Loading...
HomeMy WebLinkAboutSEPA E01-005 - UNITED STATES POSTAL SERVICE (USPS) - PROCESSING AND DISTRIBUTION CENTER IMPROVEMENTSU.S. POSTAL SERVICE PROCESSING & DISTRIBUTION CENTER IMPROVEMENTS 10700 27'" AVE. SO. E01 -005 State of Washington County of King City of Tukwila - CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplanaci.tukwila.wa.us AFFIDAVIT OF INSTALLATION AND POSTING OF PUBLIC INFORMATION SIGN(S) I 67'c/6- e7f4l e5 (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 -) 01 the Public Notice Board(s) in accordance with Section 18.104.110 and the other applicable guidelines were posted on the property located at 0-100 � 7 ' Ptt►�2 �.f) v1,1 so as to be clearly seen from each right -of -way primary vehicular access to the property for application file numbed ED( - OS ADO L 0 (- 015. 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 Applicant or Project Manager's Signature 6? t/ t4, 5 to me known to be the individual who executed the foregoing instrument and acknowledged that he /she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN to before me this l�f�day of �'� i3L (. in and for the State o�m N E. Pp� 1 1 NOTARY PUBLIC gton ;r` ON ',, �' t/ residing at �- N^ a 0. �Oj�i — • — J �.��. -!Y a 403 = My commission expires on II' ,�� 41%%%�% %%% %0 ~OZ _ I,1�'a1'w ►,- ago! State of Washington County of King City of Tukwila CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 E -mail: tukplanaci.tukwila.wa.us AFFIDAVIT OF INSTALLATION AND POSTING OF PUBLIC INFORMATION SIGN(S) rt.," C 6 2001 I 5'1-eVe blbeng5 (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 S/3 D / the Public Notice Board(s) in accordance with Section 18.104.110 and the other app icable guidelines were posted on the property located at 10100 2 A U-SD so as to be clearly seen from each right -of -way primary vehicular access to the property for application file number E Q t - UOS 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. Applicant or Project Manager's Signature On this day personally appeared before me 514 ativ V to me known to be the individual who executed the foregoing instrument and acknowledged that he /she signed the same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND SWORN to before me this G 44 day of 7)1' NOTARY PUBLIC in and for the St at�f Washington residing at %2,e —hbe 'o'."--g- ,D 001 My commission expires on us+" . 1' Y ) 0 0 3 Dept. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION I , •1_,F4-1,/45_ HEREBY DECLARE THAT: Notice of Public Hearing Determination of Non - Significance Notice of Public.Meeting Project Name': — LISPS Mitigated Determination of Non - Significance Board of Adjustment Agenda Pkt b Determination of Significance & Scoping Notice Board of Appeals Agenda Pkt Notice of Action Planning Commission Agenda Pkt Official Notice Short Subdivision Agenda Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit __ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other A('p r i L� OF ,SEC I SlolJ �" Was mailed to each of the addresses listed on this 256'1) day of MAY i n the year 20 0/ P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 02/09/012:17 PM Project Name': — LISPS Project Number: /0/'-005 Mailer's Signature: .,� b Person requesting mailing: D15 R .' T G P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 02/09/012:17 PM TO: City of Tukwila Steven M. Mullet, Mayor Department of Community Development NOTICE OF DECISION DATED MAY 1, 2001 Steve Barnes, as agent for the United States Postal Service ("USPS ") King County Assessor, Accounting Division U.S. Army Corps of Engineers Washington State Department of Ecology, SEPA Division Washington State Department of Fish & Wildlife William P. Cluckey, Seattle City Light, Party of Record Mr. & Mrs. William Short, Parties of Record Steve Lancaster, Director This letter serves as a notice of decision that the application for planned action regarding the proposed site improvement to the USPS Seattle Processing and Distribution Center is issued pursuant to TMC 21.04.156. PROJECT BACKGROUND FILE NUMBER: E01 -005 (Planned Action) APPLICANT: Steve Barnes, Cornerstone Architectural Group on behalf of USPS REQUEST: Determine that the proposed improvements fall under the Manufacturing /Industrial Center -Heavy (MIC /H) planned action criteria and therefore no additional SEPA review is required. LOCATION: 10700 27th Avenue South, Tukwila PROJECT DESCRIPTION: The project is located in located in the Manufacturing /Industrial Center -Heavy zone (MIC /H). The Center is comprised of three buildings totaling 585,000 square feet located on 32 acres of land. The proposed improvements include the repair and alteration of existing site improvements (including changes to the north and south parking Tots, storm water upgrades, lighting upgrades and landscaping). The southernmost portion of these site improvements will fall within the 200 foot Shoreline Zone of the Duwamish River, requiring a Shoreline permit. The Washington State Department of Transportation will issue a SEPA determination in connection with roadway improvements for access roads near the site. DETERMINATION: The project falls under the planned action guidelines. The decision is final with no administrative appeal. ZONING /COMPREHENSIVE PLAN DESIGNATION: MIC /H Project materials including the application, any staff reports, and other studies related to the permit are available for inspection at the Tukwila Department of Community Development, 6300 Southcenter Blvd., Suite 100, Tukwila, Washington from Monday through Friday, between 8:30 a.m. and 5:00 p.m. The project planner is Deborah Ritter who may be contacted at 206 -431 -3663 for further information. Property owners affected by this decision may request a change in valuation for their property tax purposes notwithstanding any program of revaluation. Gn- Steve Lancaster, Director of Community Development A4A4 Z Zc■\3 Date 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • Cizy of Tukwila • Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director To: Steve Lancaster From: Deborah Ritte( 2— Date: April 27, 2001 Re: MEMORANDUM E01 -005 (Planned Action) U.S. Postal Service Processing & Distribution Center 10700 27th Avenue South, Tukwila Project Description: This project involves site improvements to the United States Postal Service Seattle Processing and Distribution Center. The Center is comprised of three buildings ( "North ", "South" and "Link ") totaling 585,000 square feet with associated loading docks and parking areas located on 32 acres of land. The site is used by the Postal Service as a central mail processing and distributing center for the Seattle area. The proposed improvements include the repair and alteration of existing site improvements (including changes to the north and south parking lots to increase parking and improve access, storm water upgrades, lighting upgrades and landscaping). The southernmost portion of these site improvements will fall within the 200 foot Shoreline Zone of the Duwamish River, requiring a Shoreline permit. Due to its status as a Federal agency, the associated building renovation (including roof replacement, heating, ventilation and air conditioning upgrades, structural upgrades, electrical distribution improvements) is not subject to Tukwila building permits. The Washington State Department of Transportation will issue a SEPA determination in connection with roadway improvements for access roads near the site. These associated improvements will enhance the safety and operation of the facility. They include off -ramp upgrades for freeway traffic control, road upgrades and development of a controlled, widened intersection with traffic Tight and the leasing of an additional 53,200 square feet of nearby land for truck parking. Pal Creek (bordering the project's western boundary) is a linear, roadside drainage channel at this location, and as such, contains no spawning habitat capable of 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 E01 -005 (Planned Action) US Postal Service Processing & Distribution Center April 27, 2001 Page 2 • supporting a resident salmonid population. The Creek is dry for much of the year in this location and there has been no recorded salmon use of Pal Creek since a leaking water main was repaired in 1997. The City of Tukwila does not regulate this watercourse in this location. Agencies with Jurisdiction: Washington State Department of Fish & Wildlife, Army Corps of Engineers, Washington State Department of Ecology. Recommendation: Determine that the proposed improvements fall under the Manufacturing /Industrial Center -Heavy (MIC /H) planned action criteria and therefore no additional SEPA review is required. • .7,47‘1.F47,4.1 rjr:‘,;;Ug• 5 8,2t7i6-5-1-REET •••413 P.a.< ...aft q111.11111Jillflill :::14.;4181p11_1121LQING FxJs!rN BUll MOO TINY.... 01 MP,. wv.o swrt■ .., • ra.= EZ7F-4=ng",^L, 14.01.Cr lot er 9.111 r.I.AL ROO, Ira •PANOCO 1 LOT NI. 'MOW, • Le■CMG - iiIIIII[1111111101111t1{1.11111111I1171 - ' Fri It: , DUAM4 SITE PLAN 1•- 80.-0' %me I 1 I • Cizy of Tukwila Steven M. Mullet, Mayor April 27, 2001 Department of Community Development Steve Lancaster, Director Steve Barnes Cornerstone Architectural Group 1904 Third Avenue, Suite 500 Seattle, Washington 98101 VIA FAX 206 - 621 -7717 Re: SEPA Planned Action (E01 -005) Shoreline (L01 -015) USPS Processing & Distribution Center 10700 27th Avenue South, Tukwila Dear Steve: We have completed a detailed review of your SEPA and Shoreline applications. Certain additional information is needed from you to ensure that the project meets the substantive requirements of the City and to complete our review process. Specific deficiencies in your submission documents have been identified and are discussed below. You should also be aware that some information provided in your supporting documentation (Environmental Assessment, Biological Assessment and JARPA application) contradicts or is inconsistent with information provided in your applications. These contradictions and inconsistencies are cited in the context of our review comments. SEPA PLANNED ACTION As you know, your proposal is considered to be a "Planned Action ". Accordingly, a Notice of Decision will be issued instead of a SEPA Determination. Planned Actions are relieved of standard public notice requirements and administrative appeals are not available. We anticipate that the Notice of Decision will be issued within the next week to ten days. We will be in touch with you soon to coordinate the posting of that Notice of Decision. SHORELINE 1. King County Shoreline Regulations (King County Code, Chapter 25.16) apply to this project. Your application does not address the requirements of KCC 25.16.080 (Signs) or KCC 25.16.190 (Excavation, Dredging and Filling). Please revise your documentation accordingly. PLEASE NOTE: Tukwila's Shoreline Regulations (TMC Chapter 18.44) do not apply to the project. 2. Plan Sheet C1.15 (Erosion Control Details) contains tree survey data for the stormwater pond area. That survey indicates that all of the 121 trees listed are Cottonwood. However, the Biological Assessment (pages 9 and 13), the Environmental Assessment (page 18), your SEPA Checklist (page 8) and the JARPA application (page 12) indicate 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 Steve Barnes USPS Processing & Distribution Center April 27, 2001 Page 2 . • that Red Alder are -- present in that area. Please address this inconsistency and revise your documentation accordingly. 3. Your Biological Assessment (pages 10, 11 and 16), Environmental Assessment (page 19) and JARPA application (page 13) all indicate that various Cottonwood and Red Alder will be removed from the stormwater detention pond area. However your SEPA Checklist (page 8) and Shoreline application narrative (page 12) indicate that no trees will be -removed within 200 feet of the shoreline. Please address this inconsistency and revise your documentation accordingly. ( Jq,t4wa X The above - referenced tree survey data on Plan Sheet C1.15 indicates that Trees #24 through #52 are, or will be, "impacted ". Please provide information explaining what is meant by the word "impact" and describe the extent to which the 29 trees cited in the tree survey will be affected. Please provide one full -sized plan set of Sheets S1 through S20 (Shoreline sections). 6. - -Although you show some general landscaping for the south dock area on Plan Sheet L1.0 (Site Plan), no planting plans have been provided for that specific area. When submitting this plan, please overlay the boundaries of the River, Low Impact and High Impact environments. 7. Please revise Plan Sheet L2.0 (Partial Planting Plan) to indicate the locations of the River, Low Impact and High Impact environments. 8. You have not adequately documented your compliance with KCC 25.16.030(E)(2) through (5). Please provide planting plans that comply with these criteria as well as those stated in Items 6 and 7 above. 9. Please provide a luminaire plan (with narrative) to demonstrate compliance with the requirements listed in Tukwila's MIC /L and MIC /H site lighting standards (TMC 18.50.100, attached). ADDITIONAL COMMENTS 10. The Fire Department requires that you maintain access to and through the construction site for emergency vehicle response. NEXT STEP When you are ready to submit your revisions, please provide five complete plan sets and five sets of replacement pages for supporting documentation (with the exception of Item 5 above). One of the plan sets must show revisions and amendments via a "cloud" or other similar visual cue. One set of replacement pages is to be italicized or underlined to show revisions or amendments. Steve Barnes USPS Processing & Distribution Center April 27, 2001 Page 3 • Upon receipt of all of the requested items (Items 1 through 9 above), we will be able to continue our technical review of your Shoreline application. If you have any questions regarding these requirements, please contact me at 206 -431 -3663. Sincerely, . Deborah Ritter Associate Planner Attachment cc: Jill Mosqueda, Associate Engineer Ryan Partee, Fisheries Biologist Gary Schulz, Urban Environmentalist Mike Alderson, Assistant Fire Chief TITLE 18 — ZONING 18.50.080 Exemption of rooftop. appurtenances. The height limitations specified in this chapter shall not apply to church spires, monuments, chimneys, water towers, elevator towers, mechanical equipment, and other similar rooftop appurtenances usually required to be placed above the roof level and not intended for human occupancy or the provision of additional, floor area; provided, that mechanical equip- ment rooms or attic spaces are set back at least ten feet from the edge of the roof and do not exceed 20 feet in height. (Ord. 1758 § 1(part). 1995) 18.50.083 Maximum building length. In the MDR and HDR zones, the maximum building length shall be as follows:. For all buildings except as described I below: MDR ...50 ft HDR....50 ft Maximum building length with bonus for modulating off -sets: For structures with a maximum MDR ...100 ft building height of 2 stories or 25 ft., whichever is less, and having horizontal modulation or a mini- mum vertical change in roof profile of 4 feet at least every two units or HDR....200 ft 50 feet, whichever is less: For structures with a building MDR ...100 ft height over 2 stories or 25 ft., whichever is less, with a horizon- tal and vertical modulation of 4 ft. or an 8 ft. modulation in either direction: HDR....200 ft Modulation shall be required for every 2 units or 50 feet, whichever is less, as measured along the building's length. Grouping of offsets in maximum four unit modules may be permitted only with BAR approval (see Figure 18 -5) . (Ord. 1758 S1 (part) , 1995) 18.50.085 Maximum percent development area coverage In the MDR and HDR zones the maximum percent development area coverage shall be 50 %, except for senior citizen housing developments in HDR. If the building is converted to regular apartments the 50% limit must be met. (Ord. 1830 528, 1998; Ord. 1758 51(part), 1995) 18.50.090 Height limitation for amusement devices. Amusement devices shall be allowed up to 115 feet in height •in any commercial or • industrial zones. Any devices that exceed the height limit of the zone in which they are located shall be subject to a conditional use permit. (Ord. 1815 52, 1997) 18.50.100 MIC/L and MIC/H site lighting standards. A. The following site lighting standards shall apply to portions of developments within 100 feet of the Tukwila Manufacturing /Industrial Center boundary as defined in the 1995 Comprehensive Plan: 1. The minimum light levels in parking areas, paths between the building and street or parking areas - - shall be 1 foot - candle; 2. The maximum ratio of average:minimum light level shall be 4:1 for illuminated grounds; 3. Maximum illumination at the property line shall be 2 foot - candles; 4. Lights shall be shielded to eliminate direct off -site illumination; and 5. General grounds need not be lighted. B. Variation from these standards may be granted by the Director of the Department of Community Development based on technical unfeasibility or safety considerations. - (Ord. 1853 54, 1998) 18.50.110 MIC/L and MICIH zone archaeological/ paleontological information preservation requirements. The following provisions shall apply in the MIC /L and MIC /H zones: 1. If there is reason to believe that archaeolog- ical resources will be disturbed, a cultural resources assessment shall be conducted and, if warranted, an archaeological _ response plan and provisions for exca- vation monitoring by a professional archaeologist shall be made prior to beginning construction. The assess- ment should address the existence and significance of archaeological remains, buildings and structures on the State or Federal historic registers, observable paleonto- logical deposits and may include review by the State Archaeologist. 2. It is recommended that the applicant coor- dinate a predetermination study by a professional archaeologist during the geotechnical investigation phase, to determine site archaeological potential and the likelihood of disturbing archaeological resources. 3. Excavations into historically native soil, when in an area of archaeological potential, shall have_a_ professional archaeologist on site to ensure that all State statutes regarding archaeological conservation/ preser- vation are implemented. The applicant shall provide a written commitment to stop work immediately upon discovery of archaeological remains and to consult with the State Office of Archaeology and Historic Preserva- tion (OAHP) to assess the remains and develop appropriate treatment measures. These may include refilling the excavation with no further responsibility. 4. An ,applicant who encounters Indian burials shall not disturb them and shall consult with OAHP and affected tribal organizations pursuant to State statutes. Printed September 14, 2000 Page 18 -93 1904 THIRD AVENUE, SUI[E '500 SEATTLE; WASHINGTON 98101' April 10, 2001 City of Tukwila Department of Community'Develppment 6300 Southcenter Boulefard Tukwila, WA. 98188. Attn: Deb Ritter Re: United. States. Postal Service, Seattle Processing & Distribution Center Dear Deb: RECEIVED. APR 12. :200 1 : • CCInMUN Ty. DEVELOPMENT Per our telephone conversation, I am writing this letter regarding demolition work that will be required_ for the building improvements' on this project: The project has been contracted out and'work will begin in another week or two Wewould like to start this work; prior to receiving the Shoreline Submittal /SEPA approval..: The•scope of work is to rebuild the trash docks on the east side.of the building. The existing trash docks (see attached drawing FP1) will be demolished: Piles. will= be- driven into the'ground to support the-new exterior building. wall (which is in the same,place.'as the�existing wall).; Upon completion of.thepile installation a new wall: will be built and the :trash, docks will be reconstructed (see attached drawing FP2). The new configuration' of the trash docks is slightly different from the existing docks with the addition of :two new finger docks:.to better-- ,:' improve trash handling Along With the new wall and coveredtresh docks will be new storm drain'lines coming out of the building and .. tieing into the existing storm drainage system around. the. dock (see attached drawing 01.3);. To better improve water quality in this area a stormceptor is'being added at the,point where the.docks drain into the storm drainage system. In addition, erosion control will be provided per, the. erosion control notes on sheet 01.3. • We feel that this work will have only positive environmental impacts. First, this area is not located within 200 feet of the river high`water. mark.. Second,,, we are notbuilding a new dock but rather replacing and,existing dock. Sincerely,; w NORTH BUILDING I —o,--B REMOVE EXISTING RAMP SZ 0 1 COMPACTOR � DUMPSTER 0 Q Q w uj c I- COMPACTOR )_ . I- w CZ Z p _ 12 ° V w 0 U 0 N o '1 REMOVE EXISTING SIB • LINK BUILDING CONCRETE WALK, TRASH DOCK AND CONCRETE APRON o ECU'; ITY GTE 0 EXISTING INSPECTOR PARKING 0 ) I DOCK OUT FLOOR BUIL P ING PLAN We @ EXISTING \1 ci TRASH lik VTRASHDOC SCALE: I" 20' -0" Project: SEATTLE PROCESSING AND DISTRIBUTION CENTER MAJOR BUILDING REPAIR AND ALTERATION SEATTLE, WASHINGTON Date: Sheet Reference No.: Addendum No.: F P1 'Tip APRIL 9, 2001 Ali( IlivrETES II& . Project No.: Focilities Service Office, 34301 Ninth Avenue South, Federal Way, WA 98063 -0500 260001 ks w w NORTH BUILDING NB 1 COMPAC' OR COMPACTOR I z . R IC U .I '1 DUMPSTER C LB I p L L - ( H 0 = . DOCK .E < w H _ L. • CZ U z ov I k H J v DUMPSTER H n • • D • LB _= LINK BUILDING t DUMPST =RS 5B DOCK . • (� eile GATE 0o --- -1�� 2ITY ou x — J _ i RAMP ,9 • EXISTING INSPECTOR PARKING D I --\\)=,_,.1- " SOUTH FLOOR BUIL ING PLAN @ TRASH rC\ I DOCK c, Ale) V..5- TRASH DOC SCALE: 1 '= 20' -0" Project: SEATTLE PROCESSING AND DISTRIBUTION CENTER MAJOR BUILDING REPAIR AND ALTERATION SEATTLE, WASHINGTON UNITEDAL STATES Dote: APRIL 9, 2001 Sheet Reference No.: Addendum No.: . F P2 01 Facilities Service Office, 34301 Ninth Avenue South, Federal Way, WA 98063 -0500 ProC Project No.: 260001 • Cizy of Tukwila • Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director NOTICE OF APPLICATION DATED MARCH 15, 2001 The following application has been submitted to the City of Tukwila Department of Community Development for review and decision. APPLICANT: Steve Barnes, Cornerstone Architectural Group as agent for United States Postal Service LOCATION: 10700 27th Avenue South, Tukwila FILE NUMBERS: E01 -005 (SEPA Determination) L01 -015 (Shoreline) PROPOSAL: OTHER REQUIRED PERMITS: Repair and alterations to the existing United States Postal Service Processing and Distribution Center site improvements (including changes to the north and south parking lots to increase parking and improve access, storm water upgrades, lighting upgrades and landscaping). A portion of these site improvements will fall within the 200 foot Shoreline Zone of the Duwamish River, requiring a Shoreline Permit. Due to its status as a Federal agency, the associated building renovation (including roof replacement, heating, ventilation and air conditioning upgrades and/or replacement, ADA improvements, structural upgrades, electrical distribution improvements) is not be subject to Tukwila Building Permits. Biological Assessment — USF&WS, NMFS, WSDOT JARPA — WDF&W, DOE, Army Corps of Engineers Miscellaneous Permit — City of Tukwila These files can be reviewed at the Department of Community Development, 6300 Southcenter Blvd., #100, Tukwila, WA. Please call (206) 431 -3670 to ensure that the file(s) will be available. OPPORTUNITY FOR PUBLIC COMMENT You can submit comments on this application. You must submit your comments in writing to the Department of Community Development by 5:00 p.m. on April 16, 2001. If you have questions about this proposal. contact Deborah Ritter, the Planner in charge of this file at (206) 431 -3663. Anyone who submits written comments will become parties of record and will be notified of any decision on this project. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 • • AIX.1110a-m. 6.1•4./.4 IcaTiLfititi ODK Dept.. Of Community Development City of Tukwila AFFIDAVIT OF DISTRIBUTION /, COO. C eeld'4 HEREBY DECLARE THAT: Notice of Public Hearing Determination of Non - Significance Project Name: • (JS 5 Notice of Public Meeting Project Number: LO /"0/5 Mitigated Determination of Non - Significance Mailer's Signature: Board of Adjustment Agenda Pkt Person requesting mailing: Determination of Significance & Scoping. Notice Board of Appeals Agenda Pkt Notice of Action Planning Commission Agenda Pkt Official Notice Short Subdivision Agenda V Notice of Application Shoreline Mgmt Permit Notice of Application for Shoreline Mgmt Permit __ __ FAX To Seattle Times Classifieds Mail: Gail Muller Classifieds PO Box 70 - Seattle WA 98111 Other Was mailed to each of the addresses listed on this /5 day of Harem in the year 20 .Dl P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 02/09/012:17 PM Project Name: • (JS 5 Project Number: LO /"0/5 Mailer's Signature: Cl-A,-€_ Person requesting mailing: P:GINAWYNETTA/FORMS /AFFIDAVIT -MAIL 02/09/012:17 PM U CPS ��-ocess CHAlkIST: ENVIRONMENTAL REVIEW /SHORELINE Pi. MAILINGS FEDERAL AGENCIES )U.S. ARMY CORPS OF ENGINEERS ( ) FEDERAL HIGHWAY ADMINISTRATION DEPT OF FISH & WILDLIFE L01-015 Goy -oos ( ) U.S. ENVIRONMENTAL PROTECTION AGENCY () U.S. DEPT OF H.U.D. NATIONAL MARINE FISHERIES SERVICE WASHINGTON STATE AGENCIES ( ) OFFICE OF ARCHAEOLOGY ><RANSPORTATION DEPARTMENT () DEPT NATURAL RESOURCES ( ) OFFICE OF THE GOVERNOR () DEPT OF COMM. TRADE & ECONOMIC DEV. )DEPT OF FISHERIES & WILDLIFE ( ) DEPT OF SOCIAL & HEALTH SERV. DEPT OF ECOLOGY, SHORELAND DIV i' •EPT OF ECOLOGY, SEPA DIVISION* ( ) OFFICE OF ATTORNEY GENERAL * SEND CHKLIST W/ DETERMINATIONS * SEND SITE MAPS WITH DECISION KING COUNTY AGENCIES ( ) BOUNDARY REVIEW BOARD ( ) FIRE DISTRICT #11 ( ) FIRE DISTRICT #2 ( ) K.C. WASTEWATER TREATMENT DIVISION ( ) K.C. DEPT OF PARKS & REC ( ) K.C. ASSESSOR'S OFFICE ( ) TUKWILA SCHOOL DISTRICT ( ) TUKWILA LIBRARY ( ) RENTON LIBRARY ( ) KENT LIBRARY ( ) CITY OF SEATTLE LIBRARY ( ) "QWEST . • ( ) SEATTLE CITY LIGHT ( ) PUGET SOUND ENERGY ( ) HIGHLINE WATER DISTRICT ( ) SEATTLE WATER DEPARTMENT ( ) AT &T CABLE SERVICES ( ) KENT PLANNING DEPT ( ) TUKWILA CITY DEPARTMENTS: ( ) PUBLIC WORKS ( ) POLICE ( ) PLANNING () PARKS & REC. ( ) CITY CLERK SCHOOLS /LIBRARIES UTILITIES CITY AGENCIES ( ) FIRE ( ) FINANCE ( ) BUILDING ( ) MAYOR ( ) HEALTH DEPT ( ) PORT OF SEATTLE ( ) K.C. DEV & ENVIR SERVICES -SEPA INFO CNTR ( ) K.C. TRANSIT DIVISION - SEPA OFFICIAL K.C. LAND & WATER RESOURCES ( ) FOSTER LIBRARY ( ) K C PUBLIC LIBRARY ( ) HIGHLINE SCHOOL DISTRICT ( ) SEATTLE SCHOOL DISTRICT () RENTON SCHOOL DISTRICT ( ") OLYMPIC PIPELINE " - ( ) VAL -VUE SEWER DISTRICT (.) WATER DISTRICT #20 ( ) WATER DISTRICT #125 ( ) CITY OF RENTON PUBLIC WORKS ( ) BRYN MAWR- LAKERIDGE SEWERNVATER DISTRICT ( ) RENTON PLANNING DEPT ( ) CITY OF SEA -TAC ( ) CITY OF BURIEN ( ) TUKWILA PLANNING COMMISSION MEMBERS ( ) TUKWILA CITY COUNCIL MEMBERS ( ) CITY OF SEATTLE - SEPA INFO CENTER - DCLU ( ) STRATEGIC PLANNING OFFICE* • NOTICE OF ALL SEATTLE RELATED PLNG PROJ. OTHER LOCAL AGENCIES ( ) PUGET SOUND REGIONAL COUNCIL ( ) SW K C CHAMBER OF COMMERCE XMUCKLESHOOT INDIAN TRIBE MEDIA ( ) SEATTLE TIMES ( ) SOUTH•COUNTY JOURNAL Wk-v-ki2.0 6-Let x;DUWAMISH INDIAN TRIBE ( .S. AIR POLLUTION CONTROL AGENCY ( ) SOUND TRANSIT ( ) HIGHLINE TIMES 7/21/00 \ \TUK2 \VOL2\ PLANNING \administrativeforms \FORMS \CHKLIST.doc tea..) 1-4(4Qtr CO Rat, 0 � 0 n I 2za 1 T GlucQ19 h Cl901 Q WA 9gu?-5121 • • PUBLIC NOTICE MAILINGS FOR PERMITS SEPA MAILINGS.., Mail to: (comment period starts on date of mailing) Dept. of Ecology Environmental Review Section *Applicant *Other agencies as necessary (checked off on attached list) *Any parties of record- * send only the staff report, site plan and the SEPA Determination Send these documents to DOE: SEPA Determination (3 -part from Sierra) Findings (staff report, usu. with MDNS) SEPA Checklist (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) Affidavit of Distribution (notice was mailed or sent to newspaper) SHORELINE MAILINGS: Notice of Application: Notice of Application for a Substantial Development Permit must be mailed to owners and to property owners within 500 feet of subject property, comments are due 30 days after the notice of application is mailed/posted. The notice of Application for Shoreline Substantial Development Permit must include a statement that any person desiring to submit written comments on the application or desiring to receive notification of the final decision on the application may do so within 30 days of the notice of application. If a hearing will be held on the application, the hearing notice must include the information that written comments may be submitted, or oral presentation made at thehearing. Shoreline Permit Notice of Decision: Mail to: (within 8 days of decision; 21 -day appeal period begins date received by DOE) Department of Ecology Shorelands Section State Attorney General *Applicant *Indian Tribes *Other agencies as necessary (checked off on attached list). *Any parties of record * send only the staff report, site plan and the SEPA Determination Send these documents to DOE and Attorney General: Permit Data Sheet Shoreline Substantial Development Permit (3 -part from Sierra) Findings (staff report or memo) Shoreline Permit Application Form (filled out by applicant) Drawings/Plans of project (site plan, elevations, etc. from PMT's) - Site plan, with mean high water mark & improvements — Cross- sections of site with structures & shoreline - Grading Plan - Vicinity map SEPA determination (3 -part from Sierra) Findings (staff report or memo) ' SEPA Checklist (filled out by applicant) Any background studies related to impacts on shoreline Notice of Application Affidavit of Distribution (notice was mailed) 02/05/01 P:\PUBLIC NOTICE MAILINGS FOR PERMITS.doc March 9, 2001 • Cizy of Tukwila • Steven M. Mullet, Mayor Department of Community Development Steve Lancaster, Director Steve Barnes Cornerstone Architectural Group 1904 Third Avenue, Suite 500 Seattle, Washington 98101 NOTICE OF COMPLETE APPLICATION Re: SEPA Determination (E01 -005) Shoreline (L01 -015) USPS Processing & Distribution Center 10700 27th Avenue South, Tukwila Dear Steve: Your applications have been found to be complete as of March 9, 2001 for the purposes of meeting state mandated time requirements. Essentially, this means that you have supplied the required items listed on the application checklists for these types of permits. We are enclosing a laminated copy of the "Notice of Application" and site map to post on the notice board you have already installed at the site. Please arrange to post the Notice and site map on March 15, 2001. This is the same day that we will be mailing public notice to property owners, tenants and businesses within 500 feet of the project. After you have posted the laminated Notice on the sign, please return the signed and notarized "Affidavit of Installation and Posting" to me. We are about to commence our technical review process, which is the next phase in the processing of your applications. Although your applications have been found to be "complete ", the items you supplied may have to be revised or amended. The City may also require that you submit additional plans and information to ensure the project meets the substantive requirements of the City and to finalize the review process. If you have any questions, please feel free to call me at 206 -431 -3663. Sincerely, —Ubcki4 Deborah Ritter Associate Planner cc: Mike Alderson, Assistant Fire Chief Public Works 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206- 431 -3670 • Fax: 206 - 431 -3665 • City of Tukwila Steven M Mullet, Mayor Department of Community Development Steve Lancaster, Director March 8, 2001 Steve Barnes Cornerstone Architectural Group 1904 Third Avenue, Suite 500 Seattle, Washington 98101 VIA FAX 206 -621 -7717 Re: SEPA Determination (E01 -005) Shoreline (L01 -015) USPS Processing & Distribution Center 10700 27th Avenue South, Tukwila Dear Steve: We have received and reviewed your documentation for the above - referenced applications, submitted to us on February 23, 2001. Your applications have been found to be incomplete. In order to continue processing your application there are additional items that must be submitted to the Department of Community Development. These items are listed below. SEPA 1. Three (3) full plan sets of the project plans. Each set shall be bound and shall contain the following sheets: TS, A1.1 through A1.6, L1 through L4, El through E4 and C1.1 through C1.21. 2. Four (4) full plan sets of the topographic survey. Each set shall be bound and shall contain Sheets 1 through 14 (reflecting the entire project area). Shoreline 3. Three (3) full plan sets of the topographic, survey. Each set shall be bound and shall contain Sheets 1 through 4 (reflecting only that portion of the project located within the Shoreline Zone). Upon receipt of the required items listed above, the City will continue processing your applications. The applications will expire if we do not receive the requested items referenced above within 90 days of this letter's date, unless an extension is granted pursuant to Section 18.104.070(E) of the Tukwila Municipal Code. If you should have any questions regarding the within, please do not hesitate to contact me at 206 -431 -3663. Sincerely, Deborah Ritter Associate Planner 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 - 431 -3665 ARCADIS GERAGHTY &MILLER Ms. Deborah Ritter Associate Planner City of Tukwila 6300 Southcenter Boulevard Tukwila, Washington 98188 Subject : Endangered Species Act Checklist, Planned Action SEPA, File No. E01 -005 Building Repair and Alterations Project USPS Seattle Processing & Distribution Center, Tukwila, WA Dear Ms. Ritter: The United States Postal Service (USPS) prepared a Shoreline Management Permit Application, including a Planned Action SEPA checklist, for the planned Building Repair and Alterations Project for the Seattle Processing and Distribution Center (P &DC) located at 10700 27th Avenue South in Tukwila, Washington. This package was submitted to the City of Tukwila for a Shoreline Management Permit and a SEPA determination on February 23, 2001. At the time of submittal, the USPS was provided an Endangered Species Act (ESA) Checklist to complete as an element of the Planned Action SEPA. The completed ESA Checklist and an attachment providing additional information on select responses are enclosed. If you require additional information or have any questions about the project please contact Steve Barnes of Cornerstone Architectural Group at 206 - 682 -5000. Mr. Barnes is the primary contact for this project and has compiled the Shoreline/SEPA package. If you require assistance from the USPS please call Roberta Willis at 303 - 220 -6575. Sincerely, ARCADIS Geraghty & Miller, Inc. rhAL:mik WWI Melissa R. Kleven Senior Engineer cc: Roberta Willis, USPS Facilities Service Office (FSO) Mike Long, USPS FSO Steve Barnes, Cornerstone Architectural Group ARCADIS Geraghty & Miller, Inc. 11411 NE 124th Street Suite 270 Kirkland, WA 98034 Tel 425 821 2100 Fax 425 821 2111 Environmental Date, 5 March 2001 Contact: Melissa Kleven Extension: 425.821.2100 RECEIVED CITY OF TUKWILA MAR 0 5 20.01 PERMIT CENTER City of Tully ESA Screening Checklist City of Tukwila Endangered Species Act Screening Checklist Date: March 5, 2001 RECEIVED CITY OF TUKWILA MAR 0 5 2001 PERMIT CENTER Applicant Name: United States Postal Service (USPS) Street Address: 10700 27th Avenue South City, State, Zip: Tukwila, WA, 98168. 206- 682 -5000 (Steve Barnes, Cornerstone Architectural Group, Primary Telephone: SEPA/Shoreline Permit Application Contact) 303 - 220 -6575 (Roberta Willis, USPS Facilities Service Office, Primary USPS Contact) 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 1, read each question carefully, circle "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. January 25, 2001 1 City of Tulr 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 (see Tukwila Municipal Code (TMC) Chapter 18.06, Zoning Code, Page 18 -11). Please circle appropriate response. NO - Continue to Question 2 -0 OM 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 (see Chapter 18.06, Page 18 -8). Please circle appropriate response. NO - Continue to- Question 3 -0 ® Continue to Question 2 -1 (Page 4) SEE ATTACHED RESPONSE. 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 circle appropriate response. NO Continue to Question 4 -0 SEE ATTACHED RESPONSE. 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 (see TMC Chapter 18.06, Tukwila Zoning Code, Page 18 -11). This includes fuel or other chemicals stored on -site during construction. Please circle appropriate response. 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 and 18.45.080E.4, or would require a geotechnical report if not exempt under TMC 18.45.080A, should answer Yes. Please circle appropriate response. CContinue to Question 6 -0 YES - Continue to Question 6 -0 January 25, 2001 2 • City of Tula ESA Screening Checklist Part A (continued) 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 (see TMC Chapter 18.06, Tukwila Zoning Code, Page 18- 13). For the purpose of this analysis, this includes the establishment of new lawn or grass. Please circle appropriate response. Checklist Complete YES — Checklist Complete 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 circle appropriate response. 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 -circle appropriate response. __ Continue to Question 1 -3 SEE ATTACHED RESPONSE. 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 (see TMC Chapter 18.06, Tukwila Zoning Code, Page 18 -12). 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. Please circle appropriate response. NO - Continue to Question 2 -0 (Page 2) Continue to Question 1 -4 SEE ATTACHED RESPONSE. January 25, 2001 3 City of Tuk z ESA Screening Checklist Part B (continued) 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 circle appropriate response. NO - Continue to Question 2 -0 (Page 2) Continue to Question 2 -0 (Page 2 ) SEE ATTACHED RESPONSE. 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 circle appropriate response. NO - Continue to Question 3 -0 (Page 2) in Continue to Question 2 -2 SEE ATTACHED RESPONSE. 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 circle appropriate response. coContinue 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 circle appropriate response. 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 circle appropriate response. NO - Continue to Question 3 -0 (Page 1) an_ Continue to Question 2 -5 SEE ATTACHED RESPONSE. 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 circle appropriate response. NO - Continue to Question 3 -0 (Page 2) ID_ Continue to Question 3 -0 (Page 2) SEE ATTACHED RESPONSE. January 25, 2001 4 City of Tukr. 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 bothbanks 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 circle appropriate response. 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 circle appropriate response. 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 circle appropriate response. 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 circle appropriate response. 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 circle appropriate response. NO - Continue to Question 3 -6 YES - Continue to Question 3 -6 January 25, 2001 5 Part D (continued) City of Tuk. ESA Screening Checklist 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 circle 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 circle 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 circle appropriate response. NO - Continue to Question 4 -0 (Page 2) YES - Continue to Question 4-0 (Page 2) January 25, 2001 6 • • Attachment City of Tukwila ESA Screening Checklist Building Repair and Alterations Project, File Number E01 -005 USPS Seattle Processing and Distribution Center 10700 27th Avenue South Tukwila, WA 98168 This attachment has been prepared to provide additional information for select checklist responses. Permits and approvals that are pertinent to this project are described in detail in the SEPA/Shoreline Permit Application. The U.S. Postal Service (USPS) has prepared and submitted a Biological Assessment (BA) to the Washington Department of Transportation, U.S. Fish and Wildlife Service, and National Marine Fisheries Service, for Section 7 Endangered Species Act (ESA) concurrence that the project will not adversely affect listed species or critical habitat. A copy of the BA is provided in the SEPA/Shoreline Permit Application. Part B, Question 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? No. A Temporary Erosion and Sedimentation Control (TESC) Plan has been prepared for the project that has been specifically designed to retain 100 percent of the runoff during construction from disturbed soils. Part B, Question 1 -3: Will the project result in the construction of new impervious surfaces? Yes. Most site work related to impervious surfaces for this project involves repaving already paved areas. However, some new paving is planned primarily for improving truck access at the site and in creating additional employee parking in the north parking lot. Landscaping (new and relocation/modifications) is also planned as an element of site work. Net new impervious area is estimated to be approximately 2,900 square feet. Part B, Question 1-4: Will your project generate stormwater from the creation of impervious surfaces that will not be infiltrated on site? Yes. Stormwater generated from the new impervious surface areas described above will be managed similar to stormwater generated for the rest of the site. Stormwater is currently collected and discharged to the Duwamish River either directly or from a 1/3 • • detention pond (some infiltration) located in the southeastern portion of the site. Stormwater generated in select site areas with frequent truck traffic is treated using an oil /water separator. Stormwater upgrades are an element of the planned Building and Alterations Project and include installation of additional treatment (oil /water separators) and other drainage improvements. Part A, Question 2 -0: Will the project require any form of clearing? Yes. Planned clearing is minor and may include the following: Clearing landscaped areas (altering or relocating) for site access improvements. Clearing blackberry bushes, if necessary, to replace the tide gate valve that discharges site stormwater to the Duwamish River. Clearing grasses and small shrubs from the detention pond to place access stairs and a gravelpave maintenance pad. All clearing will be minimized to the extent possible. No trees will be cleared within the shoreline management area (within 200 feet of the Duwamish River). A landscaping plan has been prepared by a licensed landscape architect and is provided in the SEPA/Shoreline permit application. Part B, Question 2 -1: Will the project involve clearing within 200 feet of the OHWM of a watercourse or the Green/Duwamish or Black Rivers? Yes. Minor clearing is planned, as necessary. See response to Question 2 -0 above. Part B, Question 2-4: Will the project involve clearing within 100 feet of the OHWM of a watercourse or the Green/Duwamish or Black Rivers? Yes. Minor clearing is planned, as necessary. See response to Question 2 -0 above. Part B, Question 2 -5: Will the project involve clearing within 40 feet of the OHWM of a watercourse or the Green/Duwamish or Black Rivers? Yes. Minor clearing is planned, as necessary. See response to Question 2 -0 above. 2/3 Part A, Question 3 -0: Will the project require work, during any time of the project, below the ordinary high water mark of a watercourse of the Green/Duwamish or Black Rivers or in wetlands? No. The USPS understands that the ordinary high water mark (OHWM) is equivalent to the U.S. Army Corps of Engineers (Corps) datum for mean higher high water (MHHW) of 11.1 feet (referenced to a mean lower low water [MLLW] of 0 feet). The only project work occurring at the bank of the Duwamish River is replacement of a tide gate valve that discharges stormwater from the site. The gate valve is located above MHHW and the replacement will likely take place from the waterside (e.g., a boat in the Duwamish River) since the banks are very steep at this location. 3/3 DENVER FACILITIES SERVICE OFFICE UNITEDSTATES POSTAL SE RVKE February 23, 2001 Ms. Carol Lumb Associate Planner City of Tukwila, Planning Department 6300 Southcenter Boulevard, Suite 100 Tukwila, Washington 98188 RE: Shoreline Management Permit Application and Planned Action SEPA Checklist Building Repair and Alterations Project USPS Seattle Processing & Distribution Center, Tukwila, WA Dear Ms. Lumb: The United States Postal Service (USPS) has prepared a Shoreline Management Permit Application, including a Planned Action SEPA checklist, for the planned Building Repair and Alterations Project for the Seattle Processing and Distribution Center (P &DC) located at 10700 27th Avenue South in Tukwila, Washington. This package is submitted to the City of Tukwila for a Shoreline Management Permit and a SEPA determination: The USPS has prepared an Environmental Assessment for the project, which resulted in a Finding of No Significant Impact. In addition, the USPS has prepared and submitted the following environmental studies and applications. • A Biological Assessment to the Washington Department of Transportation (WSDOT), U.S. Fish and Wildlife Service, and National Marine Fisheries Service, for Section 7 Endangered Species Act concurrence that the project will not adversely affect listed species or critical habitat. • A Joint Aquatic Resources Permit Application (JARPA) to: U.S. Army Corps of Engineers for a Section 404 permit, Washington Department of Fish and Wildlife for a Hydraulic Project Approval (HPA), and Washington State Department of Ecology for a 401 Water Quality Certification. • A SEPA Checklist for the Off -Site Safety and Operational Improvements (November 1, 2000) to City of Tukwila and WSDOT describing roadway improvements in the vicinity of the site. At this time, project design is approximately 90 percent complete. It is not anticipated that finalization of the design will significantly affect the information contained in the permit application and SEPA checklist. If significant changes are made during final design, the USPS will prepare and submit a letter to you summarizing the changes. ..,s We appreciate your early involvement in the planning process. The pre - application meeting on September 28, 2000 and your preliminary comments provided in the pre - application checklist were very helpful. If you require additional information or have any questions about the project please contact Steve Barnes of Cornerstone Architectural Group at 206 - 682 -5000. Mr. Barnes is the primary contact for this project and has compiled the Shoreline/SEPA package. If you require assistance from the USPS please call meat 303 - 220 -6575. Thank you for your assistance and we look forward to receiving the Shoreline Management Permit and SEPA determination for the Building Repair and Alterations project. Sincerely, 711AASO-- &Pan/en fr Roberta Willis Environmental Specialist cc: Mike Long, USPS Facilities Service Office (FSO) Steve Barnes, Cornerstone Architectural Group Guy Neal, PBS Environmental Melissa Kleven, ARCADIS Geraghty & Miller • CITY OF TUKWILA OFTUKWILA RECEIVED SEPA CITY OF IJKWI�A Department of Community Development FEB 2 3 2I,LANNED 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (206) 431 -3665 PERMIT CENTER ACTION E -mail: tukplan@ci.tukwila.wa.us APPLICATION FOR STAFF USE UNLY Sierra Type: P -PACT Planner: b N4%e..._ File Number: r 0 / — Ob C Application Complete: (Date: -^ of .,0 j ) Project File Number: pe6 00 _03pf / Application Incomplete: (Date:.__.- _t ., ©') MIC Planned Action EIS File Number: E96 -0034 Other File Number: L 01 _ O 15 NAME OF PROJECT/DEVELOPMENT: (,GS p05`!T/ �ei�'Ufte - gGT�t°i Prate.5 i ai-�D� pcd-r;kcitiow L �,rr� /11c"»- $ 1d i i ' "41r aka /ft/era-ft-01A PrD ed / J LOCATION OF PROJECT/DEVELOPMENT: Give street address or, if vacant, indicate lot(s), block and subdivision, access street, and nearest intersection. LIST ALL TAX LOT NUMBERS. /040 27'4 /cIpekue kfrula /il/�f ge/60 fazd 4j L'ers ?) - 9%z3 ogq 161 -- os 7 Quarter: Section: 4- Township: Z 34) Range: (This information may be found on your tax statement.) DEVELOPMENT COORDINATOR: The individual who: • has decision making authority on behalf of the 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 �?rd sent. Name: t v�t:5 �NPfev5 7kt° lrr�'i v % 4-ii-ou/ p Address: / O ca SP / L i i2A , R/G/ FAX: LZ06) 6ZJ— ?717 Date: Z /X3/61 Phone: 100‘) d gz - coo Signature: G :IAPPHANILANDUSE.APPIsplan.doc, 06/13/00 3 us • p5 Fo■-o65 s-g- Ps\L COMPLETE APPLICATION CHECKLIST The materials listed below must be submitted with your application unless specifically waived in writing by the Department of Community Development. Please contact the 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. There is no filing fee. ADDITIONAL MATERIALS MAY BE REQUIRED. Department staff are available to answer questions about application materials at 206 - 431 -3670. COMPLETE APPLICATION CHECKLIST TABLE iiiforrnation'requu-ed. Maybe :waived in'unusua1 7.. cases, upon approval: of the P, lannin- g Division. ; • ' Information '> Waived Ping Div. • , Office Use'Only 'Comments &e Conditions. One (1) copy of the Complete Application Checklist, indicating items submitted with application. ---- 2. Four (4) sets of the full size plans needed to clearly describe the proposed action. 17)1(\-LtI\ „ ,- One (1) set of plans reduced to .. 8,5 "x1.1 "(High Quality Photo Reduction). iq Four (4) copies of supporting studies. GAAPPHANILANDUSE.APPlsplan.doc, 06/13/00 • City of Tukwila SEPA Checklist Application USPS Seattle Processing & Distribution Center Project PRE00 -039 [his document is intended to correspond to the City of Tukwila 's "Splan.doc" PLANNED ACTION INITIAL QUALIFICATIONS (TMC 21.04.152) Please complete the following checklist to demonstrate that all significant adverse environmental impacts have been clearly avoided or mitigated. Please respond on separate sheets as needed. Applicant Responses Agency Comments: A. BACKGROUND 1. Date checklist prepared: February 14, 2001 2. Proposed timing or schedule (including phasing, if applicable): Building work: 3/2001 - 10/2002 (this includes building and sewer improvements) Site work: 4/2002- 10/2002 (this includes grading, paving, lighting, parking access, landscaping, storm water, and fire line improvements) *See attached proposed construction schedule. 3. Do you have any plans for future additions, expansion, or further activity related to or connected with this proposal? If yes, explain. This proposal describes improvements for the US Postal Service (USPS) Seattle Processing and Distribution Center (Seattle P &DC), including: building, sewer line, fire line, storm water, parking and onsite traffic flow improvements. Roadway improvements are also planned for access roads near the site (South 102nd Street, 27th Ave. South, and State Route (SR) 99); however, the roadway improvements project is not a connected action with the work described in this proposal. Specifically, the building and site repairs and alterations project can proceed without the roadway improvements project. The most immediate need is to improve the building and site as described in this proposal. The other planned improvements do not need to be addressed immediately, do not depend on the building /site project, and will require the involvement of several local, state, and federal agencies. Therefore the USPS Seattle P &DC decided, in consultation with the City of Tukwila, to review these actions separately (separate SEPAs) and to initiate the building /site improvements project described in this SEPA first. 4. Do you know whether applications are pending for governmental approvals of other proposals directly related to the property covered by your proposal? If yes, explain. No 5. List any government approvals or permits that will be needed for your proposal, if known - NEPA Environmental Assessment - Finding of No Significant Impact (USPS 10/17/00) Biological Assessment - USFWS, NMFS, WSDOT Joint Aquatic Resources Permit Application (JARPA) Washington Department of Fish and Wildlife - Hydraulic Project Approval Washington Department of Ecology - 401 Water Quality Certification PBS Environmental Date: 02/20/01 Page 1 *' 40 City of Tukwila SEPA Checklist Application USPS Seattle Processing & Distribution Center Project PRE00 -039 Applicant Responses US Army Corps of Engineers Section 404 Permit Note: The JARPA was submitted for both the onsite and offsite projects. Therefore, all elements of the JARPA do not directly apply to this proposal [e.g., Section 404 Permit] State Environmental Policy Act (SEPA) Planned Action - City of Tukwila - Shoreline Permit - City of Tukwila Miscellaneous Permit Application (storm drainage, land altering, fire loop/hydrant, hauling, sanitary side sewer) - City of Tukwila. 6. Give a 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. Section E requires a complete description of the objectives and alternates of your proposal and should not be summarized here. This project is a repair and alteration project for the existing USPS Seattle P &DC Facility. The size of the construction project is approx. $32 million and the size of the site is approx. 32 acres. Proposed site improvements include: - Reconfiguration of the parking lot on the southwest, to increase employee parking, truck maneuvering, and site security in that area; - Grading and access changes to the north parking lot to allow improved truck access to the North Loading Dock, improve site security and provide additional truck parking; Stormwater upgrades (treatment) to improve water quality of runoff prior to discharge to the Duwamish River and PAL Creek and site drainage improvements include adding stairs to the stormwater pond to improve access for easier maintenance, changing the flapper gate on the outfall to the Duwamish River, and upgrading the trash grate in the stormwater pond. Moving light poles out of truck maneuvering area in the South and North Loading Dock, to the fence line to improve truck access. Fire line improvements to separate fire line water supply from that of the adjacent (to northeast) property, provide upgrades to the fire line system to meet current code requirements, and move one existing hydrant out the truck maneuvering area in the South Loading Dock to the south fence line. Removal of existing trash dock and concrete apron located on the east side of the Link Building just north of the South Building. The project includes construction of new trash docks and a concrete apron in the new configuration, relocation of downspouts and underground storm drain lines that will remain connected to the main line and the addition of an oil water separator. No work will occur within the shoreline setback area. - Trenching as required to install new a new sanitary sewer line running along the south and east sides of the building. This is not a sewer main, it is a forced line servicing two water closets and two lavatories. Agency Comments: PBS Environmental Date: 02/20/01 Page 2 • City of Tukwila SEPA Checklist Application USPS Seattle Processing & Distribution Center Project PRE00 -039 Applicant Responses Agency Comments: - Connect the truck- driver's bathroom to an outside sewer drop line and disconnect the overhead interior sewer line; Proposed building improvements include: Roofing replacement; Heating Ventilation and Air Conditioning (HVAC) upgrades and replacement American Disabilities Act (ADA) Improvements ( "Place of Refuge" and Improved Access) Structural upgrades; Increasing dock door sizes; Repair damaged sewer line m the north building; Reconnect grease interceptor in kitchen area; Trash dock improvements include adding new finger piers for additional trash bins; and Exterior lighting replacement on building at loading docks. For additional details on project design please see attached plans and reports. 7. 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, and section, township and range, if known. 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 application related to this checklist.- ° 1 The Project is located: Address: USPS Seattle Processing and Distribution Center 10700 27th Avenue South (listed on King County Assessor's Office records as 10600 and 10800 W. Marginal Way S.) Tukwila, WA Legal Description: Township 23N, Range 4W, SE '/< of Section 4 (Willamette Meridian) Tax Lot Numbers: King County Assessor's Parcel Numbers 0423049186, 0423049189, 0423049057 Topographic Map: See Figure 1 Vicinity Map: See Figure 2 Site Plans: See Figures 3a and 3b 8. Does this proposal lie within an area designated on the City's Comprehensive Land Use Policy Plan Map as environmentally sensitive PAL Creek and the Duwamish River are adjacent to the site. PAL Creek is classified by the city as a Class II Stream containing salmonids. The sensitive area buffers /setbacks for PAL Creek and the Duwamish River are located on the subject property. PBS Environmental Date: 02/20/01 Page 3 City of Tukwila SEPA Checklist Application USPS Seattle Processing & Distribution Center Project PRE00 -039 Applicant Responses Agency Comments: Currently, stormwater runoff is discharged to the Duwamish River from an outfall located near the stormwater pond in the southeastern portion of the site. Additional stormwater treatment will be installed throughout the site to improve water quality prior to discharge (reduce oils and sediments). This proposal also includes rerouting north loading dock runoff to discharge into PAL Creek (realigned during roadway improvements project), following treatment and stormwater pond maintenance /modifications. This proposal also includes the replacement of the flapper gate on the outfall to the Duwamish River. Since the bank of the river is steep and vegetation covered at that point, the replacement will likely take place from the water (river side). Attached to this SEPA Checklist are a Biological Assessment Report and an Environmental Assessment Report, which describes this project in more detail. B. ENVIRONMENTAL ELEMENT 1. Earth a. General description of the site (circle one): flat, rolling, hilly, steep slopes, mountainous, other: b. What is the steepest slope on the site (approximate percent slope)? The site is relatively flat. The steepest slope where construction activities are planned is 'approximately 4 %: Aloiig "the DU-waniish River,,- bank 'slopes are 'approximately 1:1. With the exception of replacement of the stormwater discharge pipe tide gate valve, no work is planned to occur in the riverbank area 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. Coarse to fine grained sand to 5.5 feet below land surface (ft bls), soft silt to 70 ft bls, below is coarse sand and gravel with abundant seashells. See attached geotechnical report, GeoEngineers, 2000. The site is not prime farmland as it has been developed as an industrial site since the late d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. There are no apparent surface indications or known history of unstable soils in the immediate vicinity that we are aware of. A geotechnical report has been prepared to support design of the proposed project. Subsurface soils are considered to be liquefiable, that is, soils at shallow depths below the project site can become unstable during seismic events. The project has taken these liquefiable soils into account during design development. A review of historical aerial photographs (to 1946) reveals that the site may have been filled and graded (piles of dirt visible in a 1985 photograph, as well as the presence of heavy equipment) in the 1980s prior to development of the current facilities. PBS Environmental Date: 02/20/01 Page 4 City of Tukwila SEPA Checklist Application USPS Seattle Processing & Distribution Center Project PRE00 -039 Applicant Responses e. Describe the purpose, type, and approximate quantities of any filling or grading proposed. Indicate source of fill. The purpose of grading is to improve access and maneuverability of vehicles at access roads and parking lots to accommodate the USPS operations. Structural backfill will be used for trenches and under paving and will be obtained by the contractor. There will be approximately 6,501 yd3 of fill and 14,680 yd3 of cut. See Civil Plans for locations of cut and fill. f. Could erosion occur as a result of clearing, construction, or use? If so, generally describe. g. h. 2. Air Minimal erosion may occur as a result of construction, which will involve the removal and replacement of pavement in the areas of sewer and fire line upgrades and site grading as discussed above. No clearing is anticipated; no erosion as a result of site use is anticipated. About what percent of the site will be covered with impervious surfaces after project construction (for example, asphalt or buildings)? The site is currently almost entirely paved (approx. 95 %) with the exception of small landscaped areas; 2,871 square feet of net new impervious surface will occur as a result of this proposal. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: - • A stabilized consiruction entraiice oairiers; aiud sturin uraiii iliiet protection - snali' be placed per King County Surface Water Design Manual (SWDM) to control erosion during excavation and construction. A Temporary Soil and Erosion Control Plan (TESC) has been designed for project work that may result in disturbances to site soils. 1. What type of emissions to the air would result from the proposal (i.e., dust, automobile, odors, industrial, wood smoke) during construction and when the project is completed? If any, generally describe and give approximate quantities if known. Emissions to air will occur associated with construction equipment/vehicle use during the project. Dust may be created during excavation for sewer and fire line work, and site grading. 2. Are there any off -site sources of emissions or odor that may affect your proposal? If so, generally describe. No off -site sources of emissions or odors are anticipated to affect this Proposal. 3. Proposed measures to reduce or control emissions or other impacts to air, if any: No measures are proposed to reduce or control construction equipment/vehicle emissions. Standard work practices will be used during construction to minimize dust emissions (i.e. wetting exposed soil). Agency Comments: PBS Environmental Date: 02/20/01 Page 5 • City of Tukwila SEPA Checklist Application USPS Seattle Processing & Distribution Center Project PRE00 -039 Applicant Responses Agency Comments: 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. The National Wetland Inventory (NWI) Map indicates that two palustrine emergent seasonally flooded wetlands are present onsite. The onsite wetlands were pre - development and no longer exist. The Duwamish River is located adjacent to the site on the south- southeast, and flows northward, ultimately discharging to the Puget Sound. The Duwamish River is also identified, and is described as riverine, tidal, open water permanent tidal system. The river is listed as a Type 1 shoreline of the state and a Class 1 stream by King County and City of Tukwila. PAL Creek flows northerly adjacent to the western boundary of the site within an excavated and maintained roadside channel. PAL Creek flows to the Duwamish River. This creek is not identified on the NWI Map but is listed by the City of Tukwila as a Class II stream with salmonids. Culverts have previously been installed within the channel. Please refer to the attached Biological Assessment and Environmental Assessment reports for inorc iiiforniation'' (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. Proposed site improvements within 200' of the Duwamish River include: • Upgrades in the southwest parking lot area including employee parking modifications, improvements to site security and truck access, and landscaping (perimeter). • Storm water pond maintenance activities to improve site drainage. • Lighting modifications in the loading dock, southwest employee parking area, and truck maneuvering area to improve truck access. • Moving a fire hydrant in the south loading dock area from the truck maneuvering area south to the fence line to improve truck access. Please refer to Shoreline Permit Application, plans, the Biological Assessment Report, and the Environmental Assessment Report for more information. (3) Estimate the amount of fill and dredge material that would be placed in or removed from the surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. No fill or dredge material will be placed in or removed from surface water or wetlands for this proposal. PBS Environmental Date: 02/20/01 Page 6 • City of Tukwila SEPA Checklist Application USPS Seattle Processing & Distribution Center Project PRE00 -039 Applicant Responses Agency Comments: (4) Will the proposal require surface water withdrawals or diversions? Give a general description, purpose, and approximate quantities, if known. Yes. Storm water in the north loading dock area currently flows into the stormwater pond located in the southeastern portion of the site. This stormwater will be treated and redirected to PAL Creek (realigned during the roadway improvements project) along 27th Avenue South. The water treatment system will treat the water to meet the current King County and City of Tukwila stormwater standards prior to discharge to PAL Creek. The purpose of redirecting the water flow is to alleviate annual flooding in the north loading dock area. Discharge volumes are approximately 0.71 cfs for the 2 -yr, 1.10 cfs for the 10- yr, and 1.11 cfs for the 100 -yr storm, 24hr storm events. (5) Does the proposal lie within a 100 -year flood plain? If so, note location on the site plan. The proposal area does not lie within the 100 -year flood plain. FEMA FIRM maps for King County were reviewed; the subject site is included on Map Number 53033C0645 F, Revised May 16, 1995. The site is identified as being in Zone X: "Other Flood Areas," described as "Areas of 500 -year flood: areas of 100 -year flood with average depths of less than 1 foot or with drainage areas less than 1 square mile; and areas protected by levees from 100 -year flood." A copy of the FEMA Finn map (subject site and vicinity only) is attached as Figure 4. .(6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste allZt anticipated-voliniie of discharge. - No discharge of waste materials to surface waters is anticipated as a result of this proposal. There is the slight potential that non - point- source waste materials, such as very small amounts of lubricants associated with automobiles, construction vehicles and on -site asphalt paving, may enter surface waters adjacent to the site. b. Ground: (1) Will groundwater be withdrawn, or will water be discharged to groundwater? Give general description, purpose, and approximate quantities, if known. No groundwater will be withdrawn as a result of this proposal; no water will be discharged to groundwater. (2) Describe waste materials that will be discharged into the ground from septic tanks or other sanitary waste treatment facility. Describe the general size of the system, the number of houses to be served (if applicable) or the number of persons the system(s) are expected to serve. No waste materials from septic tanks or other sanitary waste treatment facilities will be discharged into the ground as a result of this proposal. -6-1* PBS Environmental Date: 02/20/01 Page 7 . City of Tukwila SEPA Checklist Application USPS Seattle Processing & Distribution Center Project PRE00 -039 Applicant Responses c. Water Runoff (including stormwater): (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 into other waters? If so, describe. Stormwater runoff is currently collected by on -site storm drains, which discharges to a stormwater pond located adjacent to the southeastern side of the site. Stormwater drainage will be reconfigured to direct storm water from the north loading dock area only, to a stream/ditch located along 27th Avenue South, ultimately discharging to the Duwamish River at a different location (PAL Creek confluence). This water will be treated prior to discharge to PAL Creek with a water treatment system designed to meet the current King County and City of Tukwila stormwater standards. Quantities are approximately 0.71 cfs for the 2 -yr, 1.10 cfs for the 10 -yr, and 1.11 cfs for the 100 -yr storm, 24hr storm events. Refer to the attached Biological Assessment Report and the Environmental Assessment Report for more information. (2) Could waste materials enter ground or surface waters? If so, generally describe. There is the potential that non - point- source waste materials, such as very small amounts of lubricants associated with automobiles, construction vehicles and on -site asphalt paving, may enter surface waters adjacent to the site. Contractors will be required to use standard work practices to minimize the release of waste materials. a. Check or circle type of vegetation found on the site: X deciduous tree: alder, maple, aspen, other. X evergreen tree: fir, cedar, pine, other. X shrubs. X grass. pasture. crop or grain. wet soil plants, cattail, buttercup, bullrush, skunk cabbage, other. water plants: water lily, eelgrass, milfoil, other types of vegetation. b. What kind and amount of vegetation will be removed or altered? Some currently landscaped locations will be altered or moved during the proposed project throughout the site to accommodate site work. A licensed landscape architect has prepared a planting plan and any vegetation removed will be replaced in accordance with the City of Tukwila Municipal Code. Shoreline related vegetation removal to include: Some blackberry bushes may need to be cleared during outfall replacement work, some grasses and small shrubs may be removed to place access stairs and gravelpave pad at the stormwater pond. No trees will be removed within 200 feet of the shoreline. Please refer to the attached landscape plans for location, type, and amount of vegetation to be moved or altered. Please refer to the attached .Biological Assessment Report and the Environmental Assessment Report. Agency Comments: PBS Environmental Date: 02/20/01 Page 8 • City of Tukwila SEPA Checklist Application USPS Seattle Processing & Distribution Center Project PRE00 -039 "Applicant Responses c. List threatened or endangered species known to be on or near the site. No threatened or endangered plant species are known to be present on or near the site. The Washington Natural Heritage Program (WHNP) was contacted regarding the plant species. The WNHP had no records of rare or high quality ecosystems in the vicinity of the site, although a list of rare plant species known to occur in King County was provided. d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the site, if any: New plantings in modified landscaped areas will be drought - tolerant native species in accordance with the planting plan. Parking configuration will be changed to increase employee parking, improve truck access, and improve site security. These changes will modify the landscape areas. Modifications include increasing and decreasing the size of planted areas, and moving some planted areas to accommodate the new parking configuration. See landscape plan for changes. 5. Animals: 1. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: birds: hawk,,heronteagle, songbirds, other: �-' niatcnnais: deer, bear,'elk, beaver, other: _ fish: bass, salmon, trout, herring, shellfish, other: other: See 5b. below. * Please refer to the attached Biological Assessment Report and the Environmental Assessment Report for more information. 2. List any threatened or endangered species known to be on or near the site. 3. No known threatened or endangered animal species are known to be present on the site. The Washington Department of Fish and Wildlife (WDFW) was contacted. The Duwamish River provides habitat for several priority fish species. No endangered fish species have been identified for this portion of the river. Threatened fish species include: Puget Sound Chinook and Bull Trout. Puget Sound Coho have been identified as a candidate species. PAL Creek is a tributary of the Duwamish River and Salmon and Cutthroat Trout have been observed in this creek likely before water main leaks were repaired, which provided increased flow. Fish use of PAL Creek is severely limited due to approximately 800 feet of severely graded non -day- lighted culvert separating the creek from the Duwamish River. PAL Creek functions as a roadside ditch and does not provide spawning habitat. Additionally, the creek is dry much of the year, with the exception of a few areas that remain wet apparently due to cross - culvert flow. 4. Is the site part of a migration route? If so, explain. A letter was submitted to the U.S. Fish and Wildlife Service in Lacey, Washington, requesting a determination as to whether the site is located on a migratory route. A copy of Agency Comments: PBS Environmental Date: 02/20/01 Page 9 illCity of Tukwila SEPA Checklist Application USPS Seattle Processing & Distribution Center Project PRE00 -039 Applicant Responses Agency Comments: the submitted letter is included with this checklist. Adjacent to the subject site is a known migratory pathway (Duwamish River) for a listed species (Chinook Salmon). 5. Proposed measures to preserve or enhance wildlife, if any: Work windows will be followed as specified by regulatory agencies (WDFW, NMFS, USFW) to minimize potential impacts to fish. The minimal vegetation (grasses, small shrubs, and blackberry bushes) being removed during this project will be replaced to the extent possible to preserve wildlife habitat. Even though trees are not being removed within 200 feet of the shoreline, additional trees are being planted along the river /shoreline area to enhance wildlife habitat. 6. Energy and Natural Resources 1. What kinds of energy (electric, natural gas, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing etc. Natural gas, electricity, and diesel fuel for a backup generator. 2. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No impacts to the potential use of solar energy by adjacent properties will occur as a result o: tiispi'oject. - 3. 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: High efficiency lighting, higher efficiency boilers, and multi -stage equipment to reduce energy consumption. 7. Environmental Health 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. a. Potential risks include those associated with the use of construction vehicles and with general construction activities. No changes in environmental health hazards are anticipated after project completion. (1) Describe special emergency services that might be required. No special emergency services are anticipated to be required as a result of this proposal. (2) Proposed measures to reduce or control environmental health hazards, if any: No environmental health hazards are anticipated, except those directly related to construction activities. The contractor is required to comply with all local, state, and federal regulations for environmental health issues. PBS Environmental Date: 02/20/01 Page 10 • City of Tukwila SEPA Checklist Application USPS Seattle Processing & Distribution Center Project PRE00 -039 r ` Applicant Responses Agency Comments: b. Noise: (1) What types of noise exist in the area, which may affect your project (for example: traffic, equipment, operation, other)? The site currently experiences noises from on -site and adjacent vehicular traffic; however, no impacts to this proposal are anticipated. (2) What types and levels of noise would be created by or associated with the project on a short-term or a long -term basis (for example: traffic, construction, operation, other)? Indicate what hours noise would come from the site. Short-term: Increased noise may occur as the result of the use of construction vehicles and during excavation activities. The increased noise is expected to occur during daylight hours, only. Long -term: No changes in current noise levels are anticipated. (3) Proposed measure to reduce or control noise impacts, if any: No measures are proposed to reduce temporary increase in noise due to construction activities. No measures are proposed to reduce automobile traffic noise after completion of the project. e. !..slid and Shoieiii use a. What is the current use of the site and adjacent properties? The site is used as the USPS Seattle P &DC. Adjacent properties are heavy industrial and office use. b. Has the site been used for agriculture? If so, describe. A review of historical aerial photographs (to 1946) revealed that the site was in agricultural use prior to the early 1950s. c. Describe any structures on the site. Three commercial buildings are present on the site, which includes shipping docks, all of which are used for US mail processing and distribution. The Buildings are known onsite as the North Building, the Link Building, and the South Building. d. Will any structures be demolished? If so, which? No structures will be demolished. e. What is the current zoning classification of the site? City of Tukwila zoning maps were reviewed. The subject site is zoned "MIC/H ", which is described on the maps as "Manufacturing Industrial Center/Heavy Industrial." PBS Environmental Date: 02/20/01 Page i 1 City of Tukwila SEPA Checklist Application USPS Seattle Processing & Distribution Center Project PRE00 -039 Applicant Responses - Agency Comments: f. What is the current comprehensive plan designation of the site? g. According to City of Tukwila planning personnel, the comprehensive plan designation of the site, which is in the Highline Comprehensive Planning Area is identical to the zoning classification indicated in 8e above. If applicable, what is the current shoreline master program designation of the site? The current master shoreline program designation is "Urban" and is subject to the King County Master Shoreline Program. h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. PAL Creek and the Duwamish River are adjacent to the site and contain sensitive habitats. i. Approximately how many people would reside or work in the completed project? Approximately 1,800 full time employees and 700 temporary employees (during Christmas Holiday) work at the site. Approximately how many people would the completed project displace? No displacement of workers is anticipated. J• k. Proposed measures to avoid or reduce displacement impacts, if any: No measures are proposed since displacement is not anticipated. 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: No land use changes are proposed for this project. 9. Housing a. Approximately how many units would be provided, if any? Indicate whether high -, middle -, or low- income housing. Not applicable (NA) b. Approximately how many units, if any, would be eliminated? Indicate whether high -, middle -, or low- income housing. NA c. Proposed measures to reduce or control housing impacts, if any: NA PBS Environmental Date: 02/20/01 - _. Page 12 • City of Tukwila SEPA Checklist Application USPS Seattle Processing & Distribution Center Project PRE00 -039 Applicant Responses Agency Comments: 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas? What is the principal exterior building materials(s) proposed? No new structures are proposed. New roofmg materials are proposed. b. What views in the immediate vicinity would be altered or obstructed? No views will be impacted by the proposal. c. Proposed measures to reduce or control aesthetic impacts, if any: No measures are proposed; no aesthetic impacts are anticipated. 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? No change m light or glare associated with the site is anticipated with the exception of moving the lights m the truck maneuvering area of the south loading dock. The lights will be moved south to the fence line to improve truck access to the loading docks in that area. These lights will be shielded to direct the light downward. A lighting plan is included in this proposal. All lighting will occur during nighttime hours (late evening to early moming b. Will the finished project be a safety hazard or interfere with views? The fmished project will not be a safety hazard, nor will it interfere with existing views. c. What existing off -site sources of light or glare may affect your proposal? No existing off -site sources of light or glare are anticipated to affect the proposal. d. Proposed measures to reduce or control light and glare impacts, if any: No measures are proposed. 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? Cecil Moses Memorial Park (day -use only) is located adjacent to the south of the subject site. A King County Regional Trail (Part of the Green River Trails) is located on the west side of 27th Avenue South. b. Would the proposed project displace any existing recreational uses? If so, describe. No displacement of existing recreational uses is anticipated. PBS Environmental Date: 02/20/01 Page-13 - City of Tukwila SEPA Checklist Application USPS Seattle Processing & Distribution Center Project PRE00 -039 Applicant Responses Agency Comments: c. Proposed measures to reduce or control impacts on recreation, including recreational opportunities to be provided by the project or applicant, if any: No measures are proposed. 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, general describe. No places or objects identified as being listed or proposed for national, state or local preservation registers are known to be present on or adjacent to the site, and no national, state or local preservation register locations known to be on or next to the site. A letter from the Washington State Office of Archaeology and Historical Preservation is included with this checklist. b. Generally describe any landmarks or evidence of historic archaeological, scientific or cultural importance known to be on or next to the site. No landmarks or other evidence of historic archaeological, scientific or cultural importance are known to be on or next to the site. c. Proposed measures to reduce or control impacts, if any: _No-mea ui'cs ail l ropJ CLL° 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. The site is accessible via W. Marginal Way, South 102nd Street and 27th Avenue South and State Highway 99. Please refer to the attached Figures 1, 2, 3, and 4. Please refer to the attached Biological Assessment Report and the Environmental Assessment Report. b. Is site currently served by public transit? If not, what is the approximate distance to the nearest transit stop? The site is not served by public transit. The nearest transit stop is approximately one -half mile away on East Marginal Way South. c. How many parking spaces would the completed project have? How many would the project eliminate? The completed project will have approximately 960 parking spaces. There are 80 additional employee parking spaces included in the proposal. 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). This proposal does not include any new roads or improvements to existing roads. Page 14- PBS Environmental Date: 02/20/01 • City of Tukwila SEPA Checklist Application USPS Seattle Processing & Distribution Center Project PRE00 -039 Applicant Responses e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. The project will not use air or rail transportation. The project site is located adjacent to the Duwamish River. It is anticipated that the installation of a new outfall check valve will be accomplished from a boat in the river. This will be the decision of the contractor. f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak would occur. No net change in vehicular traffic will occur. Proposed measures to reduce or control transportation impacts, if any: g. The proposal includes modifications to access roads and parking to improve traffic flow into and out of the site. This proposal includes curb cuts to improve the turning radius of all access entrances for trucks and a realignment of the south access drive to add 80 employee parking spaces and improve truck access, the addition of the north parking lot to improve access to the north loading dock and provide truck parking. 15. Public Services a: Would the project result in an increased need for public services (for example: fire protection, puiicc piotectioii; iieaitii cai'e,`sCLUUis, other)? If so; geneiaiiy describe. No increase in public services are anticipated associated with this proposal. b. Proposed measures to reduce or control direct impacts on public services, if any: No measures are proposed. 16. Utilities a. Circle utilities currently available at the site: electricity, natural gas, water, refuse services telephone, sanitary sewer, septic system, 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. This proposal includes modifications to the existing sewer, fire line and stormwater systems. No new utilities are proposed. Agency Comments: PBS Environmental Date: 02/20/01 Page 15 • City of Tukwila SEPA Checklist Application USPS Seattle Processing & Distribution Center Project PRE00 -039 Applicant Responses Agency Comments: SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. Date Submitted: g3 id( Figures: Figure 1: Site Location Map/Topographic Map (USGS 7.5- minute Topographic Map) Figure 2: Site Vicinity Map (Site and Adjacent Streets) Figures 3a and 3b: Site Plans - Existing Conditions and Proposed Changes Figure 4: FEMA Flood Insurance Map Attachments: • Iopcise; .t_Ainsuuciaun Sc11edu Geotechnical Report Copies of letters (2): Washington Office of Archaeology and Historical Preservation U.S. Fish and Wildlife Regional Offices, Lacey Washington Environmental Assessment Biological Assessment PBS Environmental Date: 02/20/01 Page 16 NOV -27 -00 11:13 From:SEATTLE FACILITIES FIELD OFFICE STATE OF W ASH I .1GTON COUNTY OF KING • 2539259705 T -570 P.04/04 Job -175 CITY OF TUKWILA Department of Community Development 6300 Southcenter Boulevard, Tukwila, WA 98188 Telephone: (206) 431 -3670 FAX (106) 431 -3665 E -mail: lllkp l an @c i. to kw i t a. w 4. q AFFIDAVIT OF OWNERSHIP AND HOLD HARMLESS PERM)LSSION TO ENTER PROPERTY Sid The undersigned being duly swom and upon oath states as follows: 1. I am the ccurrralIt towneerof the p which is the sub'ect of this application. l e p,�e � pkcl �p l L <3 5 �,C f?r'S> 2. A17 °aaratemc'.�s 1 c�m�ia�ingiMin ns nave bam by me army ag-�ti'and arse tntie and correea to the teat of my knowledge. 3, The applicatiol is being submitted with my knowledge and consent. 4, . Owner gnuus :ho City. its ern/31. acs, gents, engineers o located at- 1()70D • :V nue for the purpose t if application review, for the limited time necessary to complete that rs or other repr'esentativ tho right to enter upon Owner's real property. 5. Owner agars io hold the City harmless for any loss or damage to persons or property occurring on the private property during tho City's entry upon the property, unless the loss or damage is the result of tho sole negligence of the City. 6.., .The City,_ shalt, i it its diser:tion.,.cancel the application without refund of fees, ;me applicant dog net respond to specific mimosa fa ;term.; on the "Comps itc: App! itattion Checklist" within ninety (90) days. 7. Non- responsivuncss to a City information request for ninety (90) or more days, shall be cause to cancel the application(s) without refund offcs 1 EXECUTED at (city), C-CD (state). on O \J a�) 06 0 (Print Name) Ed. L Bavouset Contracting Officer (Address) $ O S 5 ti. T L V TS f j Lt OD a�S31 (Phone Number) 303. .L2.0 — toS (?�{ (Signature) On this day personallr appoareq before me C01 to me known to be the individual who executed the foregoing instrument .Ind acknowledged that beige signed tho same as his/her voluntary act and deed for the uses and purposes mentioned therein. SUBSCRIBED AND iWORN T013 ME ON THIS 7 DAY O 11/41111.. AR' ' BL 'n and for the State afNr l• residing at !?OOO My Commission expires on • • KC Quarterly Parcel Report-Jan 2001 000340 0 0013 0 000340001304 P PORT OF SEATTLE N NW 4 -23 -4 G GROW # 44 & 48 : 1 10100 W W M MARGINAL P PL S S 000340 0 0048 0 000340004803 T THE BOEING COMPANY N NE 4 -23-4 G GROW # 44 & 48 1 10101 E E M MARGINAL W WY S S 042304 9 9187 0 042304918701 P PORT OF SEATTLE N NW 4 -23 -4' 1 10108 W W M MARGINAL P PL S S 042304 9 9016 0 042304901608 T THE BOEING COMPANY N NE 4 -23 -4 1 10151 E E M MARGINAL W WY S S 042304 9 9073 0 042304907308 F FREEMONT ASSOCIATES S SE 4- 23-4. ` 1 10180 W W M MARGINAL P PL S S 042304 9 9184 0 042304918404 B BUTY L P /MARTIN BURTON N NE 4- 23 -4' 1 10200 E E M MARGINAL W WY S S 042304 9 9183 0 042304918305 T THE BOEING COMPANY N NE 4 -23 -4 • 1 10201 E E M MARGINAL W WY S S 032304 9 9131 0 032304913109 M MCCONKEY DEVELOPMENT CO S SW 3 -23 -4. 1 10221 E E M MARGINAL W WY S S 042304 9 9015 0 042304901509 H HAAPLA & HAAPLA N NE 4 -23 -4 1 10230 E E M MARGINAL W WY S S 042304 9 9002 0 042304900204 R ROACH JOHN S N NE 4-23-4 1 10231 E E M MARGINAL W WY S S 042304 9 9051 0 042304905104 S SCHUEHLE EVELYN J N NE 4 -23-4 1 10315 E E M MARGINAL W WY S S 042304 9 9117 0 042304911706 M MASSA ROBERT N NE 4 -23-4 1 10325 E E M MARGINAL W WY S S 042304 9 9186 0 042304918602 S SABEY CORPORATION S SE 4 -23 -4 1 10600 W W M MARGINAL W WY S S 042304 9 9186 0 042304918685 M MAJOR FACILITIES OFFICE S SE 4 -23 -4- 1 10600 W W M MARGINAL W WY S S Page 100 of 114 SEPA ENVIRONMENTAL CHECKLIST FIGURES 1 -a WASHINGTON 1/8 1/4 MILE MILE PROJECT AREA. SOURCE: USGS SEATTLE SOUTH QUADRANGLE, WA. PREPARED FOR: UNITEDSTATED POSTAL SERVICE 40158.000 SEPT 2000 SITE LOCATION/TOPOGRAPHIC MAP 10700 27TH AVENUE SEATTLE, WA 2th st \,/ S 11 6th Wa`'y,, ,.fix a st ti S11 1ggg Mapquest.ccm, Inc.; 1gg9 Navigation "Techn .'. T TO SCALE PROJECT AREA PREPARED FOR: UNITED STATED POSTAL SERVICE 40158.000 SEPT 2000 SITE VICINITY PLAN/ CITY MAP 10700 27TH AVENUE SEATTLE, WA 220 S FNDLAY SEMI, WASI4N070N 08108 (206) 233-0630 (206) 7762 -4780 FIGURE 2 ■ • LEGEND TO SCALE USPS BUILDINGS PREPARED FOR: UNITED STATED POSTAL SERVICE 40158.000 SEPT 2000 SITE PLAN - EXISTING 10700 27TH AVENUE SEATTLE, WA 220 0. FINDLAY SEATTLE, WASHINGTON 98108 (206) '233 -9639 FAX (206) 762 -4780 FIGURE 3a INTERSECTION MODIFICATIONS s 40158.000 SEPT 2000 SITE PLAN - PROPOSED 10700 27TH AVENUE SEATTLE, WA LEGEND ••• ❖•. •!• • LISPS BUILDINGS PREPARED FOR: UNITED STATED POSTAL SERVICE 220 S. FINDLAY SEATTLE. WASHINGTON 98108 (206) 233 -8638 FAX (208) 762 -4780 FIGURE 3b CITY OF _SEATTLE. 530089 ZONE X CITY OF TUK' 'ILA 530091 RM128,. MIOTA'?Y ROAD SOulI• RM1,42 Q2° :'45" TO SCALE 40158.000 SEPT 2000 FEMA FLOOD INSURANCE MAP 10700 27TH AVENUE SEATTLE, WA PREPARED FOR: UNITED STATED POSTAL SERVICE 220 S. FINDLAY SEATTLE. WASHINGTON 98108 (206) 233 -9639 FAX (206) 762 -4760 FIGURE 4 SEATTLE P &DC MAJOR BUILDING REPAIR AND ALTERATION PROJECT SITE CIVIL .& TRAFFIC ENGINEERING SEATTLE, WASHINGTON FACILITIES SERVICE OFFICE 10700 27th Ave South Seattle, WA 98168 -1899 Richard Sands, (253) - 874 -7289 MC SQUARED =raw 11ON'Q%1LMINOS 1235 EAST MI AVE. SUITE 101 OLYMPIA, WA 98506 (360) 754-9339 RICHMOND /ARCHOS PROJECT NUMBER: Y88424 DATE: September 22, 2000 ZONING AND BUILDING CODE DATA AT' CILI IMMOMN IN .011 .11 MTH Tit eatw. 1.1 ten UOa UNITED STATES POSTLiLSERVICE '"iLORN[RS10Nf ; dl(NIII(IUldl UOUP,P.S. 90 Mel X90 MI IMO eV 84. 6.11.681 201.421.7117 KDD& Associates, P.L.L.O. ENGINEERING 1004 Th,.d Avenue. Suite 500 Seattle. Woahington 98101 1160 NEW MARKET ST SW I o. AVE 206 829.0100 Fa: 206.621.7717 0lI w ToN(Eoex eeii kddOkddaasod.com (0) ) ii FAS 152-1275. FAS 538-7830 E-MAIL, RIchrwendSystemsearn MAW trvFwT4 TECHNOLOGY • RESEARCH PBS 11 51-IEET INDEX SITE RAN VICINITY rIAP 1E4 UTILITY SET,L5 STOP■11.47Ev DETAILS .04 MAY Kr• , ; • ' " t.1 • .1.41 PM. •74 /. _ . GOOSTIRC7 5 [CND-STREET 10. re, "WM 171.r.r 101. 01,1•Arr Of.S1rOKIAM-4, 17t mamas 4.1.. 77N Srairu 'J,LLiiLiUiJJiiUJ.. :17:t ::r2pri4 BUILDIN4 EXISTING RUll DING LtTTJITULI1 -fl__ CCMAPULIMplar tOrr 114 LAW UNST4Sr SURMA, Aln rat LW LI....415 ..<40 Vet 11.1 81421 Mt REM., YU Or Str.r1 pARrIA 5ECUIZITT !ENO. ...23. tlii. , e-17,•,:, ..,.........,-. --,77,77.... „, ,..-.. 14 ,',7....:, l' •=1,3-t: fi,.1,-;f---", '77_7..7,—. - .7,.,1,.7'1 1 l ''''Dui,l;'14.."7.1-isi4•••- IivE.R.. s ..e,.....__,,,,.---. .,,,,...,;;.-x-___.:47.: _I V . 1 ly SITE P1- A N cry r• O•-0• PE I I 1 I I 1 I .k ---- - •-r.:2'.-5 -- , _-- ' • • . , _,"_..-1.\.--- \,::. ,......-- ... - --- ---Er1PLOTEE _-- _PARKING ---- EXISTING SOUTH TRUCK PARKING 112 • , SOUTH 130.21 . • • \ i • 1 I I I ; I \q-'c \ • '-'"" • \ \ \ \ ■ \ • ' \ . ,. , -7„;.--7r.) • 1-17; — ,. '1/ ,. , - .. ,__•_,___)Q...:..,:,,,,:..„_:„_„, BrIEU PARKING • • • . • - • - • eXISTING 9Th DOCKS G—A-TE' ;> •". 4:) t WI CM eLeellt.4 0•■••043 FoR 0MUTIO• •00•VEM 0.71. I e•T0a, 010.a•LO ••••‘•• +Cot ••■17 •01,5 4.5 •70..ti• OloGomy ■/. clae• maMO (>•■••14.•LT 1.0.10 M.. • • I./CP g,,C.O.K.T. CVO M. etlAt•tl. optrart Pot 0r. ot moat, sttan.c. crtta r1•0.10, eint • .1 vereOf [CM Soar. Tp..ottc 0.1.34 PTI1 MIA 4...• 4,,,1•0 MM.' Silts. RR <>!:..r.1•=1„,•'!," Ottacutz sea., orro.s I Ito* 0 PA•er 0.09.4 1M C.A., yr{ e• ,roo••• •-• ••••••“." On-rum. S. Vet >afr, t• Kr• TO. 0. MIX • 2C ■•••71‘ .6n Snot /ID Log PAM". LOT SI.Dang ••/.....11 TR Of, .1, ..STV. SIGN Tt • T. •va, ME MOM 'Vol,. Cm., ST,. TO re, ••■••.• FoLv..1011.1,-, •■•• ton • ACIP4fg tuft, YenS.PR'C'.1g. (.A.R. OA. T., CM. MRS O., OR, ReAL •23,/f [OEM Putt-pa: POL1-.0 •0% Mut /Ma CoS7•4 RLIMED. C),Ltx.,=...11toce tom catrxtatto Pane tow COS n •A010 f•T•OS, 1Tf 1.41. IV el MS. w7O ••■..o4 SMOG PM teM e•r•Cer•• •••• Leo •CC1 4., .0 Co WI, T.• •Of •F• Cfn <>••••••,•(:. 4.1. LeTuL ?Kr ...... • ‹,s‘ PARTIAL 5ITE PLAN &PIPS, NZ MI. tt..TD[Y. /OR (17.111,1 ZIM"L 'CTIltge■r",==.07:=RIZ.R71'7" FOR 815.11 410 OTV. 0, ...I, per•i“. • m vir• Mr ttl1.• srozerto CCU, <.> TIRCKPRO [C4• • 0....411•7 I, COAL VC4.0. Cf.) TRAM. UM... DET•11. 4.,16 C!)1•0 $114.114 In■ ver‘ PVC <> .0MM SOM., MR [TARA 2, • • 7/0.• CNOL'"X0r.T.VAZ:Z.1%7C744;7=11P•27. O. 0...NIAR seem, fJ43 PA GO I.14 ,....:111.1.Z1Z1:11trIALT11(M.0.1.[O.cres$ STRIA. OLTAt ..Orr at Ow V.ell •FIORMTS 7,101. W....AU set <me weer o Mt • 20. LPL TRYTIC 0•0•E TR, •17 VCR tair. r•R[06.11.07 STMARO> Omni DAVI PM 041,11. rot., PC, Orryl.. y.1 TO .1,141, V•I manor 1.1•VOSTO., P. MN 5.0 • 11.914 1. OVA WM. CI•l• f• • 1,71../ Pm. eVLLAPP MAIL 09.0.,r, STIM11(. we. me rm. ',cm. CM•rrt NY, TO RR ell...07.4 PAM. crg.el PAW, MO KaD.PER REIM", Onrf 7:Jc.'„,:=,:r,^7.: --- • €.corexe sow. tea. >I PAM/ ,T7 Col I•AVEntmT. CAT( OKRATOR • firlIARDS ?ip ems, Lev, rot e rre (Sr.e'verr pow Ix. p P. per. ve.o. <SINCIA'STAIR TO Cr rjrfOR 1•147.41411. (S, Mi.,,fr 5.4•1 to NMI, ITV W: 0.1■1 Pen Per. strr e NORTH BUILDING - - // / • - • r , '• . -- '1-- . \ _, ---- 1 ::.— -:.s , (,.......1)---•-• n -_---.--r,--,-) _._,. - . ‘ \-..7, .- s \ 2-2--;__ 0_ ..:-,____:.y• \,-., ..:,--.1'-',-,_____\ n ---,1-----.• ' 'Et1PLOYEE PARKING.— \ a a, .......„..— \ .--,--.• ■ ^-- — 1 0 PARTIAL SITE PLAN SCALE, 1, 20.-0» &NIEL VIM ION. 0 • .. ...... '. .'--:-:-.---; • ' ' : - x,„t•--.-' -°---------- .- •- - ----Iii.T---;---'''''• • ---- , ---... , . . .. — ...:„.- t ' I> 1 —../.. -.V. . _ r._ _ _ • - - .-1,.. •„,,,,,,, -.).-,, ,. , / . i ••• , \ -/ / , / • ,,-: ., -,--1-- • -------- / ,.. • • .,°~t" ' ,, „. 1 '1 / //• '. ,,,c. 7 ,, -- , ,, ..• .„. ,,/ ii / •, , / ,/ / % /,:'• ,,' 7 ' - ./' // ///:•,,.. ,,,• , •( // / / • / ,•/ • ,, •1, I: /,' , v:F.,`,•; . • . ,..04/' '4 ° 1 / '' ' / / / / / 7. 1 / /I ;;;, -- ,.., ..-- :.r.-7: ...1:;;•,-' / / / ,•/, /...1/' - r--- 1 2 0 ° • GATE 771 7 ••;^.. // / / • / • L(O.I.E.a• .p.g.gt..t, NI". I Pt1 WV. VT S1C1.1•,•• ..,11 Putty.. .1,1 • 1 •1 arm., •."0 (,••••■••4, (.4"..lf • ',Ow ...r7 °Ace. •ID r WO •••e 7.1.(•( '3).1,01 •V•11 •••• lr•Ja 7'••■ EIST111,3 NORTI-1 c-;;:r.5 I . ; I ; I ; I f,•/••07.11.14,.. VIC.1,1.4(7 0 IS <;› • x' 0,•• r””:. - "" ' ".° •■•tswev re., • •e• tem, 'A.,. .,;;;; ••c•••r: • rey, •ARVI PPM • •■• • ••".710. LOT .."11 MS( MI tr011. ow. e ...ova.... re, ■••,•• r-•• • rl• 01..‘ •■•0 .00(00 •• • 12. •• 14(.• <,,,07,t WOW' ••• re,ms • 'Ia... grIA7; 1.1.•::■'"•11;•F:•747.".71. <?). '17•1•”. 171;1= VA r■N:•77%;.Tre147.7%rOt Tr= 0,0C. e <17K7PCIIM•cce5s s••••••..n. s •.• ,10‘.177p .f.lorry G••■7103 0,0.10 0., 0, • ..7;•(•(0"11..0“.f. Wt. fae(7,7,1 DV. ,0.7. • p.7.,70•.• ;ammo,. err 004 p0,77., 7, 7 ",,gg •••7.g7g7, pge,g, • ‘,..0g.((....17 (pp; r7..,7 ,••■•• 40. ■••• V.I•••7 PALA,* 7•In 0.•• MI (V•••■ • sr.*. ••• 4".40 PARTIAL SITE PLAN =M. 111 I 11 11 1 II Z 1 1 1 . ------------ --------- EXISTIN,5 SOL/TH DOCKS ------ - ----- w 0 ------- ---- - ----------- - ------- ' I -- -- _ - „. • -- _ _ . - - _ — • --- - - - -------------------- - - -- • - - ------------ ---- ---- ----- --- Ct""SN Rive, • • NOTES. W.! Chlt. flECTITT DT*. OCITLIT. Art,...1. TWAT MITT ITT 1 Tr SROT RIT 7.0.751.7.5. WT. Tvf73 T TORRE, TN. TO TUT • VC, r 0 T. RITTT TTITT OUTPUT TT [TT ATM .R7 TEA TM tC> MOKPO ...on or sTmOYD 7.57 • . TT. <Z>L47.47'"" '"?71.I.:•.' 1.47.1717 %TT, TT • RAW,. OTT WI. "".'"-"-"" MAT, TRa. rm. ATIR <>MO ITIrnT• MT.. TR KT 7. • .7.1.77“.71.1 T • I. 0, 40, 4.0.0,[111 It• OTT. , • 7,0 • RR CTI171,7,4743. 71,.= ''''''OPT■TrITVORLIr0:a 1.7.0-7 EMT. T RLTTCP ;7!rIfI4.77•77.1t.t.;tra:gTZ=R7(.7'7' MART, 0:7771.1=TtInt::"" Of PUTT SITPT TIR OTT RT. 707 •T• TT, 7.5 <.(571a.I M.*, WM. <>0.i.11. OW TrCInn. 717.77LIC TOT. CUTTS TSAR re mt.. , x.,4 no, c ttn VA, ISTIV 04, • IT ITT VT • 'S''013.enr.tr"Of-r4-71:7•7'40.7VRIITI. €1,11.171...t• TA TO 7.7. TWIT <5. !MT., STI 77.777 TT, AT T. OTT II Al • TNT 7•1771.3.7T DeTT &TT TT. 71■51111T, 14.775 ET • RID, 05.. 21,14t VT.. I. tr MN TNT. >TT, TNT., OTT TO RR RV. /TR 7.5.1.7 7.7T } PARTIAL SITE PLAN • MIT TROTT 9 <0 a r:Ira+:%.rr71T.0 RI. Soll *3 E Wt. ...L <Wdr.. ....— 4 iftY WA, WILL 0. WO reel n .. . OWN [M en. Aw.ln- via... raosu r,Mfu WADI ..d .410 al 411 w cAS,ori/ VT 00 VWD uac .[ — Me I 14L0 ALL (001150045 MC w PRP. em ME, ,Srr ~rgrrrre u d ud d ur[.wrvw O DETAIL - FENCE 4 TOP GUARD O SLIDING CANTILEVER GATE SCALE: vls•. ecAL E. Va.• rc • A:AT v —yJ uau T.SHINGINS VEHI, -E GATE ..... rro aem• cu �a r a x [ TAI O ACCESS CONTROLLED MAN GATE O PETAIL- TRAFFIC SIGN 4 SCALE: 3Ib'• I' -O' S ULE: S 0' 9� O TRAFFIC ARROW SCALE. NTS O STRIPING DETAIL SCALE: 1/9.. I' -(2• b) AINTEp PARKING STRIPING SCALE '!TS [re;. WW0 ua nRKMIRD nt iR' WO. Klls . /.W4R.ry rd 0 TRAFFIC. 516N5 SCALE'. NTS !1 _ • In fIX OR R5 ROWZO VW 11.14.71007,1 OR NW CL.00. ENLARGED VEHICLE ENTRY PLAN O INFO SIGN SCALE■ I /.• • Ib• ,CAL[ N ; IT PLAN et,' -O. 00MRD•rf •01 Plant List ■■•• •••••• • • X0.4 ... • r • ..flue *ma • s• 24. XL ha • ••• 1r M. • .8.• Ir AA • •.• 1r F.. ra • Ow. 4. 241. • 1.• PI* FL • •• ft* .4 • r PA • . 0.4 • ir . • . PARTIAL PLANTING PLAN 0 Plant Lint NN•11 Wen. Vas avismnta •••••11 11••• NY. .o. sr.* • ••••••unt „„, A.M.* Ospeal {Norm N•LeNn TENN 0 NNW 22••• 4. 'NE ••••••••n o NON.* I2•Nt 3•2. NNW ■••• Or••••••••• • Passmadal• Notes INN• • Pm, Oft....1 • 11,2 n.• • Nky. ••• N.* l� N • NW, ••■ .24" IC 124 • •••••. ••••• IN. • VI" e•• ••• • IN %NI • 4. plea • NI IlaNd Pia • 2.1. am, 711. 1,41 •.2714.1.2aN,s. s,•• PO • 421 INto• 7•••2 • 2.1.- 2,2 •• FINN N. nos. NoN•••• *Ng Nn • fr. 2 /A N sa NN NoNnato i o • IrnI Oa e an N •NON W r / wNith • . •• N 3 •N •••• — WINN NNI ••••• at •••• ••• v3 —•• "„.-7 4 / ' 3 — 0 1 z ! / ^4N PARTIAL MATE 12.• 1••••••37N 11211N/11212 1..NXIC••• •••:3•2.1. rorn•••• — comnrin PLANTING PLAN SCALE, 1.• 20' ;F,;: r:NtotigVitit Fall(162,41r;TAvm rctvgg, Plant Lit ...... .0n. 0.••••• w... to ..... 0 Cwww• .1.1. IC 0. . • V. FA 1.1. 10.1. C... w•••• Y... 0 I.. 1.1.4 4.4 NT.. sr M. NI • b. ..... ..... C.... ••• n. . • , 0 . . .3•• M . • . We • .... Po. V. 1.11. (#) ,,,,,., „„,,,,,„.„,„., le ht. . • OL....... .. ..... r ea . Cm. ... • V K. ......... .... ...• 0 11.• ...... 2, It 1,11 • 10..... U. ......., .... tlew•••■ Note, ...Ole I. •••••• *ow ww. • ...F. 1.0. ••••• woe .1. tewle .6. • I. eis. • kw. 1. of .... ex ....we mar so tn. ess Own. Iken• 1•••• 'Mb RI • ••• .11.•■ ••■ • Se.. 20. • VW Pa.. • f•• I. • IN.11 • 4... AO • OW 11.0.1 PARTIAL PLANTINe PLAN SCALE. 1, 20,-0' 1•01100. •025,1119 vicor...0.007 n I tat rea. VV. F ,, • •-- \Tr rp. ( ) 1-/ • , •LTT-5.1:1 • ■ / y , 1_1.i.1_1-111 I 11 a r I ;-• 1,1.11 it I 1.• 1..1111? P 71' • I / , \ cr,A" \ _',\••••„•°, 1 • ' e / • ' ' ° \ • 1 • -‘` •\•••Is• • • • - - '•'• • -;?-1C • \ \\ "A ' \ \ . \ ' ,• !‘ / r „, ,;,‘ ;-',•,-f,r,, sv"A-A,- -.:\-- --,,-, l f ,A. 1.,\■. \-‘ -.\ A\ ' .., N • \N , IV c,..,--\ ---,•;,. ,-_-,,,,.°2-? ,,c,-- 1--- ------1 :•,_ • ., '01,'". ■ WI v. -,,--', -,. -=::::■---:- --,A ._ 1 -1 \ .% -',11. ,.-.- 7- I , %,',.', „I t--,- -,-, .‘--• ..I-I . y . • „4;. ' . y , \ .-ty., ,.---".-\ -._ -, --- , 0 ,., ..,-----‘', - '- 1 ii.C..S... 1 t.S ` \,,,-?-, .i- • ...-.-:\,.: .: 0 s C, KEYNOTES .14 PEMO PLAN - SIT SOUTH • • . ••"\ ‘ ,-.t,- ,-,,,‘,.- VI -,I \.,,!.., .-..., - • '1.--; - .-v\-- -- --.,, --- 1 i\ ` , ,:.. 1,"- . ,,--,.'.‘‘. ''. t,-- --_,•i.I. 1 •-__L , _ •.- ',',/, .F,;.' \\‘:-.,. •,, ■ ■2, „ 11 " k 1 ! i .,..-'.-. ,,,,, ,t ,,„ . ... .„,,,, ,. A,..,,..,,.,,,..,_,......, .,,, ;_,,__,,,„, , ...„,_ „.... ,.„ TT-1-1-1-17--7-T--4-7-',--T'-",r, ""'-- -- ,..‹.....„:„:--,..r".-,-----•::-.,...„'s, L \_ \ - -_____, 1 1,', ' -11: ni ; j I 1 ■ w : ,. _,,1"1::- 11 1 I 1 ' 1- 1 21: II 1 1 I I-1 i 1 L i ■ [-did; I i I ,-I, I,P" I t-, . i , ,-.--:", -- , ,-, , ,■., \ ,,,,. ,,.,,„:, . . , , , . , . ,. _214,",i --; ., , , , , , , A, ,,,. I ‘ _ -- - — --- .,------ f • CD I \ . • • y„, \ (f) I s, I CI! ctS EL- I 1 A!t Lth demo plan - site north ,",...,,.1•:;', ...1c4-,''•;..i---.- - \,';-;.'fj, '-::-Af; —Vir7Tt-11-1 I-1 711. 'i , , ri.,,.__,,-,. ti /4--, ---40-- /'.. ' y is '-."--,...1:'--.:. r1,77....Uli"1:1:1: R 1 vi,-,./ • . 1 , J.0 A,.... \ , ,. • , ,-., ,:.,-, ‘,/,..;',,.3.,•,- i -I - •,, .••'•-.:•\ - :‘, \ -; • ' -:.:-\ ? • '';:-1.-, : :".-v- 1- 71 1-1-' ,-• •-..--,.- --.--. !• :IL ,,, ; , ,.„ ,,, i \cy /ryir / -'. ' ,--/,''' ', „Cr.) .',-- •\,11,7 0 ',.. ;, •!;- , . i . _ I ,..7 //://,' • / •••• • 0 illl • ;.:, -.v.,-: \.1.• , ■••• - -'52•:„-:'. - if:;: • .."'-:-.:!...'; ., 7 1:-: -.": //' /,'!" . ' 7',"- .:-.• / /' / 't." ' / ... • \-.A. ‘• • / // / / ,' ":".1,-•%. -V,- . ■ ,.....- ..; t, , ! • !/••:•."IV:, --' --C::.`• 0 -(`,,,_.* ,7...7.. til / ‘s i , /...-./ \ t\ \ \ -:-__-:;-3,1T.CD ,\,■.,., '- // i' :•:.. ' ' /......3. \ '. . , ... 1' . / •• • / '1/ / 'e 4 7 a [, '. . 7 / .; ./ . C•. :-:.1-t-::.....- c.\- -\-V .i1,\.. ."‘ --'-,, '' -\,..'"-a% \' . ., VV\• ‘ .-V1 • /7 1,.. , ••—,./.A.1,) i f ;kV VI / ://'/, -"V\/.. ----\! ;:--.1... 1 _ •-'"--C.t. - . ./ ..' / f -,-AA-., •-.v_.,\--_: • i!, , .,.:•'-+,•ycr;- ,;',...AA,‘ : . ,•• ,, 7:Try:, • .. i .. ,•• ./ ,. .,, / •• : • 1.,../.: A.\-' k- i -7. .....---.. ,...- ,:.,•. / I' .. ,:.,- ,•-: . .. • .,,,:.'.'7,4"-iY.- ". ;' ' • i „'•'/-t., .- • //,/ \ \-\ '' le ..\•••• \ • „.- (i2J., ..,,_'•••, ,,,,, , . \ \•;\;...,...,. ' \ ‘• \• -•,‘. , ••. 4 i.n.TTFF i ....,, ,•.„. , , , .., , , \ , _ .11 - •cd:. z7'e) \...A--\--,----4--:--: __ ------. ' _____-• -, '', \\\-\ \•,,,..-,4:-. i41 I ilr,'":, C;... , •. A.! •-•`• \ \ I ! - •,••• \ 7 if ---r ThTr L —a [7.147. ' ). . 4-11-1-1 E:::1 I II 1 „HI I IIFII, 1111 if '1 '11- 11 ii".[ ill1W-iiiiill ••••, ,.,:.,..r..,---, 1_,-, ,--1 •,.,._ r-- 2.4. ... .. ...... —,—L. ' '11-1 i,-1,11d1111--..1 ill .1, i. ,.1— II 1. 1 1.ji 1 1 i ___,...i. -_,..,_,......., ., .. , ._ ., c) --•• .... .6 ...., KEYNOTES •IILMID2 KU WIC MO .612.1. r. ',ram ,..ac belga NM Snk FIST 21•0•1 (MOO. LOG 21.2A 2 MOT( 22E2 .1.2.0 7.22•1 NEW WORK PLAN - 5ITE SOUTH • • \• ,\ C) • - . 1 1 • 0, 1 11 El .41g 1 ti 61' Ili .1 11; ?1&. - 5 new work plan site north ' • GENERAL. NOTES 1 SHEET INDEX PPE SCHEDULE C(.1 EXISTING CONDITIONS lit Am I N Mona TO THE CONTRACT SKCPCAT NS, ALL WOK we MATRWS ,e ME CTNTRAnwt MALL Mmes,. INSTALL AND KOLTE ALL AV1L BE N •LCLCOnmALCE WM TIE FOLLOWING SPECIFICATIONS: NECESSARY mI.mMOrt TO run EX0VAII016 FREE MOP WATER PACO 2* 33. MP CASK, down - ALL MIS. C(.2 EXISTING CONDITIONS Mac CONSTRUCTION. AND 9011 DOWER AND ORME 41 ME BEDDIMA CLASS B TOO II �OR x DEMOUTION PLAN A 0117 01 RIM. RANDOM SPECW1GT0a. C1.3 WATER SO M KB ID WISE OARS ro PUBUC OR PRATT PROPERTY CPR KRA TREAME j L ALL WES OF CAIVALRED PEER IT•o 013/011/01 _ ['` Yl�(�f u0 B FORAY SCA77 EWASONCILM (S°) }3''9'0 FAX (1101•) nx -47m B. WSOOMAPWA STANDARDS AMIO SFEWONpa RR ROM. TOM OR NU6NEi TO ME Meat. HE ROLL AT ALL MILS NAVE C1.5 DEMOLITION PLAN AND MUMMAL. CONSTRUCTION MIRROR EDITOR. AVMABLE SOFFRIMT PUMPING EGA.P00Ort w COCO WORN COMMON Bmo02 CLMS a TYPE i C1.5 WATER PLAN C. V. AC EWER OVAL/ STANDARD SPECIFIC-MOMS. FOR ALL MEPWLCRS, MUM POET MAW. AND 91.11 ANTE R DOCILE POI NAM SPPLY. CUSS 50 OR 52) C1.6 WATER PLAN AVAILABLE M ALL MA 00MPEDrt WORKMEN FAN ra OPERATION 11 -12 ROOM wrtR4L PPE ONO MRCS SHALL BE MUREA1URED C1.7 SITE LAYOUT PLAN CP 1 "CPT OF THE APPIOIED PUNS PUTT eE 01 ME dye 511E 000Nf/ER a THE PUMPING MARCO. FROM 1091 001TM POL1,mLONE RESIN WHICH MALL MELT OR CAMEO C1.9 SITE LAYOUT PLAN I CONSTRUCTOR a M PROGRESS. 19 NEW 00HIECTONS ID MOO PANICLES OR SEWER USES MALL BE THE REOUO�FM3 Of XRE II I. CATEDORY 4 OR S. MADE P33 OR PM. SEALED DIY oc 1PSITIO w STRUC ON a FONS40. 1ESRm. CLASS C PER ARM 01243 N MDITON, RE PPE SNAIL COMPLY WmN ALL C(.9 STORMWATER. GRADING AND EROSION CONTROL PLAN MATERIAL AHD STDTHESY•REpUREMIXR Or Aas11ro Mn4. C1.11 STORMWATER, GRADING AND EROSION CONTROL PLAN 3 ALL DISTURBED rows 9MLL BE SEEDED AND MULCHED DR POORLY CEi♦EO, AND =M ED. ALL CONSTRUCTION l l0 14 DEDRa AND WATER ' MATZO TO ME G1aFMEON Cr ,ME CONMACTNy OFFICER. MALL 9E MOVED PRIOR ro OPENING ra SEAL C1.11 FIRE HYDRANT DETAILS FOR ME PREMARK, OF ON -ME 0109011 005 I THE COMPLETION Of CORSTRUCION. FOR SKS WHERE CRASS MR 20 A 5-MOT MOW KIRCLOMAL 13EPUATON SNLLL BE warm= \ C1.12 FIRE HYDRANT DETAILS BEEN PANTED DOOM! *51014111010.100.• FINAL APPROVAL WLL No BE BETWEEN r LATER FN,WRES AND UNDERGROUND POWER AND `` .\ 01.13 WATER UBUTY DETAILS GIVEN UNTIL THE ePA4 was BEEN [SSBtaI[D. UNLESS FRAMES. P.M OTMROw6E APPROVED m THE I `. " C1.14 WATER UTIOTY DETAILS 7040 01 OTHERWISE APPROVED m ME CMNTVACnNC DmcER. EcN¢e 001151K C1.15 EROSION CONTROL DETAILS AND TREE SURVEY DATA A` C1.16 ROAD AND STORMWATER DETAILS ALL PPE MANTOl251. rw00N 00103. AMU APPURT0005 9411 LE I LAO 00 A PROPERLY PREPARED (00150) DIN w ACCORDANCE VIM 21 RIM 0(504*tONS/S240 idl CQfUCT l0 WHAT a MOWN •L ON THE OL3IGNN PUNS ANO WHAT o CALLED art TOWN DIE , RwDVRD I.a�. ( C1.17 ROAD ANO PARKING DETAILS �L"jgL SUB SE1Ra T- Ox.](,) Oi iNC MIMDIT RAZE Of WA401OtON -1 �G oR ROM AND BRIOGE na 9 L aECS DMa R,rnECw ra mNnOAG w MWL oeseRL ra T ' '( C1.16 STORMWATER DETAILS g5� SON MORE sPECSTCTas IEOUnEtEArs L•em DER ` `�� STRUCT WIuLNOE NEDESSMY LEVELNNC a ra nE7K5N wnOM oR ra TOP of C1.19 STORMWATER DETAILS ra FOUND: ON %OE Ma LS WELL AS POCOCK 0RIO m11PACmN � B RELET.ED rRMI ra E7IrnI¢R RATNO oTRRWaL FOR CON a< MOORED MONO LATERAL TO u11RORM GRADE m TAT THE A� it C1.21 STORMWATER DETAILS NOT FO ENTIRE LERDTII OF THE PPE WV- BE S10FOSED ON A UN13wMLY 22 ra BOUNDARY AND 000tNC LONNDM0 5 M SHOWN a Balm O1 ra f` ♦ • i I C1.21 STORMWATER DETAILS % 0.A70 11MIYIEIL'NG BASE. ALL PPE BMOC MILLI BE 1110 TOPOGRAPHIC SURVEY FOR ra Allen RATES POSTAL SONDE m �I ` ARTA • MSS B. TYPE L OR BETER PPE 9011 NOT BE INSTALLED ON E ER D LAND 9mE n D. DC. s.- / 11 IIq • SOD. FTTOIEN EOM. LOGE ByMLDED3 OR ao010 �.�•_ • �' v IRE BOR OF VErttGL WOW a THE U.S. ALMS OP aGNEERa _ ■ - •137, vPOC NO. a -55A•. ELEVATION - SOAR (1957). -._ .. 7 - �i - �. _ ! 5 ALL w 5100 DONNIDMRS ONO roomy DRUMS 511* 0 BE CONNECTED - __ _ 10 TS $TERM ORAPUCE STSIEM. TOMS OTRERII6E APPROVED m ra :. TTY SYMBAR AK STA0 ARA 51MBOls FAVT AS Nom - 01 04 CoNTRAOwG Orn.EIC IN IECpR UROFRCRDIRID WATER AND POW11 ARE FMM ACTAL - • - ID[II17NO CONDTTtON3 Y88424 SEATTLE P &DC MAJOR BUILDING R/A SEATTLE, WASHINGTON ■ FRO LOCATORS POI IRE TOPOG AM0C SURVEY m MEMO LAND �._�a. ` OGLE 901E BE RESPONSIBLE FOR PROV000 MEANIE SURVEYORS, INC. AND FROM SURVEY m ESN. HC, N Mr or 1.95. • /1 1 11 -i( RCYC.•FC _ r_ _a cw�w =.•�� • CONTRACTOR SAFEMANDS. SAFER' ODNC4 PROTECTIVE EOUPYEU 23 TREE SURVEY: TREES WoMI THE SNOREUNE SMOAK AREA MU • / . , C +,� ..!= 0.,75•. �.r,'+�F.�T'V -J $ ---.-- - r_ W ■ 1 r - AFO ANY OILER NEEDED ACTIONS TO PROTECT ME IIIF. MvLM AN0 1 „y.. _-- PRO . KAM. WERE EOWL ro OR GREATER nMN • WIRES DM (a.ME1U AT / / ,�i III / ���` � ' / IR15aSt1 �r W E ill U, I,�/ SAFETY OF ME MIX AND TO PROTECT PROPERTY IN CONNECTION BREART WERE MEASURED WMN AN 111-wCH HARM MvrtAR .�" ‘. AIL: 0011 011 01 1OXWM4 OF WORK ONERED m THE CONTRACT. ANY 113" /y/r•` -' '� I Q , . ^ ALLMMN GURU ER AND ,HER WARD 2001 FEET FROM THE 0100 01010( WITHIN ra TRAVELED TmTT- OF -m.Y TAT WAY INTERRUPT SENSITIVE AKA F%EN09 LANDWARD 201 MEr FRW 11E Mn e NORWL TRUMC MOD MALL REDURE AT LEAST ONE RAMER FOR ((M�OON0tVM(! IRMI M,FR) PARK Or M DIIIIAIImI RV01 AND • 1 �/y A /1 �( 1�! I is •� ¢.D 1 T B� - - - -_ i • 2 I / UCH LANE OF 1RIFTIO AFFECTED. ALL SECTOR OF 111E *SOOT 000111 A PREVIOUSLY C0161RUCTm OETf]T,OM PRO. iR® / STANDARD ¢EL.TICATMO 1-023 MOTO CONTROL SHALL MOM ABOVE THE TOP-OF -HOSE OF TIC DETENTION POND WEE / / � A' .I I INI , I1 7N MF7 u0 THEIR LOCATIONS POTENT AL TREES MLR 11E /,. •/ ' ROM POEMML Ooa1RUCIO11 WAO / •1 • r _ _ -I- �' • d - - R ` I -01- x/11 7 R SMALL BE 1 4 SOLE 011102 BRR0 OF TAR CONTRACTOR TO MP-OF -Cwt AND ME REMAINING AREA OF ME DETENTION POND WM ClNSCO® / ' 10 ANY mHS,RUCIIOH ACTIVITY w ME an a TUKWRA RKRn -w- ototvr FROM REMA,A,a ARTRDONC m CAROL Luce OF THE AA .. 1 /C, 10 *14 STREET USE ONO OTHER RELATED OR 111500 MOOS NODE AREAS WOE ALSO MEASURED AND HEAR LOCATOR SURVEYED. / l'Y A .. •/ hi' / % l Id: - - -I = _ I_. -_ - - N i V - /A/ / :. ,,U RMU.ASOBEraAESPdH5M RraCONTAG ON M OF TKRA DEPARTMENT ACOW RYR 21.20 ro OBTAIN ALL REQUIRED PERMITS PRIOR TO ANY CONSTRUCTION. MOPING OMSOMt (PROM WNVFRSATwN OCIOBOR 31. 2000). // 9 I • 0 NO OWL CIA OR OM SLOPE SHALL ESCID TWO (2) HORIZONTAL TO 20 A 401mINCAI REPORT HAS BEEN CoMMEIm m 100 • / A /. /A' AA am 7 .t': /� • \ (1) ',meat. o. WALL RADrt¢,AIIO11 m OOCI0*T DR m A AS3OOMTES ENGINEERING ONIS1wTAN,s DATED ONE 10. 4/if STRUCTURAL R,AROO WALL 2000 TOR THE NOM STARS POSTAL OEPNMMOR. 3 ' • ALL MA010LE MIXERS SIAM BE M ALY AOAME0 AND 01010 ro l // A ` • �'. J \ THE 9o10M OF TE STRUCTURE / N . ���A./ y /`J.. 10 OBTAINED M LOCAPONS OF /� , / / /. ' ' �.: '• ' 4 - AVM-ABLE RECD ' / - -I- e -i T �. ► =I= �. - - - _ jj -I ji ¢=a �� ... . i :r • • - - - , . .. . I -_ - _ SHALL Tort VEIOIGION Of LOCATORS 9000 NA O F M6LOVERT Of POSSIBLE / 1I P - - - AOIXI0IMI UIRIIES NOT SOWN. SO AS TO AVM DAMAGE OR . /1° / • 'W; �� ' • - -:. 11 .:.. D6TMBVOG THE CONTRACTOR MALL CONTAR OR UlllnES / 0 + .�' y `/ 1 1 UNDERGROUND LOCATION SERVICE (1- 000-424 -5555) PRO. 70 / /� . < .� + . COONSTRUlO0. THE OWNER OR 113 REPRESENTATIVE SHALL BE -` l Y , • T- - . PROMS TRW , ,� !UNMATED' CONTACTED s A UTILITY COMMA oars. / p .� / ,/ ''' %' • /W .� = l VEER 010775 T15GONE5S. 11 ME CONTRAGIOR SAIL ra LOCATION. LEGEND AND (41500ONS OF All 005100 PAVEL,mrs AND 010111LITES TACT LiA.>CTW✓ /�` i/ 1 L/- /' I,r ) ' ' / - ARE TO MERfME RON NEW WORK 0 DISCREPANCIES ME FOUND • /�E • THE 0DNIRACT00 OFR= SHUT BE ROMEO. /ROME ALL TOMMPO // / OTHER WORK NNO1O LATERALS M NECESSARY. TO CASE TIE d POST •AERATOR VALVE MAR1mR // / �' /: �' ' - -- MATING. SAWCMnNG. GRADED. LEVrMC. SLOPING. COATING AND J/ •II ,� ' ' ' Rrt10ACE WTI MASTNO NORO TO BE PROPEL ACCEPTABLE TO ME }k PORE HOE STANDPIPE / 40 0 CONTVCTNG OMICLR. AND TALC Cm Of TUKWRA COIMETE IN PLACE I AND Rum TO USE YARD 11CNR // �/ /' ♦ • T MANHOLE. 00 / /• / L,074„ 1, Kx mMCMON CONTROL VALVE 1 i' _ I___�•_ I �. ev �_ L _ II L \ • •� NOT A. ro GRADE BOAEDIATELY PRIOR TO PORT O • Of FINAL FEET BOAR v. MEN LLH AGSM GMIES SHALL BE SET 0.10 {./ ♦ N_ / 4 •o CAMERA ,INTER // /r • ; I ♦ 13 C2MPAGIOH a ALL AU SFAS MALL 9E PER CONSOLS AND APRA /// 1 ♦ / .Q II 9EOFICAT0N5. RL SHALL BE PROVI0E0 w 1' m.MUM LETS AND ♦ MAINE M MALL DE COMPACTED TO 051 OF IIS %M1M AINE 0050 t n I . I 1 L' I NORTH BUILDING = = FEICTNT. BUILDING cOFIOTr1oWB ' (NOOSED PROCTOR PEI ARY 1351). ALL BAGNOEL LATERAL 050 040 / em TTmRC„ES 9011 eE POPE THE L 11L1rtED ro BAC0R1 eon U100 .� - = 1 COTNTRAL:f sPECEK' Tas. rt SMWl eE INE SOE R[STOa4RRY a TR 500 /ii/' W / 'L- I _ v`• '` CONTRACTOR TO D01413.E a TE HAM/ MATEIAL ON SITE MEETS ra `A / BAMnRI R0 *00 *RI. PINE W. 01* a WfSlaMlt R AWL• BE : DISPOSED OF AND SUMABLE MATERIAL WOOED. t� ♦ / I / �„ Tau, r•• AMP M IT 9011 BE THE CRTRAGTOR'S RESPONMBRRY TO C00T00MTE IRS ! 1 ACTIVITIES TRH LOCAL MOOT COMPARES ro INANE TAT ALL //' L/ / •-•,- °' MUTE AIE RIVALLED ACCORDING TO THESE MANS AND ME /1 11 _' ' i, REDARWwn OF THE PIXPOAML OUR COPANRS / p )) IS ALL INC PPE aM« 010* TO CB w LIN STRIICTL 10 MALL BE MADE / • L�v�; A�.1 MMNM,wE MW2R M MANUFACTURED m GM Q �ZiWS� • N I• -^ N.vN.Mra ..- ♦� P7000CIS C LO 70. / ; r / . , • , �-el -, 'I .1 MATCH LINE 10 All. STORM OWN PIPE SHALL BE M ROlArm ON THE MANS /', /' , - 1_ 17 ALL PAVED GIGS 9011 DRAM 10 CATCH AGSM. / / / / �, I\ MATCH LINE / ;' /�� ( ' �_ �L�'. p1p�j �•• .I • (,. (� v�•� SEE SHEET C .2 / / I I I� /j'F >A /'i /1 A E SEE SHEET C1.2 `���- / 1 ---, ,4, i 7 4 /7 I 4 1 4 i . ----,, '''''..-, 1 , 1 NORTH HUD DINO 1 nOSTINO BUI1 DING I 1 iii I f i ill fr,..lt / / 0.. n■ rirakV6 A ' Ai! i , I • • • • I i••••• 1311S 720 S. FR./a MATTE 70.9101GROI MOOR WO 7.12.70.717 FAS (OM 762-4700 AI ,:(41_,J SEE SHEET C1. ' , \ I I IIIIIII I ! 1 SEE SHEET C1.1 MATCH LINE MATCH LINE , r . ' V 1111111..:: / y r -- ... mararr • . 1 ••••■ -It . ,y. - / ii=;•,' ... _ 1111 li =mom •,..Ir ,y . .... MCI ,X .i •A ,•• • -- / ...... r mem! .,-.'mswaliallell•:1111111111111•M V.M171.11•11•11M.aman&I — _. ',VIM I • .........,.41 — — :WM— ,_ .%:, ..-- - . ....... /- 1 -'‘, \ .. 1 ' \ . \ \ \ UOIG ll N ' ,1; /, f fr. t \• / / 4 . V; „, ..Q.I" • - / / / N , • , A -.=. ' / — ., • • - r \ . / 1 0G, I t• B1 e i o.o . , s \ I , . / , \\ g / , • I 41, //,), , \ , / , 4 ;..- -, '.,. 1 ■k , 7 AA I' .41*. c•-•ov• 4 if 40 ,,-. x, ,• ,,, _ 41*- ,.. / ), ., I 4■% ■ \ ..... .1 .. , • , \ \ \ \ \ \ • \ \ \ \ ! i • IMMNo CONDm Y88424 , JO- ..: ' \ ■■ / ; 0, --.. , ,(' - ' A„„, ...■ c."4.4 1 IP" tt \ \ \ ' V4 CI) ,, • --- • , . j ...........„. .% . , sv v. 4. •%•- ,........ - ....... it !It" I. I 1ii EXISTING, , 4„ippo - . $11 — ---, ‘ / COMMONS -- . s ii, .. _ 0,:k:'4, _ -- _, . LL% 1_,.--_ - 1— — / root _ _ _ _ . ___ ------------ _ • ... - -----,:__---- -.....„.. -. - --.=•.....---`,- - N 1 .., WV PM= MU 70. am KORN NORM —,:- - -, , 1 „ .,,,,..., ----- OrN J/77.00270 ..• • ,, ■■ ' . _:.-7...........".".":"."..'ill .1_ --- _ --1- - - --.. - _ _ - - :-4-;.=__rX•ii14-g-==" -- ;g:= 2,1•71e_-111-•=-Irr.....„--1:-.7::: .., _ _ . -__ _ -_______ _--- _.- ------------ - . SHIEL7 CI.. 11:71 PLOW IR OF TAM .....- - 95% StiBMITTALUCTION Art0 FOR l217740 OR MIS. NOT f ot CONSTR ::• DEMO PLAN NOTES: �� REMOE CONCRETE PAD. I.1 00104E 2 TIPS 1 CATCH 9AMN MO AIMMDOIED eV PEET t: d e• oC Trwd TINE �P REMOVE «c ReuovE LIC: POeT Mro itcETE eASc M 0*000 if EIECIRKK T115 AREA. EE 01ciRICi1 TOR ., TDUIaN o< NEw REMOVE 200: d M. PINK PENCE , ' f1 REMOVE MO'S Of am PINK PENCE WON WE ' REMOVE a TYPE 1 CAT[H D SMe AND MINNDWRD iW �i R2T a a• OW STORM ulc. i. .1 '4\ fl 95F SUBM SON ' �� MOT FOR CONSTRUCT \ �. ` III ` `. • ` • \ / a� F �'� I siArni RP 10R VIa Ltd) 2 V61V (MI) mz -An0 OA - _ - — — — — . REMOVE CONCRETE CU110. _ _ % - t .. _ ` _ _ _ __ I.1 REMOVE 3 TYPE I GiCN IMSOn AND ATMNDONED ISO 1 • ' '. �..∎ —1 — V'V RET a li• N -1i $TORY PINE 1 _'_ . CI REMOVE I.N1Def.VPE BDUIDEI6. - v '-� Er REMOVE 2XYS Of LIMN 111R( PENCE II / - 1LI:1 :� `I -, I 1 �: • ■ �Yl REIgVE RETAMINO Hui 1 1/ `�I, i' �-_� I' • -111 4J /!b It t! REMOVE eou.wos. ,! /j /i% /� , °' /1L 1'�7II / f /'ac •E' m°11,:7.1' nM uM+oM10 IavmDNm lA / /q� // ' i �/ a. / {,1� !• 12" A09 STORM IRIS Y 1401. ®3. i • - •. O I- "= I_i -: ii — — =t — 1 ' _ - _ DENIOLMON PLAN Y88424 LE P &DC MAJOR BUILDING R/A SEATTLE, WASHINGTON 1/1////' \ / " My/// pi! 2./ /,,\ A I / _ I � Y•.P I— _ E II���°°��----_I.\ —_ _ _ - II— — :ara MI Malt RUM ' /" s ' :. • LEGEND / /� s� /� � �' I :, 1 ASRNET ANO MRS= mei 1D eE SAW CUT AND REMOVED // //' .t/ /,..:%:. : % 1 AO • / /:�{ / - 1 p ; i, ' �y /' I I I1- P I,,,./ /I I __ i t'TRTM BUILDING FX TING RUU DING I= Dnclrra wa11 '' = I� f1_, 111 — MATCH LINE •.... Iry MATCH LINE // s� //' J HAp1 : SEE SHEET C1.4 j '/� ,/' %i v 1 SEE SHEET C1.4 1 c %, • �', � !mum 1 /,y / , ,, __ , . -- ...J.-- --11-10.-----trik. .. . „ .__ ,‘,. , _ . , .....a.1 Wol --MI camr,;M-- ■ril . // t X dir4it iiii i 111 111 SEE SHEET C1.3 813 8■M 04tai 4-4- , A I • SEE SHEET C1.3 § . , mull MATCH LINE ,,. I ji I ?Mil JIIIII .. MATCH LINE ,/ • , , ,,,s, •.:71 • r. I ," • , , 1 a , •••• ,• . / t - — I ill I i la IIIMINfil -11.C.111111k111011.11-11111 . ••^A11.111'9=1,11111..M"&illir i N. _ 1313$ PBS WAITE. 849.8081.08 moW.. FAX MO 7.2-4780 ,.... ILI!! g , ,„V. / /• ■ . ' f' / ' ■ • 0 95% SUBMITTLCTION C°NSTR 01 SI RR 112114 . -.: Aloaditunalaws!mum mmmmm riroalarrou =1121,4 !, • ,.; k 1 . - . I 1:•1 i 1 il :, OR NOT I' .w. 71A1.11 ,.... _ / or . i?,', • ', -il • / 4/ ,P,, 1/ f ... • / i ,fr, / ,. • ,,. .,. .,,fig Ins SI – ... 4,' • • • '.:' i' 4 VIVI .. 0. for • *, . / • ..,‘ ,, , SOUTH RIIII OING III •_,...1, i DBNOLRION PLAN Y88424 .E P &DC MAJOR BUILDING R/A SEATTLE, WASHINGTON . .. I NI I IF • 1 . \. 1 ■ - I . I' ..- /, 4 , ' .41 / ".-- ' / r •..,4- ',' /' „of_ \ . • / --- , • "-- % '• --- I ' r ', '-- . \ / ‘5,. • '.-4t... ....."' 111111r■ lip , ''' t t 1 414■1111* ' 11 1111 41" ' Ctt ' ; .4. ss . - , . ■11111.... . - -- - ... - - ) --k, 14 ("I * 1 1 • ‘, • ....ow° — 1 1 1-1.1, .1 11 1111111111 PLAN -4-,- , tr s , , ■ ..,21 r, .-3.. - 3 a-. • MU= MO gertEcr. ".-.;,.. is 11V ■-_, Nona ROAM .... . _ _ _.... ..- --,.:_.:.--f-------5---- -c. , r'• , ' - — -='- . • - ' -4 - - --.----""A.:----;..=-_-,- xxx ■■ ____ ____ • C1.4 LEGEND &WWI MD 18/80210 RE 1. 1 . . WATER GENERAL NOTES 1 THE RATER LAN SHALL BE CUSS 52 DUCTILE NON APE Cora-mom 10 MA SP(TWIGTION A21.01 -1971. TIE PPE 51411 BE 1/15 INO1 CE(011 LINED AM SEARED N ACCORDANCE rim ASS SPECIFICATION 021.11 -1004. 111E GST IRON PPE FTMINOS S)AL B E CUSS 250 AS PER ASA 5P641GTION A21.I0 -1921. PPE 05000G SHALL BE COMPACTED 10 95 PERCENT OF 05 1UXSR110 • DENSITY AT 091112112 MOISTURE CEMENT (PER 20071 O PROCTOR ASR 1.7). THE MAN SHALL BE INSTALL. .11 A M1MMUU COVER OF SS INCHES SAM WADING FIRE 071E MOD(1CA1XN5 e FIELD VERIFY 0D511NG arc OF 11115710 12' INN M 5O710 102110 510007 AFTER 1051010 Ale APPROVAL BY CRY M T KWILA DEPT Of PUBLIC WPM. CONTRACTOR SHALL MET TAP 0051000 12. RATER MAN. RECONNECT EXISTS. SWORE ROW TO TAPPING SADOE HELD 71 EDG1O. SEE H(i) 12'.12' T I 1r RCMN DJ. TAPOINO VALVE r/ VALVE 909 WRIST BLOCK WATER INSTALLATION NOTE& (1) A' OSE OEPARIMENF CONNECTION (1) 10'd' L W D.L REDDCE0 7145 SERVICE VALLE 050 400* W RFSTUMS )) DOUBLE H- DETECTOR 5055 0�(SE�K0m DEPT1Vw11` ` Oet.) -IA NO 2 TAE SHALL BE NO WATER WIN 50551RUCTON ON A SATURDAY, SUNDAY OR HOLIDAY MTIOM MST SECENMG PRIOR APPROVAL FROM D0 =mama. SSE 115PEC105. 511000 THE WORK NECESSITATE 0.0410 OF CERTAIN GATE VALVES WITHIN DIE VALVES WORN THE OUSTING SM.. THE LOCH. WATER PURVEYOR 4ANT.AA.E D EPARTMENT 5412 BE RESPONSIBLE FOR TE OPERATION OF 5001 VALVES. 3 THE ORE RON 5)51EM SHALL BE INRALBED, TIMID. 0210 APPROVED PROM TO ABOVE -000010 COMBUSTIBLE CONSMWT.1. UNLESS APPROVED 071ERWRE WY THE ro515.A DEPARTMENT 01 PUBLIC WORKS. • THE CONNTRACTEO SITE INSPECTOR AND THE LOCAL FIRE MARSHAL AL • 4 COIO1EIE BLOCKING FOR WATER INNS %RAIL BE DESIGN. A110 INSINIED IN ACCORDANCE WON APNA AND 071 OF 112051LA 5P0000m. ARO SHALL BE 015TALLED AT All VEMIGL ARO 1011ZORA1 BENDS AND FR11NC5- PRIOR TO BLOCKING. THE 1TIMS SW11 BE WRAPPED WON V500EEN. • 5 ALL CONNECTORS 10 OI511NO WINS AM) ALL TRMG ARO D SM5ECION SW11 BE PENORMED UNDER THE STREW/SON OF 111E OFfSTE AM THE CONTRACTED INSPECTOR 074575E e PRESSURE AM PARITY TESTING OFISI1E MALL BE DONE 51 THE PRESENCE Of AND 0110. 111E SUPERVISOR 05 A OTT OF TUKW0A OESAN1410NT OF PUBLIC NOR. INSPECTOR. THE CONTRACTOR SMALL PROVIDE ALL PUGS AO TEMPORARY BLOW -OF ASS0SUES FORA PRESSURE TE511NO RAID 051510 TON AMR TO ORAL TE -O. NG CONNECTION 514011 BE MADE BETWEEN TVE NEW WAIN NO THE COWING NOS UNTIL I E NEW P01NG 125 BEEN OOSH.. OHSRWFCTD. AND PASSED 50111 P055055 AN PUNY 1ESTMO. TEMPORARY PLUGS AND BUXOM 511411 BE 01STN1ED AT 111E PONS OF COMECTON TO THE E050M 5P5101 7 IT SAIL BE THE CONTRACTORS 55PON0051)0 TO NOR, 914 CONTRACTED SIIE INSPECTOR 24 HOURS IN WORM Of 50001/110 NJ. WANT 111E CONSIOOION. 111E CONTRACTOR 514{1 110 RESPONSIBLE FOR KE(P0G AS -BUILT OR00005 Of 111 WNSOUCION NOT OSTNLED NXDRMNG 10 911E... wA�PPrnR�OVwED v�A�WNS (TES 006 NOT GIVE APPROVAL FOR AS -BLURT NNSTRUC100). ' 0 911E CONTRACTOR WORKS 51110 51590 THE CT' Of RK 50 O 70OMER1 Of PUBLIC 01 5 TWO DATE POOR . ANY 10 REMORA THE REQUIRED O GIVE NNG E 70T(U.CU THE CONTRACTOR 1 O 50150 A 491£ NOTICE ro AL O51pMER5 A.17 02110 BY A WATER MAN SNUf00NN. I THE CALOUR ON PLANS ON THE OEGR[E of BEN05 IN THE 50105 ENE 5 BASED OH 911E PAN MFOBW1pN AND ASSUMPION THAT THE 007.04E IN THE 5010 AND ACTUAL AGE EJI eE 0005)00110 BY JOKE D0FL0ICCTION. f WNS1RUCRTN METHODS DICTATE! D6TREM OR AO0111014\E BOOS. TIESE WILL SE M5TAL1. BY THE CONTRACTOR AT PES 00706E F FAD COMMONS PRATE DRIEREM OR ADOIONAI • BENDS THESE WILL BE 05TALL. AT THE CONTRACT 1 PRICE ® (�) 12' 90 MAW 0.1. BOO TNIIrsr BtacK 0' IAF111 D.1 GATE VALVE WITH POST 0.10101 (SEE DEU R 5/01.10) 1' OF W5141 O.I. BEM THRUST BLOCK STANDARD ORE I0O50II ASSEMBLY rye' MJ.00 0.1 TEE (M JOINS ow e' 101E 500 5101 OF 12' DTI. SIDE Of ( I ) r MJ.RO 01 01E VALN VALVE BOX 100 MEGA ILO RES... (90515)1 N.I. JOINTS ON 1. 142E FROM 'TEE' ro N19NM) EL.�1 €1 PANT O OM TO AWOE MM12u1 CLEARANCE ZONES PER U.F.C. • �NR OP MKT //J ORE NE L L. 1 1-9191 CONNECT TO EXITING e' FIDE L015. SEPARATE 95011 OSPS BLOC. LOOP. 110.2 VERIFY LOGTXIN AA EXTEND e" 02 Mt LINE 500114. 11.394.1 0.I. TES 2) e' ILI.W 02 GTE VALVES R/ VALVE BOXES USE MEGA LTG RESTRAINTS (55TRANN All AMR FOR A IAN. OF A' EAST) (1) S1ANDMm 115E Mf01WR 0550(01)1 (( )) 0'.5'(421001 TEE(NO 00115 ON O'001E 1110 u1N. OF 12' FRHIFR GTE R (1) e' (ALL 01 571E VALYF R ) VALVE BOX USE MEGA WB R[50WNf0 (OFSTRW ALL JOINTS ON e' UMIE FROM (2) PR T0CTIVE P00 S 1 PANT M1713ING TO PROVIDE MSIIMIIU CLEARANCE ZONES PER U.F.C. 015011 MADMAN RIN 4S BEN05 TO PASS UN0OR EXST0IG 1e' STORM NS AND r DP TWO 411E WITH A MINION e' 40. 0/I 1EPARATON FROM SIORU 0.1E (50. ((1) 1 51/51.1 s) (2) IC MM01.l MADMAN WON 0 /4' 54111E 8005 r DP FIRE UE. U9 E -.DZ9' F1ICT1N0 RUIN T)INC MOVE COST01D FIRE WDRNNT 161 001110 COSTING 049 (1) STNOAO FFE MDRAM 055101( (((((1))))) r'. M42ID D1 TEE 1 117)510 DA GTE VALVE N / VALVE BOX 2 PM1 BOUNDS 1 PANT CURBING 900 . PROIOE WARN CLEARANCE (SEE DETAIL PEN i) REMOVE C0511M0 5' TE[ REPLACE WBH r CONPUNO A. SEPARATE FROM SASE! BLOC. LOOP. FAD MERRY LOCATOR. (SEE *01E) I' W D.I. .1 05706 1 r 1U.W DA GTE VALVE W/ VALVE 000 USE META LUC RESTRAINTS REYOT DISTTIO 5' 00 0010 10 BUIDING FIRE SERVICE REPLACE STIR 5 TEE AM CONTINUE FIRE LINE 5014. FIELD VERIFY LOCATION. ROE) 1 5'.r %NW Dl TEE. 115' MAW D.L GT VALVE R/ VALVE BOX MEGA LUC 56RNNR MOVE COSTING RIFE NM/NT NORM BOnM PROPOSED NIB 11 I5AWMJIO 5* ROMANT ASSEMBLY 1 0'.r MFd10 D1 TEE 1 r 001 Dl GTE VALVE W/ VALVE BOX THRUST BLOCS 2 PANT CURSING TO PROVE[ MwMH1 CLEARANCE (SEE 2006 x/51 t2) E. HHORONRAI DERLRON OF 11145 0NE. A MAMA/ 25' MRDORw SEPARATION FROM CA10H MIDI SEWN. BE ACHIEVED. LOW. FIE LNE% W NEEDED. m 005.91X) (PEN .NUFAC105 1'S SPECIFICATION) FROM STORM LUTE LOWER FIRE UN6. 51 WEN% BY D0UCAIAL P0 WMFACTURERS ML 1 015NS) 51 ACHIEVE MMMW eR SEPNUTION FROM STORM LMFS d1 CONCRETE LOUT/ ALTS RASE ORE LINES, F ROMEO. BY DOIECIW1 (PICA MANUFACTURER'S SPECf101ONS) TO ACHIEVE MINIMUM r VERIOIL SETVRATIOR FROM STORM LNES AR ABSd1112 ...UM 1. OF COVER PROJECT 1E02 IOREN 000740 MATCH LINE SEE SHEET C1.6 �p�m. e' *0201 FvE aE MATCH LINE SEE SHEET C1.6 SEE SHEET C1.5 / A� ������� • ME L_ME9• lam m a.s•' �11'0711911 .,4RSY.2• UNE UNE IF SEE SHEET C1 "5 MATCH LINE / Ne,Uid V MATCH LINE / % I ''"plmUU! ,''. ' ' \1471141150_... le) �71A /' ` . tip F/ r i •,' % . .- / V , ♦ i �1' + �1.5� •� iliii �!� ' Ibl _ ._�. v° rna u�NE - —.E.�� MIS a FNDLAY T = --P'— - r^ --r-� f7. '� R.•,- = ..VL711Y °NIOIINNN. ORR.III��aL.�sn 95% ION NSTRUCF I - 1 u', .1111 �' ' i CONING e• VALVE USPS TIRE LIVE r L. i-- = ---- -- 1 ,ii: Q1 1 / mEe w " V✓ ( A e' or sm. i � ORE UNE •r.t psi' �',. e• ON PAM s. PEET D� -i ��• 1 _ .-. FOR CO N,. A 1 W'1 ' EWINC e• e. - AIDS FIRE UNE RRoJecr MINIM • VALVE uses rM LNE nu .y ,r r ( / 1 r • •' Ul' /j: �• _ ' •� 1 �er.�g9s�b 9 i r.4r { i� �i 1► f\� • l Irv, 1 A ,`j ea Jf' �•• • : 4, `I -��1 .' l -SStY 1 •� � • COV3H RUO DINC • WATER PLAN Y88424 SEATTLE P &DC MAJOR BUILDING R/A SEATTLE, WASHINGTON Emma IC VALVE r 11,�1ij�Q I , , �1 . i vo PINTO IC o. r uses FIR[ • `• ,„ ' . PROW UNE 1 913• • • -1,``; j1 �___ ' 1 \,\ \ ��1 MIIr '` )A, \ --_ i `.. _ _ i T RAN --- '' _ f6 y l = - _ _ - iii 1 ii `\ - i / �'� �' }OiJ! -ArY < _ _``�� _ = •�I - - 1 I , Of ASRNLT M /UMW' AMA KELPIE EIOSINO RNIECIME _ / Of 0. OOSTMC /U IfYD' A ANO R V 4011111 ONE SAM BUILDNC ORE UNE TOMFICAneees �• - - - ` _ - _� f�'— — — — — •_ - - . " - _ _ __�— — y ''1 % e0UNm4 RELOCATE POST NMGIDR VALVE MO tenure VAULT ` _ __ AM SET TOP Of WNW VAULT REVEL 10 WSTP O PAVEMENT. -' _ _ • = s/ YW9N0 7-1'• NpGTPf -'�.r.� (1 s' W . w ox TLI = __ • - - - _ _ _ _ _=s _ _ =1�33� - (1 ECLAT SERE DJ. IEEE INO ( ® Eli 2' DINER SID W •TE I JMNT9 ON e' UNE FOR MN. Of (1) s w . F C DJ. G c VALVE R/ VALVE eo2 WATER INSTALLATION A710P1 PION ES8 -s =;_ i . — - UTEm v,ULT / p..a_u (r -r . )r -.• . ) DNTH O ILfIRE'b,NrDRA,TTI ARf W Y • ieT . a W . RO ox EE R• W . RO O.I. GTE VALVE RRN VALVE eOR 2 TNRUSr et 00 2 PROTECTIVE I 0 NC 1 ION= PENANCE DPW PER UI.C. TIRE tK xoTez USE LEG LUC RUMPS (RESTRAIN ALL MINTS ON e• UNE TRW TEE- 10 MOWN) ' �16PS BIADDC FIRE UNE WODICATMIN �� mum" IM 1 1MIUSf BUNK PArs0 FIRE IRE BY OE112C110N (PEA YYMALVMER'S 0 1040ATCNS) ((I PROTECTIVE BMLMOS TO 1.010 1 MIAMN e• VERTICAL SEINIMON TROY STOW LIVE! APO (U NNT PANIC TO AMAX MANN C EARO CE 20NE4 ReR me.C. ® A&WURE WPM. I. a COMM t1 C n -1 W D.L BEND � :emcee TO EImTRC e• FRE VIE FOR teen BUM. IOW. (1 e• 9P W me BEND WNES u+CE/57) ROSTRUMS (RfrTWB1 ALL JOINnS FOR A YN. W ® 1 5t e• W . w 0x TEE COMM. e R/ VALVE ', :2E TeE•G LUCWRESTR NR (R61M9I W VALVE wers FOR A MN. W ro• ro NORTI) ••_• • (1) e• w . w Ox GTE VALVE BON (Runt. ALL Mrs R A Mk W USE MCA M TO comma TO cosine e• RE UNE. SEPARATE PAW RAPS ROC. IOW. COMELY TO EDSTNO S• TIRE LIVE SEPARATE FROM SAM UTTER TIRE LIVES, s NEEDED. BY pEM1EC11N1 (RA YANIiCRAEA's RFP,ICE DORM POST NOCAIOR VALVE. C.DC. IOW. REPIAOE UfSiT9e POSE oIDEJATOR VALVE SPFCMCANONS) TO AnITEVE WARM e• VERIME. SEPARATION TRW q ® (1) ( W • W DL G E VALVES NW POST YARA OR ® SMOKY NW OR CONCRETE UTILITY DUCTS ® RUSE iS E M BY DEFLECTION (POE MM RACURER S SPECIFICATIONS) (1) e' W • W 0.1 PAM VALVE R M P09T MAGNA TO ACHIEVE ROOM e• VERTICAL SEPARATION RICO STORY LINES ARO (SEE DEW. NUM (SEE DEW. SHEET) ABSOLUTE MONA. 1• W CORER AT '0.). 1 e• A W 0L BEAD 91 0. 9D Ix, a m If i1 e• 22-1 /E 'It 0.L BEND 41 TIWiST ' 91) PREDICTIVE BOLLARDS ® yECBG,TER66) jp e•, VEAIS`IL gPNMId T10Y 01.6 E• IVES USE LEG 41G ESIP/JNIS (ROMAN All AMTS TOR A vac W l2/ ROTFLTNE SWARDS . -,'3E OETAR. PIA/C1.12) • IC REST AND EAST) tii1 1 CURB RETURN CHART 1fI,LuR,I 1 95% SU Nsl,i UC710N 1 Np7 FOR CO m77 - PBS eGT�,I{ INPOINOTeN (aro) iix0°oe>, ow) nx-oso PA :Ai ait•F'•EIILa:MIUltra afa a?a\! aiJ•af3.7axi• a. ',IAA MO amw•n1 a:,aYLa le■, •nig,,■Lam, LalE3M a7 MIAMI MIAMI II.I1 /aaII1 •a41a:i11Y•Illlld:'Ja4S.Atd alt xulEUUaa:.arnQ1.711• 1lall/LIM4xw�llt O•IY.1'CII WITIMIiLITIMTATMETL x1-1=r IF14%7 �Lkr1 =11W JIMMIIIIMMW FOR aubl• lVA ULVAI NS urnm An a malts TOP CU PP ALL f]£ ON M ARE N 1LDNIlNE alApl 1DU a 814116 FOR TOP OI aAR EI£vMMNe. • - Wop1 61e,ING ituaLNE / "11 Ill. POT MPUVJIE / 1 , r'111‘ I - T 'PO ` ` ` II. `� III `� `� .• • J POW COSMO TI 111 I L - - I. ... or O11 . _ \�I • ^ —/ SRE CONSTRUCTION NOTES: ; I I / �l . III �''F ?r' �• i 7Di�••'f v , / T MB LAYOUT PLAN Y88424 LE P &DC MAJOR BUILDING R/A SEATTLE, WASHINGTON QFeiT Of BOO Or ae.e 1 / ,/ r rfrl �S °�I t?aiI 2. 1 ! ���0 ♦►weal DOOM . • m "'N MATCH LINE ©HAP ©HIV OHM &HOW OHM' ®i b�tl td ,,��-,1x !t17µ i , / //' ►' i Y3`�� .1", /' /'�, I II I• I i P I 1J III �i , �. 111111. E v �NORTH BUILDING , - , .11 �,- , //., / / ' / 'f� )' I / i _ 4. are LAYOUT RAN F%IiTINC AUII DING ;i / S) _ ,f3'a 6ee.Ge r■ 1 1 m . A MB LOW. 301 MATCH LINE / 11, 11111",,. SEE SHEET C1.8 :.,, • ' SEE SHEET C1.8 roN iuNsmlMila, -- :Sy��r— ''' � •% I ... .x • =i _ � ulo■eiut,t� a ■L�Iw�t��t�C� 4 �;� yia� � —mow • i viral ' ■ , i /j. ,r / N: i11-1 BUILDING FXIC11NG BUILDING SEE SHEET C1.7 <� n . C a, SEE SHEET C1.7 �/ / //r I�, ■ \ 9 1.S 1 MATCH UNE �j7��j,/1 �� 1.1 MATCH UNE �r.,u,L. w cm.) nx -aeo f&E c.`"n m..,cn°m - viiiN��� i 1 1 1. .�I ■u rwm / r • • i . • ii h AOLli i - .1 VLOLIIMIL E171i1n.7 -whil `,IMMAILSE1�1�1362ltJ<E• iEJ.tkL l=1111.1=111.LEA'•9.t:l -.,..,H�:7.ra:77/:54^{,,:• 7lil::i•f:.T.:�F 1.t&LI,1 NINL �..ItL•'I:J.l.211.n• ,l1 K•10r1 INkL.I • ll :.M — ♦� 1 iul•k44 eTltl•6411•..CIVIQUJII E...i!Itia ":,rVkais.rcul iN s:L•I.(I,LLl',.IL•)t(lJIiflMl �cr�'. teuev. •AILINI� .�VteEa.as:alE!,•�utul:u>taJC>' IILIM2!•�Pdc((:1..ILItt _�utc: BMITT/LL 95% SUB R CON STRUCTI N07 FO I I 1 1 \I „ ".,t LEGEND CODE TYPE 0 SAT fFM.E (SEE DETAI 77/615) ( 0E/0,.,5) 0 MuT mom- ei (SEE on. Ir/01.15) cakxii• - .•L ul:;MMErll :: rt, L LIJIM IIMULL..._ala 1. 00,,•..cuu =1r:,.t :ZLIIII,�E,exr.�s:1M k: ri ••v::VCae(llnets,.t3ul:,.n��le at...•a�a •.IUtve�i�o. x•:-• • ". .tsllm. ILEN,SJa ILILLI INLIaliltlf t, LILMI L � r^/oo/ox Mi.! t�k:li,4fLarkiAL LWe41•...)�t11.11.1.2.1= ti4L,6'1i• ^1LIMIW M L PLil(u,11.1MLtL1:Ul•tl�t t,IL=Mii•:./`..VL� lIMLI11LIIIIC:11�.1�IM•NANWIME t 1411'16'14,L\/L•IRIIMPti•LSL'OM l tl'J.r111111 x•: •..td_•:WJ.<:4um lAlt. ateLlIDIMF ini•Stlf IILtJ Fri1:'9L1 J'(I <J111k3i•ACI / UILIIII6tt♦ltk l:LtlINIMflINNIl2E'i1t.Iildtt�1 11••I!IL1:9i •511:5 /141F71t$;�.GI[1J1•11 IMIAU•1� F:S'0.:I4 i!x:n i•.0.:l. l:JBLl:iai•a�t /LdFf>t't, RP..SUmifSl•Si LLIEWL AINEIN •t MCAtkiIs1♦p . i' L•: fl.L•iiaLt /LiF71ttt�.1J(k+1111 f•"T.'7!_Et1111�i:aCA}2:•tWIC iEllUlYL:ii � \I . i1 111✓ MAT1MEVI •ASH/com Moll (xaq iei -•E. Fitz741 0.2.? i• lL. VLitkl ,LRk,.A4YJ,�SIL,!?d4].�::�lL• E MZ.IN9La>♦I.IItVL I •1 14\, _, 11 '; , it .., I DRAMAQE NOTES _ •^ STO111 AND GRADING PLAN Y88424 SEATTLE P &DC MAJOR BUILDING R/A SEATTLE, WASHINGTON — Y — — c _ ` "'� -- �•• • —+sue__ 1 -_ "' 1 PROOF Of LABINY 000.0024E WAIL BE SInN1ED TO 006 PROPS 10 ��_- c7 THE PAS+ HEETNG (KW V.04.100.0). 1 _ �_ R1 • rat_ _ 1 jaw 2 ALL PIPE AND MPIRIEH/NCES SIAM BE UAI0 ON A PROPCRY PREPARED FOUNOATON N At9. RONCE MIDI MSUOT) 1). T16 BULL ocu. -400 LL"ELND ANUS PACro54 771E TRENCH BOTTOM. DT Top OF DK / �y • /J___ '.. —� ' .�!T� . ; I O 1 15:?:, , TO STREW. OuMP NO POLLU,ANS' AND •RAPEDIY Of KING CDINIY I • / 1 �' /,1'I+ti 1r,� N . cB I.Wn, TI00 z ®MM - „� C -53s 1.01 ®15-7.4. 21 D. a„ • / � ':, / 10.4 11 N 1 ABE 1 yi 1FN10 SHALL DE A u a1.Di TOPE ROM w+ THE EDGE OF THE DRNESAY TO THE BOTTOM Of IE PIM CULVERTS I . • SHALL HAVE BEVELED ENO SECOOS ID ATCN THE RAE SLOPE (KCRS f l /1... `TTT , 1.05(1), mAMNG ND. x -OD,). / ' i �' /� `.mo \ 1 li•.f�iihAlSi••...'XVf "�P? +' /'i 1 RD= FOR EROSAH PROI¢'I,ON of RO•AAY CCOT MIERE REDLINED, s ro -.4 •' ' ! ... ti i . 1160 BE Di SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 FOOT. AND / • r ' j •j _ 1.-4- pip K /.b- RASTNC x ANUS ROC(//1100- 2ozPP'AlIG. 5.w as BISTAIUlp1 SHALL BE N ACCORDANCE MTIH IQYS 2.0x(8). 0.00.000 /E�✓� No. x-Ox•. / / rf•'' PAVWWT \ 1 , B DRMOLS OVREIS (511/5 -0082 SHALL DE PRIMED FOR UCH P1oNAUAL / �;i% ) IAtlJ -. _ _ _ _ _ _ _ _ _ _ _ _ _ � �I 1005 E%RP0 ION 1105E LOTS APPROVED 0541 N,LT,NIAN Br KNO CgMTY. f ' V s... CONFORM TO NE FOLLOwla ,a SNB -016 SHALL r� ,::..r./ N EACH mu" SW1 OE Suo*LY LOCATED AT ME UMW ELLVNTLON .;% , / / ON iNE 1.00, SD AS TO S5. 11 ALL I11111RC ROOT 00110 LrIS AHD ` / FOOI,110 IMAPIS. *0401 YS. YARD ORAII/S, NA ANY OTHER SURFACE .; , j , DR AIBSYRf0CE PONS NECESSARY 0 REDDER DIE LOTS SRTANE MEM NIEN0ED USE EACH OWLET s1MLL AVE FREE- n5RHG. /r / , _ _ _ I • , iii �, ►' +, +'n[[ i SIC x•00 e ®RiM.,,.w 1 ENf s1x, 0170 �T,S . -0;, W �m Run Rom /� 1�, .� _ _ G'�� —�� E lfJEl F .. -. MATCH LINE 00 00 ID 1 04001 E TO AN APPROVED sromRgFR caHYEYANGE SYSTEM / / / .fir 011 ro AN APPRavED OIRfALL lDG1W. , • 0) OUTLETS ON EACH LOT 5M11 BE LOCATED MOM A ENE- 0501 -05441 / / I 1501 STAKE MARKED •01025 OR •00010P. THE SUB -OU0 51111 I /. 1 n�1 , v 1 '5) ■ THE MA TAME LEVII. BE MODE AHO BE SECURED ro / fIr / ,, 1 . DESCW0ED N ROCS 7.04. ANON -M 1000 0011�S011 / / I I . COCA A SURFACE LEVEL. BE VOMIT NR! BE SECURED /j. / TO DT simIE D) D CANNA. worms TO DNAE1 FLOWS nmwalFOV4w 4 / / �' / / / `•>♦ SEE NMI If II �0 SCE NOTE ,o 1 NQRTi BUILDING _ ...........• 11: mi = I = FXIi71Nf RIIII DING ��• 51015• MADAM F3 THE ��NTRrcloq /�),,,� IS, St,R15 ALL S,U RESPECT , I f i” • AND USNOR N 1 /,' F) ALL 010NUW1 0100 -0015 DULL BE PRNATM1 PANED AEC 4NfIAMED BY THE LOT ,KRIEORNEA ; / 6; 1 / �1 '- -',I 0 01001100* ro ENSURE / , DOMNROM CONTROL •`LLF _ In 0 SCE IIOTC 11. MN Iwq 1 01 .. POSTMC ORVV/BLE AT A 41NWY M 0JR TROY 1H[ Mp SroRL T➢IOR , 0 THE 11136 RA DOMNSRUM MANHOLE - ' ,0 REHM COSTING OUTLET TRAPS /ROY UPSTREAM CATCH BASINS TAT �II _ �• �_ a. 4f .I aRNN ro HEM sroRMGEPTDx UNIS N SIAMN ON PLAN ),, ^ �� ��� / ��I lid — �I —I rn ,n0M4T let I, REMO,£ Q6M54 ORBEIS TMT RESTRICT oLIDLDM mom MA,wLa N' , ' L /‘'' ❑ ((�I1EI. MATCH LINE / � // 1 MU"' ,_ �sw SEE SHEET C1.10 / ',,, C ���- SEE SHEET 01.10 01.9 ,•F mum 17..... rcl ; : :�: nu inns -- SEE SHEET C1.9 MATCH LINE 1=4q -v.35 e 1 aJal NON COSTNC s_*)x wae nw � 40 TYPE l+9. mrzii ENlNNEEJpJ J PBS 220 1 N OIA. v nc 9Iw (*04) iu' -0800 (T0T) 112-4101 REPLACE CORNS CATO( DAMN ONO 9s-Au. STC 900 J 9o-- [e0I104 -O.S �1J (11fS0.0099 e1 ® ua /19 QR(sn -9.99 REPLACE COSMO TyPE 1 .TCH INSP. WN1D1 l. b1ECK NLVE pm'1910 E LEGEND CODE TYPE 0 023 roam (SEE DEN. 12/C1.17) CRAWL (511 DENA. tt/CI.10) MET mOTELTCN (SEE 0(JNL r/CI.l!) COMM NOTES 10TAE 590 MU of =VINO - In POLES ,GOAL 511E CUT VOLUME _ 19,000 03.10. ram SER r91 90.40E - 0.301 01.10. SII Cm0:0M9AL Po9OAT PROMO e. CO ENm)¢la 9C 05100 AW16T 31. 2000. Q311010)0. EN0NEERINO SEANCES PROPOSED IrnS ORTI99U11UN COMM RUM. 10100 FOR 4C SOWIED. 9C. *TO11N OSACM0 MID 01000* CONTROL RAN C1.10 "— r ues P0404 nxc PAVEMENT aowsm cure /4' 1E DP ASPS F1RE tom SCALE 1.714? SCALE: 1 10e SCAM 1%7& SCMM 1x.10 /F>�IINC 0. Dm 0) m SODOM EMT. ERE 14T00441 10 -2 ' -COUNTERCTECIORSE TO FACE 011 P P/B P LEGEND ER61VC ,BEES �'! o 0X611110 POST F910ATOR VALVE N 0X6710 VALVE • 0X6110 PRIDE.. METER -Q. 0X0100 0 FAA... SILK o 406410 POR4t POLE EPSOM MI POLE -�-� 4a1T140 ARE HYDRANT ® 00101140 TYPE 2 CATCH SAWN ❑ EXOTIC TYPE 1 CATCH DAMN -0 -0- 003141 0 FENCE M. PROPOSED r D011AnM 4..1 PROPOSED FOE EIRE VALVE v PROPOSED 40R MANN '--¢T PROPOSED LFH PD4E BOI..LA ID INSTALLATION NOTES Ear (2) NEP S• SMARM (SEE DETAIL 4/01.12 AHD SHEET 01.14) (SEE NOTE KU NO ® (0) /my C O .00005 (SEE .ETA. 1/01.12 AND SHEET 01.14) (SEC 001E 0001) NOM RE11WE ANO RETRACE OOSM O CURS AHD PAVEMENT MIRE N ®m FOR PROPER DOLLAR POTALLA4w PBS • PNOUT MA, ME RAT1P.4001 +na pc. e> xDrOau 02 (2011) 712-4200 FM NTDRANT JAIR.1.0 I' SIT C1.11 �s ,1 ]� �V M PPOPFRTfN UNE 11 O 1 1 I O 1 1 1 1 1 I N i , , , A i I 1 1 1 I ' I 1 rybPEp�l i UNE USN0FP2 °-IIN�E � C11Y NV I Al I LISPS FIRE c MI• rn fir'. WE [ R I ' Z '� �L - O DOSING e• ow LOPS net UNE MONO e' NO IlfSPS FIRE UNE WORN UNE CUP f UNE W , e •u' SD CI n I ��— 1 leo OVEVE2 O CU�AB°10 DaS,R10 b" CUP �SRMN IM I I 1 1 1 I 1 I I 1 1 1 1 1 E` YJ ■`.1/1A \lJ PBS YATRE, R mow Pe,ae ROD) zaz -Raw (zm) r"-AO 11 � � • '• `I m { i Er= �� • - ��!1.�1� N \ II /� ��cla,ys �,;,e%Z 74 �� I I _ 1 1 11 , �1t o / ` ¢ EJOSDIIC CURB 0 © PROrfR1Y ` S • $ —__ I^1ril�■ _ , is �I ` my 1 - _ _ b' ExsnND `ppEI�."'SI M0 " �..; ` N 0 art •:QE' STNS , _0 tat scut: 1 TR 0 WALE 1•d SONS , =,0R a 0 Q z o yyyq N O 1--, Q j q pp I�c+l y. SL V C, `Q al Ow Vf W I.) Q cn LISPS ° °` �•O I .e• In I 1 . O Hatch 95% SUB $ITR SON NOT FOR CON em°M I UNE I.i 1 1' •;e �' •- sD rRDrLnTD e• Dro a:� 3u ]D A..; 3D ME °UNE T'E _ SUANRCtAI t �`� e �seeEV FIRE UNE Aft �� e .. �' • illit - .. AmLEQEPD • � —WU�P, \� W--.......77-...,, UrJ'sys r�° "�` �i immi, S M , t _ mmxc mmm `^ E OS INO e' ow LISPS TIRE UNE aye oas mc p CURB T • j i - J � (•) V M� O. IXsnw rev nuiuro° v.ot 1'Y cameo VALVE f;'i. EID3DND ra wnox °Ertn 1 -LT I \ UNE �jf i EIOflMO e• DIP USPS FIRE UNE PROrEA1T le1E _ =____J - - Ci— V - —II —_• _ _ �` . 41 UNE ` $�. Eli61o1G SW N' 0 LPL ••• • PRaPExrc _ \1 _ I 406.88 SE •• r P Fence p I =-0----,-0=0= oDtiwD w rwMmc sd Garbage Dumpste Area �( ( }--AA F%R011O UCIII POLE -CIS®s 45_9_ corm FIRE Mewl ® E0S1R10 TOT 2 CATCH BASIN ar, 0 m AIL ❑ mac TYPE 2 WON BION z -E , =id ECM[: , =,o W' *1NL ,' -,d - - 0- 0— Ut6,IN0 FENCE • VI PROPOSED a °OUAm PRDraSID net LME WLVE ' I IX14n . anti 1 1 liii 1 \ O / yY '2 �� - I I ij • net UNE Y PROPOSED FIRE HYDRANT pn� �� INSTALLATION �v� WWVIV ONIf� \I•�nM NOTES �•► ((z) NC1 DT ...ROB (SEE OEruL ,/C,.,4 AND a/D,.,q : (SEE NOTE , °E10.7 (a) NEw e• ewulDS (SEE DETAIL ,/c1.,. A. s/c,., ) ,.)1 (scE wrt 1 KUM NOIES: . REONE AND REPLACE EWING CURB MO MVEEIPI NEEDED PROPER BOLLARD INSULATION L MOVE UNDERCRO PO POWER UNE TO NOM CO UC1S MIN FIRE UK DOTALLAIION � , ': �. •�.T� I:.. '• `\ !�.�J � 15.:' CIF STOMA XO�1� �� � '4A - pr wV I ' — lAR 1%� UME $D �• ! e FsIt NTO11Mr - IN I�, �°MG °• ° USPS FIRE lI� VI' �. / :11, • M4[RtPC • '. ,� "�' ^• ' I� ` l '— METALS e l / •• ���/ .. l— 1 0�� 1 �1 1 �r► EiT CPC FR �z % f�� a r ED4.. •.. e' D1v �0S PRaosm '/ (IIE R,PIEAIINE �. :z• s,.cam ����uJ�� �` '.�!� W : =ONO • I:l .�. To.-. Imo/ 53 _... IR �:► ._ n ,I �� ar - - 1 . �PI'a. .�3•• SRI (- a � i . � lROPOSED DOCN :. / I /.A�— "",E" LRIE S -e .. a/� — =F I I R•TEA UNE • 3/ • >EDSIw, - , /:: , a G::.►�l._ �� IuAUAUi NMI PROP7SED FIRE° – 1 I1 lR2 C1.12 Jr, ,' SORE: 1.7. SCAM i-10 W. SCAL•1•-10 iek 1=M±I=AINI • , 95% SUBMITTAL ON NOT FOR COT4sTRucT1 • .... Mal.' X.IMFM•1421=''' ■,.., Arm -II ...19,111. • 1 1 1 .......... • •-• - — • 14 iri ii% I " 3" 4 il j i il 3 4 3 LI g 3 II 13 ..L. ' „ fa 111 1'3 l'a rle 0 „ a " . , 5 P. =°=1..7.1%....:••• Ds 11,1 ELS5=1.7.trarertin,..... =41:46.0.nri: ...artf,r24,%76... ..... _.__ ........ PBS 220 S. MU. SEATII.C. 100-94140.1 MOO MO 211-08.30 ila A A A 0:1 s...-• - =W.. mita. f 1 ri a ig! i I a - iS i 1 . i . I I Ull IP* MI ItNii SA. ANIM'''ll: -1■2111 . __ • • ra 7. :-..7:......-..r. :::.-- • 'X.= r. le =X" '•'" ' ". • tr. rEal'i 21,t4W:r..1. ' ::: =XV= Mt: . ...-...... =me, • Ir--- -1.=, •-• -T.% ..--:=.--77-EL — . 1.75 li":.... TElarti.....7^". ' ' ..1....i...=?.........:2 • • . ; 4 lige■ ■ gg • mmt[ 1: •■••• „......,7:".• ..n. 'N,...."-.7.7-27.4.%"-='":4"-'44:3•7-.7 rr:hr • =gz.,•&= • my. ....yr ey •• yo• ...Yam sm* Y. un • ..."....=....... am........• mussy a you yo.......... • ......y. mom a my= mom ........... NY m (MOM IMO ay ■ MRS Mill• =NOM* ' ••• =,•:. = iv= .7. Ira,"=:•7.1. A z'. .. ... '......" MATER UTILITY DETAILS Y88424 LE P &DC MAJOR BUILDING R/A SEATTLE, WASHINGTON ; City Tukwila 7`..2"o. irr....._. ;-: City of Tukwil mtgi:72951rG ._ DATE: 1, 2,17FTS.-2 City of Tukwila MI MY= 0.0313.1.7 • ""'"'''' of j 0 OKIE: Will,. I es-t ,131. OATE; 11/2,/•. L .... e „., e . .. e ........... I ,sq. -a/ 'VI 1*".< ......... ,.,,,___, . 7 iflik '"" n.21111 • um • r.47.12-• AL II .... r "--.— c ...... 0 ... .... • ...........■ ......... _, isi . _ 7 _ _ mop ........ .00 11110 1 • I ..1 i„.......,...... MATER M WIRY Ir. DETAILS w0.201 ba. ii,...., COMM ..• — MU. • ■ son lib rsm 0 rai .4■, • ...., 0191.019 IV, .... 1 .i...-71...7&sim---....-rmu11..L..rs--17.2,-- „.„„. cm ... 1.4144011 SOI .ri•iiiV r ,....... \I.!, v , ..... * -1 ...ray .. ., ,gagma • • .......t ......• ........ =max= C1.13 City of Tukwita. 2. AnnalIT City of Tukwila "in faX "TALE... City of Tukwila Til010C0 UM. Mae 11" .... i DATE: 11 "vm ...., ....CY DATE: 1,13/N I ws-. 'T. sT DATE: ”/T1/TT I es- oo _ , 012) Dna e -- e . .., 1M :ill `� PLAN 10 VW NM MI 0,1330ALIC if 110.7.- . � MOM ' 'er - ...am ma WC •m .- ram rum WWI `T .•a ru arts Rn,�d.. 2 pence ��n��-. v. • PM 4 ' ° © r �l•!- • o C. D L 7i'i • --- -: D III I Mli Wm. 1 OA NM , ° 7 °° a �, • Im C • 1 LAJ IID S irC1AT 4A T]M MOO 000 222-002 (iDS) ni -a.r `' fill 1 •- JiI. a ° o ..... GI S'�I' �.�.. �. .• 1 - - - -' - !. ....... .....................- ......... O YIAIL11m1f . OJT CUIRD POST _�aum v�iuwe cw a.°xra °to • ss --.. a - %a`it��en'a'ts =I= ,,....-,-.?"1: ""�a .eutwca rvm, m".wd! vu•�°�.ri°s....— o"�.em ~ 1....m...........................,....- mam.ms i r•am t __ :(•)r m,rs u ; wrae�w �mn T• AV a r"'u'i r�•�•iw��ai�� s�e Tr DOOM . t 21171 -v rm 1�1; D. I_ f.."'a.IAIINt- E-l. - • _ - • • •._ ` 'f �� I i _ Oa �� �� r+r " • I IIAHO 90LKf C_ v� ornm n,. r Tau • =l' ": h'..:<' �,. ` --.1.---7:27.„ •� all.... -�� ...., WATHI UTILITY DETAILS Y88424 .E P &DC MAJOR BUILDING R/A SEATTLE, WASHINGTON ate -r- -��.• .......::.�::::. :: '::.. ..... rT 215E, wwolm NOM atemELIMELAIAI WID6tl 161a,6 ,v c City of Tukwila NU arorNr .oar+ "= City of Tukwila AIL POO= 2YT OOP TarrD.D m a m •a`n �rq : City of Tukwila '�i"°'�'0 r- ' " City of Tukwila °fR.I "�'* DATE: t«MM aa-a :Q •••,..6' =� DATE: lips/la I n"-a DATE: ttMM I rs-tt DATE: 11/21". I ......m[ � ® .r ® .r - ,ta .T ® •T i 2121 '' .= P == • u� NO 95R CONS RUC7�ON 7 f0 Imo& w.... 02.011220210 26101 .x wvee ue ..... rte - MN -.141 ® 0 IIIII -mu - will INDICA RPO TSTYL 2945 A DIMENSIONS AND INSTRUCTIONS 41 41 �'� —. �yT- ��Q••�® r wets ' to wow F- .".l :D .:q {' '�j. HH� KENNEDY VALVE wATHH DTUn � 1,1. _ '�- •r Available in Sires B C D E See Below for Dimensions - art waN•ro K awA� 'l�r�J• FIELD ADJUSTMENT INSTRUCTIONS �a.r.•..rr•r : ��ad En 1 i r --: W, BOLLARD aIll-II1'� -.- ww. on DA7_111a eeru® ® all a :arri..`::ar -•2121 .tee. I/awn Emu 1 C aae a r 2 2Wr tur t.•• r r a .+. � a r • r City of Tukwila ➢BADMAN WM aT HMI — s ... wm w .w rri•~�a C1.14 r K w r ,c x ) DATE: „NM L ..-a r s r • .D ® - , N Psi I'S 1 4 " �e> Z R g 4$ R2 il al 1 l_i 2 all 11 9 1 iF! 1 Ali' E A g d Isg ._ 1 gl 8 i i $ 1 J llg ; l l; 8Ii 3IP 111;1 AN bR 24 IP la 111 i; 0 I! Ilig N.Ag 1 S f R 24 /II * ; J g$ d i �iEi!I 644 ii, g P i A ill qg Ell 12 12 "6 �1 4111x: x .0 ! R01i _ a� . X 3 It 111:1411 $ 1312 4 $ a z 1114 Baal Illi 1" M3 a liq illm A : g 5 W 1t' 1 j tI rll t it a�. ®�NxP.la t9Gii bC`JSnn�ynnnea�smac I i ,oa :1T'j. -T cacq n�-�-:a-t i 3. M Iay - S I a pas 9 ° g: Ili. 1 : !-: I C � i + ( I v b� 41°{ 7 1 _ i i I -" �'' -1 i �'7 _•i 1 - 1 71 7117 - nil -I 1^s gj I: 4 iS (i 1 0Ya f �i; 'ppppppl�plp}��pApR�tppep 1;'1IE'7 i�GyfllCi' j iii l �j yp . pR�ppep ;gi'.fli1irif}i}IC,}t�Li.iiCi E ;i�:�l pyl�lpy� iiihni71 py pp yp�ppgp, •>staisaa pptpppp�� pp yp 1 117 1117:1,7o, ,1 �aa saansa +: 1 I.� }I I fq[f i „ it \, $C�S¢ eg 1° Y L Ip!� .E ei4Ai- 64,24 i�i.46fiassasz�m }I .1 7 iastaa ! IsI a ° }D f I "f VIII 44 �ktl} j , WINIERMINI .i� j ' I •�, 1 : 1 ,i 1 1 I - I a �$g ..�g'I I u ! 1 ii, }}{{ i{r( }iFi •IE aFt't�jL��t E 14 , , ' t �i{�} �{�{� i j},gg�ggj�gg�,�,�g'g i i' �,F � l 1 , g'1 NF,F 1 lil F ! !Ai11 f F IF.pad�{pal�r�•f11 7jfiE7 CIF � t 5556= i,i 11 �"I yi 1 7 � F 1 ! ! ; I y - i q / g F ��A iF� Ir� ell, 3 -09 liu j V lb 1 S a3 i % gg y���1111 : /fl' 4 ; r ,7,vig. j I il hi 11'11 , I I _ i i €5 I I O III I. I 11 m' 1I. 7/1:■11;0..r -:T II '1�I 1 111 II ;I; 1111 I Ir 1' 11 1 pI I I I ;' 11■11/ ll /I. I r / 'r l ,r' /a r; ; la ; L Ii 1 i 1 , N4 1 11 -' I° I. f: e O :�i ": t.t`:.> e I .. _ ■ I I I , • I ll— H— H -H —H, 5� 1 , T Q t. C: o ii GGG iti ''3 / b ° D73 a /: •p1 ,,„%.... u, /, /I, 'r II /; iii / i .I / it ' , o (n '� S iI o ... -3 .. • " _. . ;••.J, ".a 0 1 wk ,>� 11:1!1" S :!¢ y yy■y y 2 d F 21`?1b> 121 a li..:: 1 '; , is ''~ 4 1 z .i1., GO I 1 k' S:, O " l d 1 �r 9' l L = ` 1•} 6:1/1" N 1 \ , h(- - li1� .r!�_, ' A. � M____Y�� 11 /, II ' %• ,; I fir' % 1 ; I• .C[ " "�• ..'. •`.. -. •''�1. III �Iw I 1 I ; / l - 1I1 / �1_ 11111 1 I ; �: : .. ,,,;, ;NI ;"III. I ;i, i r ;I / ;,I �'�; °I ; ;1; ; f1'I I; '...:.:,L -... :.: ,„ , iI 1 I b / yr....; ; • ':,, `—•, L—. 7 e 1 z ,� 3 b A : i¢ ° i 8 1 EROSION CONTROL DETAILS Y88424 SEATTLE P &DC MAJOR BUILDING R/A SEATTLE, WASHINGTON 3� " i 1 11 $ �g - d.w pp 31lk VldthS SEATTLE IrADEETCN ADM (2011) 213-9639 FAX MR) 782-4700 PLAN viEw L Qf �I EE KU . _ S Ix Irw S 1 R 1 1 r-I /1 L.t».. -. u•, y u. v� t�.r J t�L a E...... AV.. Oat »..P......9M..*I..,.....•7r. . ri., .°� � �. » _. » .. , ..9 �. 71 1 /e• PER MT MAMMA T ,2RUMICE 1- LAD AND STORMWATER DETAILS Y88424 ? &DC MAJOR BUILDING R/A SEATTLE, WASHINGTON 1 e I�k Mil gal pig ! TIGSKEPED ASISULT EDGE Ei. a MMEN±f7=SIM SW R R . — 5. • 17 WERE FT MGM 1 MPWLT PAVING .324 ,.. ai, , t,_:„... .36.._ 4. 004. COKAETE WALK MOUND OUS77007 r Lel CRUDED SASE COUME DA5PRIVIRXIFT; r'"" 1313S GO 1 roOLAY SU1112....9.GIO. GOO 233-077s FAS (03) 7.2-57.5 grAv•----- -.:AT % . &Of 4i• -2.V.1.4 ....,.....,..,, . .n......s.,.,.. DEE WEFT GB FOR PA5/549 TIEGTMETT ir A. GOMA< SASE C-0- < 5 ASPHALT PAVING 7 29/ US COW.= SUDSRADC W.S.D.O.T. CEMENT CONCRETE .-" TGWU AI BARRIER CURB AND GUTTER ; r • r-r / g PAVEMENT FEATHERING DETAIL 137 KM 11117.7 PIO. r mas / CI.,, SCAIG Mar TO SUES - / ,,' 1 v-o• /EIM am ,, gin. rag . M NM 01.1.M .0■11 tipili-E-E=_ -.1,_.1. - MR RI-ft ARM -- V.T10.101111-' ....... ...I. ir CURB DETAIL 0 CZ' Z R 0 t CO EE5 1 .1- -. 1 0 2 2 6 rAT-1 A-1 4.1 C/) 'IM /9 .... .:v. RPM MIR KR 0 Ma . . 3 ;AA 3',4..',3441.:03,417' . T.f.i. iT.i.E I. MO =MR W.. • —I- 4- 33 YRS 17/04 • Cu. 107LES ME3 1 EXPANSEIN JOT DE AM IN TAIL .5=1j i . IX, RTRO-0.1 ■IPt.,11 4 ; emi5 atliEr'lviii-- 0 SIDEVALIC EWE Al PLA(TER, . r cumucz nyp.) • • . 106511 . 0 5 MRS (3) . WWI MR 1.111111 LIENT PCOUG 11 n . PARKING STOP DETAIL RIM Gs ,. C/.1 7 Pat TO SCALE SCALD 95% toNSTRUCTIC" NOT f°R UM SWOP, A I ROAD GO 00105203 .11.11.11.1■=t1=0=W-ii-ii "=11=g410.1.00P=' ...ir.- - - - - TE .ii,-- DETAILS iNIIIIII ImmiE r SIDPE VASE' if . StRUCSIRA. PLANS FOR CONCRSIS NM. is TRIM mama AREAS. ir CRUSTED ROCK SASE COURSE ./111 Ewa ,v S . • MitrN17117:1111:NtImp,i o.htl.....114i;1109r- ..,,,.., MCI ni 55003 5* LITAMMX AA... 5A I 05s COUPACTICS G. CUIN 3711110111M nu. smem T.,. MINA111. Sal I COO EU V/ 1 a given RI 1151AT 17.0C — an COulsoCTKA 0:071:5171/ ',it cm= 1 :I: CR < nrs AT rcc TOG 1. zr zra APPROYED""1 ON /CCM MUD ONCE 1 C1.17 . . PAVEMENT SECTION . LIGHT STANDARD BASE DETAIL 1.17 APRON SCALE NOT ID SCALE - 0 CONCRETE .„ . . -'5 COVEN 1 THE tit mOMI. 7 841 FININ3 1:1101 ID WE Ki MIMI ram ra 1E m II 1 '; IDO£ST • I,R fIODmRP �1 �L� AE MIL DRN:10185 TEE IF i0t D1- SERIES TF -i 1 AO-01 CONNECTION SIZES. TIDF7LE)t C1MCK VALVE IS SAAR ON TIE D.0. Cr TIE NITIIIO PIPE CONSULT SN S PSIXAY �T>W EA01110i0M . IM (DM) t5S-M.W FAS (PN) -4� _ plinth 1 PVT PR eruORIVDII PR SOE 0 LENITE i to F TEM.. X CLEW [UT RIAX RW D�AMCIEA I COLE IW[S) NAi RACK RESS�pE r Ip,p. PIPE O0. - N I 1 1 1 FO Q0. TIOFSLOI I CUf 0-T- .A LEWTE FLANGED ANSI RANGED SIZE 1111%048 LE/GTE L I.M N.M. X „CURS f to i S \I ( 1�E1 _ _ _ ,'. � PK P 6' r Ir Ir l6' u -Vr I5-3/ 4. 11• M. O-VC P -V1• 21 -1 /r tt -0/P O -VE' EI -] /P N• 71 -VI' r i /-I' a -1• .n 1• I 2-I' IW 130 Iia 1DO SD MULES IT 1 ' Ir Id 16•3' 20' C : ' Ir 6' 2r O i /D• ZI -Vi' ]R' 1D' Ia'vt• 16 -3/. E9• I�1 I ; nu I N! el L� 7- E ,, ‘...11 A 1r ID• 6r r Ir Id IV ]0' Ir 10• it TJ -1/1• l9-1 /r 71' 60 -3/1• S1 -]I1• 91' A,' 93• O' N' N' A -Vr ]a' 10' 12-]/1• 51' 5-1 /r V RANGED i e -1• 6' FLANGED 2 -1' 6' mama, 2-1' a1 30 E5 �� WIOER MCI PRS6AC OESD7�( AVAIUAE - 7 FACTORY - RE INLET ,tl MUM C RANGED STILE it 1 STDIYWATBI DETAILS Y88424 LE P &DC MAJOR BUILDING R/A SEATTLE, WASHINGTON S 213XO tl7 °+ NOR I arn n( a Tw : 12" IN -LINE CHECK VALVE ] TIDEFLEX CHECK VALVE (SERIES TF -1) 1. TIE USE DF RENEE 003EC'1101TS 0 REOOSOOID CI la 1115 11.15 MR AT 110 1411 NO OMIT WERE IERICA9i 1 OE COAT 804D DE P®ROIEO ONE RE 0110 41/ VW PR 1 OAF IR 10l1ODl10 Et Nam 44485114 4544831' 357u15 35753■110 35510151. EIC 480 P me rom. to aamCa°°' R°`oa'PGPr1 HYDRO CONDUIT cv,E X1s ME SM... ONO Aa NO ME ORME MUSTERS =3 -3—) EN PRIM N �^ a ort II S3RI:4NOR MEN NC 0811 ADAR106 m ' PSSDIO MAR �� R 801803' _ 5- T��.• ; .��'YLY J 1.10. CIFNCUT �r ■��! DD��EE Ugh ��� .lel Cr !;!f! i .I - •_L NNn ram 24•0 MCP .�TDL 1' m MET PPE 11. YIC1 OWLET PR 005 PR % -• ETOR1MA18R r LmII. LETe- lr WIWOMKOMMIS8 DECALS OM 4. 58[1101 iNRll tlW/RFA D°' •�-- *"•q 55107 111011 OUYRER ; ° 1,----)1 0E aG I • I. 0E DA A PELME 018[110! 5 =WOOED ° N M 8 t C"" END 308 E. � e GP II+ JANUARY m a RE warr NC 011111 0880 APP1r.•EL 12111120LELEI 1 A s X lvmo DRI TN 060 i 00 CND 808040 OE P®ID0EED Mg M OBIT 1FE OOF PR DE SL NW. NS 1• •r.-•. 061• PR 8010 M ST C [NWT PPE 1 pSE SIONEEPRE MICR D PtR1CO IT R 0110E 1 M SIORIEJ7 R 51'3X11 0 PNIIDSCO SF OK A ICR ' pIOIq poll: tSl 4.014. p.m. 2118413121.11 M 1u RVdR 34185111 354195)1. fY[ SUBM)T rAL 3'1+: /seam. NOT9S% CONSTRUCTION Em 90%.../brat c80 8.em1.D31.• FOR M+M "o o P E"m'"" 4 HYDRO CONDUIT HYDRO CONDUIT 1.18 C1.18 cl.le Nn 5 Lu En 1 r I TREIAI rOIR syp • F9IJ�E T =/M GRANULAR BWORM SECTION YPR-05.12(5).. (QDEP1 SAND COW..is NM) © ,j!, / / / / / / / /,,',,,,/ / / / / / / / / ` WOE MIMED SY THE 0011411 ORANIAM TRENCH FOUNDATION SURUZA1RM SMCL BE RILED PRIOR ro PUm041 O< THE BEDONO. 512E AND PPP ME DEMO- OR ON SAIL common. LOCATE 000 AND COVER 12ER 000 OF AT LEAST - O BEDMIC MO 54.0011 WTEBUS M M 1t• IN MOTH / / / / / / / / / �/ / /J,,, /� Y+■■R_),,.__] sEAr�iI::SiAV.w10l (2og431iT�-.94130 MO FAX 2!00 P51 MN. 2500 / PPE 201_ POOR BE COMPACTED A4 ROMEO POOR ro EN.. A 114E . REMANOP fR 1TR ,REAx ...- �••®M ►� PAVEYEM GMIBIC A10 rTANE CONCRETE CRADLE CLASS A I] MOM (eeae• I 8 ,�,, N NM.) IEDGEIP.' 1 ", •1 L. A Be _ OUTSIDE MET. ° ER 4 ■ OF BEDOMG MATERIAL H, NI" • i2i }, • • • { ' �:::::::::= p /0 1()1 /L��- �J,INI 26" GRANULAR 0*045t 0 2• W IKRE 44-05.12(5 (EICEIR ll0 OPNN. 52 1 MN. JS 7,q J i TRENCH OEM Di BEDMND WTEML BELOW PPE A MAXIMUM zr FROM TOP 00 FIRST STEP 000T VINE R) NW- 91RINK E(1 SUBDFADE) 0. 100 _ / / ; / / ; , / / , / / ' / / / / A,,,,,:, )' 0 4 (mM) —�V 48• MIN / / / / / / // / 1 g If ii 2Y L SMALLER WFO! DM 2T S• TO TOP OF 005ON6� ■ GRADE RINGS (2•.4•.OR B') NOTES vp J 0 FOR ROCS MD 01110 MWNPP2200LE - MANHOLE 10 CONFORM M1H �t�Ci SET IN NON -SHRINK GROUT WKS ' �- ASIR C -4711 FXGVAIED A LONYW a f VINO R- - MANHOLE FRAME A40 COVET FILLED OME WRANL s STANDMD ECCENTRIC 5' CONE � A S�EDION 0 -OJ.1! n $TOKMWATER DETAILS Y88424 SEATTLE P &DC MAJOR BUILDING R/A SEATTLE, WASHINGTON SECTION 'A -A' GRANULAR PROEM 0.0 ENCI AS SPECIFIED SEE DRAMNO 120 - 511/150 -ST v/ • / DmmEDj et THE FMGIIOUR. FOUNDATION O WINE MATERIAL WV BE USED M AEU OF -ALL PIPES ENTERING OR EXIONG SHALL BE MATER IMPORTED MATERIAL RR BfD01NV SPECIFIED. CLASS B 3/0 PROVIDED IWT THE WINE WIEANL H 510. - CHANNELS ID BE 3/4 VERTICAL FORMS T.T. SECTOR 4 -03.15 OF DE STD. HEIGHT OF PIPE - SMOOTH FINISH �� 1� MANHOLE SECTION (VARIABLE 1' - {') 1' MIN. FROM TOP OF PPE TO MANHOLE SECTION SECNON II �.:...: f M TYPE BW 1RM OR EOIAVL © stECIEl;.a. AND IS APPROVED BT THE C ,a .:•. TREE111110111 [NmRP4.E) TIE SIHNL wow- - RAM -NECK OR KENT-SEAL TO BE HARE WOW. GRANULAR BALPILL A SAMRE, or TIE WINE W OW. ro THE USED ON 4LL MANHOLE SECTIONS PER SECIIOM MENEM M Lust 72 Iowa MR TO USE ` 6• 0-05.12E (EXGEIT / / / / -MEIN DROP MAXIMUM 4' OR VERTICAL DISTANCE INVERT TO INVERT O9MEMT 1RN) / % / / / / / RFAWE I1009o1CRY lES1ME 11E - MINIMUM HEIGHT OF STANDMD / / / % ; / / % / / / WTERWL TD ME 3' MAIM. PFR SEI.IMN ! -0J.15 / // / � / / / / / / DE PPE ❑ s00 ALMA BE Om 311MM AI NE PLAN -SEE CRANING NO. 110-ST MAN10lE/CA101 BASIN MIFF Tppp1 t.OHN SIWLL NOT E21fID DNE AND - KNOCKOUTS TO BE USED WREN STUB OUT PIPE 15 3' OR LESS `� r!l DO NOT GROUT 01E -My TIE MADE METER OF THE PPE PAD! 10• TM HOP Of M PIPE 20NE - MIN..20. FALL BETWEEN INLET AND OUTLET SECTION •B -B• . �T a � 48' , ,\ \ % • - ' FOR REA.RE PPE BECOME SEE 510. RAN 5 -T.2 NOTES: GRANULAR FOUNDATION 12' MAX. FOR 1. CONTRACTOR 0107 IRK 114E OPTIC. OF 1URNONNO CLASS C CONCRETE PPE PRECAST OR CAST -M -RACE MILT STRUCIVRES. UNLESS SPECIFIED 114. � 1• /R. SLOPE i Bt b DETAu3 _ pp, O ALL R UNLESS 10 ASE P HAVE 1 -1 /Y CUM BE 7lY�Q- GOAER NOTED. AND SHALL BE B 40 OR RAE 40 ( CPAOE b OR GRACE 00 (ASTM M41J). �II,■'�•�-111a J. ANY PRO15 114 END! OF APES 10 00 BE 10111 {ATARI 1411TH ME AND GROUTED TO THE 12' of 3/4• -0 CO4PAClED •.. 1110 MEE ... . . SATISFACTION a IIHE EISBER . BASE 4AlEMAL.... MAPLE D MEECH SNAIL BE - •: ~ ",, /,''s - : -•: t TIE Mut FMME AND GATE MINI BE SET TO A MENEM SHALL BE RARE 0/BE ROW SLOPE TO CONFORM ID IMF PARIICVIR DRAPARE MKI4]40 c FETCH ...... M1� : . ..._l. 1•41E 41I'M PROBLEM. �� ] MINIj. !. OSOLI BECTON SHALL BE RETIOVFARF FOR 4 4100444E RLL'E 10 A 0.J!' WE EOMRICIED IA 1F ,5 A .iT RE we. LICHERMD OF➢M won AEP. OR ROOT EX6I. ALP. Ot MAIM DM MQEIOP IS PIMPCSES. 414CYICTEN IS CRATER. LEIS SNAIL BE A BYE H1M� EFTS SEOUL BE A 0.I!' 4RV. • 0.J!' WC QS!' 4Y. 4O YM. PROP • TACK OW r DIST SLAA=PRIO COMMIT s1ANACa PRIOR to ARM s7oIU1MATER CATCH BASIN EV,5DA0 ACP. 1t .ara.Hw E PRIOR ID /+LS."Fw r i / IDli:.o"nlaix°� • WV • TrtTA<, ®TYPE k. /i %% MP 7 / rr' iiaiia, . STORM MANHOLE ; msE Acv. CIA m ...r CCT II4V. J/B• EMS) TO O. or MAC OEISIII H. 11AX am' Aw. r r /4• A+ArsI ••�• ,1Mv -••• FM 0510 ND ro .2 Hat 4 OF B. 0.796 •`G &5` CTDlYaV nu 0101170 010015* IWIER. CO7RICIED ID 00 MAX DE96. MR IEEE. f C/VIRX 005112 TEL lE3s INW Y DEV BERING MRR4 POT 3 0. SPECS. ' GttM4AR BAONLL AMIERA. OO PMORD ro ISE OF MSC -- 004672 1 1K "� O. ..w RAMAf Tel 4 Wq;4,iy -'• / moor. ALMS. RR 3 3/0(O 4FE0 1 SAa 1 1_ ImI 14 _1 Icy NOTE STEEL PLATES 10 BE USED M PAVED AREASI • TO CRAP OPENTRENCHES S5* 90 ''" CnON FOR CON57RU C1.19 CQN(oLDIITYFu. -ACP.- NOT �U91� UMiE1NfOKCSD W �KEIE LL`�FLND PAD E : 1' W 11N115 011 4• W UND (1) - O e' w uwr e• m:mvm Ulm e• NA LOW PERNURE sot KEYSTONE 4' w UNIT 1. TIEpLDEVSEyNE�B CMS PAD S ro eE COIISTw "t° • u�rMEINfD110Ep WNI:R�flE'000 P4= 15961.4151606691 GFDTE12111 ENU APPROVED L Of 5 s ro M u9rt a me LEVEUKC rAw T6M W UNIT • .• . 1 , y .' '' • i +. _ •. a _,. a.; eU114 le' '+EI41 li• 411'UCNT 45 Les __-__. PBS SEATTRE. 16941 9051 WA 233-9661 (206) nE-4>a �__t___ 0__-.__` .. ael�..t]21'e7p71 I �� KEYSTONE STAMM, UNIT L • 5,56.6643.73-1-1P,..11--J �MIT.4. 4. °�I� II - STA OV 1 OAT IT: WWERTIO: 115 Les .• .(" II,►,� =�■ 1 ` .--. J I-f -L -D -I :II II ITL1I- uE�rs)m6 r STEP ' I -I -,r �� "I . � _� ' �E eTx.' LMEINNED 500. KEI R' ow LENDM I I,1` .`rr •V. -+ , • AOPE 5R t.., uNIr PAR pR /�1:00LK RETE LEVELING PPR �'C STANDARD UNITLEWSE PAD ISOMETRIC VIEW NT9 A PNENSIONS A WEIGHT MAY VARY eY REGION 1....1.111111 (( �. ����5� TOP OF WALL STEPS . MAID DKADE ial O Q ' ] cRUS Eun W AKw xE 1�� �r1E1 -_ - =TAM 8 =11 =11 =!1 =11= 11= !1'10-11-1 II =11 =11= 911 -11= 11x-11= II =11. ( 1 5 61 AN }E CRUSHED STONE lNC Pb PE 00411 D DIM! PPE (0P70561) ., TYPICAL REINFORCED 6FCTI0N 50 LEVELING PAD DFTAII NIS Ion STANDARD UNR Nrs SIMMKD URN - NOMA SMACK NTS NOTE: STOKHMATE1 DETAILS Y88424 SEATTLE P &DC MAJOR BUILDING R/A SEATTLE, WASHINGTON 4 \ CI 17 _ .} - -il -il C.4.0. [4 SUBGRAOC - - 30' PAVED L D1MfTW Rllll wNU1104U515 SPEC171GTIONS 00 OMR PP040R STREWN. RECUwED N IFENLE gEOGRW I - - \f %. 1 f 1 1 I 1 - 1 31l�r w4.14 Room M- 7• =T OM n' Is' �OUi I _•_•1_1 M KEYT01e 4• W INC CNVI L1144 RICE wN -zNwER CROIR POST w PUCE ∎ll�l6 -r �e111■ -111• 0.0 0 MS.N. 07.0 �.- A -E a -x. .. 1L�� t/_1 = /MM IL ∎1 . .:.::::.: ..00E :.: .. .d ..- e' CURS AND Germ+ SIAHLe9L 504 3' KEYSTONE RETAINING HALL TOP WALL EIEV..17.50' 50114 5OES BOTTOM Df WALL VARIES. 1 SEE DETARS 1116 SHEET 01.16 ACCESS ROAD W /RET. WALL �i iv 1111 �� /� ,\ vMIPT KEYSTONE STAMM UNIT mill ■ANTppppREp! 8( RM9. L E A O D N to ' UM I / P I ( 11ET 0 K 4 4 0 0 E CURVE. i 0 ' 0 0 1 >� i A U ) � GEOGRID INSTAIIATION ON CURVES STANOVID UM - 1- MOAN SETBACK NTs NOT TO SCALE Nrs GRID k PIN CONNECTION Yrs - 1D11 POINT El£' - 13.64 LDP POOR STA ■ 0+0e33 M STA - 0.10.30 M ESE - 1306 K - .3D K .1.11 0.00• VC MIT POINT E]EV - n.J3 1051 POINT STA . 0 +63.71 M STA - 0+33 M ELEV - 15.66 -7.14 50.00' •O - LOW POW F1EV - 1563 LOW POINT STA - 1+03 PA STA - 1+03 PM EMI ■ Icse - SUBMITTAL AD. - 00 FOR CONSTRU�ON N - IE30 '50.00' VC .• - NOT NICK PONT EIEV - 15.65 IOW PONT ELi& - 14.66 MP1 PUNT LEY - 13.65 LOW rows ELL, - 14.66 API PANT ELLA - 153.1 MUM POINT STA - 1 +75 LA' PUNT STA - E +70 1351 P0011 11A - 3+76 LOW POOR STA - 4476 1921 PUNT 51A - 5+67-70 M STA - 1+70 M STA - E +75 M 51.6 3+75 M STA 4475 PY1 STA - 5+75 M STA - 6+53 NI EEN - 15.16 M ELLV - 14 M ELL/ - 15.16 ELE+ 14.15 M BEV - 16.15 M11 ELEV - 13-35 A.D. - 4.00 AD.._1.00 MAO . 400 A0. - -5.76 50. - 7-06 K -]3.00 K - E5.00 6 -:5.00 K . 2500 K- 1715 0- 15.90 10000' VC 100.00' M 100.03' VC 100.00 VC IWOD VC 50.00' VC - . C'M R011Y'MATER DETAILS 19.0 16.0 11 • r - /[R, . _I�r__ atn,C��+ 1.4gi 11 11i l =111 MI ,,'' - - I✓ .u.-.ffi 5 . 19.0 16.0 13.0 10.0 .w.w i� =m """ Iw 7�7j_�' =�_jl SIIMM II 130 11111M11 Ertl � �', �- r.L.lsu w 5, _LwE A STA 7.w NI 01.20 10.0 91.15 - 8 E ��`` ._ d - i x j 7 : i i - 7 f1 • rt. 0 +00 0 +30 0 +60- 0 +90 1 +20 1 +50 1 +80 2 +10- 2 +40 2 +70 3 +00 3 +30 3 +60 , 3 +90 4 +20 4 +50 4 +80 5 +10 5 +40 5 +70 6 +00 6 +30 6 +60 6 +90 7 +20 HORIZONTAL SCALE: 1' -30' VERTICAL SCALE: 1 =3' 'ACCESS ROAD PROFILE �� ' ELM 1 701St:' CONC DENA.N BT TANK • .1 lz' CRP STORM urc lFHC1H IRK t= PIXIES) 1 NEBM ALL SOE4 C0055 SECTION AREA AT 4 TT ON MOOT MA AT ZM1 2 - 1• R COMA. 2'OO CORNEA Oro OWN (umontro w11j 1• RFJOBLE COUPLING EQIf"LON.VLALIM IpE� a Owl 1S�PaE�IFICATIONS MT < AI.. n a an " °(;y i R �i a AM/. N . nu00m .0 1� ' . wi (1, I,) • "I' It s ►�i ''''"1.-= m°i�Y`.B..T° 1 :: t • NEVIVIS0 10,40.4 T:i 1rseG'm�i of «� EK . ��.. 4¢ LNARmoPr .Dw i L_-.0 a (.1 i .o,m 1, aaP °° a/Oa/P= / : - 4- R G1F ALV1I • PBS SEAT.. =301 EROAY za .nm ` ( ) =1T -4710 FAIt (WA 7112-4710 _.■+_____:1a_ O.. �ildlr.! 1' Ri00 BEND •"ao1NN: V� ■i�!Tr� I —r ��1cIIr .�� _lam. �. � � II 1'.,, * ■ = tJ �AJ%Ih i. _ III I aan, aw�in.am tt. t::.. STORMWATRR MAILS Y88424 SEATTLE P &DC MAJOR BUILDING R/A SEATTLE, WASHINGTON = II- II- I= 11= 11= 11= 11= 11= 11= 11= 11 -1I =1� II= 11= 11= 11= 11= 11= t1= 11= 11= 11= 11 =. =': = 111111= 11 =11 "- II= 11u��111� =11 - _ CORM 12' OW 11. 061CT OVERFLOW 1' . 1• STORM LINE. RTSTAIL MAIM R T¢ Y • j' MTV VA J1 fR504 -40 1 24' CUM STORM ttT. �NON IVATER STRAP u.RM ucrlr * PREVENTION VALVE SFr110K ,s II oM �mNTRa PMRL 1mm LOCRABIE DOD 1RONr se^N P1I 1av CONTROL PAM- TO BE DESONED WET WELL PLAN 07 POMP MRR1rACNRCR. LOCATOR MS. IS 10 BE RISE Or 0SPS BUILDING LOCOED LOED BY RICHMOND ENCIMERMO. oUVII.Vr. Tl.a MN *A� 'AMC 2'li- fi'Z'L'!:'!'Z'L-�a':: - awna.w o,n "" • - v',, wP. FNI ARGFMENT RM■u PAN cow= TYPICAL CRAVELPAVE 2 DETAIL //-- 3 / s5l.L aP s/ - .ACCESS' OOOM`O LOWING) ACCESS TA C. ETEO ..27 ••w••• P,:...oc. ...pp. ....p ..I..= Invisible swRw.A m� �'~ VALVE BOX STAIR DETAIL HERE WHEN AVAL.IABLE STAIRS WILL BE STEEL GRATED PROVIDING A PERVIOUS AREA FOR INFILTRATION. STAIRS WILL MOUNTED ON CONCRETE BLOCKS THAT BE SHOWN ON THE DETAIL. WILL , INa ANCHOR BOX EXPLOSION PROOF ft WATER TIGHT I- II ' gli= .6'M O ESEV -1527 WOO ttP1 • 1: LOOPS s ON cO,IEA 1.27' LOOPS ON LM1711A SHRMK CROW R 4204 ESEV - 8.00 Nip �� i II W��'� illi = ! �� • % %lllF I p6 iLL..4' HECK V RlEN CHECK VALVE I_. 1• R WE 0ALVE 2' SPINNER ON 4- R MEC% VALVE 0"" MIA.'"R"E MGR WEB HARM - OEV .SAO TJ�' ' i Na z Pu1v DN - ELF/ S.BO 44 CAW FARM DV. J .TORY.RTER 5.00 OHMS /Ill _ M0' ' PAW ON - ELEV - 2.30 1 °° Bon PUMPS O R - ELEV .150 �I R. •StrlIA 4 7. I.• CMP SM MT. ON II 1_ V tM•RMUM s1.M1ROE 6EV.) 95% SUBM CT�ON O t -BOOR FLU_ 000 ►.IOT FOR CO NS RU /Maw I-__�J . /` :11 *J %L', _-t_-_ � - • D... w5dll ERIEROED BASE RISCILL (7) PMMf MOOS. 000 003111 PIMPS. PO ' EACH PUMP 1RLL BE 3 RP 1750 RPM WTI 01.2 I L VORTOI BII;13A Df0ONED 10 PAS 3- SOLIDS. =:._ MI0II -•U II :1 - =:: THE PUMPS R NEED 230 VOLT. 3 PHASE PORFR II ,1_ .L - GRATED STAIRS W /FIBERGLASS TREAD ®STORMWATER PUMP STATION ®STEEL TAB 6 TOPOGRAPHIC AND BOUNDARY SURVEY NOTE: SHEET 5 THROUGH 14 ARE NOT INCLUDED IN THIS SUBMITTAL SINCE THEY DO NOT DEPICT AREAS WITHIN 200 FEET OF THE SHORELINE. MERIDIAN KCAS .GRAPHIC SCALE (N TUUT) 1 1.11 100 I. SHEET 19 SHEET S SHEET 6 SHEET 2 /3HEET 11 / I SHEET 6 r SHEET 14 South 102nd Street Rlvarfront Taohn)oal Park LLC Paro• DMWardah Rlvar SHEET 9 GHEE 12 SHEET 10 Parcel A Building 1 \ SHEET 7 \. SHEET 4 1 L. 1 1 NOTES 1) 144E BOUNDARY AS SHOW) HEREON 15 BASED UPON THAI RECORD OF SIDVEI BY LAND 41 CONSTRUCTION SURVEYS. INC. FOR THE SABEY CORPORAL,. FLED IN VOLUM5 55 OF SURVEYS. PAU 50. RECORDING NO. 5704220002, RECORDS OF KING COUNTY, WAS - MOTOR. 2) MERE ARE NO FOUNDATION OR 0,0E5 ENCROACHMENTS, EXCPPS AS SHOWN. 3) 1111 P09n0N Of SURFACE FEATURES CATCH BASINS. UOIIS, BUILDINGS. ETC) ARE FROM ACTUAL FIFO LOCA5ON . 5111 PO9T015 Of UNDROION0 015)0(3 ARE FROM ACTUAL FIELD LOCATIONS OF VISIBLE FEATURES. 4) SQUARE FOOTAGE Of THE BNLONCS ARE COMPUTED TO ME 014110 FACE Of 1(11 f01NDAT0N AS LOCATED BY A FELD SURVEY. SQUARE 100100E 15 SHOWN FOR THE FIRST FLOOR ONLY .45URA800 COMPANY ORDER NOS 00Ei256 FIFTH RCOMAI MEN? OATEO OP LARGER 7. 1905. 6) ME LEASE AREA CONTAINS APPROXIMATELY 30.9 ACRES 10 (ROTARY 15041 WATER. THE AREA 13 APPROXIMATE DUE TO ME VARYING NATURE Of ME 00WAMISH RIVER. PARCEL 'A' CONTAINS 26.6 ACRES TO ORDINARY HIGH WATER. PARCEL 'B' CONTAINS 4.3 ACRES TO ORDINARY HI01 WATER. 7) THE BASIS Of VERTICAL DATUM 55 THE U.S. CORPS Of PIONEERS - 1007. UTILIZING BE1101 ',POD NO. 6 -556 BUNG A CHISELED 'I" 01 ME TOP OF ME SOUTHEAST CONK Of ME CONCRETE YANG WALL FOR THE PAOTC NIGHTAY BOOM ROS5010 TIE DUWAM191 RIVER (LEFT BMX). ELEVATION - 2084 (1967) 8) BASED UPON 040 FEDERAL EMRMNCY MANAGEMENT AGENCY - NATIONAL ROOD INSURANCE PROGRAMS 8000 INSURANCE RATE MAP N0. 5303300045/ AS REVISED 041 MAY 15. 1995 AND TIE R055- SECTORS REFERENCED THEREIN. ME BASE 11000 ELEVATION FR THIS SITE VARIES FROM 6.5 fEEI O 8.0 FEET. ANY AREA AfTECTED BY 114E 100 YEAR FL000 PLAN WOULD 81 BELOW ME TOP Of ME BANN AS SHOWN HEREON. 0) SUBJECT TO SEOMCE CHARGER INCLUDING BUT NOT UNI1E0 TO SURFACE WATER MANAGEMENT SERVICE BARGES, CONSERVATION SEANCE CHARMS. VAL WE SEWER MONO BARGES AND CITY Of SEATTLE CHARMS AND /OR A545904115. 10) SUBJECT TO CONDEMNATION BY TIE STATE M WASHINGTON M RIGHT M AOCE55 70 STATE HIGHWAY AHD OF LION. MEW AHD AR BY THREE INTERCO JULY IS, 1004. CASE NO. 529021. 11) SUBJECT 10 COVENANTS, 001017045, RESIHICINNS. EASEMENTS AND RESERVATIONS OBTAINED IN I0310 COUNTY SHORT PLAT NO. 580023 AS TILED UNDER RECORDING NUMBER 0006050897. 12) SUBJECT TO MUL7- FAMLT/CO11MROAL RETENOB/TE7E41104 FAC411E5 PER INSTRUMENT RED UNDER RECORDING NOS. 0700400501 AID 5712160951. 13) SUBJECT TO ME TERMS AND CONDITIONS Of OM M TI0WLA ORDNANCE NOS. (510 AND 1870 AS FLED UNDER RECORD!. NOS. 0907310705 AND 9311001109. 14) SUBJECT 10 AGREEMENTS AND THE TERMS AND CONDITONS THEREOF REGARDING WATER AND SEWER SERVICE PER INSTRUMENTS FI ED 101DER 5EC010010 NOS 6500100902, 07121500550. 5712460052 AND 0909190547. 15) SUBJECT O THE RIGHT OF TIE 5TA1E OF WASHINGTON N AND TO THAT PORTION IF AHY, CE 045 1.44140 HEREIN DESCRIBED 004404 LES 0ELOW TIE UNE M ORDINARY 41404 WATER M ME DUNA1415N LIVER. T6) 045.911 104147 CHANGE N 144E I471rY OR LEGAL 0(500.0B 7E WD, R 01(1 (0 ME ESTATE SE OF MAT MAY MWI WE O ME 9911100 AID CHANCING 144 THE COURSE K TIE 00*011I5N RIVER. 17) SUBJECT TO THE MOLTS AND EASEMENTS OF THE PUBLIC FOR COMMERCE, MANGATON. RECREATION Alp 10945555. 16 SUBJECT TO ANY PROHIBITION OF R 404414TOR Of USE. OCCUPANCY R RIPARIAN OWN) RS 10 USE ANY PORTION WHICH 44445 NIOW. (45 HAS EIRM RLYR DER. COVERED BY WATER. 0) SRJECI 10 THE TERMS, 101011(015 AND 10VENAN7S CONTAINED IN 14405E LEASES rim UNDER 10110 COUNTY RECORDING NOS. 0707171034 AND 6711100792 AND MOSE OEE05 Of TRUST 1510 UNDER (INC COUNTY RECRONG NOS. 0002050051 AND 5006000005. SAID DEEDS OF MUST *AYE BEEN MODIFIED BY INSTRUMENTS 95E0 UNDO R4C040040 NOS, 0203161315, 9200100203. 9212232054. 0006000000, 0500001210 AND 9500250420. 20 SUBJECT r0 THOSE SUOBDINA0ON ARLEMBis ARO FIE 110145, CO4010ON AND RESTRICTIONS CONTAINED TEREN PER 54511NYEN15 FRED UNDER RECORD.. NOS. 0002050005, 6806160000 AND 9500050532. 21) SUBJECT 10 0501010 415 PER INSTRUMENTS RED UNDER HMG COUNTY RECORDING NOS 0502050662, 5602050003. 0606050601 ANT 8006000602. (271 SUB.ECT 50 AN ARFE*INI REGARDING C5O53- 0(10151 PR IN50UM[NI l0D UNOFR RECRDNC 50 6606060603. 23) SUBJECT TO MEMORANDUMS M PLEDGE' AND SECUM40 AGREEMENTS PEED UNDER RECORDING NOS. 0010110152 AND 4106060241. 24) 040.ECT 10 A POWER (*5(0(00 10100 UNMO RECORDNO 110 2400565 OA Y, 920. LIRE ARE NO 104GEN POE5 N 1405 AREA. 1)05 CASEMENT AFFECTS A PORTION M fAVERIMENS 001 11. N THE NOM. M BUDDING 1. 2 TO A MEMORANDUM Of LEASE AS FLED UNDER RECORD*40 NO. :551.5.010411 28) SUBJECT TO A PENDING PROBATE PROCEEDING 121015 A NON-INTERVENTION TEL. PER PROB411 CASE N0. 95- - 03052- 2. 27) SUBJECT TO A CURRENT FULL TITS REPORT ON SUBJECT PROPERTIES. LEGAL DESCRIPTION PARCEL A THAT PORT. OF TIE S004IEA5T 01MTR Of SECTION 4, OMSNP 23 NORM, RANGE 4 EAST, W. „ 0(5 1000 AS FOLLOWS: 000NN740 AT THE SOUTHWEST CORNER OF 00KRNMENI LOT 11 N SAO SECTION 4; OE0CE 1.X0 THE 50UM UNE Of SAID GOVERNMENT LOT II, 3 00' 2203" L 933.27 0001; TIERCE N 1445•00' W, •77.09 FEET TO AN INTERSECTION WIN THE NORM L6E Of THE SOUTH 460 FEET OF SAID GOVERNMENT LOT 11 U SECTOR 4 AND NNE NORTHEASTERLY MARCH Of PRIMARY STATE HIGHWAY N0. 1 AS E51ABM94E0 BY HNC COUNTY SUPERIOR COURT CAUSE 540. 529021: THENCE AONO SAIC NORTHEASTERLY MARG91, N 1 44506' W 669.54 FEET 10 THE T SOUTHWESTERLY MARGIN OF MAT 200 FOOT SEATTLE TNAN911S5ON UNE AS ESTABLISH BY ORDINANCE MO. 62906 Of OW 027 OF SEATTLE, AS COHOFMNIO N TRIO COUNTY SUPERIOR COURT CAUSE 140. 460550 A10 141E TRUE POINT Of 010* LNG: nrcnce mamma ALONG SAID NORTHEASTERLY MARf91. N 14' 4100. 0, 22.70 FEET TO A POW OF SPIRAL CURVATURE' THENCE CONTINUING ALONG SAO NORTHEASTERLY L1ARGN ALONG A SPIRAL CURVE TO TILE LEFT, ME 0100 Of WITCH BEMIS N 150151' W. 152.94 FEET TO A PONT OF SIMPLE CURVATURE: THENCE CONTINUING KONG SAID NRTNASTERLY MAACN, NRTTM511RLY 34067 FEET ALONG THE ARC CE A NON- TANGENT CURVE TO 271E LEFT, HAVING A RADIUS Of 3970.00 FEET. TIE RADIUS POINT OF M1101 BEARS 5 7407'92' 5, 11410401 A CENTRAL ANGLE Of 04•5•00' TIERCE CONTMRMG AL00 SAO NORTHEASTERLY MARGIN. N 1174'57' L 327.11 0005; 0E0CE N 411'11'44' L 2)000 FEET; THENCE 5 44,2.51' L 62.47 FEET; THENCE N 4005'20' E. 406.85 FEET 50 A UNE 225 FEET NRTESTERIY O AND PARALLEL WIN ME,5OUTNEA5TERLY ESTDE904 M DIE CE7 TERLNE OF A PROPOSED 0*400wAT 05A1041 010500 (1010 - 1911)) THENCE 5 4152'02' E AL040 SAID PARALLEL. LINE, 84554 FEET TO THE TOP W BANK AS SURVEYED BY E514, NC. N JULY 1995c THENCE A0140 SAID TOP Of MINX THE FOLLOWING COURSES AND DISTANCES S 2020'42' W. 53.20 MET; 5 4322'42' W, 35.67 FEET; S 5015'06' W. 67.29 FEET, S •21710' W. 48.34 FEET; 5 4703'51' W, 51.45 FEET; 9 5150'20' W. 51.61 FEET; 475509' W. 42.51 FEET; 9 60'4110' r, 6904 FEET, 5 71'41909" W. 57.65 FEET; 9 67'30'32' 0. 5302 FEET; 5 332719' W, 22.34 FEET. S 5210'04' W. 25.20 FEET, 9 5416'49' 0. 45.40 FEET; S 2251'10' W, 4000 FEEL; 5 449109' W. 54.53 FEET; s 454450' w, 5174 FEET, S 5517'02' W, 55 45 FEET; 7504'06' W. 40 21 FEET; N 74'36'00" W. 37.10 FEET 10 SAD SOUTHWESTERLY MARGIN OF SAD SEATTLE TRANSMISSION UNE, THENCE ALONG SAO SOUMMSTERLY TAROK N 561315' W, 150.40 RUT 10 144E TRUE P0040 M 000510N0. TOGETHER NTH MY PORTION OF 52)0 SECTION 4 AOA01N0 ME ABOVE MSC)OBED TOP OF DANN AND 8E040 SOIMWESTERLY Cr SAID LINE 00904 O 225 TUT NORTHEASTERLY Of AVID PARALLEL 0001 THE SOUl71C•S1ERLY E8TEN540HN OF THE ONTERILNE Of A PROPOSED WATERWAY BAIRIEI CHANGE (I R 910 -1011) AND BENC MTHMSTE M RL7 THE DURMAST 01WL O BEING RMEASIERLY OF SAW SOUTHWESTERLY 0ANON Of THE 200 TOOT SEATTLE TRANSMISSION UNE 9TUA7E 04 ME OFT Of MOWLA. COUNTY Of KNG, STATE Of WASHINGTON. PARCEL B THAT PROS OF GOVERNMENT LOT 11 01 SECTION 4, TOWNSHIP 2.3 NORTH. RANGE 4 EAST, M.N., LYING NRMESIERLY OP ME NRMEASIE0Y MAR014 Of PRIMARY STATE HIGHWAY 110. 1, AS ESTABU9HE0 BY WINO (010051 SUPERIOR COURT CAUSE N0. 529021 AND 1.040 50UMM5TERLY M THE SOUTHWESTERLY MARGIN CE THE SEATTLE 1RA19)K9R LINE AS E55ABU9HE0 BY 000414 E 440 82086 or THE 00 M SEATTLE AS CONDEMNED IN IN. COUNTY SUPERIOR COURS CAUSE NO. 440557 AND LYNX NORTHWESTERLY U ME 00541257 RIVER; EXCEPT 1145 50)01 460 FEET OP SAID (O`ER701041 LOT 11. SWAM 04 ME OTY OF TUIWIU, COU0411 Of XING, SPATE OF WASHINGTON. I SURVEY IN THE S.E. 1/4 SEC. 4, 1714P. 2344., AGE. 4E., W U. TOPOGRAPHIC SURVEY United States Postal Service FO 602 15604 Y OORIL PA �'PT (426) 200 -1459 MERIDIAN KCAS GRAPHIO RCALI �x.laa t „1 ///''' Souu.ol Corner of / Government let 11 I, • Owl SI 12 33 S. c.5.. 00.11,9 1001 oipo Pael �■a,.r . , ****14"*•• Sky. 9 9 -1 5 -2 5-3 S -0 S -5 5-5 5 -7 5 -5 6-9 1 -10 1 -11 5 -12 D••••plbn Contractor Drop Smpmant Nd•ap Area Na Poking Handle. Parking Plant Ymegr Dlolal tromp, AP1U BROW Caaod Customer' Padang m Slop Lg• Da Not Enter stn 9 5 -13 5 -10 5 -15 5 -15 5 -17 5-15 5 -19 5 -20 1 -21 5 -22 Description 15 14Mr0• Cr.dt Union Parking Scale Bloodroot 5.6011(6 Pak 5lop ...ad Sp.ea limit 15 Y911 0.9 Crooning Dead End Cale. 1 -15 Right arrow Sp..d llmlt 15 0914 • Aulner•ed 6.0elo. Only SyMS • d 1k * 0 y Description Bodoni Post 1ndeelo• Voice Year nr. Noes Vandpb. Yard ltkl Intoner. Contra VP. Camera Tower ASSr., C/B P/B P/D ONP my YWIV O..arpNea Concrete Bunw.r Plastic Bumper Rubber Bump" Ovrn.ed Power underground Pe.r Underground Power-H1dn Voltage Topo0r.ph7 Nate. 1) Melly Synod• ao .leaded AP"A .ynke1• accept es noted edo.. 2) Underground Nalr and Payer are Mom octud Bad leaattn. 041 from surrey by ESN. 00. In adz of 1995. . 4 .7 1� n� • • 51.5 O • I SWAY w 116: S.E. 1/0 SEC. 4. TBP. 2304.. R E. 4E.. W.Y. TOPOGRAPHIC SURVEY United States Postal Service IORRa1D Ia05 mamma. 5(5 PO 102 156•0 1011. 70105. era 90052 P6. (110) 550 -7199 5HQ 11 Za. Leg. La. 0000 Lome, Dodge 4-12 Pc* rm. • a pa at, II' Who •17'. . - .'.• i ---- _. _..„,....._,.:.-f - - - - --------- -. ------ - , - - - , I, \ 4, _ - top el Bonk . Meld Located w _ _ - _ - - - - - - - - - -by -2511.-Inliln-141441 2995- - • ---- 7x; ----- ,w ww ww ww - - - ----------------------------- MERIDIAN KCAS ORAPHIO SOMA 5490 9 °omelet. Slen p Descrietlen 9-1 Contractor Drop 5-13 IS lenut• Crean Uri. Parking Shipment Holding Area 5-14 Sm. 5-2 He ParbIng 5-13 Meerhont TechnIced Po. 5-3 Handreep Perking 5-16 Sloe Aheed 5-4 Mont Reneger 5-17 Sp•d Lenit 15 14PH 5-5 5-19 1311. GmesM9 5-6 DROSS Reneger 5-19 Dead End 5-7 AP., 5-20 Gat. 1-15 5-9 I7411111 5-21 R1ght 4/00. 5-9 Creep. 5-22 Speed Lbrill 10 MPH • 5-10 Costeeller Porbbig Authodzed WHO. Ordy 5-11 Stop SIgn . 5-12 Do Rel Enter Deeerlption e sawe cf Pe•1 Indrcelew Wive Herber Firs Hose Stenelph. 44 Ted Light ▪ ertgatton Gentree • Camera Tower Abbz•v. Crerrorlptlen G/B Gencr•t• Ornhper P/B Mottle Bumper R/B Rubber Borne. DZIP Oweimed Power UCP Underground Pewee UGHV Underground Perrer-+44g4. Duvi Amish River T4liro5re997 641.1 I) Utility tlynbal• we .4.144.4 3P9* emetere emept es ----- 2) Underground Wow end Power az• horn acted Meld lecenon. and from waver by ESL ine. In 449 64 1993 SURVEY 04 MD S.E. 1/4 SEC. 4. TWP. 2394.. 4444. TOPOGRAPHIC SURVEY United States Postal Service [WALD LAND suilvanco. DC. PC 1932 13094 11111, 01228. 9* P9. (en) 360-7100 On r... 11 I 1 MERIDIAN KCAS c0.•.• 0.€ . 13-21 GRAPHIC SCALE M 440(5) Ish 70 a. so Pr tr •� - —" -w — - to • ▪ ..e Ore awe. SOW Y « .I s -- • \.▪ ate Is4.r tle b b Lr. P a.s`tIon Lr. / S -1 Contracts 5 q 1 -13 5npmet Pahang Soo l -14 5 -3 N. Pa. 5 -13 5 -3 Han.. Pawns 3 -10 1 -4 net w.. .. 5 -17 4-5 OS.bt Sonar 3 -io 1 -7 NtPI 5 -20 5_5 WNW 5 -21 0 -•0 Cull.« .s...1 5-37 .. 1 -11 Sty Lan 5-13 Co Mat Gtr OsecIptlan 15 N...1. C..ln Yde P.n.s 50.1. Plwaet Technical Pa. Step Mrs b . tlmtl 15 4V11 B•• Cr....., 04.2 EM Gars 1-15 Plant .. SP.•. ISO 13 LPn natastr• Vd.w.. Only trod 0004_0e • Brlr. d Pact ..4.14 Vol. Oa... tk r.• Ne.. sleeoa • Yr. I1r.1 o 1estIon Central Vdw ▪ C«nr• terser DuWamleh River Abr... (11.0.1.1144. r 1._,_ r Hot.: cm Cao.t. 4... i 1 ) Yvnr Spots. s. 414444 &PIO q.n►d..5.. ae nets d5).. •/B M.t4 Burnyr k ]s• Y end Pews s. Worn stoat 11d4 1e.11e. Pam so., by C sL.ao My, of 1115. PM Pda... IS ..r OW O..n.N P..a u W u.rr..w ••.r YLry Un..y.... P..•-w5. Vdt.5• ltwtt at ME S.L. 1/4 SEC. 4. T.P. 2)11.. RCE. 4E.. ■ Y. TOPOGRAPHIC SURVEY United States Postal Service I17010111 WO MtOTMG. Mc. PO WI INN tau 05222. I1 144/5 PIS (.440) 35. -7144 SUM Or 1 aesrr9� aaeeFaa9we swe o9ara9aur9ew cFwrFa UNITEDSi�TFS AL fern a wsaw9werew Fonuhne Sernee Mee. 3el01 Nrnth Arones Sough Federal Wor. WA 04049 -0500 • 0 C 0 , 0 0 1 1997. 1994 19* Wed 9vto Postd SeNnIMIIMM ii12 LW! Mc SWAM MYRA, PUMP{ In OM TWO + jjCORM[RSJON �6' F r 9a MMI00. Sm90 101.103 unt=o m f0 01.171.; L 1 r' ac D SRN IX Ap A41,4 R c R WP gR PAT TX �.S CO 7 m Iva46:114 N C1.3 CIVIL PLAN DETAILS U�O�L�DUUlJT swri ..s.snorm 931 A AT•m ,Ma.6v a TIN m aaaua 13. a6 POSTAL MINVIICE Malik* Souk. 011k., .4301 Ninth Anna. South. f.00.1 MID'. 9f1 96963 -0000 )cl LISPS no Manton Y88424 f Y N P P P P . R P pi Ri1 ill N1; 111; Ei; ; ;il! € !! :::e0 : Ri R ! YID lii !xi; I 44 Pi R F3 appl 111111 Fli i a :m AR R A ;115 1 !Ili!! ;x8!15/1 g $o CO !;1811 41 I: °5:111 ill ; V: ;:: 1:1111 .!: pil / il ie:1! i 0,1! !II lag R M di 11 la° 0 M P Rill ! lill XER 11! ! 1 !is 1 A i . SEATTLE PROCESSING AND DISTRIBUTION CENTER MAJOR BUILDING REPAIR AND ALTERATION SEATTLE, WASHINGTON •Capryt T9D. MIL MA OM Sea Patel Saw Ma s91.,.a.1aanroa,no 1 1„(a1µ N A 1110y11111 1 S 220 S a91RAY SEATTLE. 1105104101 (706) 733-9639 (799) 763 -3790 >a J