 cfs on the Base Data:16440pre.tsf and at 0.010 cfs on the New Data:16440rdout.tsf Base New %Change 0.010 0.013 0.016 0.018 0.021 0.024 0.027 0.029 0.032 0.035 0.038 0.041 0.043 0.046 0.010 0.010 0.015 0.018 0.020 0.022 0.027 0.028 0.031 0.032 0.034 0.034 0.036 0.036 0.6 - 21.1 - 4.3 0.5 - 6.3 -6.9 0.0 - 3.8 - 4.9 - 7.9 - 9.9 - 15.4 - 17.4 - 21.7 Paused - Duration Analysis - KCRTS - 211001 1 II 0001110 CoILO - O v a 017 C:41 v 101 D 00 16440rdaut_dur 0 1044otargef.dur I I 1 1 1 1 I-4 10 1 1 1 1 10 1 1 1 1 1 1 �0-2 Probability Exceedence 1 1 1 1 1 1 1io 1Q° Paused - Flow Frequency - KCRTS t/6' z36,1,e t = u. 10-2_ NNW rn ' 10-3 1' 2 Return Parr! 5 10 20 50 100 ' 16440rdout.pks in Sea -Tac 16440pre.pks 00 R e 0 5 1 1 1 1 1 10 20 30 40 50 60 70 80 Cumulative Probability 90 95 Wetpond Sizing Worksheet Wetpond Sizing Worksheet Summary of the 1998 Surface Water Design Manual Requirements Project Name: •Autozone- Tukwila Project Number: 16440 Step 1) Determine volume factor f. Basic size f= 3' Large size f= 4.5 Step 2) Determine rainfall R for mean annual Storm Detemine rainfall R for mean annual storm Rainfall Step 3) Calculate runoff from mean annual storm V, = (0.9A; + 0.25At9 + 0.10Af + 0.01 Ao9) X R A; = tributary area of impervious surface Atg = tributary area of till grass Aff = tributary area of till forest Ao9 = tributary area of outwash grass R = rainfall from mean annual storm Vr = Volume of runoff from mean annual storm Step 4) Calculate wetpool Volume Vb = f Vr f = Volume Factor Vb = Volume runoff, mean annual atorm Vr = Volume of the wetpool 0.039 (feet) 26,136 (sf) 26136 5,663, (sf) 5662.8 0 (sf) 0 (sf) 0.039 (feet) 973 (cf) 3 973 (cf) (cf) 2,918 Step 5) Determine wetvault dimensions a) Determine geometry of first cell Volume in first cell 875 (cf) Depth h 1st cell (minus sed. Storage) 4 (feet) min/max 4'/8' Determine horizontal xs area at mid -depth using 219 (sf) A mid = Vol. 1st cell /h width 20 (feet) use 11 length 11 (feet) 20' x 92' overall vault overall vault area (L x W) 92 20 1840 (sf) overall vault volume © 4ft depth 7360 (cf) 2,918 overall channel length = 92 1 92 overall length to width ratio 4.60 less than 5:1 Volume in second cell (min) 2,042 (cf) Depth h 2nd cell 3 (feet) Determine xs area at mid -depth using 681 (sf) A mid = Vol. 2nd cell / h width 20 (feet) length (min) 34 (feet) Total vault Surface area = 1,840.0 Grated area requirement at 4% min 0.04 74 sq ft number of grates using 6' x 10 access grates 60 1.23 rounding up to even number of grates area provided= 0 sq ft Contech Stormfilter Guide C3I:NTECHQ ENGINEERED SOLUTIONS Size and Cost Estimate Prepared by Kathryn Thomason on November 27, 2013 AutoZone — Stormwater Treatment System Tukwila, WA Information provided: • Total contributing area = 0.73 acre • Impervious area = 0.60 acre • Detention release rate, Qrreat = 0.01 cfs • Presiding agency = City of Tukwila, WA Assumptions: • Media = CSF cartridges • Cartridge Height = 18" • Per cartridge flow rate = 7.5 gpm • Drop required from inlet to outlet = 2.3' minimum Size and cost estimates: The StormFilter is a flow -based system, and therefore, is sized by calculating the peak water quality flow rate associated with the design storm. However, when the StormFilter is placed downstream of detention the flow rate generated at the water quality storm is not always representative of the total volume of water that will go through the system or type of pollutant -loading the system may experience in one year. For this site, Contech Engineered Solutions LLC recommends using a 48" Manhole StormFilter with 3 cartridges (see attached detail). The estimated cost of this system is $16,200, complete and delivered to the job site. This estimate assumes that the manhole is 6 feet deep. The final system cost will depend on the actual depth of the unit and whether extras are specified. The contractor is responsible for setting the StormFilter and all external plumbing. Typically, precast StormFilters have internal bypass capacities of 1.8 cfs. If the peak discharge off the site is expected to exceed this rate, we recommend placing a high-flow bypass upstream of the StormFilter system. Contech Engineered Solutions could provide our high-flow bypass, the StormGate, which provides a combination weir -orifice control structure to limit the flow to the StormFilter. The estimated cost of this structure is $4,000. The final cost would depend on the actual depth and size of the unit. ©2012 Contech Engineered Solutions LLC www.ContechES.corn 11835 NE Glenn widing Dr., Portland OR 97220 Toll-free: 800.548.4667 Fax: 800.561,1271 Page 1 of 1 TS -P022 C=.I:NTECH® ENGINEERED SOLUTIONS Determining Number of Cartridges for Systems Downstream of Detention CONTECH Stormwater Solutions Inc. Engineer: KET Date 11/27/2013 Site Information Project Name AutoZone Project State Washington Project Location Tukwila Drainage Area, Ad 0.73 ac Impervious Area, Ai 0.60 ac Pervious Area, Ap 0.13 % Impervious 82% Runoff Coefficient, Rc 0.79 Upstream Detention System Peak release rate from detention, Qrelease peak 0.19 cfs Treatment release rate from detention, Qrelease treat 0.01 cfs Detention pretreatment credit 50% (from removal efficiency calcs) Mass loading calculations Mean Annual Rainfall, P 36 in Agency required % removal 80% Percent Runoff Capture 90% Mean Annual Runoff,Vt 67,803 fe Event Mean Concentration of Pollutant, EMC 60 mg/I Annual Mass Load, Mtotal 253.82 lbs Filter System Filtration brand StormFilter Cartridge height 18 in Specific Flow Rate 1.00 gpm/ft2 Number of cartridges - mass loading Mass removed by pretreatment system, Mpre 126.91 lbs Mass load to filters after pretreatment, Mpassi 126.91 lbs Estimate the required filter efficiency, Efliter 0.60 Mass to be captured by filters, Muer 76.14 lbs Allowable Cartridge Flow rate, Cart 7.50 Mass load per cartridge, Mart (lbs) 36.00 lbs Number of Cartridges required, Nmass 3 Treatment Capacity 0.05 cfs Determine Critical Sizing Value Number of Cartridges using Method to Use: SUMMARY Qrelease treat, Nflow 1 MASS -LOADING Treatment Flow Rate, cfs 0.05 Cartridge Flow Rate, gpm 7.5 Number of Cartridges 3 1 of 1 C:IUSERSICBULLIAPPDATAILOCALIMICROSOFTIWINDOWS\TEMPORARY INTERNET FILES\CONTENT.OUTLOOKI2YMTEU1L\SFMH48-DTL.DWG 11/27/2013 9:01 AM A FI.OI,y INLET OUTLET SUMP TOP SLAB ACCESS SEE FRAME AND COVER DETAIL CONTRACTOR TO GROUT TO FINISHED GRADE GRADE RING/RISERS INLET PIPE PLAN VIEW STANDARD OUTLET RISER FLOWKIT: 40A OUTLET 48" I.D. MANHOLE STRUCTURE (58") O.D. FLOATABLES BAFFLE FILTER CARTRIDGE FLOW KIT OUTLET SUMP SECTION A -A StormFilter 0 Z v I— z =O _ "H HDPE OUTLET RISER STORMFILTER DESIGN NOTES STORMFILTER TREATMENTCAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (3). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 3 CARTRIDGES. 048" MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.0 CFS. IF THE SITE CONDITIONS EXCEED 1.0 CFS AN UPSTREAM BYPASS STRUCTURE IS REQUIRED. CARTRIDGE SELECTION CARTRIDGE HEIGHT 27" 18" LOW DROP RECOMMENDED HYDRAULIC DROP (H) 3.05' 2.3' 1.8' SPECIFIC FLOW RATE (gpmisf) 2 gpmlft2 1 gpm/ft2 2 gpm/f12 1 gpm/ft2 2 gpm/ft2 1 gpm/ft2 CARTRIDGE FLOW RATE (gpm) 22.5 11.25 15 7.5 10 5 FRAME AND COVER (DIAMETER VARIES) N.T.S. SITE SPECIFIC DATA REQUIREMENTS STRUCTURE ID * WATER QUALITY FLOW RATE (cfs) * PEAK FLOW RATE (cfs) RETURN PERIOD OF PEAK FLOW (yrs) * # OF CARTRIDGES REQUIRED * CARTRIDGE FLOW RATE * MEDIA TYPE (CSF, PERLITE, ZPG, GAC, PHS) * PIPE DATA: I.E. MATERIAL DIAMETER INLET PIPE #1 * * INLET PIPE#2 * * * OUTLET PIPE * * RIM ELEVATION 1 * ANTI -FLOTATION BALLAST WIDTH HEIGHT NOTES/SPECIAL REQUIREMENTS: * PER ENGINEER OF RECORD GENERAL NOTES 1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE. 2. DIMENSIONS MARKED WITH ( ) ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY. 3. FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS LLC REPRESENTATIVE. www.contechES.com 4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS DRAWING. 5. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, ASSUMING EARTH COVER OF 0' - 5' AND GROUNDWATER ELEVATION AT, OR BELOW, THE OUTLET PIPE INVERT ELEVATION. ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO M306 AND BE CAST WITH THE CONTECH LOGO. 6. FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL BE 7 -INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 39 SECONDS. 7. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft). INSTALLATION NOTES 1. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE-SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE SPECIFIED BY ENGINEER OF RECORD. 2. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE (LIFTING CLUTCHES PROVIDED). 3. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE. 4. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S). 5. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HOPE OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 8 INCHES, CONTRACTOR TO REMOVE THE 8 INCH OUTLET STUB AT MOLDED IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR. 6. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF. CNTECH® ENGINEERED SOLUTIONS LLC www.contechES.com 9025 Centre Pointe Dr., Suite 400, West Chester, OH 45069 800-338-1122 513-645-7000 513-645-7993 FAX SFMH48 STORMFILTER STANDARD DETAIL Stormwater Filtration 121 seletivi5 the, itht stoma-iv,v solt&tioK dust 50f Cash,✓:.. It's simple to choose the right low impact development (LID) solution to achieve your runoff reduction goals with the Contech UrbanGreen Staircase. First, select the runoff reduction practices that are most appropriate for your site, paying particular attention to pretreatment needs. If the entire design storm cannot be retained, select a treatment best management practice (BMP) for the balance. Finally, select a detention system to address any outstanding downstream erosion. z 0 2 p 2 Surface Infiltration Subsurface Infiltration Rainwater Harvesting Biofiltration Filtration Hydrodynamic Separation © 2012 Contech Engineered Solutions LLC Learn more at www.ContechES.com/stormfilter Highly Effective Pollutant Removal Stormwater quality standards are becoming increasingly complex, especially with the advent of total maximum daily load (TMDL) requirements. Meeting pollutant reduction goals typically requires a technology that is highly effective at removing solids and associated pollutants from stormwater. In some cases, the technology must also be capable of removing dissolved pollutants such as metals and phosphorus. Using a variety of media, filtration systems can meet that need. For almost two decades the Stormwater Management StormFilter® has helped you meet the most stringent stormwater requirements. The system has been continually tested and refined to ensure maximum reliability and performance. Learn more about filtration at www.ContechES.com/stormfilter The Stormwater Management StormFilter helps you meet the most stringent stormwater requirements ❖❖❖ Choosing the Right System The Fundamentals of Filtration The performance and longevity of media filtration systems is governed by a number of variables that must be carefully considered when evaluating systems, including media type, media gradation, hydraulic loading rate. Understanding these variables requires careful testing and development of performance and longevity data to support proper filter design. Media Surface Area Filtration flow rates are typically expressed as a surface area specific operating rate such as gallons per minute per square foot (gpm/ft2) of surface area. Lower specific operating rates translate to better performance and longer maintenance cycles. Specific operating rates higher than 2 gpm/ft2 of media surface area negatively impact performance and longevity. Surface vs. Radial Cartridge Filtration When assessing filtration systems, it is important to consider whether filtration occurs primarily at the media surface or throughout a bed of media like in radial -cartridge filters. All else equal, radial -cartridge filters are longer lasting, since pollutants are captured and stored throughout the bed, as opposed to predominantly on the media surface. Radial cartridge filters capture more mass of pollutants per unit area of filter surface. Surface filters, such as membranes, are prone to rapid failure due to clogging, as pollutants occlude the media surface which requires frequent backwashing. Media Hydraulic Conductivity and Flow Control Filtration media is able to pass more flow per unit of media when it is new versus when it has been in operation for a while. With time, pollutants accumulate in the media bed and reduce its hydraulic capacity. It is critical that filtration devices are designed with excess hydraulic capacity to account for this loss. Also, finer media gradations remove finer particles, but have lower hydraulic capacity and occlude more rapidly. High performance and superior longevity can be achieved by controlling the flow through a more coarse media bed. Performance: Laboratory Testing Laboratory testing provides a means to generate hydraulic and basic performance data, but should be complimented with long- term field data. Laboratory performance trials should be executed with a fine sediment gradation such as Sil-Co-Sil 106 which has a median particle size of 22 microns. Testing with coarser gradations is not likely to be representative of field conditions. Performance: Field Testing Long-term field evaluations should be conducted on all filtration devices. Field studies should comply with the Technology Acceptance Reciprocity Partnership (TARP), Environmental Technology Verification (ETV) or the Technology Assessment Protocol — Ecology (TAPE) protocols. Testing should be overseen by a reputable third -party to be considered valid. Longevity It is essential that loading trials be conducted to evaluate the longevity of a media filter. These trials must be executed with "real" stormwater solids and not silica particles. Reliance on silica particles to assess longevity grossly overstates the loading capacity of the media and the results of such trials should not be relied on. Knowing how much mass a media filter can capture before failure allows it to be sized for a desired maintenance interval by estimating the pollutant load that will be delivered to the filter. Learn more at www.ContechES.com/stormfilter 3 The Stormwater Management StormFilter® A best management practice (BMP) designed to meet stringent regulatory requirements; the Stormwater Management StormFilter removes the most challenging target pollutants — including fine solids, soluble heavy metals, oil, and total nutrients — using a variety of media. For more than two decades, StormFilter has helped clients meet their regulatory needs and through product enhancements the design continues to be refined for ease of use. Here's Why StormFilter is the Best Filter Available: Superior Hydraulics • External bypass — Protects treatment chamber from high flows and ensures captured pollutants are not lost during low frequency, high intensity storm events • Multiple cartridge heights — Minimize head loss to fit within the hydraulic grade line and shrink system size, reducing install costs • Over 30 StormFilter configurations in use across the country AIR LOCK CAP WITH CHECK VALVE FILTER MEDIA CENTER TUBE SCRUBBING REGULATOR UNFILTERED WATER LIFTING Tab FLOAT VALVE OUTER MESH Reliable Longevity • One -of -a -kind self-cleaning hood — Prevents surface blinding, UNDER -DRAIN ensures use of all media, and prolongs cartridge life MANIFOLD • One to two-year maintenance cycles - Fewer maintenance events compared to similar products reduces costs over the lifetime of the system • 15 -years of maintenance experience — Predictable long-term performance comes standard Proven Performance Only proven filter on the market - Performance verified by the WA Ecology and NJ DEP, and system approved for use with numerous local agencies - Qualifies for LEED® Sustainable Site Credit 6.2 — Stormwater Quality Control • Achieve water quality goals with confidence — Easy approval speeds permitting • 8th Generation Product— Design refined and perfected over two decades of research and experience • Full-scale testing at more than 10 sites around the United States 4 Learn more at www.ContechES.com/stormfilter FILTERED WATER HOOD UNFILTERED WATER FILTERED WATER UNDER -DRAIN MANIFOLD CAST' INTO VAULT FLOOR VAULT FLOOR Underground System Maximizes Land Use and Development Profitability • Save land space, allow denser development and reduce sprawl • Add parking, increase building size, develop outparcels by eliminating aboveground systems • Compact design reduces construction and installation costs by limiting excavation Patented Siphon -Actuated Filtration During a storm, runoff passes through the filtration media and starts filling the cartridge center tube. Air below the hood is purged through a one-way check valve as the water rises. When water reaches the top of the float, buoyant forces pull the float free and allow filtered water to drain. After the storm, the water level in the structure starts falling. A hanging water column remains under the cartridge hood until the water level reaches the scrubbing regulators at the bottom of the hood. Air then rushes through the regulators releasing water and creating air bubbles that agitate the surface of the filter media, causing accumulated sediment to drop to the vault floor. This patented surface -cleaning mechanism helps restore the filter's permeability between storm events. See the StormFilter in action at www.ContechES.com/stormfilter Self-cleaning hood prevents surface blinding, ensures use of all media, and prolongs cartridge life The StormFilter cartridges can also be utilized in our UrbanGreen BioFilter to expand the system's capacity and extend maintenance intervals. Find out more at www.ContechES.com/biofilter Learn more at www.ContechES.com/stormfilter 5 Configurations and Applications The StormFilter technology can be configured to meet your unique site requirements. Here are a few of the most common configurations, however many other configurations are available. Please contact your Contech Project Consultant to evaluate the best options for your site or find out more in the StormFilter Configuration Guide available on www.ContechES.com/stormfilter. Upstream Treatment Configurations The following suite of StormFilter configurations are easily incorporated on sites where LID site design is recommended. These low-cost, low -drop, point -of -entry systems also work well when you have a compact drainage area. CatchBasin StormFilter • Combines a catch basin, o high flow bypass device, and a StormFilter cartridge in one shallow structure • Treats sheet flow • Uses drop from the inlet grate to the conveyance pipe to drive the passive filtration cartridge • No confined space required for maintenance Curb Inlet • Accommodates curb inlet openings from 3 to 10 feet long • Uses drop from the curb inlet to the conveyance pipe to drive the passive filtration cartridges Linear Grate • Can be designed to meet volume based sizing requirements • Can be installed in place of and similar to a typical catch basin • No confined space entry required for maintenance • Accommodates up to 29 StormFilter cartridges Infiltration/Retrofit Configuration Infiltration 6 Provides treatment and infiltration in one structure Available for new construction and retrofit applications Easy installation Learn more at www.ContechES.com/stormfilter Ca te,hba.sitl S 0 Y Roof Runoff Treatment Configuration DownSpout Easily integrated into existing gutter systems to treat pollution from rooftop runoff Fits most downspout configurations and sizes; single or dual -cartridge models available • Treats up to 14,000 square feet of rooftop area per dual -cartridge system Downstream Treatment Configurations Conventional stormwater treatment involves collecting, conveying and treating stormwater runoff with an end of pipe treatment system before discharging off-site. StormFilter configurations suitable for these applications are listed below and can be engineered to treat a wide range of flows. Vault / Manhole • Treats small to medium sized sites • Simple installation - arrives on-site fully assembled • May require off-line bypass structure High Flow • Treats flows from large sites • Consists of large, precast components designed for easy assembly on-site • Several configurations available, including: CON/SPAN®, Panel Vault, Box Culvert, or Cast -In -Place Volume • Meets volume -based stormwater treatment regulatioris • Captures and treats specific water quality volume (WQv) • Provides treatment and controls the discharge rate • Can be designed to capture all, or a portion, of the WQv Peak Diversion • Provides off-line bypass and treatment in one structure • Eliminates material and installation cost of additional structures to bypass peak flows • Reduces the overall footprint of the treatment system, avoiding utility and right-of-way conflicts • Internal weir allows high peak flows with low hydraulic head losses • Accommodates large inlet and outlet pipes (up to 36") for high flow applications DowinSpot.tt St() 0 EL .5.) 0 Learn more at www.ContechES.com/stormfilter 7 Media Options Our filtration products can be customized using different filter media to target site-specific pollutants. A combination of media is often recommended to maximize pollutant removal effectiveness. • PhosphoSorb'' is a lightweight media built from a Perlite-base that removes total phosphorus (TP) by adsorbing dissolved -P and filtering particulate -P simultaneously. Perlite is naturally occurring puffed volcanic ash. Effective for removing TSS, oil and grease. CSF® Leaf Media and MetalRx"' are created from deciduous leaves processed into granular, organic media. CSF is moeffective for removing soluble metals, TSS, oil and grease, and buffering acid rain. MetalRx, a finer gradation, is used for higher levels of metal removal. <, Zeolite is a naturally occurring riiineral used to remove soluble metals, ammonium and some organics. GAC (GranularActivated earbon) has'a micro -porous structure with an exteris ve surf -bee area to provide high levels ofradsorption. It is primanTy i 't'd.to remove oil and grease and organics such as PAHs and..;pI halat s. Focus on Phosphorous Stormwater runoff with elevated phosphorus concentration can significantly impair water quality. More stringent stormwater regulations calling for higher levels of phosphorus removal ore currently being implemented. To meet these requirements, more than just the physical separation of particulate P is needed. That's where the PhosphoSorb media can help. A cost-effective, lightweight, adsorptive filtration media, PhosphoSorb offers the effective adsorption capacity of dissolved phosphorus and retention capacity of particulate phosphorus. Initial field results suggest removal of greater than 65% of the total phosphorus load can be expected when influent concentrations exceed 0.1 mg/I, and the media can remain in operation for more than 1 year without requiring maintenance due to media occlusion. 8 Learn more at www.ContechES.com/stormfilter Sediments Oil and Grease Soluble Metals Organics Nutrients 0Li- C 6. `m 0. •'.. • t . • . CD Total Phosphorus Note: Indicaf€tl edia are , tnt t effective for associated pbllu nt p -dia may treat pollutants, but t6 a lesser degree'.`' ZPG'" media, a giropr etary blend of zeolite, perlite, and GAC, is maki"vailable and provides an alternative where leaf'riiedia cannot be used. Dissolved Phosphorus a t a u Cartridge Options With multiple cartridge heights available, you have a choice when fitting a StormFilter system onto your site. The 27" cartridge provides 50% more treatment per square foot of system than the 18" cartridge. So, you are meeting the same treatment standards with fewer cartridges, which means a smaller system. If you are limited by hydraulic constraints, choose our low drop cartridge, which provide filtration treatment with only 1.8 feet of headloss. 27" 18" 12" Cartridge Type StormFilter 27" Hydraulic Drop 3.05 feet Treatment Capacity (gpm) 1 gpm/ft2 2 gpm/ft2 11.25 22.5 StormFilter 18" 2.3 feet. 7.5 15 StormFilter Low Drop 1.8 feet 5 10 MFS 22" 2.3 feet 9 18 MFS 12" 1.4 feet 5 10 StormFilter Accessories u a. o o 0 L Small Footprint 3.05 ft 2.3 ft Low Drop 1.8 ft footprint/system size Multiple cartridge heights are available to meet your hydraulics needs ❖❖❖ Drain -Down • Provides complete dewatering of the StormFilter vault by gradually removing residual water in the sump after the storm event • Aids in vector control by eliminating mosquito -breeding habitat • Eliminates putrefaction and leaching of collected pollutants • Lowers maintenance cost by reducing decanting and disposal volume Sorbent Hood Cover • Absorbs free surface oil and grease on contact • Will not release captured oil, even when saturated • Made from recycled synthetic fiber Cartridge Lifting Hook • Specially designed to help you easily lift cartridges during maintenance Learn more at www.ContechES.com/stormfilter 9 Maintenance Longevity is a function of applying existing filtration physics to the maximum extent possible in order to decrease maintenance frequency without sacrificing performance. Maintenance is an integral part of ensuring long term effectiveness of a filter system. The quality of treatment can only be guaranteed by a well maintained structure, whether it is proprietary or nonproprietary. The notion that some BMPs, including low impact development (LID) structures, have no maintenance cost burden is a misconception. Longer Maintenance Intervals Reduce Life Cycle Costs Maintenance intervals can be a large unseen cost for developers and owners. Including a maintenance interval in the product specification will ensure that no one is surprised with high long term costs. The Stormwater Management StormFilter can be designed with up to a 2 year maintenance interval, proven by over a decade of installations, which can greatly reduce costs. Our filter cartridges are made with 60% of recyclable material. Ease of Maintenance Matters The StormFilter has been optimized over time to make maintenance easy. Cartridges feature a 1/4 turn connector, so they can be quickly removed and installed. A removable hood allows for effortless access to spent media, especially compared to sealed systems that require cutting the cartridge hood. Finally, all StormFilter structures can be accessed without restriction for inspection, media replacement, and washing of structure. Experience Counts Contech has over 120,000 StormFilter cartridges in use throughout the country. We have a plant dedicated to the production of filtration cartridges based in Portland, OR, that supports maintenance events with exchange of full cartridge and maintenance contracts. All cartridge components go through a QA/QC review at the refilling point to ensure that the correct media gradation is supplied and that it is packed properly which provides reliable operation and performance. Not All Stormwater Filtration Systems are the Same When you choose the Stormwater Management StormFilter, you are choosing the industry leading technology. Our experienced design engineers can help you design the system that will work for your site and your budget. View a StormFilter maintenance event at www.contech-cpi.com/ stormfilter 10 Learn more at www.ContechES.com/stormfilter Maintenance Required If: Greater than 4" of sediment is on the structure floor • Greater than 1" of sediment is on the top of the cartridges Great than 4" of standing water in vault for more than 24 hours after a storm Annual StormFilter vault inspection is recommended and it doesn't require confined space entry ❖❖❖ Spent filter media can be dumped directly onto the structure floor, so the emptied lightweight cortridges can be easily removed, thus eliminating the need for handling heavy units. (Potluta.tnts must be vemoved to vestove the StovniPilter to its full efFitithc,y 04.4n64. Stovn4Pilter stvttctuves to -in be a..cc,essed without tohfi M4 for itnspectiov. Easy to a.,c.ess tvea tnae.r t system COWL n4a.10. a„ diffe441u. ill nickiviteina.hCe egpeAses. The quality of treatment can only be guaranteed by a well maintained structure Learn more at www.ContechES.com/stormfilter 11 Next Steps MNL Read our white paper, Evaluation of Stormwater Filtration Systems, to learn more. You'll receive free PDH credits for completing a quick quiz. Available at www.ContechES.com/stormfilter ezto ezt with as We're always available to make your job easier. Search for your local rep a www.ContechES.com. While you're there, be sure to check out our upcoming seminar schedule or request an in-house technical presentation. Sta.✓'r c Tvo:pc,t If you are ready to begin a project, visit us at www.ContechES.com/designtoolbox Cid► TCI• ENGINEERED SOLUTIONS O 2013 CONTECH ENGINEERED SOLUTIONS, LLC 800-338.1122 www.ContechES.com NOTHING IN THIS CATALOG SHOULD 8E CONSTRUED AS AN EXPRESSED WARRANTY OR AN IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR ANY PARTICULAR PURPOSE. SEE THE CONTECH STANDARD CONDITIONS OF SALE {VIEWABLE AT WWW.CONTECHES.COWCOS) FOR MORE INFORMATION. All Rights Reserved. Printed in the USA Contech Engineered Solutions LLC provides site solutions for the civil engineering industry. Contech's portfolio indudes bridges, drainage, sanitary sewer, stormwater and earth stabilization products. For information on other Cometh division offerings, visit ContechES.com or coil 800.338.1 122 The product(s) described may be protected by one or more of the following US patents: 5,322,629; 5,624,576; 5,707,527; 5,759,415; 5,788,848; 5,985,157; 6,027,639; 6,350,374; 6,406,218; 6,641,720; 6,511,595; 6,649,048; 6,991,114; 6,998,038; 7,186,058; 7,296,692; 7,297,266 related foreign patents or other potents pending. The Stormwater Management StormFilter, MFS and CDS are trademarks, registered trademarks, or licensed trademarks of Cometh Engineered Solutions LLC. LEED is a registered trademark of the U.S. Green Building Council. Get Social With Us! UG nitration Brochure 05/13 7M Set Me.! We print our brochures entirely on Forest Stewardship Council certified paper. FSC certification ensures that the paper in our brochures contain fiber from well- managed and responsibly harvested forests that meet strict environmental and socioeconomic standards. FSC 4! KraZa11 &ASSOCIATES,INC. GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION September 13, 2013 KA Project No. 062-13003 AutoZone, Inc. 123 S Front Street Memphis, TN 38103 Attention: Mr. H. L. Trey Smallwood, III RECEIVED 10 27 2013 ;OtJ�O�;�LI�Y rvt� RE: GEOTECHNICAL ENGINEERING LETTER - STORMW(ATERt_tINFILTRATION PROPOSED AUTOZONE STORE 14621 TUKWILA INTERNATIONAL BOULEVARD TUKWILA, WASHINGTON Dear Mr. Smallwood: This letter presents the results of our stormwater infiltration study for the planned AutoZone Store to be located at 14621 Tukwila International Boulevard in Tukwila, Washington. The scope of this limited geotechnical letter was based on our correspondence with you and your Civil Engineer, Ms. Karen Harris, P.E. of Barghausen Consulting Engineers, Inc. Our services were performed with the authorization of AutoZone, Purchase Order number 80448, dated September 05, 2013. We previously issued a geotechnical engineering report for this project on March 22, 2013. Ms. Harris has informed us that as a part of the 2009 King County stormwater drainage requirements, Flow Control BMP's must be implemented on the site, and she has requested a written statement from the geotechnical engineer evaluating the suitability of the site soils for infiltration. For our use in preparing this letter, we have been provided with the preliminary grading plan dated May 7, 2013 indicating the proposed infiltration area in a basin south of the proposed building under the driveway access from Tukwila International Boulevard. We have been requested to perform in-place infiltration testing and to provide design infiltration rates for the subsurface soils to aid in the design of the stormwater system for the planned development. As part of our infiltration study, we visited the site on September 11, 2013 to conduct the in-place infiltration tests. We advanced three borings and conducted three (3) in-place infiltration tests in general accordance with the EPA falling head test procedure. The approximate test locations are shown on the attached site plan in Figure 1. Our borings in the planned infiltration area generally encountered a surficial layer of medium dense crushed rock with sand and silt extending to a depth of approximately one -foot. This surficial layer was interpreted as fill. Underlying the fill, our borings encountered dense to very dense silty sand with gravel, which was interpreted as glacial till. The glacial till extended to the depths explored at approximately 10 feet in each of the borings. Stormwater Infiltration Testing The design infiltration rate was developed based on procedures outlined in King County's Surface Water Design Manual (2009). The Falling Head Percolation Test procedure was used to evaluate the infiltration capacity for the soils at this site. The Falling Head Percolation Test procedure, generally based on test Offices Serving The Western United States 4303 — 198`h Street SW • Lynnwood, WA 98036 • (425) 485-5519; Fax (425)485-6837 KA No. 062-13003 September 13, 2013 Page No. 2 of 4 method described in the Environmental Protection Agency (EPA) Design Manual for Onsite Wastewater Treatment and Disposal Systems (October 1980), was used to measure stormwater infiltration rates for the soils in borings I-1, I-2 and 1-3. The number, locations and depths of the test holes were based on the King County Manual and our conversations with the Civil Engineer regarding depth of the planned system. Test Procedure: Six-inch diameter test holes were bored to a depth of approximately 10 feet below the existing ground surface. Approximately one -inch of clean gravel was placed in the bottom of the pipe to protect the soil from scouring as water was poured into the apparatus. Water was added to the test holes in order to saturate the soils prior to taking the timed water level measurements. After the soaking period, the elapsed times for changes in water levels were measured to determine the approximate infiltration rates for the soils. Design Infiltration Rate The measured in-situ infiltration rates were in the range of 0.9 to 2.0 inches per hour. The design infiltration rate was calculated by applying correction factors from King County' s Surface Water Design Manual and a factor of safety to the measured infiltration rates. The correction factors are applied for testing methods, facility geometry and plugging of soils. For the proposed infiltration system the correction factors are as follows: • Fgeom.try = 1 • Ftesting = 0.3 ( for EPA method) • Fplugging = 0.7 (for loams & sandy loams) Based on in-place field infiltration testing and application of the correction factor and a factor of safety, it is our opinion that a design infiltration rate of 0.2 inches per hour may be used for a design of well-maintained infiltration system installed in the native glacial till soil. The on-site stormwater system should be designed by a Washington State Licensed Civil Engineer. Testing and Inspection We should evaluate the soil conditions during construction of the stormwater management system to confirm that the soil conditions are consistent with those encountered in our explorations. This activity is an integral part of our services as acceptance of earthwork construction is dependent upon observation of the consistency of the soil and groundwater conditions, and making appropriate adjustments if conditions vary from those indicated by our explorations. LIMITATIONS Geotechnical engineering is one of the newest divisions of Civil Engineering. This branch of Civil Engineering is constantly improving as new technologies and understanding of earth sciences improves. Krazan & Associates, Inc. Offices Serving The Western United States KA No. 062-13003 September 13, 2013 Page No. 3 of 4 Although your site was analyzed using the most appropriate current techniques and methods, undoubtedly there will be substantial future improvements in this branch of engineering. In addition to improvements in the field of geotechnical engineering, physical changes in the site either due to excavation or fill placement, new agency regulations or possible changes in the proposed structure after the time of completion of the geotechnical letter may require the geotechnical letter to be professionally reviewed. In light of this, the Owner should be aware that there is a practical limit to the usefulness of this letter without critical review. Although the time limit for this review is strictly arbitrary, it is suggested that two years be considered a reasonable time for the usefulness of this letter. The recommendations made in this letter are based on the assumption that soil and groundwater conditions do not vary significantly from those disclosed during our field investigation. If any variations or undesirable conditions are encountered during construction, the geotechnical engineer should be notified so that supplemental recommendations can be made. The conclusions of this letter are based on the information provided regarding any proposed construction. If the proposed construction is relocated or redesigned, the conclusions in this letter may not be valid. The geotechnical engineer should be notified of any changes so that the recommendations can be reviewed and re- evaluated. This letter is a limited investigation with the purpose of evaluating the soil and groundwater conditions and providing infiltration testing. The scope of our services did not include any environmental site assessment for the presence or absence of hazardous and/or toxic materials in the soil, groundwater or atmosphere, or the presence of wetlands. Any statements, or absence of statements, in this letter or on any exploration log, regarding odors, unusual or suspicious items, or conditions observed are strictly for descriptive purposes and are not intended to convey engineering judgment regarding potential hazardous and/or toxic assessments. The information presented herein is based upon professional interpretation utilizing standard engineering practices and a degree of conservatism deemed proper for this project. It is not warranted that such information and interpretation cannot be superseded by future developments. We emphasize that this letter is valid for this project as outlined above, and should not be used for any other site. o -O -o Krazan & Associates, Inc. Offices Serving The Western United States KA No. 062-13003 September 13, 2013 Page No. 4 of 4 We appreciate the opportunity to provide service to you on this project. If you have any questions, or if we may be of further assistance, please do not hesitate to contact our office at (253) 939-2500. Respectfully submitted, KRAZAN & ASSOCIATES, INC. 9/13/13 Michael D. Rundquist, P.E. Senior Project Manager VC:MDR Attachment: Site Plan Vijay Chaudhary, E.I.T. Staff Engineer Krazan & Associates, Inc. Offices Serving The Western United States tf / F i / / EX. DRIVEWAY ' (TO DE ABANDO /ff t r' �1 4 { Y 7 it '/ 4 kFt fl tt t e � fl A f 4*4 r fir+ a V kY i4/FWr ORI �'Ei'. / T./' INFILTiATIpN rpt ' / Reference: Grading Plan by Barghausen Consulting Engineers, Inc., Dated 5/7/13 Proposed AutoZone Store Figure 1 Site Plan Project Number: 062-13003 �j` & ASSOCIATES, INC. KraZan Drawn By: V.C. Date: September 2013 Not to Scale 111 CITY t()1' 7'1.Ih'Ilf1Lr# PiNdk' )t cork% D inrtent's)I t'rTtrnfi Center 6Jt!(1Sorilltr,+nliree Bier/, 4rr1(t' 10 11',4 9818dr hltp //eems, ',f`irkedla igotlyy Permfll No, C l 3 -60/S' PrnjeI Nt1 Sala Applte utinn Accepted: ////4% 3 DOLI E plres; 0 2//,2 f/K (1:or efittv tese TRAFFIC CONCI.1RREN CY CERTIFICATE APPLICArr1OI , pplIcathms and plans nnisl he complete in order to he et:crptc l for plan revn.,,xt Appllcritiuns Will not be accepted through the, mail or by link "Please Icrise Print" SITZ, LOCATION tine rlildrttSs 141139 TILK, uila tttiurnulinrl:aI Blvd fannali Nom,' In PROPERTY OWNER ldnntsl Tardily M Q'Srigri Addrt:st 1403E1 Tukwila international Blvrt Ci13'. Tukwila 51u10: WA Zip. 98188 Kine Co. Asse®ir"s Tax N. 0f14G'1000835 Snrtn t'Jumber- C INTACT PFE'FtSI»J — pef$nr) tert'irlog ,ill privet carnmian irai lun Nnttte, .Jn .cert I ItikJklt Il P,E, F,Irrrgltaiisen Consulting Ertgi Adalat;:. 1821E - 72nd Avenue South City. Kent State. WA 1'1tottw- (425) 251,52,7 Zip: 98032 fm; (425) 251.8782 anoik' I11ubbolk(il_.bergileusen cool Scope of Wcak Ipin_:int provide dBtalicrt ant):._. Coltptrucl IIgw 13 L`:ssl.uaie-coat r'nastrri v AutoZorio rntall alaari with iissociale 1 ulalill s. drive aisles, parking, and landscapinf. 'Fype iirEtiistiits: Ilse: car lot and coffee t1tand is existing Iatilldint! s'ttaii t No '1jp _ i tr'ork: New U A Fditiun LJ CIlnitgr ol'`lage ypc of i'ropoMeci UK. . auto pans retail store I_ PERMIT APPLICATION NOTES Size or F:aislrnk, 1 Ne. t:i:iltee 31arid: 471 sq 1'1 Farr hum, Ickne? 0 Remodel r1 i'nnatti lutpravwnent Size of I'roposeo Use: t5,815 squere feet l.rplrrititro the t.1nrrarrEnri i;„oe not ha rrttnll aw cinr>v 9il day$ nllcr ltataricc allot the Airpliuuut auImi ti ii SEPA iie tither clta:urimitlatiire pursnunl it' Tlvtl 2l 01 llthr iutrniwal h mall! winim 1 dra1 Ihr 144i itrrtlrc ,hull tic V01111 IN tach. 001r:t rtor )tar ham Ilia !tart aif i55un; ec of air ['mire t.)n:.i die aloc1wted dcvrlolantnt vomit ui trualliltik permit rt 411114Wc::1, di+: (1n;sl rcttttlrrrrncp ccrtl1lvsle clean 13 vrslit! lot '3 year t iia ray Ike developer polacsare a tintld irultaJIni pc.Irult f;,i the iJitrr.lntmienl amt► Ina veuited In di.Corrinnur with 1%1C rransternhllir) A 4►niiicnre r'I cnncumrrwy IY n91 trunzir•rub1: to who lard, but nray I'c tleniferrcd owners of the original lanai A irt1tlitt ale ni osticatten;;' 411011 Apply tattl} tri Iii: irtrctilc rnit,t last. ifetr .lt}, rind'nte rlty ,lescrlMerl in the q il::ntioa fur ,r tleveloo nenr p rmi1 air hutltihlu petrolt 1 111J(1,IIY 117.1t1fl'Y 1ILAI 1HAVE REAL/ ANL) LXA?11I4ED TIIIS t\19'IJt:A 13i)N ANI) KNOW 13ti: SAML• 10 $1i TRUE UNDER rL'WAL1 Y r:1r I1LUJ11itY DV 1'HE LAVv'S al'' 1111: !+19'11. ati' W, 1IMta'rti;'i, ANt I AM As11`IiORIZCF:r rU APPI.V FOR Tl115 Ptit.N11T i'kt11'1'.Nt`i'1' ti44'(rll't,tiit al `t llt) 51 61uta: AGENT t Mato H — 4 '3 Print is . # —Tt l.tii' Ivy - f -,A riat relnitltrnrw. Mailing A tidre55. 141 'a=t I Ut. ILA/it LL._ r«..r 77-, `Ianvil l u_ r t 7 rLtk— 6 i 1 6r.Q 1?7 i r lr1 ;33 t1,011 -AXIOM. . iJa 1.1 0 I ,wip.i4 itso,1, I..itIo L 4rarost.4t +41(dsi•414N11 r t; tl foga l al tee 1 41"/W0 Cash Register Receipt City of Tukwila DESCRIPTIONS ACCOUNT QUANTITY PAID PermitTRAK $4,050.00 C13-0018 Address: 14639 TUKWILA INTERNATIONAL BLVD B Apn: 0040000865 $4,050.00 PUBLIC WORKS $4,050.00 TRAFFIC CONCURRENCY TOTAL FEES PAID BY RECEIPT: R74 104.367.121.00.00 $4,050.00 $4,050.00 Date Paid: Tuesday, November 12, 2013 Paid By: AUTOZONE Pay Method: CHECK 433356 Printed: Tuesday, November 12, 2013 12:35 PM 1 of 1 CRWSYSTEMS IVORIfINCTORA DABETTERE,tiV!RMENr J `��"!°" �r y � `7t11 SEWER DISTRICT 14816 Militai, .load SoutllECEIVED P.O. Box 69550 Tukwila, WA 98168 NOV 27 2013 Phone: (206) 242-3236 Fax: (206) 242-1527 (;Oi IAUhll1 J-LUI'ML-Nf P A 1 AUG 0 2, 2013 CERTIFICATE OF SEWER AVAILABILITY/NON-AVAILABILITY Residential: $50 >e Certificate of Sewer Availability Commercial: $100 OR ❑ Certificate of Sewer Non -Availability Part A: (To Be Completed by Applicant) Purpose of Certificate: e Building Permit U Preliminary Plat or PUD ❑ Other ❑ Short Subdivision ❑ Rezone Proposed Use: ❑ Residential Single Family U Residential Multi -Family a Commercial U Other Jason Hubbell, Barghausen Engine Applicants Name: AutoZone, Inc. Phone: Applicant's Agent (425) 251-6222 Property Address or Approximate Location: Tax Lot Number: 0040000865 14639 Tukwila International Blvd. Legal Description(Attach Map and Legal Description if necessary): Attached. Part B: (To Be Completed by Sewer Agency) ., 1. a. Sewer ervice will be provided by side sewer connection only to an existing C:::? size sewer 0 -the site and the sewer system has the capacity to serve the proposed use. OR ❑ b. Sewer service will require an improvement to the sewer system of: ❑ (1) feet of sewer trunk or lateral to reach the site; and/or ❑ (2) the construction of a collection system on the site; and/or ❑ (3) other (describe): 2. (Myst be completed if 1.b above is checked) 3a. The sewer system improvement is in conformance with a County approved sewer comprehensive plan, OR ❑ b. The sewer system improvement will require a sewer comprehensive plan amendment. 3. ❑ a. The proposed project is within the corporate limits of the District, or has been granted Boundary Review Board approval for extension of service outside the District, OR ❑ b. Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: PERMIT: $ a. District Connection Charges due prior to connection: GFC: $ SFC: $ UNIT: $ TOTAL: $ (Subject to Change on January 1st) A King County/METRO Capacity Charge will be billed directly by King County after connection to the sewer system. b. Easements:> ❑ Required U Maytbe Required II c. Other: c_/')wfyGs - & tT# rm>nc J `� cry fc- e_oo41i- y1 I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from the date of si • nature. Ck\ci4► 8- 13 Title Date By ATTACHMENT TO VAL VUE SEWER DISTRICT CERTIFICATE OF SEWER AVAILABILITY/NON-AVAILABILITY The following terms and conditions apply to the attached Val Vue Sewer District ("District") Certificate of Sewer Availability/Non-Availability ("Certificate"). 1. This Certificate is valid only for the real property referenced herein ("Property"), which is in the District's service area, for the sole purpose of submission to the King County Department of Development and Environmental Services, King County Department of Public Health, City of Seattle, City of Tukwila, City of Burien and/or City of SeaTac. This Certificate is between the District and the applicant only, and no third person or party shall have any rights hereunder whether by agency, third -party beneficiary principles or otherwise. 2. This Certificate creates no contractual relationship between the District and the applicant and its successors and assigns, and does not constitute and may not be relied upon as the District's guarantee that sewer service will be available at the time the applicant may apply to the District for such service. 3. As of the date of the District's signature on this Certificate, the District represents that sewer service is available to the Property through sewer systems that exist or that may be extended by the applicant. The District makes no other representations, express or implied, including without limitation that the applicant will be able to obtain the necessary permits, approvals and authorizations from King County, City of Seattle, City of Tukwila, City of Burien, City of SeaTac or any other governmental agency before the applicant can utilize the sewer service which is the subject of this Certificate. 4. If the District or the applicant must extend the District's sewer system to provide sewer service to the Property, the District or applicant may be required to obtain from the appropriate governmental agency the necessary permits, approvals and authorizations. In addition, the governmental agency may establish requirements that must be satisfied as a condition of granting any such permits, approvals or authorizations, which may make impractical or impossible the provision of sewer services to the Property. 5. Application for and possible provision of sewer service to the Property shall be subject to and conditioned upon availability of sewer service to the Property at the time of such application, and compliance with federal, state, local and District laws, ordinances, policies, and/or regulations in effect at the time of such application. I acknowledge that 1 have received the Certificate of Sewer Availability/Non-Availability and this Attachment, and fully understand the terms and conditions herein. '--------( cuAR tE_ Applicant' Signature Date City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite # 100 Tukwila, Washington 98188 Phone: 206-431-3670 Web site: http://www.TukwilaWA.gov CERTIFICATE OF WATER AVAILABILITY PERMIT NO.: Part A: To be completed by applicant Applicant/Developer: Site address (attach map and legal description showing hydrant location and size of main): 14639 Tukwila International Blvd. Owner Information from King County Dept of Assessments Name: AutoZone, Inc. (Contact: Mitch Bramlitt) P.O. Box 2198 Memphis, TN 38101-2198 Agent/Contact Person Timothy M. O'Brien Address: 14639 Pacific Hwy South Phone: ,Name: Jason Hubbell, Barghausen Consulting Engineers, Inc. Address: 18215 - 72nd Avenue South, Kent, WA 98032 Tukwila, WA 98168 Phone: (425) 251-6222 This certificate is for the purposes of: aResidential Building Permit Commercial/Industrial Building Permit ❑ Preliminary Plat ❑ Rezone ❑ Short Subdivision ❑ Other Estimated number of service connections and water meter size(s): 3, 1 -fire service, 1-1" domestic and 1-1" irrigation Vehicular distance from nearest hydrant to the closest point of structure is 45 ft, Area is served by (Water Utility District): King County Water District 125 Ownenent Signaur Part B: To be completed by water utility district August 2, 2013 Date I. The proposed project is within ELu�;c �q l< u (City/County) 2. o improvements required. 3. The improvements required to upgrade the water system to bring it into compliance with the utilities' comprehensive plan or to meet the minimum flow requirements of the project before connection and to meet the State cross connection control requirements: (Use separate sheet {/'more room is needed) 4. Based upon the improvements listed above, water can be provided and will be available at the site with a flow of 26,5 6 ,fpm at 20 psi residual for a duration of 2 hours at a velocity of 10 fps as documented by the attached calculations. 5. Water lability: Acceptable service can be provided to this project ❑ Acceptable service cannot be provided to this project unless the improvements in Item B-2 are met. ❑ System is not capable of providing service to this project. I hereby certify that the above information is true and correct. k; Svc (, D grajc"r4i2S Agency/Phone 2b(, - 24 l z y5 J7 By Date 2,_-5--1�, (Gii►�Q ,—"1 Attachment to Certificate of Water Availability King County Water District No. 125 The following terms and conditions apply to the attached Certificate of Availability ("Certificate") 1. This Certificate of Water Availability is valid only for the real property referenced herein for the sole purpose of submission to the. City of Tukwila ("City"). This Certificate is issued at the request of the City and is not assignable or transferable to any other party. Further, no third person or party shall have any rights hereunder whether by agency or as a third party beneficiary or otherwise. 2. The District makes no representations, expressed or implied, the applicant will be able to obtain the necessary permits, approvals and authorization from the City or any other applicable land use jurisdiction or governmental agency necessary before applicant can utilize the utility service which is the subject of this Certificate. 3. As of the date of the issuance of this Certificate, the District has water available to provide utility service to the real property which is the subject of this Certificate, and the utility systems exist or may be extended by the applicant to provide service to such property. However, the issuance of this Certificate creates no contractual relationship between the District and the applicant or the City, and the issuance of this Certificate may not be relied upon and does not constitute the District's •guarantee that water utility service will be available to the real property at the time the applicant may apply to the District for such service. 4. Application for and the possible provision of District utility service to the real property which is the subject of this Certificate shall be subject to and conditioned upon the availability of water service to the real property at the time of such application, as well as all application for utility service, including conservation, water restrictions, and other policies and regulation then in effect. Applicant's Signature 24( a') Date b 12- h3 District Representative Date 8 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX- (206) 431-3665 E-mail: planning(aTukwilaJlA..gov AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS, PERMISSION TO ENTER PROPERTY STATE OF WASHINGTON ss COUNTY OF KING NOV 272013 UL-VL-LOPMLNT The undersigned being duly sworn and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at 142.1 .)'rtt.J c'i *t. OiA for thenrpose of application review, for the limited time necessary to complete that purpose. rw tL4—W✓ at*O 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees. EXECUTED at 1(IV t (��✓ (city), W i W (state), on 1 LST 6 , 20 1 �I [ ►� o-ritY . a' Q (Print Name) [ 463i- r 1 cBi a (Address) 26--144 -01�� (Signature) On this day personally appeared before me 111%4014 M . tl C1�� to me known to be the individual who executed the foregoing instrument and acknowledged that h s e signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. eaft SUBSCRIBED AND SWORN aal ORE ME ON THIS D " DAY OF Ek ° • •a::C,0co.AR....Z NOTAR . _ 11r S residing at • :. t PUBOC) 44)• /P oT� ; E 14, v\\� #•• 6a W:lApplications-Handouts, Land Use2011 Applicationa\2011 LAND USE-WORD-docx\Binding Site Improvement Plan-Jan2011.docx c d fi ,20 13 My Commission expires e Stat:(f Ju NE 1(6 IC) CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX: (206) 431-3665 E-mail: planning(d TukwilaWA.gov DESIGN REVIEW - PUBLIC HEARING RECEIVED NOV 27 2013 APPLICATION FOR STAFF USE ONLY Permits Plus Type:. P -DR Planner: File Number: (/3_ ey- 5 4n Application Complete Date: Project File Number: 'Pe_ j3 '.-/ 34 Application Incomplete Date: Other File Numbers: 673 _ / NAME OF PROJECT/DEVELOPMENT: Ac i-oZ, ver 44 18 I LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 144,39 Tukwila. Sv - rncd-on _i FIN LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement). DO4[')00 DEVELOPMENT COORDINATOR: The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: cra son v (o to -e LI, P, E. , $ o v ouus eve COYI SUI 4-1i vtee rs t Zvtc , 1 2.1'5 -12" d A‘ig nine.. Sb , rt.k K,e kt VOA q le Phone: (y 25) 25 t - (0"k."). FAX: (42.6-) as -I-2-7$ 2. E-mail: \ L .06C4-21k e locw kaL15e Yl , Cow' Signature: jQ,do-n l Date: 1/.27-13 Address: W:\Applications-Handouts, Land Use \2011 Applications \201 1 LAND USE-WORD-docx\Design Review -Public Hearing-Jan2011.docx AUTO ZONE 14639 TU KWI LA INTERNATIONAL BLVD PL13-0047 L14-0034 BLA L13-0050 DESIGN REVIEW E13-0018 SEPA E13-0018 SEPA FINAL STAFF EVALUATION FOR ENVIRONMENTAL CHECKLIST File No: E13-0018 I. SUMMARY OF PROPOSED ACTION The current proposal is to construct a 6,815 square foot AutoZone retail store with associated site improvements including parking, driveway, landscaping and utilities. II. GENERAL INFORMATION Project Name: Autozone Applicant: Barghausen Engineers Location: 14625 Tukwila International Boulevard Zoning: NCC Comprehensive Plan Designation: NCC III. BACKGROUND/PROPOSAL The proposal is to construct a 6,815 sq. ft. retail store with associated parking, landscaping and other associated site work including grading and excavation. V. REVIEW OF THE ENVIRONMENTAL CHECKLIST The following lists the elements contained within the Environmental Checklist submitted for the proposed project. The numbers in the staff evaluation correspond to the numbers in the Environmental Checklist. If staff concurs with the applicant's response, this is so stated. If the response to a particular item in the checklist is found to be inadequate or clarification is needed, there is additional staff comment and evaluation. A. BACKGROUND: 1-4 --Concur with checklist. 5- The demolition and construction will follow issuance of SEPA determination and after obtaining all required permits from the City of Tukwila or other agencies. 6-10 Concur with checklist. 11- The address for the new proposed building is 14625 Tukwila International Blvd. 12—Concur with checklist. B. ENVIRONMENTAL ELEMENTS: 1. Earth: a -h-- Concur with checklist. 2. Air: a –Applicant is required to obtain all relevant permits from Puget Sound Clean Air Agency to address any emission to the air. b -c– Concur with checklist. 3. Water: a(1)-a(6)—Concur with checklist. b(1) and (2) -- Concur with checklist. c (1) –The project shall meet all King County Surface Water Design Manual drainage requirements. All impacts associated to drainage will be mitigated as part of the construction permit. c (2) – Best Management Practices must be followed to ensure that no construction debris enters the storm drainage system. All impacts related to construction debris will be mitigated as part of demolition permit and the construction permit. d -- Concur with checklist. 4. Plants: a -d -- Concur with checklist. 5. Animals: a-b—Concur with checklist. c- This area is part of the Pacific Flyway, a primary corridor for migratory bird species. d -Concur with checklist 6. Energy and Natural Resources: a -c -- Concur with checklist. 7. Environmental Health: a –Concur with checklist. a(1)- (2)—Concur with checklist. b (1) -- Concur with checklist. b(2) -b (3) –The project must meet City of Tukwila noise ordinance requirements. Compliance with applicable local, state and federal noise regulations will mitigate any potential adverse noise impacts, associated with the project. 8. Land and Shoreline Use: a-1-- Concur with checklist. 9. Housing: a -c -- Concur with checklist. 10. Aesthetics: a-c—Concur with checklist. 11. Light and Glare: a -d -- Concur with checklist. 12. Recreation: a -c – Concur with checklist. 13. Historic and Cultural Preservation: a -c -- Concur with checklist. 14. Transportation: a-g—Concur with checklist. 15. Public Services: a -b -- Concur with checklist. 16. Utilities: a -b -- Concur with checklist. VI. CONCLUSION The proposal can be found to not have a probable significant adverse impact on the environment and pursuant to WAC 197-11-340, a Determination of Nonsignificance (DNS) is issued for this project This DNS is based on impacts identified within the environmental checklist, attachments, and the above "Final Staff Evaluation for Application No. E03-008", and is supported by plans, policies, and regulations formally adopted by city of Tukwila for the exercise of substantive authority under SEPA to approve, condition, or deny proposed actions. Prepared by: Minnie Dhaliwal, Planning Supervisor Date: February 12, 2014 Brenda Holt Permit Coordinator City of Tukwila — Permit Center 6300 Southcenter Boulevard, Suite 100 Tukwila, WA 98188 November 26, 2013 HAND DELIVERY RE: Application for SEPA Environmental Review AutoZone Store #4181 14639 Tukwila International Blvd. Related Application No. PRE13-009 Our Job No. 16440 Dear Brenda: CIVIL ENGINEERING, LAND PLANNING, SURVEYING RECEIVED !0!!2726 COMMi n DEVELOPMEN r On behalf of AutoZone, Inc., we are submitting the following documents for SEPA Environmental Review for the project referenced above: 1. One (1) completed SEPA Application 2. One (1) completed Application Checklist indicating items submitted with application 3. Five (5) copies of the completed ESA Screening Checklist 4. Five (5) copies of the completed SEPA Checklist 5. One (1) copy of the completed Design Review Application (see separate package) 6. One (1) 11- by 17 -inch set of Project Plans 7. One (1) Vicinity Map with site location 8. Four (4) copies of the Geotechnical Report by Krazan & Associates dated March 22, 2013 9. Four (4) copies of the Geotechnical Letter by Krazan & Associates dated September 13, 2013 10. Two (2) sets of Mailing Labels of the property owners within 500 feet of the subject lot 11. One (1) copy of the King County GIS Center Parcel Map Exhibit showing properties within 500 feet of the subject lot 12. One (1) CD containing an Excel spreadsheet of the property owners within 500 feet of the subject lot 13. One (1) original executed Affidavit of Ownership and Hold Harmless Permission to Enter Property 14. One (1) check in the Amount of $1,628 for the SEPA Application Fee Please route the enclosed documents for review at your earliest convenience. If you have any questions or need additional information, please contact me at this office. Thank you. Sincerely, Jason Hubbell, P.E. Senior Project Engineer JH/ca [16440c.001.doc] enc: As Noted cc: Mitch Bramlitt, AutoZone, Inc. (w/enc) 18215 72ND AVENUE SOUTH KENT, WA 98032 (425) 251-6222 (425) 251-8782 FAX BRANCH OFFICES • TUMWATER, WA • LONG BEACH, CA • WALNUT CREEK, CA • SAN DIEGO, CA www.barghausen.com 4 City Tukwila ESA Screening Checklist City of Tukwila Endangered Species Act Screening Checklist Date: 11/26/2013 Applicant Name: Street Address: City, State, Zip: Telephone: Mitch Bramlitt, AutoZone, Inc. P.O. Box 2198 Memphis, TN 38101-2198 (901) 495-8714 DIRECTIONS: This Screening Checklist has been designed to evaluate the potential for your project to result in potential "take" of Chinook salmon, Coho salmon, or Cutthroat trout as defined by Section 9 of the Endangered Species Act. The checklist includes a series of "Yes" or "No" questions about your project, organized into four parts. Starting with Part A on Page 2, read each question carefully, mark the appropriate "Yes" or "No," and proceed to the next question as directed by the checklist. To answer these questions, you may need to refer to site plans, grading and drainage plans, critical areas studies, or other documents you have prepared for your project. The City will evaluate your responses to determine if "take" is indicated. H:\Land Use Applications in PDF\SEPA Environmental Review Application-Jan2011.doc Page 1 Cite -c Tukwila ESA Screening Checklist Part A: Please review and answer each question carefully. Consider all phases of your project including, but not limited to, construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 1-0 ✓ Will the project require any form of grading? Grading is defined as any excavating, filling, clearing, or creation of impervious surface, or any combination thereof, which alters the existing ground surface of the earth (TMC 18.06.370). Please mark the appropriate response. NO - Continue to Question 2-0 YES - Continue to Question 1-1 (Page 3) 2-0 Will the project require any form of clearing? Clearing means the removal or causing to be removed, through either direct or indirect actions, any vegetation from a site (18.06.145). Please mark the appropriate response. NO - Continue to Question 3-0 1 YES - Continue to Question 2-1 (Page 4) 3-0 Will the project require work, during any time of the project, below the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers or in wetlands? Ordinary high water mark is the mark that is found by examining the bed and banks of a stream and ascertaining where the presence and action of waters are so common and usual as to distinctly mark the soil from that of the abutting upland, in respect to vegetation (see TMC Chapter 18.06, Page 18-15). Please mark the appropriate response. 1 NO - Continue to Question 4-0 YES - Continue to Question 3-1 (Page 5) 4-0 Will the project result in the processing or handling, storage, or treatment of hazardous substances? This does not include the proper use of fuel stored in a vehicle's fuel tank. Hazardous substances are any liquid, solid, gas, or sludge, including any material, substance, product, commodity, or waste, regardless of quantity, that exhibits the characteristics or criteria of hazardous waste as defined by Washington Administrative Code 173-303 (TMC 18.06.385). This includes fuel or other chemicals stored on-site during construction. Please mark the appropriate response. 1 NO - Continue to Question 5-0 YES - Continue to Question 5-0 5-0 Will the project result in the withdrawal, injection, or interception of groundwater? Examples of projects that may affect groundwater include, but are not limited to: construction of a new well, change in water withdrawals from an existing well, projects involving prolonged construction dewatering, projects installing French drains or interceptor trenches, and sewer lines. For the purpose of this analysis, projects that require a geotechnical report pursuant to the requirements of TMC 18.45.060 or would require a geotechnical report if not exempt should answer Yes. Please mark the appropriate response. 1 NO - Continue to Question 6-0 YES - Continue to Question 6-0 6-0 Will the project involve landscaping or re -occurring outdoor maintenance that includes the regular use of fertilizers, pesticides, or herbicides? This does not include the one-time use of transplant fertilizers. Landscaping means natural vegetation such as trees, shrubs, groundcover, and other landscape materials arranged in a manner to produce an aesthetic effect appropriate for the use of the land (TMC 18.06.490). For the purpose of this analysis, this includes the establishment of new lawn or grass. Please mark the appropriate response. NO — Checklist Complete ✓ YES — Checklist Complete H:\ and Use Applications in PDF \SEPA Environmental Review Application-Jan2011.doc Page 2 Tukwila ESA Screening Checklist Part B: Please answer each question below for projects that include grading. Review each question carefully, considering all phases of your project including, but not limited to construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 1-1 Will the project involve the modification of a watercourse bank or bank of the Green/Duwamish or Black Rivers between the ordinary high water mark and top of bank? This includes any projects that will require grading on any slope leading to a river or stream, but will not require work below the ordinary high water mark. Work below the ordinary high water mark is covered in Part C. Please mark the appropriate response. 1 NO - Continue to Question 1-2 YES - Continue to Question 1-2 1-2 Could the construction, operation, or maintenance of the project result in sediment transport off site or increased rates of erosion and/or sedimentation in watercourses, the Green/Duwamish rivers, or the Black River? Most projects that involve grading have the potential to result in increased erosion and/or sedimentation as a result of disturbances to the soil or earth. If your project involves grading and you have not prepared a Temporary Erosion and Sedimentation Control Plan specifically designed to retain 100 percent of the runoff (including during construction) from impervious surface or disturbed soils, answer Yes to this question. If your project is normally exempt under the Tukwila Municipal Code and would not require the preparation of a Temporary Erosion and Sedimentation Control Plan, BUT may still result in erosion or sediment transport off site or beyond the work area, answer Yes to this question. Please mark the appropriate response. NO - Continue to Question 1-3 1 YES - Continue to Question 1-3 1-3 Will the project result in the construction of new impervious surfaces? Impervious surfaces include those hard surfaces which prevent or restrict the entry of water into the soil in the manner that such water entered the soils under natural conditions prior to development; or a hard surface area that causes water to run off the surface in greater quantity or at an increased rate of flow from the flow presented under natural conditions prior to development. Such areas include, but are not limited to, rooftops, asphalt or concrete paving, compacted surfaces, or other surfaces that similarly affect the natural infiltration or runoff patterns existing prior to development (TMC 18.06.445). Please mark the appropriate response. NO - Continue to Question 2-0 (Page 2) 1 YES - Continue to Question 1-4 1-4 Will your project generate stormwater from the creation of impervious surfaces that will not be infiltrated on site? For the purpose of this analysis, infiltration includes the use of a stormwater treatment and management system intended to contain all stormwater on site by allowing it to seep into pervious surface or through other means to be introduced into the ground. If your project involves the construction of impervious surface and does not include the design of a stormwater management system specifically designed to infiltrate stormwater, answer Yes to this question. Please mark the appropriate response. NO - Continue to Question 2-0 (Page 2) 1 YES - Continue to Question 2-0 (Page 2) H:\land Use Applications in PDF\SEPA Environmental Review Application-Jan2011.doc Page 3 City ^f Tukwila ESA Screening Checklist Part C: Please review each question below for projects that include clearing. Review each question carefully, considering all phases of your project including, but not limited to construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 2-1 Will the project involve clearing within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please mark the appropriate response. 1 NO - Continue to Question 3-0 (Page 2) YES - Continue to Question 2-2 2-2 Will the project involve clearing of any trees within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? A tree is defined by TMC 18.06.845 as any self-supporting woody plant, characterized by one main trunk, with a potential diameter -breast -height of 2 inches or more and potential minimum height of 10 feet. Please mark the appropriate response. 1 NO - Continue to Question 2-3 YES - Continue to Question 2-3 2-3 Will the project involve clearing of any evergreen trees from within 200 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis evergreen means any tree that does not regularly lose all its leaves or needles in the fall. Please mark the appropriate response. I NO - Continue to Question 2-4 YES - Continue to Question 2-4 2-4 Will the project involve clearing within 100 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please mark the appropriate response. 1 NO - Continue to Question 3-0 (Page 2) YES - Continue to Question 2-5 2-5 Will the project involve clearing within 40 feet of the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? Please mark the appropriate response. . 1 NO - Continue to Question 3-0 (Page 2) YES - Continue to Question 3-0 (Page 2) H:\Land Use Applications in PDF\SEPA Environmental Review Application-Jan2011.doc Page 4 City Tukwila ESA Screening Checklist Part D: Please review each question below for projects that include work below the ordinary high water mark of watercourses or the Duwamish/Green or Black Rivers or in wetlands. Review each question carefully, considering all phases of your project including, but not limited to, construction, normal operation, potential emergency operation, and ongoing and scheduled maintenance. Continue to the next question as directed for each No or Yes answer. 3-1 Will the project involve the direct alteration of the channel or bed of a watercourse, the Green/Duwamish rivers, or Black River? For the purpose of this analysis, channel means the area between the ordinary high water mark of both banks of a stream, and bed means the stream bottom substrates, typically within the normal wetted -width of a stream. This includes both temporary and permanent modifications. Please mark the appropriate response. 1 NO - Continue to Question 3-2 YES - Continue to Question 3-2 3-2 Will the project involve any physical alteration to a watercourse or wetland connected to the Green/Duwamish River? For the purpose of this analysis, "connected to the river means" flowing into via a surface connection or culvert, or having other physical characteristics that allow for access by salmonids. This includes impacts to areas such as sloughs, side channels, remnant oxbows, ditches formed from channelized portions of natural watercourses or any area that may provide off channel rearing habitat for juvenile fish from the Duwamish River. This includes both temporary construction alterations and permanent modifications. Watercourses or wetlands draining to the Green/Duwamish River that have a hanging culvert, culvert with a flap gate, diversion, or any entirely man-made or artificial structure that precludes fish access should answer Yes to this question. Please mark the appropriate response. 1 NO - Continue to Question 3-3 YES - Continue to Question 3-3 3-3 Will the project result in the construction of a new structure or hydraulic condition that could be a barrier to salmonid passage within the watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, a barrier means any artificial or human modified structure or hydraulic condition that inhibits the natural upstream or downstream movement of salmonids, including both juveniles and adults. Please mark the appropriate response. 1 NO - Continue to Question 3-4 YES - Continue to Question 3-4 3-4 Will the project involve a temporary or permanent change in the cross-sectional area of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, the cross-sectional area is defined as a profile taken from the ordinary high water mark on the right bank to the ordinary high water mark on the left bank. Please mark the appropriate response. 1 NO - Continue to Question 3-5 YES - Continue to Question 3-5 3-5 Will the project require the removal of debris from within the ordinary high water mark of a watercourse or the Green/Duwamish or Black Rivers? For the purpose of this analysis, debris includes, but is not limited to fallen trees, logs, shrubs, rocks, piles, rip -rap, submerged metal, and broken concrete or other building materials. Projects that would require debris removal from a watercourse or the Green/Duwamish or Black Rivers as part of a maintenance activity should answer Yes to this question. Please mark the appropriate response. 1 NO - Continue to Question 3-6 YES - Continue to Question 3-6 H:\Land Use Applications in PDFISEPA Environmental Review Application-Jan2011.doc Page 5 Cite fTukwila ESA Screening Checklist Part D (continued) 3-6 Will the project result in impacts to watercourses or wetlands that have a surface connection to another watercourse or the Green/Duwamish or Black Rivers but do not contain habitat conditions that support salmonid use? Such areas may include, but not be limited to hillside seeps and wetlands isolated from the watercourse or river that have a surface water connection to the watercourse or river but are not assessable, nor would be assessable to salmonids under natural conditions. Wetlands with a "functions and values" rating for baseflow/groundwater support of 9 and above (or moderate) as described in Cooke (1996) should be included. Please mark the appropriate response. ✓ NO - Continue to Question 3-7 YES - Continue to Question 3-7 3-7 Will the project include the construction of artificial waterways or wetlands connected to a watercourse containing salmonids? For the purpose of this analysis, the construction of artificial waterways or wetlands includes wetlands, channels, sloughs, or other habitat feature created to enhance wildlife use, particularly waterfowl use, or may be attractive to wildlife, particularly waterfowl. Please mark the appropriate response. ✓ NO - Continue to Question 3-8 YES - Continue to Question 3-8 3-8 Will the project include bank stabilization? For the purpose of this analysis, bank stabilization includes, but is not limited to, rip -rap, rock, log, soil, or vegetated revetments, concrete structures, or similar structures. Please mark the appropriate response. ✓ NO - Continue to Question 4-0 (Page 2) YES - Continue to Question 4-0 (Page 2) H:V.and Use Applications in PDFvSEPA Environmental Review Application-Jan2011.doc Page 6 SEPA Checklist STATE ENVIRONMENTAL POLICY ACT CHECKLIST Please respond to all questions. Use separate sheets as necessary. Applicant Responses: A. BACKGROUND 1. Name of proposed project, if applicable: AutoZone #4181 RECEIVED NOV 27 2013 COMMON I r DEVL-LOPMLN f 2. Name of Applicant: AutoZone, Inc. c/o Barghausen Consulting Engineers, Inc. (Contact: Jason Hubbell, P.E.) 3. Date checklist prepared: November 26, 2013 4. Agency requesting checklist: City of Tukwila 5. Proposed timing or schedule (including phasing, if applicable): Spring 2013 6. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. No. 7. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. Geotechnical Engineering Investigation prepared by Krazan & Associates dated March 22, 2013. Geotechnical Engineering Letter - Stormwater Infiltration prepared by Krazan & Associates dated September 13, 2013. 8. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. NOV 2 7 2013 )Lvt_LVI'MLN f H:Uand Use Applications in PDFSEPA Environmental Review Application-Jan2011.doc Agency Comments Page 1 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 9. List any government approvals or permits that will be needed for your proposal. Valley View Sewer District - Sewer Connection Permit King County Water District - Water Service Permit City of Tukwila - Design Review, Building Permit, Fire Permit (sprinkler system), Utility Permit, Sign Permits, Construction Permit. 10. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. Construction of a 6,81 square -foot masonry AutoZone retail store. Group M Occupancy - on an existing developed site of 1.7 acres. The project will include the related parking, driveway, landscaping, and utility construction. 11. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address, if any, the tax lot number, and section, township, and range. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. 14639 Tukwila International Blvd., northwest corner of Tukwila International Blvd. (SR -99) and South 148th Street. Tax Parcel #004000-0865 in the Southeast quarter of Section 26, Township 23 North, Range 4 East. 12. Does the proposal lie within an area designated on the City's Comprehensive Land Use Policy Plan Map as environmentally sensitive? No. The site is shown on the City's Sensitive Areas Map as containing slopes greater than 15% H:\Land Use Applications in PDF \ SERA Environmental Review Application-Jan2011.doc Page 2 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the site (circle one): Flat, rolling mountainous, other: steep slopes, b. What is the steepest slope on the site (approximate percent slope)? An existing cut slope (at 100% +1-) of approximately 10 feet to 12 feet height exists within the central portion of the site. c. What general types of soils are found on the site (for example, clay, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. The Geotechnical Engineering Investigation indicates the soils to be silty sand with gravel. Underlying native soils are generally dense to very dense glacial till. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. No. e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. An estimated 4,800 cubic yards of excavation could be expected for the proposal. The majority is cut excavation with only 400 to 500 cubic yards of fill. Fill would be the re -use of on-site materials except for pavement bases. H:\Land Use Applications in PDFSEPA Environmental Review Application-Jan2011.doc SEPA Checklist Agency Comments Page 3 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. Yes, however, a Temporary Erosion and Sediment Control Plan will be in place. Discharge of sediment -laden runoff is unlikely. g. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? Approximately 50 percent of the 13 acre parcel will be covered with impervious surfaces after project construction. h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: Temporary erosion control methods will be implemented. Permanent erosion control features will also be implemented by using pavements, landscaping, and mulch. 2. Air a. What types of emissions to the air would result from the proposal (for example, dust, automobile odors, industrial wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. There will be exhaust emitted from construction equipment temporarily. Once complete, automotive odors could be expected. Quantities are unknown but should be typical of a comparable retail business in the area. b. Are there any off-site sources of emissions or odor that may affect your proposal? If so, generally describe. No. H:Vand Use Applications in PDF\SEPA Environmental Review Application-7an2011.doc Page 4 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments c. Proposed measures to reduce or control emissions or other impacts to air, if any: Dust during construction may be controlled by sprinkling exposed areas with water. All good housekeeping and best management practices will be followed. 3. Water a. Surface: 1. Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. No water bodies exist on or adjacent to the site. The site is located within the Gilliam Creek Basin, west of I-5. 2. Will the project require any work over, in, or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No. 3. Estimate the amount of fill and dredge material that would be placed in or removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. Not applicable. H:\Land Use Applications in PDF\SEPA Environmental Review Application-Jan2011.doc Page 5 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 4. Will the proposal require surface water withdrawals or diversions? Give general description, purpose, and approximate quantities, if known. No. 5. Does the proposal lie within a 100 -year floodplain? If so, note location on the site plan. No. 6. Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No. b. Ground: 1. Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose, and approximate quantities, if known. No. H:\Land Use Applications in PDF\SEPA Environmental Review Application-Jan2011.doc SEPA Checklist Agency Comments Page 6 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 2. Describe waste materials that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals...; agricultural; etc). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable), or the number of animals or humans the system(s) are expected to serve: None. c. Water Runoff (including storm water): 1. Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow? Will this water flow into other waters? If so, describe. Stormwater runoff will be collected and conveyed via a catch basin and pipe system to the appropriate flow and quality treatment control (detention and water quality treatment) before discharge to the City's pipe system. The project is required to model the forested condition for discharge - peak of 0.01 cfs. 2. Could waste materials enter ground or surface waters? If so, generally describe. No. d. Proposed measures to reduce or control surface, ground, and runoff water impacts, if any: The proposal will include detention and water quality treatment as prescribed by the City of Tukwila. H:U.and Use Applications in PDFSEPA Environmental Review Application-Jan2011.doc SEPA Checklist Agency Comments Page 7 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 4. Plants a. Check or circle types of vegetation found on the site: 1 Deciduous tree: alder 1- aspen,other 1 Evergreen tree: a cedar, . ine other Shrubs 1 rass Pasture Crop or grain Wet soil plants: cattail, buttercup, bulrush, skunk cabbage, other Water plants: water lily, eelgrass, milfoil, other Other types of vegetation b. What kind and amount of vegetation will be removed or altered? A few trees and approximately 0.58 acres of grass, weeds and scrub brush will be removed. c. List threatened or endangered species known to be on or near the site. None are known to exist. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Landscaping per City of Tukwila requirements will be provided. H:Vand Use Applications in PDF\SEPA Environmental Review Application-Jan2011.doc SEPA Checklist Agency Comments Page 8 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 5. Animals a. Circle any birds or animals which have been observed on or near the site or are known to be on or near the site: Birds: Hawk, heron, ea le, ongbires other: Mammals: Deer, bear, elk, beaver, other: Fish: Bass, salmon, trout, herring, shellfish, other: Other: b. List any threatened or endangered species known to be on or near the site. None. c. Is the site part of a migration route? If so, explain. No. d. Proposed measures to preserve or enhance wildlife, if any: None. 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas, oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. Electric will be used for lighting and possibly heating. Natural gas may be used for heating too. H:\ and Use Applications in PDF\SEPA Environmental Review Application-Jan2011.doc SEPA Checklist Agency Comments Page 9 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No. c. What kinds of energy conservation features are included in the plans of this proposal? List other proposed measures to reduce or control energy impacts, if any: Re -use of soils and asphalt pavement bases. Energy efficient lighting and heating. 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. No. 1. Describe special emergency services that might be required. None. 2. Proposed measures to reduce or control environmental health hazards, if any: None. H:\Land Use Applications in PDF\SEPA Environmental Review Application-Jan201 I.doc SEPA Checklist Agency Comments Page 10 Please respond toall questions. Use separate sheets as necessary. Applicant Responses: b. Noise 1. What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? None. 2. What types and levels of noise would be created by or associated with the project on a short-term or long-term basis (for example: traffic, construction, operation, other)? Indicate what hours noisewould come from the site. Traffic noise may be generated during business hours. Short term construction noises during daylight hours. 3. Proposed measures to reduce or control noise impacts, if any: None. 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? Retail car sales has occurred on the site. Appliance sales and service. Residential. b. Has the site been used for agriculture? If so, describe. No. H:\ and Use Applications in PDFISEPA Environmental Review Application-Jan2011.doc SEPA Checklist Agency Comments Page 11 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: c. Describe any structures on the site. Existing residences, sheds, business, and billboard. d. Will any structures be demolished? If so, what? Yes, a small one-story office (approximately 500 square feet). e. What is the current zoning classification of the site? NCC - Neighborhood Commercial Center f. What is the current comprehensive plan designation of the site? Commercial (NCC) g. If applicable, what is the current shoreline master program designation of the site? Not applicable. H:\Land Use Applications in PDF\SEPA Environmental Review Application-Jan2011.doc SEPA Checklist Agency Comments Page 12 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. Slopes of greater than 15 percent exist on the property. This consists of an existing cut slope of approximately 10 feet in height located in a north -south direction within the central portion. i. Approximately how many people would reside or work in the completed project? An estimated 8 to 12 people will work at the completed project. j. Approximately how many people would the completed project displace? None. k. Proposed measures to avoid or reduce displacement impacts, if any: None. 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: Compliance with City of Tukwila requirements. Haand Use Applications in PDFISEPA Environmental Review Application-Jan2011.doc SEPA Checklist Agency Comments Page 13 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high, middle, or low-income housing? None. b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. None. c. Proposed measures to reduce or control housing impacts, if any: None. 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed? 24 feet in height. Masonry block (CMU) split face. Stucco finish trim and decoration metal accents. b. What views in the immediate vicinity would be altered or obstructed? None. H:'Land Use Applications in PDF\SEPA Environmental Review Application-Jan2011.doc SEPA Checklist Agency Comments Page 14 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: c. Proposed measures to reduce or control aesthetic impacts, if any: Compliance with City of Tukwila requirements. 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? Window glare in the afternoons; parking lot and building lighting at night. b. Could light or glare from the finished project be a safety hazard or interfere with views? No. The building and lighting is oriented to the south away from streets. c. What existing off-site sources of light or glare may affect your proposal? None. d. Proposed measures to reduce or control light and glare impacts, if any: Light fixtures with shields (shoebox or equal). H:Eand Use Applications in PDFISEPA Environmental Review Application-Jan2011.doc SEPA Checklist Agency Comments Page 15 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: 12. Recreation a. What designed and informal recreational opportunities are in the immediate vicinity? Sidewalks for walking. b. Would the proposed project displace any existing recreational uses? If so, describe. No. c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant, if any: None. 13. Historic and Cultural Preservation a. Are there any places or objects listed on, or proposed for, National, State, or Local preservation registers known to be on or next to the site? If so, generally describe. No. H:Uand Use Applications in PDFSEPA Environmental Review Application-Jan2011.doc SEPA Checklist Agency Comments Page 16 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the site. None. c. Proposed measures to reduce or control impacts, if any: None. 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans, if any. Tukwila International Blvd. exists along the east perimeter of the project. South 148th Street exists along the south perimeter of the property. b. Is the site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? A transit (bus) stop is indicated approximately 600 feet north of the site for south bound travel. A north bound transit stop is located on the east side of Tukwila International Blvd. approximately 300 feet. c. How many parking spaces would the completed project have? How many would the project eliminate? Approximately 29 spaces will be provided in addition to the existing property parking areas. Approximately 5 spaces will be eliminated. Total parking formal/informal is estimated at 46 for the property when the project is complete. IL\ and Use Applications in PDF \SEPA Environmental Review Application-Jan2011.doc Page 17 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments d. Will the proposal require any new roads or streets, or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private). No. e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. No. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. Using ITE Trip Generation 6th Edition - Estimate average 420 est. weekday trips. Peak volumes are expected to occur during the P.M. g. Proposed measures to reduce or control transportation impacts, if any: None. 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. Although public services are needed, the increase in the need should not be any greater than that already provided to similar businesses in the area. H:\L.and Use Applications in PDFVSEPA Environmental Review Application-Jan2011.doc Page 18 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: b. Proposed measures to reduce or control direct impacts on public services, if any. Fire protection will include building sprinklers. This should decrease the need for additional fire hardware and personnel. 16. Utilities a. Circle utilities currently available at the site: sys em other: b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. Water (fire and domestic - King County Water District #125. Sanitary Sewer - Valley View Sewer District. Stormwater - City of Tukwila. Power - Seattle City Light. Natural Gas - Puget Sound Energy. Telephone - CenturyLink. Cable - Comcast Garbage/Recyle - Allied Waste Services H:\Land Use Applications in PDF\SEPA Environmental Review Application-Jan2011.doc SEPA Checklist Agency Comments Page 19 SEPA Checklist (NON -PROJECT PROPOSALS (E.G., SUBURBAN PLANS AND ZONING CODE TEXT CHANGES) MUST COMPLETE THE FOLLOWING PAGES). C. SUPPLEMENTAL SHEET FOR NON -PROJECT PROPOSALS (do not use this sheet for project actions) Because these questions are very general, it may be helpful to read them in conjunction with the list of elements of the environment. When answering these questions, be aware of the extent the proposal, or the types of activities likely to result from the proposal, would affect the item at a greater intensity or at a faster rate than if the proposal were not implemented. Respond briefly and in general terms. Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 1. How would the proposals be likely to increase discharge to water; emissions to air; production, storage, or release of toxic or hazardous substances; or production of noise? Proposed measures to avoid or reduce such increases are: 2. How would the proposal be likely to affect plants, animals, fish, or marine life? Proposed measures to protect or conserve plants, animals, fish, or marine life are: H:Uand Use Applications in PDF\SEPA Environmental Review Application-Jan2011.doc Page 20 SEPA Checklist Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Agency Comments 3. How would the proposal be likely to deplete energy or natural resources? Proposed measures to protect or conserve energy and natural resources are: 4. How would the proposal be likely to use or affect environmentally sensitive areas or areas designated (or eligible or under study) for governmental protection; such as parks, wilderness, wild and scenic rivers, threatened or endangered species habitats, historic or cultural sites, wetlands, floodplains, or prime farmlands? Proposed measures to protect such resources or to avoid or reduce impacts are: 5. How would the proposal be likely to affect land and shoreline use, including whether it would allow or encourage land or shoreline uses incompatible with existing plans? H:\Land Use Applications in PDFSEPA Environmental Review Application-Jan2011.doc Page 21 Please respond to all questions. Use separate sheets as necessary. Applicant Responses: Proposed measures to avoid or reduce shoreline and land use impacts are: 6. How would the proposal be likely to increase demands on transportation or public service and utilities? Proposed measures to reduce or respond to such demand(s) are: 7. Identify, if possible, whether the proposal may conflict with Local, State, or Federal laws or requirements for the protection of the environment. D. SIGNATURE SEPA Checklist Agency Comments Under the penalty of perjury the above answers under ESA Screening Checklist and State Environmental Policy Act Checklist are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Signature:44,# Date Submitted: 11/26/2013 H:U.and Use Applications in PDFSEPA Environmental Review Application-Jan2011.doc Page 22 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431-3670 FAX: (206) 431-3665 E-mail: planning(i).TukwilaJ'VA_gov R� �O AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS( -,,C PERMISSION TO ENTER PROPERTY ``,, �1 e - OV \\ STATE OF WASHINGTON COUNTY OF KING The undersigned being duly swom and upon oath states as follows: 1. I am the current owner of the property which is the subject of this application. 2. All statements contained in the applications have been prepared by me or my agents and are true and correct to the best of my knowledge. 3. The application is being submitted with my knowledge and consent. 4. Owner grants the City, its employees, agents, engineers, contractors or other representatives the right to enter upon Owner's real property, located at 141,Z, ( cte.) er".4-..- - �for the ose of application review, for the limited time necessary to complete that purpose. TwI�wI(O—.-� � r 5. Owner agrees to hold the City harmless for any loss or damage to persons or property occurring on the private property during the City's entry upon the property, unless the loss or damage is the result of the sole negligence of the City. 6. Non -responsiveness to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund of fees_ SS EXECUTED at ( 1 Vw (city), W A W (state), on A 1 wa- 2-i , 20 1 3 (Print Name) —r t3 ` /� ..1 L to, ��l6U t X631 "( (Address) 2 C) _ Z _IA W. (Phone Numb e6c16-=--- (Signature) On this day personally appeared before me i i M1{y- �( . Ii to me known to be the individual who executed the foregoing instrument and acknowledged that h s e signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN oT��a ,ORE ME ON ooa C A Pq� ®�oe� w�0�� '•��M E;(2...4/0\ ;TARy '•yt (,•• • ••. ; ✓UNE t 4:2• •\�'/ °°•.., F W sia°�a 8e8888ntaaa THIS DAY OF 2013 P 4011 NOTAR "4P! . d f• he Static f W rs ingt on I residing at � �� • My Commission expires J�Ne 1tii) ?E)15 W;1Applications-Handouts, Land Use12011 Applications`2011 LAND USE-WORD-docx\Binding Site Improvement Plan-Jan201 Ldocx CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 SEPA Telephone: (206) 431-3670 FAX:(206) 431 . - ENVIRONMENTAL ��1VED REVIEW E-mail: lann. , niTukwilaWA.gov NOV 27 2013 • COMM(NI I r - APPLICATION FOR STAFF USE ONLY Permits Plus TYPE: P-SEPA Planner: File Number: / 3 r— '{._)/ Application Complete Date: Project File Number: -77e,_/3- C.)61/7 Application Incomplete Date: Other File Numbers: 6/3 - </)o( -) NAME OF PROJECT/DEVELOPMENT: AutoZone Store #4181 LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. 14639 Tukwila International Blvd. LIST ALL TAX LOT NUMBERS (this information may be found on your tax statement 004000-0865 DEVELOPMENT COORDINATOR : The individual who: • has decision making authority on behalf of the owner/applicant in meetings with City staff, • has full responsibility for identifying and satisfying all relevant and sometimes overlapping development standards, and • is the primary contact with the City to whom all notices and reports will be sent. Name: Jason Hubbell, P.E., Barghausen Consulting Engineers, Inc. Address: 18215 72nd Avenue South, Kent, WA 98032 Phone: (425) 251-6222 FAX: (425) 251-8782 E-mail: jhubbell@barghausen.com Signature: �,,.�� Date: 11/26/2013 H:\Land Use Applications In PDFSEPA Environmental Review Application-Jan2011.Doc