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HomeMy WebLinkAboutPermit D03-347 - DHS BUILDING - WALL M1DHS BUILDING WALL M -1 12500 TUKWILA INTERNATIONAL BL D03 -347 Z Z re JU 0 0 0 W= J 1- N LL W O g LL i s W z �. 1= 0 W� U O - O 1 H W U� U. W.. F- O 1- z City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 7340600602 Permit Number: D03-347 Address: 12500 TUKWILA INTERNATIONAL BL TUKW Issue Date: 12/31/2003 Suite No: Permit Expires On: 06/28/2004 Tenant: Name: DHS BUILDING - WALL 'Ml' Address: 12500 TUKWILA INTERNATIONAL BL, TUKWILA WA Owner: Name: INTRNL GATEWAY EAST III Phone: Address: 12201 TUKWILA INTRNTL BLVD, SEATTLE WA Contact Person: Name: RALPH HAGLER Address: 12201 TUKWILA INTERNATIONA BL, TUKWILA WA Contractor: Name: SABEY CONSTRUCTION INC. Phone: 206 - 281 -4700 Address: 12201 TUKWILA INTERNATIONAL BLVD, SEATTLE WA Contractor License No: SABEYCI033KM Expiration Date:01 /06/2005 DESCRIPTION OF WORK: CONSTRUCTION WALL "Ml" MODULAR BLOCK WALL FOR PORTION OF THE NORTH PARKING LOT. Value of Construction: $ $5,800.00 Type of Fire Protection: Type of Construction: Public Works Activities: Channelization / Striping: N Curb Cut / Access / Sidewalk / CSS: N Fire Loop Hydrant: N Number: 0 Size (Inches): 0 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Volumes: Cut 0 c.y. Fill 0 c.y. Landscape Irrigation: N Moving Oversize Load: N Start Time: End Time: Sanitary Side Sewer: N Sewer Main Extension: N Private: N Storm Drainage: N Street Use: N Profit: N Water Main Extension: Water Meter: doc: Devperm N N DEVELOPMENT PERMIT Private: N D03 -347 Phone: 206 281 -8700 Fees Collected: $493.16 Uniform Building Code Edition: 1997 Occupancy per UBC: Public: N Non - Profit: N Public: N Printed: 12 -31 -2003 Signature: doc: Devperm City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Permit Center Authorized Signature: �� ,, ,, , (2-7-:....-4-,....... Date: /,, -.3,/-e 3 I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating co ction or the p • mance of work. I am authorized to sign and obtain this development permit. D03 -347 Date: L23� 03 Print Name: I lac v 1 This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. Printed: 12 -31 -2003 City of Tukwila PERMIT CONDITIONS Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Parcel No.: 7340600602 Permit Number: D03 -347 Address: 12500 TUKWILA INTERNATIONAL BL TUKW Status: ISSUED Suite No: Applied Date: 11/10/2003 Tenant: DHS BUILDING - WALL 'Ml' Issue Date: 12/31/2003 1: ** *BUILDING DEPARTMENT CONDITIONS * ** 2: No changes will be made to the plans unless approved by the Engineer and the Tukwila Building Division. 3: All permits, inspection records, and approved plans shall be available at the job site prior to the start of any construction. These documents are to be maintained and available until final inspection approval is granted. 4: All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1997 Edition) as amended, Uniform Mechanical Code (1997 Edition), and Washington State Energy Code (1997 Edition). 5: Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. 6: ** *PUBLIC WORKS DEPARTMENT CONDITIONS * ** 7: Contractor shall notify Public Works Utility Inspector Mr. Greg Villanueva at (206)433 -0179 of commencement and completion of work at least 24 hours in advance. 8: Work affecting traffic flows shall be closely coordinated with the City Utilities Inspector. Traffic Control Plans shall be submitted to the Inspector for prior approval. 9: Flagging, signing and coning shall be in accordance with MUTCD for Traffic Control. Contractor shall provide certified flagmen for traffic control. Sweep or otherwise clean streets to the satisfaction of Public Works each night around hauling route (No flushing allowed). Notify City Inspector before 12 :00 Noon on Friday preceding any weekend work. 10: Any material spilled onto any street shall be cleaned up immediately. 11: A copy of the Certificate of Insurance Coverage (minimum of $1,000,000 naming the City of Tukwila as additionally insured). 12: A map which shows the haul route. 13: Hauling over 50 cubic yards shall require application for a Hauling Permit prior to any associated activity. 14: Clean and remove debris from City catch basin in and around hauling routes. Provide adequate temporary access as not to interfere with other vehicle movement or cause trucks to travel over curbs. All vehicles must make a complete stop prior to entering public right -of -way. 15: Business License with the City of Tukwila. 16: Temporary erosion control measures shall be implemented as the first order of business to prevent sedimentation doc: Conditions 003 -347 vonome Printed: 12 -31 -2003 off -site or into existing drainage facilities. 17: The site shall have permanent erosion control measures in place as soon as possible after final grading has been completed and prior to the Final Inspection. 18: From October 1 through April 30, cover any slopes and stockpiles that are 3H:1V or steeper and have a vertical rise of 10 feet or more and will be unworked for greater than 12 hours. During this time period, cover or mulch other disturbed areas, if they will be unworked more than 2 days. Covered material must be stockpiled on site at the beginning of this period. Inspect and maintain this stabilization weekly and immediately before, during and following storms. 19: From May 1 through September 30, inspect and maintain temporary erosion prevention and sediment at least monthly. All disturbed areas of the site shall be permanently stabilized prior to final construction approval. I hereby certify that I have read these conditions and will comply with them as outlined. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provision of any other work or local laws regulating construction or the performance of work. Signature: doc: Conditions City of Tukwila Department of Community Development / 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Print Name: f4yCj Le, D03 -347 Date: 1213 (b3 Printed: 12 -31 -2003 Site Address: I Z coo TvkLvl /a krnai7ona f 7/1 , Suite Number: Floor: Tenant Name: D /IS ,8U / New Tenant: .... Yes Property Owners Name: .5;12 / Co ' 2f 2.'�< ? Mailing Address: /22 - MAU fcc, er ia/ Once/ avd. 7i;kivi la - / AM-, ?8168- S72j City State Name: L �-� Mailing Address: /Z 7 Z u- /a — � /!‘ritec O4a.. / 1574, A u2i kc / �A- f8lbg - / 7---( Zip City State E -Mail Address: Fax Number: Company Name: Mailing Address: State Contact Person: E -Mail Address: Contractor Registration Number: Expiration Date: **An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Company Name: �Gc / ph. ,9Cc5 /e{" Day Telephone:C21 2 100 �! Mailing Address: Zip Contact Person: E -Mail Address: ;RECORD=All plans must he wet stamped piEngineer.ol ;Record Company Name: Mailing Address: Contact Person: E -Mail Address: \applications\permit application (3.2003) 3/2003 CITY OF TUKWILA Community Development bepartment Public Works Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 Applications and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or by fax. **Please Print* * U�l Ems., V\ / gyp zo IA/, ffl ri6le_ View t KVa / ��� e cdeo. ikv , cool Page I King Co Assessor's Tax No.: 73 y p r 6 � el 2 1 7 1 * State ..No Zip Zip City Day Telephone: Fax Number: City Day Telephone: Fax Number: 7 ;' - za7 E'veYatt01-, 98 001 City State Zip Day Telephone: C 425- 217 7 - X 7? Fax Number: 3 ?? tt&; tK�° a�YC{ �S'} �ki3= ' }ixzr " " .;�r_ ;ra' •.�rpntixtcf�p ,�, ..fix, rr, �. ' V ' i ,' ! i - m Z � �t' % •.. u r. 4 «ri',iC�:f�,�...,. �`t L ^4G�: t._ 2�•.: .4R'.,`�: �i ;r Z ,, t.*f�.h5 lylE y& i, r w. w "-iA �(ii s.T-, i�s9,+�i;. �. b kj" 1 k.` r' vv : . c,, : 4 1 4 5t„S 7- fir': t' i,. a t?�`..`, 4`�1 .. � I � wt o �j,+7,7�"} �+a 5� ta` ° ({ � �%'" t "r .�.•,��'�► � J 4�^{,K�1�ti; ��i�.. Xt ', �. �. j � T 1, I1 , ' -. { . .5r w -, . 40 ,,i \ '. ;t f ., A4# '' 1 tl.• ' ,-- t,,i, k . ... 1P1 S } 'f1 -, .,1 ?2 -.. �fTr, i ,,F Jf�" �t!' l'S''��"ti 1: ,'. :6.YN1:r :i •�i ..g9�h����'S; ..r..� �- �1"�.t >;.... tf�ti*.'+'}r'e�,'�:�.��., . 5r�.t : Valuat of Project (c3ntractor bid price): $ 5 Existing Building Valuation: $ Scope of Work (please provide detailed information): C_49 V'l' t.&G I (A)a i Iv( V v Vpplicationstpermit application (3-IO4I) 312003 Page 2 r L k-k-S t? IGl Will there be new rack storage? [] ..Yes ❑ .. No If "yes ", see Handout No. for requirements. roVtde All Building Areas >1a Sgaalre Fdgtage,Beli r ,t , "?.Floor.: Floor c: Floors ?Basement: Accessory Structures Attached Garage'. .Detached Garage, ` Attached; Carport.: ` Detached Carport; Covered "Deck • ,:Uncovered Deck :'Additiojt'titx Existiri • Structure : onstruction PLANNING DIVISION: Single - family building footprint (area of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches) *For an Accessory dwelling, provide the following: Lot Area (sq ft): Floor area of principal dwelling: Floor area for accessory dwelling: *Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence. Number of Parking Stalls Provided: Standard: Compact: Handicap: Will there be a change in use? [J ....Yes 0 ..No If "yes ", explain: FIRE PROTECTION/HAZARDOUS MATERIALS: 0.. Sprinklers ❑..Automatic Fire Alarm ❑..None (] . Other (specify) Will there be storage or use of flammable, combustible or hazardous materials in the building? ❑..Yes ❑..No If "yes", attach list of materials and storage locations on a separate 8 -1/2 x 11 paper indicating quantities and Material Safety Data Sheets. ❑ ...Total Cut ❑ ...Total Fill Scope of Work (please provide detailed information): \applications\petmit application (3-2003) 3/2003 Call before you Dig: 1- 800 - 424 -5555 Please:refer tofu ie- Bulletin` #1 for fees a'nd estimate sheet.' Water District ❑ ...Tukwila 0... Water District #125 ❑ ... Water Availability Provided Sewer District ❑ ...Tukwila ❑... ValVue ❑ .. Renton ❑ ...Seattle ❑...Sewer Use Certificate 0... Sewer Availability Provided ❑ .. Approved Septic Plans Provided ❑...Septic System - For onsite septic system, provide 2 copies of a current septic design approval by King County Health Department. Submitted with Application (mark boxes which apply): ❑ ...Civil Plans (Maximum Paper Size — 22" x 34 ") ❑ ...Technical Information Report (Storm Drainage) ❑ ...Bond ❑ .. Insurance ❑ .. Easement(s) Proposed Activities (mark boxes that apply): ❑ ...Right -of -way Use - Nonprofit for less than 72 hours ❑...Right -of -way Use - No Disturbance ❑ ...Construction/Excavation/Fill - Right -of -way Non Right -of -way cubic yards cubic yards ❑...Sanitary Side Sewer ❑ ...Cap or Remove Utilities ❑...Frontage Improvements ❑ ...Traffic Control ❑ ...Backflow Prevention - Fire Protection Irrigation Domestic Water ❑...Permanent Water Meter Size... ❑...Temporary Water Meter Size.. ❑ ...Water Only Meter Size ❑...Sewer Main Extension Public _ ❑ ...Water Main Extension Public _ ❑ .. Abandon Septic Tank ❑ .. Curb Cut ❑ .. Pavement Cut ❑ .. Looped Fire Line WO# WO# WO# Private Private ❑ .. Highline ❑ .. Work in Flood Zone ❑ .. Storm Drainage Page 3 ❑ ...Renton ❑ .. Geotechnical Report ❑...Traffic Impact Analysis ❑ .. Maintenance Agreement(s) ❑...Hold Harmless ❑ .. Right -of -way Use - Profit for less than 72 hours ❑ .. Right -of -way Use — Potential Disturbance ❑ .. Grease Interceptor ❑ .. Channelization ❑ .. Trench Excavation ❑ .. Utility Undergrounding ❑ ...Deduct Water Meter Size " FINANCE INFORMATION Fire Line Size at Property Line ❑...Water ❑ ...Sewer Monthly Service Billing to: Name: Mailing Address: Water Meter Refund/Billing: Name: Mailing Address: Number of Public Fire Hydrant(s) ❑ ...Sewage Treatment Day Telephone: City State Zip Day Telephone: City State Zip Unit „Typ e ,..:..: Qt y Untt T Unit Typ e Qty U nit Type: :. Qty ..:Boiler /Compressor:. H Qty Furnace <I00K BTU Air Handling Unit >= 10,000 CFM Other Mechanical Equipment 0 -3 HP /100,000 B Furnace>I00K BTU Evaporator Cooler 3 -15 HP /500,000 BTU Floor Furnace Ventilation Fan 15 -30 HP /1,000,000 BTU Suspended/Wall/Floor Mounted Heater Ventilation System 30 -50 HP /1,750,000 BTU Appliance Vent Hood 50+ HP /1,750,000 BTU Heat/Refrig/Cooling System Incinerator - Domestic Air Handling Unit <= 10,000 CFM Incinerator – Comm/Ind n f� T670 ' ?Xr r �. �, ,>y,t r- v' i r t b 1 �j l -a ` � a >fl r 1 t ar•. aa: .nti , ` '', r. w + i Y L. 1. v +�•A �a� t � .� : . tw it �. � 1!vt� 1. , i , ,.a • h+.r t� -F}l,. �a.. l,.'.�'.t.. �'`.x.. - ..t, ... MECHANICAL CONTRACTOR INFORMATION Company Name: Mailing Address: Contact Person: E -Mail Address: Indicate type of mechanical work being installed and the quantity below: BUILDING 0 R OR AUTHOR Signature: Z AGENT: Print Name: EI-n2/ 47a rV- Mailing Address: lb O IV( Ina `' irre Viet() e_(I) Jappticationstpermit Application (3.2003) 3(2003 Page 4 l�t 1 ' '.•L...• t•Y' S 4 Ta 'Yii Y SA i s rl F ti f� y �t •{ i • >�yk , �. L . n r s .�•s{�}, �. 'z • . � . ' L � ry ' ' ' �• i:�:':.�?i .e:0;(1 1iPI�'?' F.l ;.Ai_. .` . 'tti.�lrtii[•?,Vl, Cthl ;w•,. `.c;,�' '?1; State Zip City Day Telephone: Fax Number: Contractor Registration Number: Expiration Date: * *An original or notarized copy of current Washington State Contractor License must be presented at the time of permit issuance ** Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): Use: Residential: New .... ❑ Replacement .... ❑ Commercial: New .... ❑ Replacement .... ❑ Fuel Type: Electric ❑ Gas .... ❑ Other: PERMI TAPPLICATIOIO TE: Value of Construction – In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Permit Center to comply with current fee schedules. Expiration of Plan Review – Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The Building Official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. Date: (/ ” e 3 Day Telephone: (4 2 — / Z 5 - 1 ` 4° cn Ei/grie riva_ 4; zo City State tp Date Application Accepted: I Date Application Expires: Staff Initials: i QUANTITY IN CUBIC YARDS RATE Up to 50 CY Free 51 -100 $23.50 101 -1,000 $37.00 1,001 - 10,000 $49.25 10,001— 100,000 $49.25 for 1 10,000, PLUS $24.50 for each additional 10,000 or fraction thereof. 100,001— 200,000 $269.75 for 1 51- 100,000, PLUS $13.25 for each additional 10,000 or fraction thereof. 200,001 or more $402.25 for 1 200,000, PLUS $7.25 for each additional 10,000 or fraction thereof. • ., DEC 18 '03 03 :11PM TUKWILA DCD/PW ' - �OU B LIC WORKS BULLETIN 1A d'YPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees PROJECT NAME , t4-6 t'- NC-e7t n' rI-E PA ,r.1y t... ` uJau n� ` PERMIT # DO3 - 3`47 1. APPLICATION BASE FEE 2. Enter total cost for each improvement category: General (9( Erosion prevention Water Sewer Storm water '1 j Road /Parking /Access A. Total Improvements 6q5 3. Calculate improvement -based fees: B. 2.S% of first $100,000 of A. C. 2.0% of amount over $100,000, but less than $200,000 of A. D. 13% of amount of $200,000 of A. TOTAL PLAN REVIEW FEE (B +C +D) 5. GRADING Plan Review and Permit Fees $ Enter total excavation volume cubic yards Enter total fill volume cubic yards Use the following table to estimate the grading application fee. Use the greater of the excavation and fill volumes. Approved 09.25.02 Revised 03.18.03 Revised 05,1303 1 $250 (1) (4) (5) TOTAL PLAN REVIEW AND APPROVAL FEE DUE WITH PERMIT APPLICATION (1 +4 +5) $ o2 The Plan Review and Approval fees cover TWO reviews: 1) the first review associated with the submission of the application /plan and 2) a follow -up review associated with a correction letter. Each additional review, which is attributable to the Applicant's action or Inaction shall be charged 25% of the Total Plan Review Fee. . 2/13 r le/1;ii::4%4, QUANTITY in CY RATE 50 or less _ $23.50 51 -100 $37.00 101 - 1,000 $37.00 for 1s` 100 CY plus $17.50 for each additional 100 or fraction thereof. 1,001 - 10,000 . $194.50 for 1s 1000, plus $14.50 for each additional 1,000 or fraction thereof. 10,001 - 100,000 $325.00 for the 1 10,000, plus $66.00 for each additional 10,000 or fraction thereof 100,001 or more $919.00 for e 100,000, plus $36.50 for each additional 10,000 or fraction thereof, Approx. Remaining Years Pavement Overlay and Repair Rate (per SF of lane width) 20-15 (100 %) $10.00 15 -10 (75 %) $7.50 10-7 (50%) $5.00 7 -5 (33%) $3.30 5 -2 (25 %) $2.50 2-1 (10%) $1.00 0 -1 $0.00 ;DEC 18 '03 03:12PM TUKWILA DCD /PW P.3/13 .'UBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees 6. Permit Issuance /Inspection Fee (B +C +D) 7. Pavement Mitigation Fee $ — (7) The pavement mitigation fee compensates the City for the reduced life span due to removal of existing roadway surfaces. The fee is based on the total square feet of impacted pavement per lane and on the condition of the existing pavement. Use the following table and Bulletin 113 to estimate the pavement miti gation fee. Approved 09.25.02 Revised 03.18.03 Revised 05.13,03 2 8. GRADING Permit Review Fee $ -- (8) Grading Permit Fees are calculated using the following table. Use the greater of the excavation and fill volumes from Item 5. ' DEC 18 '03 03:12PM TUKWILA DCD /PW 9. TOTAL OTHER PERMITS A. Water Meter — Deduct ($25) B. Flood Control Zone ($50) C. Water Meter — Permanent* D. Water Meter — Water only* E. Water Meter — Temporary* * Refer to the Water Meter Fees in Bulletin 1 10. ADDITIONAL FEES A. Allentown Water (Ordinance 1777) $ B. Allentown Sewer (Ordinance 1777) $ C. Ryan Hill Water (Ordinance 1777) $ D. Special Connection (TMC Title 14) $ E. Duwamish $ F. Storm Drainage Mitigation $ G. Other Fees $. DUE WHEN PERMIT IS ISSUED (6 +7 +8 +9 +10) $ /6 ESTIMATED TOTAL PERMIT ISSUANCE AND INSPECTION FEE This fee includes two inspection visits per required inspection. Additional inspections (visits) attributable to the Permittee's action or inaction shall be charged $47.00 per inspection. Approved 09.25.02 Revised 03.18.03 Revised 05.13.03 UBLIC WORKS BULLETIN 1A TYPE C PERMIT FEE ESTIMATE PLAN REVIEW AND APPROVAL FEES DUE WITH APPLICATION PW may adjust estimated fees P.4/13 Total A through E $ (9) 3 Total A through G $_ (10) SUMMARY OF ESTIMATES TOTALS 1. GENERAL ITEMS ilt 2. EROSION PREVENTION /SEDIMENT CONTROL (TESC) 3. ROAD AND PARKING IMPROVEMENTS 4. DRAINAGE SYSTEM W" yip' 5. WATER SYSTEM 6. SEWER SYSTEM GRAND TOTAL / 150% Bond Quantity = (1.5)(GRAND TOTAL) 1 6,g The quantities above were calculated by: Ac,,,Z. N\o Lilef, Printed Name:C a V f, Signature: 2 4 ... - PE License u ► ber: za 7?7 Firm Name and Address: - "JL. PrVtf .J E\-- OGAAc Ce5 /620 g filAreltt. �J Q//t/. 5// .2c f t/�, wAt 78•0/ Date: l,, -/g- 03 Telephone Number: e./5 - c25? - Fax Number: (e/PS - ,2S q- 3a30 5 E -mail • D vN P_ e,et"-vnc_. . c � 'DEC 17 '03 03:55PM TUKWILA DCD /PW CITY OF TUKWILA Public Works Department 206- 433 -0179 DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY P.5/25 Approved Nov. 2002 1 GENERAL ITEMS Unit Quantity Unit Price Subtotals Clear /Remove Brush by hand Acre $1,320.00 Clear /Grub/Tree Removal Acre $6,820.00 Common Excavation CY $1.30 Tench Excavation CY $3.30 Embankment - Backfill and compact with select CY material $4.00 compact rench - Backfill and Borrow - Fill and compact CY $12.30 Gravel Base - Fill and compact CY $17.20 opsoil - Imported CY $17.60 Grading - Fine with a grader SY $0.80 Grading - Fine by hand SY $1.45 Fence - Cedar, 6' high LF $27.50 Fence - Vinyl coated chain link, 6' high LF $11.00 Fence Gate - Vinyl coated chain link, 20' wide EACH $990.00 Fence - Wildlife (NGPE & SAT) LF $5.50 passable Survey - Monuments EACH $110.00 Survey - Lot lines DAY $693.00 Survey - Line and grade DAY $561.00 Trail - 4" crushed cinder SY $7.15 Trail - 4" crushed surfacing top course SY $6.60 all - Gabion, 3' thick, no earthwork SY $106.70 all - Retaining, with earthwork SY $23.10 - , •(X) : b General Subtotal /30 Sales Tax @ GENERAL ITEMS TOTAL /Z .DEC 18 '03 03 :12PM TUKWILA DCD'PW Approved Nov. 2002 DEVELOPMENT BULLETIN IC ENGINEER ESTIMATE AND BOND QUANTITY 2 P.6/13 ..._ �._... r....... uaww- +avvavv4;ttitvYrin+�:ey}y�y:nY WWwcriWUw <u:ww. *r+n+4 TESC Unit Quantity Unit Price Subtotals Fence - Silt (installation and removal) LF $1.40 Fence - Temporary, drip line & NGPE/SAT) LF $1.10 1 ACRE $1,980.00 Hydroseeding, fertilizing, mulching ACRE $2,750.00 Seeding - By hand SY $0.40 Mulch - Straw, 3" by hand SY $0.55 Mulch - Straw, 2" by machine ACRE $2,200.00 $0.00 Fabric - Geotextile SY $1.65 Catch Basin Protection - Insert EACH $33.00 Catch Basin Protection - Geotextile a& rock EACH $22.00 Outfall - Silt trap or pond overflow EACH $660.00 Interceptor dike/swale LF $1.00 Hay bale silt trap EACH $55.00 Brush Barrier LF $0.30 Stabilized construction entrance - 15' by 50' EACH $1,155.00 Stabilized construction entrance - 15' by 100' EACH $1,980.00 Pipe slope drains LF $2.20 Level spreader IF $1.65 Silt Trap EACH $550.00 Silt Pond EACH $1,650.00 p r TESC Subtotal Sales Tax 018.8% TESC TOTAL ' •DEC 18 '03 03 :13PM TUKWILA DCD /PW Approved Nov. 2002 DEVELOPMENT BULLETIN IC ENGINEER ESTIMATE AND BOND QUANTITY 3 P.7/13 ROAD & PARKING IMPROVEMENTS I Unit Quantity Unit Price Subtotals AC Grinding - 4' machine SY $7.70 AC Removal /Disposal /Repair SY $88.00 Curb - Extruded asphalt LF $2.20 Curb - Extruded concrete LF $2.20 Curb & Gutter - Vertical LF $7.70 Curb & Gutter - Demolish/Dispose LF $11.33 Sidewalk - Concrete - Demolish/Dispose SY $24.75 Sawcut - Asphalt, 3" deep LF $1.43 Sawcut- Concrete, per 1" depth over 3" LF $1.21 Sealant - Asphalt LF $0.77 Shoulder - CSTC TONS $16.50 Sidewalk - Concrete, 4" thick with 4" CSTC SY $22.00 Sidewalk - Concrete, 5" thick with 4" CSTC SY $26.40 Striping - 4" reflectorized LF $0.28 Striping - per parking stall EA $3.00 Thickened asphalt edge LF $5.17 Pavement Markings - Channelization arrows EACH $82.50 Signs - Traffic Channelization EACH $55.00 Overlay - Asphalt concrete - (2.05 tons/CY) TONS $44.00 Pavement - Asphalt concrete, <300 tons (2.05 tons/CY) TONS $41.80 _ Pavement - Asphalt concrete, >300 tons SY $35.20 Asphalt treated base (ATB) - (2.05 tons/CY) TONS $38.50 CSTC- (1.85 tons/CY) TONS $16.50 CSBC- (1.85 tons /CY) TONS $16.50 Gravel base (1.85 tons/CY) TONS $9.90 Geotextile fabric - Structural $1.65 Guard rail LF $22.00 $0.00 Pavement markings - Raised, Type 1 EACH $3.30 Arrows - Thermoplastic EACH $82.50 Lane marking - Thermoplastic LF $3.30 Sign - Stop 30 "x30 ", VIP grad EACH - $82.50 Sign - Street name, 9" X length, 6" letters EACH $44.00 Signs - Miscellaneous traffic EACH $38.50 _ Median - Non- traversible, C curbing EACH $5.50 Barricade - Type III IF $33.00 Traffic signal - Fully actuated (includes design) EACH _ $220,000.00 • 'DEC 18 '03 03:13PM TUKWILR DCD /PW Approved Nov. 2002 DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY 4 P.8 /13 ,!4:4 ,, G`n3 • •DEC 18 '03 03:13PM TUKWILA DCD /PW Approved Nov. 2002 DEVELOPMENT BULLETIN IC ENGINEER ESTIMATE AND BOND QUANTITY 5 P.9/13 Street light - City -owned Sales Tax @ 8.8% Road & Parking Subtotal ROAD & PARKING TOTAL CSTC - Crushed surfacing top course CSBC - Crushed surfacing base course EACH $5,500.00 I DRAINAGE SYSTEM Unit Quantity Unit Price Subtotals InlettYard Drain Each $385.00 C atch Basin -Type I Each $935.00 Catch Basin -T re 2 48" Each $1 430.00 Add for death over 4' •er foot Feet $352.00 Catch Basin - Type 2 54" Each $1,595.00 Add for depth over 4' per foot Feet $407.00 Catch Basin -Type 2, 60" Each $1,760.00 Add for depth over 4' per foot Feet $341.00 Catch Basin - Type 2, 72" Each $2,420.00 Add for depth over 4' per foot Feet $572,00 Cleanout, PVC, 4" dia. Each $94.60 Cleanout, PVC 6" dia. Each I $126.50 Cleanout, PV • . Each $156.20 Drain pipe, PVC, 4" IF $4.95 Drain pipe, PVC, 6" LF $7.156 Drain pipe 8" LF $8.80 Storm pipe, Concrete, 8" LF $16.50 Storm pipe, Concrete, 12" LF $19.80 Storm pipe PVC IF LF $8.80 $16.50 Storm • i • e PVC 12" Storm pipe, PVC, 15" LF $20.90 Storm pipe, PVC, 18" LF $25.30 Storm pipe, PVC, 24" LF $33.00 Storm pipe, CMP, 8" LF $11.00 Storm p pe, CMP, 12" LF $1 6.50 Storm pipe, CMP, 15" IF $20.90 Storm pipe, CMP, 18" IF $24.20. Storm pipe, CMP, 24" LF $33.00 Storm pipe, CMP, 30" LF $42.90 Storm pipe, CMP, 36" LF $71.50 Storm pipe, CMP, 42" LF $88.00 Storm pip_CMP, 48" LF $93.50 Storm pipe, CMP, 60" LF _ $137.50 Storm pipe, RCP, 15" LF $25,30 Storm pipe, RCP 18" IF $30.80 Storm pipe, RCP, 24" IF $44.00 Storm pipe, RCP, 30" LF $71.50 Storm pipe, RCP, 36" LF $93.50 Storm pipe, RCP, 42" IF $115.50 Storm 'i.e RCP 48" LF $126.50 Storm pipe, RCP, 60" LF $181.50 Pond Overflow Spillway SY $8.80 • ',DEC 18 '03 03:14PM TUKWILA DCD /PW Approved Nov. 2002 DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY 6 P.10/13 Restrictor - OWS, 12 Each $880.00 Restrictor - OWS, 15" Each — $990.00 Restrictor - OWS, 18" _ Each $1,155.00 Restrictor - OWS, 24" Each $1,430.00 Trash rack, 15" Each $203.50 Trash rack 18" Each $231.00 Trash rack, 21" _ _ _ _ Each $264.00 Trash rack, 24" Each $330.00 Riprap, Light, Loose Tons $66.00 • uar S • alls 4" to 8" Tons $49.50 Trench - Infiltration, der 100 feet Feet Perforated stub -out system Each `french - Flow dispersal, per 100 feet Feet Sign - Stormwater Facility Each $330.00 Drainage System Subtotal Y/2 .j State Sales Tax 8.8% DRAINAGE SYSTEM TOTAL 9+1 °DEC 18 '03 03:14PM TUKWILA DCD /PW Approved Nov. 2002 DEVELOPMENT BULLETIN IC ENGINEER ESTIMATE AND BOND QUANTITY 7 P.11/13 WATER SYSTEM ,... Unit Quantity Unit Price Subtotals f Water Main - Ductile iron, CL 52, 6" LF Water Main - Ductile iron, CL 52, 8" LF Water Main - Ductile iron, CL 52, 10" LF Water Main - Ductile iron, CL 52, 12" IF Gate Valve, 6" EACH Gate Valve, 8" EACH Gate Valve, 10" EACH Gate Valve, 12" EACH Fire Hydrant Assembly, With guard posts EACH $1,200.00 Fire Hydrant Assembly, Without guard posts EACH $950.00 Air -Vac, 8" EACH ,Air- -Vac, 10" EACH Air -Vac, 12" EACH PRVA, 8" EACH PRVA, 10" EACH PRVA, 12" EACH Backflow — Irrigation Backflow — Fire Line Backflow — Water supply Water System Subtotal Sales Tax @ 8.8% WATER SYSTEM TOTAL DEC 1.8 '03 03: 14PM TUKWILA T)CD/PW DEVELOPMENT BULLETIN 1C ENGINEER ESTIMATE AND BOND QUANTITY P.12 /13 8 .. .DEC 18 '03 03:14PM TUKWILP nCD /PW DEVELOPMENT BULLETIN IC ENGINEER ESTIMATE AND BOND QUANTITY 9 P.13/13 'u::iea:i:ali:•;�.tw.o , � ^- s...?> -� �n'S:+'r'�i.r:;w'�'.4+ni slid � ��.:i:wsna w:Y... _.. .. , .,.. .,..._.i»... .. .,.. �w+a«.... �y3':r', u,'c,Sb:.:r'. SEWER SYSTEM Unit Quantity Unit Price Subtotals SSS, PVC 4" LF $5.50 $55, PVC 6" LF $8.25 SSS, PVC 8" LF $11.00 Sewer pipe, PVC, 8" IF $27.50 Sewer pipe, PVC, 12" LF $33.00 Sewer pipe, PVC, " LF $0.00 Manhole, 48" EACH $1,430.00 Additional depth over 4' per foot FEET $352.00 Manhole, 54" EACH $1,595.00 Additional depth over 4' per foot FEET $407.00 Manhole, 60" EACH $1,760.00 Additional depth over 4' per foot FEET $451.00 Manhole, 72" EACH $2,530.00 Additional depth over 4' per foot FEET $572.00 Grease Interceptor Sewer System Subtotal Sales Tax @ 8.8% SEWER SYSTEM TOTAL .. .DEC 18 '03 03:14PM TUKWILP nCD /PW DEVELOPMENT BULLETIN IC ENGINEER ESTIMATE AND BOND QUANTITY 9 P.13/13 'u::iea:i:ali:•;�.tw.o , � ^- s...?> -� �n'S:+'r'�i.r:;w'�'.4+ni slid � ��.:i:wsna w:Y... _.. .. , .,.. .,..._.i»... .. .,.. �w+a«.... �y3':r', u,'c,Sb:.:r'. City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 Z RECEIPT W • c4 2 Parcel No.: 7340600602 Permit Number: D03 -347 -' U Address: 12500 TUKWILA INTERNATIONAL BL TUKW Status: APPROVED N o Suite No: Applied Date: 11/10/2003 . w i . Applicant: DHS BUILDING - WALL 'Ml' Issue Date: -J F- W O . 2 Receipt No.: R03 -01577 Payment Amount: 145.75 N < Initials: SKS Payment Date: 12/31/2003 01:44 PM H = User ID: 1.165 Balance: $0.00 Z I- i-O Z !- U O N O I— W — TRANSACTION LIST: F = .. v Type Method Description Amount u,- .. Z Payment Check 91104 145.75 W 0 U= 0 Z Payee: ACCOUNT ITEM LIST: Description doc: Receipt SABEY PROPERTIES LLC BUILDING - NONRES PW PERMIT /INSPECTION FEE STATE BUILDING SURCHARGE Account Code Current Pmts 000/322.100 000/342.400 000/386.904 125.25 16.00 4.50 Total: 145.75 6137 .12/ 51. (0716 TOTAL 6151.39 Printed: 12 -31 -2003 Parcel No.: Address: Suite No: Applicant: Receipt No.: R03 -01566 Initials: LAW User ID: 1630 Payee: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 7340600602 Permit Number: 12500 TUKWILA INTERNATIONAL BL TUKW Status: Applied Date: DHS BUILDING - WALL 'Ml' Issue Date: SABEY PROPERTIES LLC TRANSACTION LIST: Type Method Description Payment Check 91010 PW BASE APPLICATION FEE PW PLAN REVIEW RECEIPT Account Code 000/322.100 000/345.830 Payment Amount: Payment Date: Balance: Amount 266.00 Current Pmts 250.00 16.00 Total: 266.00 D03 -347 PENDING 11/10/2003 266.00 12/29/2003 03:33 PM $145.75 6053 .12/30 9716 TOTAL 3309.00 Printed: 12 -29 -2003 Payee: TRANSACTION LIST: ACCOUNT ITEM LIST: Description doc: Receipt City of Tukwila 6300 Southcenter BL, Suite 100 / Tukwila, WA 98188 / (206) 431 -3670 z RECEIPT m i -W re 2 JU 0 J = F- W Receipt No.: R03 -01356 Payment Amount: 81.41 g Q Initials: SKS Payment Date: 11/10/2003 03:20 PM z w User ID: 1165 Balance: $129.75 Z H F- O z F-- Parcel No.: 7340600602 Permit Number: D03-347 Address: 12500 TUKWILA INTERNATIONAL BL TUKW Status: PENDING Suite No: Applied Date: 11/10/2003 Applicant: DHS BUILDING Issue Date: Lu U � O N F- W W Type Method Description Amount F' 0 Payment Check 90271 81.41 l..Z = O 1— Z SABEY PROPERTIES LLC PLAN CHECK - NONRES Account Code Current Pmts 000/345.830 81.41 Total: 81.41 4579 11./12 9716 TOTAL 4362.00 Printed: 11 -10 -2003 • INSPECTION RECORD Retain a copy with permit 'INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 981 88 -Approved per applicable codes. (206)431-3670 Project: \AS Special Instructions: Type of Inspection: Nvvt( Date Called: I s.01)...09 Date Wanted: a.m. P.m. Requester: Phone No: El Corrections required prior to approval. COMMENTS!' Ok A - 0 \VvA • Inspector(' \US) 1. 3 Date: 1 $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at t300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: COMMENTS: Type of Inspection ' ! `1 l�v Addrress: 12-boo - Ft ‘f. Date Called: q / 20 /oy /2/ PVI c-% kl o ( ) — Date Wanted: % , a.m. P.M. Requester: < �a (5 q i.Aliot• f (M c (Are.4 \ Phone No: 3 751? . , 9(2)4o q ._f,,,,j) tv-v, 9114)4 (.-e. ,k (. in c. 4 ((.to I4Q- ��� 4 -F,A,-4 Q,0.3t6) .[1/4-4,S cF win, Proiec> 2 Type of Inspection ' ! `1 l�v Addrress: 12-boo - Ft ‘f. Date Called: q / 20 /oy Special Instructions: W 1 , 1' / Date Wanted: % , a.m. P.M. Requester: < �a (5 Phone No: 3 751? . L" 50 C Pw INSPECTION NO. INSPECTION RECORD Retain a copy with permit Do3- 397 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. ❑ Corrections required prior to approval. i Inspector: Date: $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: , Type of Ins ection: 0 dfr Address: Date Cal ed: Special Instructions: Date Wanted: 7•■•• 74197 6 Requester: Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERM (206)431 -3670 0,_. Approved per applicable codes. El Corrections required prior to approval. $47.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. COMMENTS: LA, (A,.. Inspector: Date: 7qi97 Receipt No.: Date: Pr t: ` yvt Type of Inspe on: Addr s ? l Date Called Special Instructions: Date Wanted: /'f O� ( m. t 1 D f P.m. Requester: ----t, DMACa -'. Phone No: 7 . 0 ✓ >1. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 El Approved per applicable codes. PERMI (206)431 -3670 Corrections required prior to approval. COMMENTS: 7 f , c 4 i7r t /J r Date: 7/e/ $47.00 REINSPECTION E REQUIRED. Prior to inspection, fee must be paid at 6300 Southcen r Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: Project: Type of I � e r d re; "6 �) Address: / 2.-5C2D 7713 Date Called: ` Special Instructions: Date Wanted: 7 '] ! • Requester: r Phone No: INSPECTION RECORD Retain a copy with permit INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERM (206)431 -3670 l4Approved per applicable codes. COMMENTS: El Corrections required prior to approval. .11 El $47.00 REINSPECTIO ' FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • P t. �> r y i�(( Type of I, p ction: • ` k? .. Address: 1 A SIX) f , I i ate Ca led: i 1 / y Special Instructions: Of G�� ` ( Date Wanted: em p .m. I ( p,ki' Reue r :L D Phone o: 2 Z t —' 730 - cO6 71 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206)431 -3670 Approved per applicable codes. El Corrections required prior to approval. COMMENTS: Inspector:'`. ` VOA/J-1— Date: S -D $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: M 4 MODULAR BLOCK WALL DESIGN INS SEATTLE DISTRICT OFFICE TUKWILA INTERNATIONAL BOULEVARD TUKWILA, WASHINGTON FILE, COPY February 26, 2003 PREPARED FOR SABEY CORPORATION E- 2579 -44 RECEIVED ^rri• ^r T•l IKWU 4 NOV 1 0 2003 , cN IER Earth Consultants, Inc. 1805 - 136th Place Northeast, Suite 201 Bellevue, Washington 98005 (425) 643 -3780 Toll Free 1- 888 - 739 -6670 CITY OF TUKWILA APPROVED DEC 3 0126003N AS NWED BUILDING DIVI ON 3w3 07 •s �s� rrd.t ax •.,,fids�`t.,at�'A.5st�t, ott Earth Consultants, Inc. (kY)I(r11111(111 lit 1>;kl(Y'rs. (xr)I(y;iSIS & Iit1\ir(,I1n1('tuilI - 'keiItills (i )nsmicii< & 1(11): w,\I ( >Ins)x'(ii(n) 5(•rvi((s February 26, 2003 E- 2579 -44 Sabey Corporation 12201 Tukwila International Boulevard Fourth Floor Seattle, Washington 98168 -5121 Attention: Mr. Ralph Hagler Subject: Dear Mr. Hagler: Modular Block Wall Design INS Seattle District Office Tukwila International Boulevard Tukwila, Washington Established 1075 In accordance with your request, Earth Consultants, Inc. (ECI) has prepared this modular block wall design for the proposed site development. We understand mechanically stabilized earth (MSE) fills and modular block wall construction is being considered throughout portions of the site. The modular block wall heights and MSE fills could be on the order of ten (10) to twenty -six (26) feet in some areas. Our scope of services included review of the grading plan prepared by David Evans and Associates, engineering analysis, and preparation of the attached drawing. This design includes the attached drawings with recommendations for construction of the MSE walls, as well as recommendations for seven and one half foot and ten foot high gravity walls. MSE and Modular Block Wall Design The design calculations for the MSE Wall and gravity modular block walls are included in Appendix A. The reinforcement schedule and recommendations for the wall construction are presented on the attached sheets SM1 and SM2. The soil parameters used in the design assume the reinforced fill soils will be compacted to the specified relative compaction of 90 percent of the maximum dry density as determined by the Modified Proctor Method (ASTM D- 1557 -91). The wall design assumes drainage is provided, and that hydrostatic pressures will not be allowed to mobilize. Additional drainage other than what is shown on the drawings may be necessary, depending on soil and groundwater conditions observed at the time of construction. The drainage shown on the drawings is a minimum requirement. The installation of sheet drain may be necessary along the contact between native cut and the reinforced fill zone, if groundwater seepage conditions are encountered. ECI should observe the MSE and modular block wall construction on a full -time basis. Supplement recommendations for drainage will be made by ECI, if necessary. 1805 136th Place N.E., Suite 201, Bellevue, WA 98005 Bellevue (425) 643 -3780 FAX (425) 746 -0860 Toll Free (888) 739 -6670 Sabey Corporation February 26, 2003 For the MSE and modular block wall construction, a traffic surcharge of two hundred fifty (250) pounds per square foot (psf) was assumed. The design should be reevaluated by ECI for other surcharge loading conditions, where applicable. For the gravity walls, traffic surcharge loading was not included, assuming that the gravity walls will be constructed above the driveway areas or in the vicinity of the storm water detention pond. If the surcharge loading will apply to the gravity walls, ECI should reevaluate the design. Global stability of the proposed walls and fill areas was assessed in the geotechnical engineering study prepared by ECI (see Geotechnical Engineering Study E- 2579 -44, dated February 20, 2003). Global stability was assessed for both static and seismic loading. Adequate factors -of- safety were calculated for the static and seismic loading. We trust this design meets your current needs, and the submittal requirements. If you have any questions or need additional information, please contact us. Sincerely, EARTH CONSULTANTS, INC. 2. 2.6(0:1 lEY+:; IRF.S 7 /25k/ 2005.._ Raymond A. Coglas, P.E. Kyle R. Campbell, P.E. Project Manager Principal RAC /KRC /csm Attachments: Appendix A - Calculations Sheets SM1 and SM2 Earth Consultants, Inc. E- 2579 -44 Page 2 iH w CL W M J U. 00 . (0 W2 • J I_. w 0 u_ APPENDIX A - w' z i--. CALCULATIONS w w E- 2579 -44 0 • w L Z ' LLI ow E-_ •0H Z Earth Consultants, Inc. 2 3 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 38 37 38 39 40 41 42 43 44 45 PROJECT TI\35-, Earth Consultants Inc. Ge technical Engineers. Geologists h Environmental Scientists i7 • d , . ; 1G - r■S- L.Dc,. -1I X7.5 11 i COMPUTED BY DATED 2 . I 2 CHECKED BY DATED PROJECT NO. 257'1 'AI 4 SHEET t OF t SUBJECT P -t-. c ,; \ log VIA $ .-, 71 •- ."`: ( itote Ho " ' A6. lalf 31iLtai: `si� '0 4414.0.4. Earth Consultants Inc. (A9nr1'lut1Cnl Iinµlnr•rrs. Cr•r dngisis & I•:m'immnwrVnl Sc1rnitsis PROJECT ' � S v S■1 = 4 COMPUTED BY DATED CHECKED BY DATED PROJECT NO. 7s7 " 9 SHEET 2 OF , t SUBJECT 45 73 1010 \2 1. bii.. 2)2.6 cs le go 2,q 6o C� l \ t_I- .�, (qs' -- IL`s r • n • ;,► ot • i I k u .ten :lc s (r r t P .'4 p,VA . .".-�r _: �1 . c.3 ., �.11�:2 x.:`ta::ni:au .r.t. i.. .µ -r u t�„ ,.,.wr.;fd4.w,a.l,..s;a1�o.G,�. r.,asa: �l ?K!tx�:�� ..W';x1 ,.k 2 3 4 5 8 7 8 9 Z-7. s' 1 . 1\ J i .n , w. , ...iVK�I . , �a•.Trc ��.r..� ' vr Earth Consultants Inc. Gerarhnkvl Engineers. Gtlloµlsls h LnvIronnienml Scientists PROJECT COMPUTED BY DATED CHECKED BY DATED PROJECT NO 2 -Sx1 SHEET OF H SUBJECT Earth Consultants Inc. COMPUTED BY DATED CHECKED BY DATED PROJECT NO.2- ? H 4 SHEET 1 OF 11 PROJECT SUBJECT GersettinIcml Engineers. Gl•ukogists & I•:nvIrtr mental Scientists 1 ) 1 I + 11 of E i _%_.. ..{ i j i t e .4 r I ; .,.•.: i.+- . .•+..n.. • n,•• AY OWV.I ..,.o... , ..+b,. w.:%,. t—H- w w .rtwu,..w Swm:(w ff I V • . f 7 I r t 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 4. PROJECT • • I ; Earth Consultants Inc. G •t,I hnk.i l Engliwt•rs. G l gists h Em InH,niental Selettllsts • ck -cL; I .. _a.. __.¢.......,.... ,........ _.1 .. ... : ........... ... I Z ' • l 1 i I ; t N ; VOL' Oi ck WG-1 4E•i COMPUTED BY DATED CHECKED BY DATED PROJECT NO. 2 .-S -1 1 - 94 SHEET - OF SUBJECT 20 CSek i 7_.... i., ..a. ...i.. f r i 1 1 ' ' i .. l . t .... . l l , i ; , ; ; s j , 4 _ _. rt.••,.... •.a a - ..Y .+:x' +..4.$-. s rO ` a:... e4M✓ ir�a1✓ us0•.. • i.eK . .•.'..Lgwr.rn'wv.... ...p n.. faC? ?(. 4 n: .• .. .. •... • . . ••._ ), . ,r. 4 . . .i: N . 1 w t i ! i ' 1 1 A n I I 1 .. .. '. ' _ .. ; .. ' t.... f. J 12.5 11. 't_S 3 .)5 2•s i t t . I .. .. 4 . ...• ..._ , .. . 9 8 7 c 6 .1. 3 .. •, M • r� it • 43 44 45 Earth Consultants Inc. (It4SIt•CI1111f0I Ihtµlnet•rs. Gtvdugl.sls & linviruntrx•nlul ScIenlists a 0_,k,..44-4e._ Pro, Maw C- cp.\ %23CC9.-- X ,C; - ; /L.; . x ■* •Ai • COMPUTED BY DATED CHECKED BY DATED PROJECT NO. 2-C74 1 -1 4 4 ( SHEET e OF t SUBJECT • U . 1 cA-e - c,k �,ScY1 Cc� `c.� •.'�' Pp • C 3? - n .10 • t3s . ( 7. .55-t. 1 � w. �H-.. rri... +r..n.r....•+.'.�vrla...nr�jror l . .rl�. t r.r..f� M = 0, 4(9.67 o • 2,s C.V.1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 38 37 38 39 40 41 42 43 44 45 Earth Consultants Inc. Ce•okvintlehl Engineers. C oIoglsts & Environmental S(•Ienllsls PROJECT • C,k - St zgr C. L : c_ (F + + 2 ) 4 s - + 15' 31 y 5 779 3 c A , gZ7 !Lb f • • V"R cry,. - \t.•L. 17,5 " • l3.5`.?c.4 1 *2 , 60 L i/ _ 3`l,$z ? 'Lb _ i _ ......`_-- =. .--- ..... � 14,_•4.... .. It.w w.frr....i�.�:re... -.rf.r,m.f..w+, m'.:rn•tr +..,Y+ ^.`.u1 e{LC • -ri• , • i 1 r i COMPUTED BY DATED CHECKED BY DATED PROJECT NO 2-9 -7e1 -�� SHEET 7 OF I SUBJECT 3a 6 . 7ro �.� 'Tcy • , i I . 2 3 4 5 8 7 8 PROJECT • Earth Consultants Inc. (Nrnlrhnlc:d 191gIi t rs. (arllogIsts A l•n Inxunlrual scIlvllislti CY\ Y 1 .... . .. . .I... .'.- .....•V. l ... :..w.• ,...Y. , ....S Yn.ryr • COMPUTED BY DATED CHECKED BY DATED PROJECT NO. 2 S) '' L{ SHEET a OF \ I SUBJECT I z. = kY\ ._ 1G �1•� ± 1 S• 13:75 + 15 . 1317.5 " 5,743• 163 �i X21 %-4t- 2)% � 1 -ie&,bzt1�- t O . • • ,,. :.414...: is.,. t.:+✓ iu, UyA. e. rc. ni, Ya:: 4tLn1» r'+ wvwm ,.... .. - ..... ) ROJECT H "LS . S s l�l o n231 Earth Consultants Inc. GtvNtrlutkill Engineers. Geologists & Environmental scientists 1 025 1 30373 9 1 263 6s7 1.0°5\ COMPUTED BY DATED CHECKED BY DATED PROJECT NO 1 1"I9 SHEET q OF SUBJECT 4�1�75� 367 (,O7,Vo 255 i 1-I 17 4 I cl o 32. 4co 125I6Z. 11, 1 -(sd S32'D7 r ho 1 ZI say I -1861S i 3zk cci • ©.... 4�'LISoi�C�y • 1,� 3 l.- 1. 11 L Z. 1 � t 1G / 1LI 1Z 1 \O t a' 2 3 5 8 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 PROJECT SUBJECT 2 .S' Jr ,� 12,5- 2.3.- A sH- i cr 1-'! - 7_7.s 9 ?. o.s . 0,3 . , (27,sg \L g,s4 ` CCce.. La=1M -r � 5� Earth Consultants Inc. Ge•ote•chnte,tI Engineers. Gok)gLsls a4 l:nvIronn nrtl Sck•ntlsts Le( . I9,w' 7 Co 11.q ( 9 1 r7 ( tt,5 1 •' • �bN COMPUTED BY DATED CHECKED BY DATED PROJECT NO.Z 7 _'k '1 SHEET t 0 OF o ao t 3S . 4 14t% (L!/ `c��..= .... W e 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 A Earth Consultants Inc. (:e•nhrhnlr l linglnt•e•rs, (;•t & litivirunent•nial Scientists PROJECT i (DOS • Cir.:, 1 • 7-6: !IN , 0 COMPUTED BY DATED CHECKED BY DATED PROJECT NO 1' W I SHEET OF I SUBJECT Z7tS = 3,712 l-{ 1 ; T 1 + 1 4 i 1 i ¢ .a.u .�.nr,�.mu•�... w.� +.•�w)frw.h�w•i �.u.T.n «•. w...,.�.w.r.,jc •...w+�A�.r �wJt.:..•.ry+n r ..c• •. �•.. yofi ....J1.M� +.•nl, +��w:w.•.,.: a.x� t • t I 1 r+ ' i • 1 • 1 1 i • i • i 1 ; 1 i I 1 ; • a i • Project Description: INS Building ECI Job No. E- 2579 -44 February 26, 2003 Wall height will be 7.5 feet maximum Grade above wall will level The blocks will consist of Lock - Blocks manufactured by "Ultra- block" which have typical dimensions of 2.5 feet high, 2.5 feet wide, and 5.0 feet long Soil Conditions: Gravity Wall Calculations 7.5 Foot Wall Wall backflll will consist of native and imported silty SAND with gravel Soil in front of wall will be native soil The area below wall will be level Lock -Block Wall Dimensions Height of wall -- 7.5 feet (three blocks high) H =7.5 Wall batter measured from vertical -- wall vertical, no batter a : =0•deg Wall embedment H emb : =2 Exposed vertical wall height H := H N ,•cos(a) — Hemb Bottom width of wall B =S Design wall height H: =He +Hemb +B b•sin(a) Top width of wall B t : =2.5 Inclination of ground slope behind wall measured from horizontal plane P : =0•deg Inclination of back of wall measured clockwise from horizontal plane atan B b _ B t - 18.43 cdeg 0 := 90 + a — 18.43 H 0 = 71.57 H e = 5 H= 7.5 z z re O 0 w 0 w = J F- N w O g u_ - C� = w z �. 1-- 0 . z 1— W uj D O_. O • - O W H r- -- 0 Lll Z u U = O F z t Determination of Earth Pressures and Surcharge Loading Backfill soil unit weight y : = 135 Z Z . ar t : UO Friction angle of retained soils 4) := 30•deg Inclination of back of wall measured from horizontal plane 0 :=71.57.deg Angle of Backfill to Wall Interface with Soil W :=- 2.74•deg Wall batter measured from the vertical a : =0•deg Friction between concrete Lock -Block and soil 8 := 28•deg K =.33 Resultant of active earth pressure K 2 a y•H P ;= 2 Horizontal Component of P PH:= P•cos(90•deg— 0+8) Vertical Component of P P P•sin(90•deg— 0 +8) P = 1252.97 P H = 863.6 P v = 907.82 Mass Unit Area x'l y'l Weight Mass Moment x' Mass Moment y' Sq. ft ft ft k/ft k- ft/lin foot k- ft/lin foot Block 1 12.5 2.5 1.25 1.75 4.375 2.19 Block 2 6.25 1.25 3.75 1.75 4.375 6.56 Block 3 6.25 1.25 6.25 0.875 0.9375 5.47 Soil 1 12.5 3.75 5 1.5 5.6 7.5 Total 16.25 5.875 15.2875 21.72 x' 2.60 y' 3.70 Evaluation of External Stability Calculate Center of Gravity for Wall by taking moments of all resisting masses about the toe of the wall and then dividing sum of resisting moments by weight of wall in x'y planes: Horizontal distance of "0" measured from toe in xy' coordinates x' := 2.60 Vertical distance of '0' measured from toe in x'y' coordinates y'. = 3.70 Weight of wall and soil resisting overturning W : =5875 Horizontal arm of W measured from toe in XY planes a:= cos(a)•(x' - y'•tan(a)) a = 2.6 Vertical arm of PH measured from toe In XY planes b := H B b•sin(a) b = 2.25 3.34 Horizontal arm of Pv measured from toe in XY planes • e : =B b•sin(90•deg- a) - .3 3.34 •tan(90•deg- 0) e = 4.25 Evaluation of Overturning Stability Resisting Moment M R := W•a+ P Ve Driving Moment Md, =P Factor of Safely against overturning M FS = d Seismic Driving Moment M ds (P H •b) + 1139+ 427 Factor of Safety against overturning M F S os M ds M R = 19134.78 M d = 1939.21 FS o = 9.87 M d = 3505 FS os = 5 Evaluation of Sliding Stability Coefficient of friction between wall and foundation soil F := tan(S) Reaction at the base of wall N:= W•cos(a) +Pvcos(a) +PH•sin(a) K := 350 Sum of forces providing resistance to sliding F r := N• F+ W •sin(a) + P v •sin(a) + K p • H emb Sum of forces driving the wall in sliding F d : =P H•cos(a) Factor of Safety against sliding F FS s '_ Fd Seismic Sum of forces driving the wall in sliding F d := (P H•cos(a)) + 1139+ 427 Factor of Safety against sliding F r FS ss '_ F ds F = 0.53 F r = 4306.49 F d = 863.6 FS s = 4.99 F d = 2429.6 FS = = 1.77 Evaluation of Bearing Capacity and Foundation Stability Width of wall footing B f : =B b +0.5 Soil unit weight for bearing soil y : = 135 Friction angle of bearing soil = 34•deg Soil cohesion c ; =0 Surcharge q ' =yP emb+ 0.5) q = 337.5 Bearing Capacity Factors from table 4.4.7.1A, AASHTO 1996 N •42.16 N ; =29.44 N Y ; =41.06 Ultimate Bearing Capacity q ult := c•N +0.5•y•B fN +q•N Allowable Bearing Capacity q ult gall 3 q ult = 25179.53 q all = 8393.18 itricity and Bearing Pressures amming moments about the center of the footing base := W•cos(a) - - P v •cos(a) -F P H •sin(a) � ;= N•cos(a) Fi N•sin(a) Tizontal distance of normal force from toe W•a•{- Pie -PH•b N� f N X = 2.54 ;centricity of the base reaction from the center of base of wall measured mg the plane parallel to the base of the wall B b X x 2 cos(a) e x = - 0.04 4b =1.67 X -2.54 Bb- X 2-B b -246 - 333 3 cos(a) cos(a) 3 Bb< X and B b- X ,.. -13 3 cos(a) cos(a) 3 1.67 52.54 and 2.46 53.33 aximum bearing pressure N 6. e x gmax' = B b 1 + Bb I nimum bearing pressure N 6.ex g min ;— 1 Bb Bb q max = 1299.32 g min = 1413.81 N = 6782.82 v = 6782.82 NH= 0 4 Gravity Wall Calculations 10.0 Foot Wall Project Description: INS Building ECI Job No. E- 2579 -44 February 26, 2003 Wall height will be 10.0 feet maximum Grade above wall will be level The blocks will consist of Lock - Blocks manufactured by "Ultra- block" which have typical dimensions of 2.5 feet high, 2.5 feet wide, and 5.0 feet long Soil Conditions: Wall backfill will consist of native and Imported silty SAND with gravel Soil in front of wall will be native soil The area below wall will be level Lock -Block Wall Dimensions Height of wall --10 feet (four blocks high) H =10.0 Wall batter measured from vertical -- wall vertical, no batter a :=0.deg Wall embedment Hemb : =1.5 Exposed vertical wall height He := Hw.cos(a)— Hemb Bottom width of wall B b := 5 Design wall height H := H et- Hembi -B b•sin(a) Top width of wall B t Inclination of ground slope behind wall measured from horizontal plane p : =0•deg Inclination of back of wall measured clockwise from horizontal plane atan B H B t - 14.04 °deg 0 :=90÷ a — 14.04 w 0 = 75.96 H = 8.5 H= 10 S :=28.deg K =0.33 Determination of Earth Pressures and Surcharge Loading BackfIll soil unit weight y : =135 Friction angle of retained soils := 30•deg Inclination of back of wall measured from horizontal plane 0 := 75.96•deg Angle of Backfill to Wall Interface with Soil W :=-2.74.deg Wall batter measured from the vertical a : =0•deg Friction between concrete Lock -Block and soil Resultant of active earth pressure 2 P := K a y H P= 2227.5 2 Horizontal Component of P PH:= P•cos(90•deg -0 +S) P 1654.31 Vertical Component of P P P•sin(90•deg -0 +S) P 1491.64 Mass Unit Area x'l y'I Weight Mass Moment x' Mass Moment y' Sq. ft ft ft k/ft k -ft/lin foot k- ft/lin foot Block 1 12.5 2.5 1.25 1.75 4.375 2.19 Block 2 12.5 2.5 3.75 1.75 4.375 6.56 Block 3 6.25 1.25 6.25 0.875 1.09 5.47 Block 4 6.25 1.25 8.75 0.875 1.09 7.66 Soil 1 12.5 3.75 7.5 1.562 5.8575 11.71 Total 27.5 6.75 16.7875 33.59 x' 2.49 y' 4.97 Evaluation of External Stability Calculate Center of Gravity for Wall by taking moments of all resisting masses about the toe of the wall and then dividing sum of resisting moments by weight of wall in x'y' planes: Horizontal distance of "0" measured from toe In x'y' coordinates x' : = 2.49 Vertical distance of "0' measured from toe in x'y' coordinates y' := 4.97 Weight of wail and soil resisting overturning W : =6750 Horizontal arm of W measured from toe In XY planes a := cos(a)•(x'-t- y'•tan(a)) a = 2.49 Vertical arm of PH measured from toe in XY planes b H B b•sin(a) b = 2.99 3.34 Horizontal arm of Pv measured from toe in XY planes e : =B b sin(90 deg - a) H •tan(90•deg 0) 3.34 e = 4.25 Evaluation of Overturning Stability Resisting Moment MR := W.a +Pv.e Driving Moment M :=13 Factor of Safety against overturning M FS := Md Seismic Driving Moment M = + 2025+750 Factor of Safety against overturning M FS os M ds M 23148.91 M d = 4953.04 FS =4.67 M d = 7728.04 FSos =3 Evaluation of Sliding Stability Coefficient of friction between wall and foundation soil F :=tan(8) Reaction at the base of wall N := W•cos(a)+ P v •cos(a) + P H•sin(a) K := 350 Seismic Sum of forces driving the wall in sliding F ds :_ (P H•cos(a)) + 2025 + 750 Factor of Safety against sliding F FS ss F ds F = 0.53 Sum of forces providing resistance to sliding F r : =N•F+ Wsin(a)+ P v•sin(a)+ K P• H emb F r = 4907.16 Sum of forces driving the wall in sliding F d : =P H•cos(a) F d = 1654.31 Factor of Safety against sliding F r FS s F FS =2.97 F d = 4429.31 FS ss = 1.11 p Evaluation of Bearing Capacity and Foundation Stability Width of wall footing B f : =B b .j- 0.5 Soil unit weight for bearing soil Q � w y : =135 J U Friction angle of bearing soil u) w iu := 34.deg H , vi u. Soil cohesion W O c : =0 g J u_ Surcharge u� d` q :=y.(H 0.5) q = 270 H al Z � Bearing Capacity Factors from table 4.4.7.1A, AASHTO 1996 z O N =42.16 N =29.44 N =41.06 2 j n Ultimate Bearing Capacity O q u i t : =c•N }- 0.5•y•B fNy-}-q•N quit= 23192.33 =U H u" O. z • iii g U • gall' 3 g all = 7730.78 - Allowable Bearing Capacity O ~ Z Eccentricity and Bearing Pressures Summing moments about the center of the footing base N:= W•cos(a) +P N = 8241.64 N N.cos(a) N 8241.64 NH:= N.sin(a) NH= 0 Horizontal distance of normal force from toe X:= W.a1 -Pve- PH.b N� {. NH.tan(a) Eccentricity of the base reaction from the center of base of wall measured along the plane parallel to the base of the wall e X e 0.29 2 cos(a) Bb =1.67 X -221 B X -2.79 2Bb - 3.33 3 cos(a) cos(a) 3 Bb X and B b X 2 ' B b 3 cos(a) cos(a) 3 1.675.1.95 and 3.0553.33 Maximum bearing pressure N 6.e g max ' - B b ' 1 + Bb Minimum bearing pressure N 6.e x g min '_— 1- Bb Bb q max = 2226.31 q min = 1070.35 X = 2.21 0 11 41 - r 1.- n 61 1 9 0 8 June 17, 2004 City of Tukwila Department of Community Development Steve Lancaster, Director Ralph Hagler 12201 Tukwila International Boulevard Tukwila, Wa 98168 RE: Permit Application No. D03 -347 12500 Tukwila International Boulevard Dear Permit Holder: In reviewing our current records the above noted permit has not received a final inspection by the City of Tukwila Building Division. Per the Uniform Building Code and /or Uniform Mechanical Code, every permit issued by the Building Official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. Based on the above, you are hereby advised to: • Call the City Of Tukwila Permit Center at (206) 431 -3670 to arrange for the next or final inspection. This inspection is intended to determine if substantial work has been accomplished since issuance of the permit or last inspection; or if the project should be considered abandoned. If such determination is made, the Building Code does allow the Building Official to approve a one -time extension up to 180 days. Extension requests must be in writing and provide satisfactory reasons why circumstances beyond the applicants control have prevented action from being taken. In the event you do not call for the above inspection or request and receive an extension prior to July 13, 2004, your permit will become null and void and any further work on the project will require a new permit and associated fees. Thank you for your cooperation in this matter. Sincerely, Stefania Spencer Permit Technician Xc: Permit File No. D03 -347 Bob Benedicto, Building Official Steven M. Mullet, Mayon AMINO 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 - 431 -3670 • Fax: 206 -431 -3665 December 1, 2003 Ralph Hagler 12201 Tukwila International Blvd Tukwila, WA 98168 -5121 RE: CORRECTION LETTER #1 Development Permit Application Numbers D03 -345 - Wall L, D03 -346 — Wall M, D03 -347 - Wall Ml, D03 -348 — Wall M2, D03 -349 — Wall N, D03 -350 — Wall R and D03-351 — Wall P DHS Building —12500 Tukwila International Boulevard Dear Ralph: This letter is to inform you of corrections that must be addressed before your development permit(s) can be approved. All correction requests from each department must be addressed at the same time and reflected on your drawings. I have enclosed comments from the Public Works Department. At this time the Fire, Planning and Building Departments have no comments. Please address the attached comments in an itemized format with applicable revised plans, specifications, and /or other documentation. The City requires that four (4) complete sets of revised plans, specifications and /or other documentation be resubmitted with the appropriate revision block. In order to better expedite your resubmittal, a `revision sheet' must accompany every resubmittal. I have enclosed one for your convenience. Corrections /revisions must be made in person and will not be accepted through the mail or by a messenger service. If you have any questions, please contact me at (206) 433 -7165. Sincerely, Stefania Spencer Permit Technician encl xc: File No. D03 -345 File No. D03 -346 File No. D03 -347 File No. D03 -348 File No. D03 -349 File No. D03 -350 File No. D03 -351 City of Tuki,vila Steven M. Mullet, Mayor Department of Community Development Steve. Lancaster, Director 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: 206 -431 -3670 • Fax: 206 - 431 -3665 w ... wiAI.:L.J- rL+i:.• ..W u. (P:Laurie Admin/Mike /Comments D03 -345) PUBLIC WORKS DEPARTMENT COMMENTS DATE: November 25, 2003 PROJECT: DHS Building — Retaining Walls PERMIT NO: D03 -345, D03 -346, D03 -347, D03 -348, D03 -349, D03 -350, D03 -351 PLAN REVIEWER : Contact Mike Cusick at (206) 433 -2441 if you have any questions regarding the following comments. Plan Comments 1) Provide benchmark data on the plan sheet. 2) Provide top of wall elevations on the sections of the wall (not just gridline elevations). 3) Application base fee of $250 plus 2.5% of erosion prevention and storm water due with revision for each permit. Upon issuance of the permit, 2.5% issuance and inspection fee is due for each permit. 4) Minimum footing drain size is 6" for Earth Consultant drawings. ACTIVITY NUMBER: D03 -347 DATE: 12 -12 -03 PROJECT NAME: DHS BUILDING - WALL "Ml" SITE ADDRESS: 12500 TUKWILA INTERNATIONAL BLVD Original Plan Submittal Response to Incomplete Letter # X Response to Correction Letter # Revision #after /before permit is issued DEPARTMENTS: Building Division ❑ Public Works PERMIT COORD COP, PLAN REVIEW /ROUTING SLIP 6/1-2-1-03 DETERMINATION DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete APPROVALS OR CORRECTIONS: Documents /routing slip.doc 2-28-02 Fire Prevention ❑ Planning Division Structural ❑ Permit Coordinator Incomplete Comments: Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS R�TING: Please Route Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: DUE DATE: 01 -13 -04 Approved ❑ Approved with Conditions [ Not Approved (attach comments) ❑ Notation: REVIEWER'S INITIALS: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: PERMIT COORD COPY DUE DATE: 12 -16 -03 Not Applicable ❑ DATE: iY /:IfY+ +k4� iLGfH:L: •, �J:w'.lvi^4�wM:1 +w...i4w .v -.. a... -a.:W awl. lstr` H:4Y.AiNC4i4:.ialie:S:;.iwfi..' PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP ACTIVITY NUMBER: D03 -347 DATE: 11 -10 -03 PROJECT NAME: DHS BUILDING — WALL "M1" SITE ADDRESS: 12500 TUKWILA INTERNATIONAL BL X Original Plan Submittal _ Response to Incomplete Letter # Response to Correction Letter # Revision # /before permit is issued DEPARTMENTS: . J� ISQ3 Build n iv ion • Fire Prevention (� Public Wor 1012/ /I/Alljd /f Structural ❑ /(jo /147 ,, 0 PI nning Division Permit Coordinator Ar DETERMINATION OF COMPLETENESS: (Tues., Thurs.) DUE DATE: 11 -13 -03 Complete d Incomplete ❑ Comments: Not Applicable ❑ Permit Center Use Only INCOMPLETE LETTER MAILED: LETTER OF COMPLETENESS MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: TUES /THURS ROUTING: Please Route d Structural Review Required ❑ No further Review Required ❑ REVIEWER'S INITIALS: DATE: APPROVALS OR CORRECTIONS: Approved ❑ Approved with Conditions ❑ Not Approved (attach comments) Notation: REVIEWER'S INITIALS: Documents /routing slIp.doc 2-28-02 PERMIT COORD COPY DUE DATE: 12 -11 -03 DATE: Permit Center Use Only al. �`�� CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PWX Staff Initials: 11I[b /Ud 0CU 11.U, rnA GUI) 401 U0GU Sauey L.urpuraLion City of Tukwila Department of Community Development - Permit Center 6300 Southcenter Blvd, Suite 100 Tukwila, WA 98188 (206)431 -3670 Revision submittals must be submitted in person at the Permit Center through the mail, fax, etc. Date: /52 - P- 03 Plan Check/Permit Number: 3 O3 — 3 p Response to Incomplete Letter # ❑ Response to Correction Letter # / ❑ Revision # after Permit is Issued ❑ Revision requested by a City Building Inspector or Plans Examiner Revisions will not be accepted w A I.-CIA t • Project Name: ,,PW5 Project Address: / 7/A(GJ /I,4 Contact Person: 1444 ,j( Phone Number: 0246 -- 0?3/ — Sic) Summary of Revision: ,64/✓Gii/V/K.1C /4ov.60 o/ A1,- F7.4770v -6 f0 77410" i/ / ,S/ g) "/t/ 6 /A 5 . /4/7 ,/A .61-11D . 77/4414 LJA 9 Y•672/ OVA toill Pe TV* AF FN f9 Sheet Number(s): "Cloud" or highlight all areas of revision including date of revision Received at the C'ity of Tukwila Permit Center by: .;e5 V i Entered in .Permits Plus on / ? .0 3 08/06/03 lgJ u u b r aa Ji4+41r34:1 ta ' rtux;t 4 at�.w@su�i�.:'• , , +r .;as.. • I I i i I i I I I I I I I aiaOaO aI•trMOr,aa MIS 1•• 1•15 --------------- - - - - -- - MIN all - NMI -- me ami mi mum me um No so um um me um um le . maw so um a II. INIIIIIIIINNOI 00.1. — mema =......a...• • i ti, c pia } n• the Public vt Iha .1,. (_.;I% •t andard>. :1«rt :JINX I_ - -_,_ 1.1horize violations of • 12) WALL 'A' GRAVITY WALL • Mao R =200.00' "41. 1=27.21' �� II WALL UNDER S EPARA FE PERU/ OMB .lor A PORTION OF THE SE 1/4 OF THE SE 1/4, SECTION 9 AND A PORTION OF THE SW 1/4 OF THE SW 1/4, SECTION 10, ALL IN T. 23 N., R. 4 E., W.M. �^ ..r�a��r•a� ..�a. rw��m�� , I -- �. urma —au am OM BI. MI MP .. r MB ornousme a.ma one ..am we an mil no Er u • 0 R■202.50' L =25.31' a'709 WALL 'A' GRAVITY WALL dn. MEM LANCE MUELLER £ ASSOCIATES A A c M I T E C 1 * • A 1 A 130 LAKESIDE • SEATTLE, WA 98122 • 206 325 2553 SABEY CORPORATION DEPARTMENT OF HOMELAND SECURITY SEATTLE DISTRICT OFFICE 12500 TUKWIA INTERNATIONAL BLVD. SEATTLE, WASHINGTON SHEET 1 MOO .111111•• • ANN 411•Im WM/ 111111•1 EAST ONE - QUARTER QUARTER SECTION 9, T23N.R4E, . TOP OF 2' PIPE W/BR ASS CAP 4r-IF..REI/1810N0' •""4""s' No Gwen Tim SCOPE OF + . �.- Pt He f Sa� ArY firgE ROV*L. OF TU: ' • •�: ,A t l : J , - ' � MI A N 9LAT4 btJAll�. rTa�L aalam aalNEae INa0 =IaIMIall ION aOON ammeNsaa, me Ns En me am MN ME MI OMB NM MIS MI 11=•• 11111 NIB =II OM UM NM 1111111 1•11 • WALL No. r MINN OMB IBM DO3ftS41 IMOD MUM OOP PROJECT DATUM =14.45 PROJECT DATUM =88 NAVD + 0.38 FEET Q f- 0B4OiA4 Nom 1. CONSTRUCTION 3PECIFICATIONS ARE PER THE 'MOOULAP BLOCK WALL DESIGN' REPORT PREPARED BY EARTH CONSULTANTS. INC FOR THE DHS BUILDING, TUKWILA. WA. DATED FEB 26, 2003. SHEETS SM1 AND SM2 CONTAIN SPECIFICATIONS, SCHEDULES AND VARIOUS DETAILS. ad. ,nett stanuaros �t .,..,.,...J. fot the adequacy of the design rests !.Kitty with au. or revisions w the driving., alter tots tut- u.... and w:;1 require a roubmittal of 1 dra.rlugs tit: y;: g1lent . j ro ■al. :idJ . .l„ .:r:J ► Is sutictir to tiel inspt::.ti ..)J: W:.: i(. tJtll1U._ % tntipv.J ,,r 10e K� 12 I2-I 03 • _ FILE COPY I understand that the Plan Check' app'ovals are subiect to errors and omissions and approvarof plans does not authorize the violation of any ._` adopted code or ordinance. Receipt of con- tractor's copy of approved plans acknowledged. 0 15 1 3D so Dec 2 2003 e DAVID EVANS ANOASSOCIATES INC. 1820 W. Manna View Drive, Suite 200 Everett Washington 98201 Phone: 425.259.4099 ..a ._ .,,. . . • s I I I 11111.1r11111711 1111111111111111111111111 mmummunnlin ii num onmummun ,_,........___ 11111111111111111111111111111111111111111111111 j11111111111111111111 111111111111111111111111111111111111111111111111111111111111MMINHIll immummonionummumummummumumiminn II onnutimmiimmumneen 111111INE1111111I 111111 11111111111111111111P"' uniumm muumainms" , 1111111111111111 .._ 111111 NU -t--- "•1-• - I I 0 0 5.00' 5.00' • al■t40.0 27.21' Pbs20t1.00 A. 7 2.93' II II II P -4„ 0 0 5.00' 0 IIt 60 40 0+00 eV. 710 87 50' 100 80 WALL 14-1 80 0+50 60 0+00 ELEv.T/.5 APPROX GRADE AT FACE OF WALL MIN DEPTH OF WALL BELOW GRADE •:- I I 1 I 1.--r-- - - WALL AREA 4256 SF 0+00 12.50' 1+ 00 , ELE■,80 0 0+50 r UV. n.5 - r 0+50 1+50 • - WALL 'N' PROFILE SCALE HORT 1%.10' VERT APPROX GRADE AT FACE OF WALL 1+00 28500' STEPS TO UPPER 90EWALK INFRON T Of WALL p 2+00 1+50 AREA 1517 SF MIN DEPTH OF WALL BELOW GRACE , t I - -1.. ! 1 lax - V■ 85 0 .1 0-EV.82 5 E1T Lt le LI I 2+50 ' -r - •- , - 2+00 4 100 WALL AREA *465 __ STEPS TO UPPER SIDEWALK BEHIND WALL ; i CLEWS] r larv-es o 80 .3+00 APPROX GRADE AT TOP BACK or WALL zuw.87.5 2+ 50 307 50' -4-- 10.0' 3+50 CLEV..117.5 I I I I- 670.00 1 t -1- - r - WALL 'M' PROFILE 1 37.50 0+00 SCALE: r=30' HORT • 1•.10' VERT 3+00 0+50 4+00 3+50 • T APPROX GRADE AT FACE OF WALL MIN DEPTH OF WALL BELOW GRADE - 1 - T 5 4+50 ratv-cao WALL AREA 258F If I 11111111111111 IIIIIIIIIIIIIHIIIIIIII r 1 111111111111111111111111111111111111 IIIIEI mmuiromumemmul 1111 RIM 11111111,11011111111111 MIMI 111111111WW" IIIIIIIIIIIIIII 111111111111 111111111UN"'""w E1/005,0 ELEVOM5 MEV.97.5 • - i-1 I • r 277.50 1 _ 4+00 240.00 CLE V-100.OA MEWS'/ 5 ... WALL. AREA 5094 SF I I 1 _1. I I I I I I Etiv-tiso WALL 'P' PROFILE SCALE: 1 HORT 1 . 710' VERT 1+00 1+50 5+00 4+50 • 1 1 7 . 5 0 375.00' APPROX GRADE AT TOP BACK OF WALL f --- (cilven.s ILE tf■ 71 0 ."-"'" • APPROX GRADE AT FACE OF WALL 1 G TOP BACX OF WALL - - 100 APPROX GRADE AT 1 1 I a 5+50 r•-••••■••4111. APPROX GRADE AT FACE OF WALL MIN DEPTH OF WALL BELOW GRADE 2+00 1198.04 APPROX GRADE AT TOP BACK OF WALL i INALL'L' PROFILE 6+00 0 11111111 111111111111•11111111111111111111111111111 111111111111111111111=1111111111.111.11111111111111 111111111111M11111111 11111111111111111111111111111111111111111111 1101 II MEM MUM IN1111111111111111111 11111111111111111111111111111 IN1111111111111111111111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 111111111111111111111111111111111=1111111 111111111111111 • - •••• I ; I I 1 I 1 . MIN DEPTH OF WALL BELOW GRADE 5+00 5+50 SCALE:1 HORT 1`=10' VERT 1 6+50 'ii ELEV.70.0 6+00 80 so 262.50' 60 100 - 7+00 t-4 ELE*47.5 r 71' , I 14i 6+50 ELE Vm 92.5 __L_ , 1 I taive90.0 ----. • • 0+00 0+50 4...... 7+50 ZV.42. 1 1 . I ELPA• I i 1 I i 1 - 7 - 7 .--.. 1 1 1 1 ,! i ."---• --,-. ' ..-__ ' I I - 1 - , - I f WALL AREA 3344 SF -1- 25.31' R-202 50' b•7 8+00 ELEV. 85 0 t - Ti 1+00 I 1 • • 45.00' 8+50 41 0 2250 WALL AREA 388 SF 6tor of tvovi %Kb , SCALE: 1 HORZ WRT • 1- • 375.00 -• ELEV•62. - AD 1. i.-.- ---- - + - .- -.... ---- - - --- 1APPROX GR ... 1 FACE OF WALL i I I MIN DEPTH Cf WALL BELOW GRADE 1- -I-- - - --- WALL ''R' PROFILE SCALE: 30 HORT _ -. _ 1+50 1 VERT 2+00 32.21' 9+00 60 4- ---- WALL 'M-»l' PROFILE 4. APPRoX GRADE AT TOP BACK OF WALL ELEV.130.0 ' tOOKING NORTH ' 1 I . 1- -1-- t 2+50 57.9' 9+50 ELEV•550 1 1 --••••• 10+50 I I III , I 1 I I in . ' chew no 3+00 25.00 WALL AREA 388 SF -+ WALL 14-2' PROFILE ; SCALE: 130' HORZ 1%00' VERT L SOUTH 1 -0•347 - 7 - 7 1 I I II1 I 1 1 3-;50 WALL AREA 2496 SF WALL 'L' PRvrILE •••■••••••■••11.. - - 100 STEPS BEHIND 4 r 80 60 DEC 1 2 ?.03 POW CLW110 SCALE 1 HORZ L . 20 vERT • DAVID EVANS AND ASSOCIATES ir4C. 1620 W. Marne View Drive. State 200 Everett Washington 98201 Phone: 425.259.4099 LANCE MUELLER 6 ASSOCIATES A ACHI?Ile TS • A 1 A 130 LAKESIDE • SEATTLE, WA 98122 • 206 325 2553 SALBEY CORPORATION DEPARTMENT OF HOMELAND SECURITY SEATTLE DISTRICT OFFICE 12500 TUMLA INTERNATIONAL BLVD. SEATTLE, WASHINGTON lab na DASC0021 &am by Ga. thedied by PERMIT . SUBIATTAL PERMIT RESUBMITTAL. NO. DATE NO. DATE SHEET , ;„ • %lima *lea duatas.........„*SIAK.ga '21.6:00 • 4610- - • 1 .; SPECIFICATIONS: MODULAR BLOCK AND MSE WALL CONSTRUCTION GENERAL A. Work shall consist of furnishing and construction of a Modular Block and MSE Retaining Wall System in accordance with these specifications and in reasonably close conformity with the lines. grades. and dimensions shown on the plans. S Work includes preparing foundation soil, furnishing and installing leveling pads, drainage fill and backfill to the lines and grades shown on the construction drawings. C. Work includes furnishing and installing geogrid soil reinforcement of the type, size, location, and lengths designated on the construction drawings and MSE Wall Schedule SUBMITTALS A. Contractor shall submit a Manufacturer's certification, prior to start of work, that the retaining wall system components meet the requirements of this specification and the structure design. B. Contractor shall submit a test report documenting strength of specific modular concrete unit and geogrid reinforcement connection. The maximum design tensile Toad of the geogrid shall be equal to the laboratory tested ultimate strength of geogrid / facing unit connection at a maximum normal force limited by the "Hinge Height" of the structure 'divided by a safety factor of 1.5 QUALITY ASSURANCE A. Contractor shall submit certification, prior to start of work, that the retaining wall system (modular concrete units and specific geogrid) has been successfully utlilized on similar projects, i.e., height, soil fill types, erection tolerances, etc. B. Contractor shall demonstrate prior experience on projects of similar size and magnitude where the specific retaining wall system has been constructed successfully. Contact names and telephone numbers shall be listed for each project. C. Owner shall provide soil testing and quality assurance inspection on a full -time basis during earthwork and wall construction operations. Owner's quality assurance program does not relieve the contractor of responsibility for wall performance. DELIVERY, STORAGE AND HANDLING A. Contractor shall check all materials upon delivery to assure that the proper type, grade. color, and certification has been received. B. Contractor shall protect all materials from damage due to jobsite conditions and in accordance with manufacturer's recommendations. Damaged materials shall not be incorporated into the work. PRODUCTS DEFINITIONS A. Modular Block: a concrete retaining wall element machine made from portland cement, water, and aggregates. Structural Geogrid: a structural element formed by a regular network of integrally connected tensile elements with apertures of sufficient size to allow interlocking with surrounding soil, rock. or earth and function primarily as reinforcement. C. Unit Drainage Fill: drainage aggregate which is placed immediately behind the modular concrete units. Reinforced Backfill: compacted soil which is placed within the reinforced soil volume as outlined on the plans. MODULAR RETAINING WALL UNITS A Modular Block units shall conform to the following architectural requirements: face color: concrete gray - standard manufacturer's color may be specified by the Owner. bond configuration: running with bonds nominally located at midpoint vertically adjacent units, in both straight and curved alignments Modular Block materials shall conform to the requirements of ASTM C1372- Standard Specifications for Segmental Retaining Wall Units. C. Modular Block units shall conform to the following structural and geometric requirements measured in accordance with appropriate references. compressive strength = 3000 psi minimum absorption = 8% maximum (6% in northern states) for standard weight aggregates unit size: 2.5' (H) x 5.0' (W) x 2.5' (D) minimum unit weight 4,320 Ibs / unit BASE LEVELING PAD MATERIAL A . Material shall consist of Drainage Fill (1" Minus Crushed Rock) and placed as shown on the construction drawings. DRAINAGE FILL A. Unit drainage fill shall consist of clean 1" minus crushed rock meeting the following gradation tested in accordance with ASTM D-422: Breve Size Percent Passing 1 inch 100 3/4 inch 75 -100 No. 4 0 -10 No. 50 0 - 5 a REINFORCED BACKFILL A. Reinforced backfill shall be free of debris and have a moisture content that is at or near the optimum level. B. The maximum aggregate size shall be limited to 1 1/2 inches unless field tests have been performed to evaluate potential strength reductions to the geogrid design due to damage during construction. C. Unsuitable soils for backfill (high plastic clays or organic soils) shall not be used in the backfill or in the reinforced soil mass The fill material shall meet the following gradation: Sieve Size percent Passing 1 1/2 inch 100 - 75 3/4 inch 100 - 75 No. 40 0 - 60 No.200 0 -35 Fill that does not meet the above gradation must be approved by the geotechnical engineer. GEOGRID SOIL REINFORCEMENT A Geosynthetic reinforcement shall consist of geogrids manufactured specifically for soil reinforcement applications and shall be manufactured from high tenacity polyester yarn or high density polyethylene. Polyester geogrid shall be knitted from high tenacity polyester filament yam with a molecular weight exceeding 25,000 Meg/m and a carboxyl end group values less than 30. Polyester geogrid shall be coated with an impregnated PVC coating that resists peeling, cracking and stripping. B. Geogrid long term design strength shall be at least 4,700 Ibs./ft for walls 15.0 feet or higher. For walls 12.5 feet or less, LTDS shall be at least 2,800 lbs./ft. The contractor shall provide manufacturers specifications to the geotechnical engineer for review end approval. . . .EXECUTION Manufacturing Quality Control The geogrid manufacturer shall have a manufacturing quality control program that includes QC testing by an independent laboratory. The QC testing shall include: Tensile Strength Testing Melt Flow Index (HDPE) Molecular Weight (Polyester) DRAINAGE PIPE ,A. The drainage pipe shall be rigid perforated PVC pipe manufactured in accordance with ASTM 0-3034. EXCAVATION A. Contractor shall excavate to the lines and grades shown on the construction drawings. The geotechnical engineer shall observe the excavation and approve prior to placement of leveling material or fill soils. Proof roll foundation area as recommended by the geotechnical engineer to determine if remedial work is required. B Over- excavation and replacement of unsuitable foundation soils and replacement with approved compacted fill will be compensated as agreed upon with the Owner. BASE LEVELING PAD A. Leveling pad material shall consist of Drainage Fill, and shall be placed as shown on the construction drawings, to a minimum thickness of 12 inches B. Soil leveling pad materials shall be compacted to a minimum of 95% Modified Proctor density per ASTM D- 1557 -91. C. Leveling pad shall be prepared to insure full contact to the base surface of the concrete units. MODULAR -BLOCK UNIT INSTALLATION A. First course of Modular Blocks shall be placed on the leveling pad at the appropriate line and grade. Alignment and level shall be checked in all directions and insure that all units are in full contact with the base and properly seated. B. Place the front units side -by -side. Do not leave gaps between adjacent units. Layout of corners and curves shall be in accordance with manufacturer's recommendations. Place and compact drainage fill behind Modular Block wall units. Place and compact reinforced backfill soil behind drainage fill. Follow wall erection and drainage fill closely with structural backfill. D. Maximum stacked vertical height of Modular Block wall units, prior to unit drainage fill and backfill placement and compaction. shall not exceed two courses (5 feet). STRUCTURAL GEOGRID INSTALLATION A The geogrid strength. perpendicular to the wall alignment, shall meet the strength specifications. B Geogrid reinforcement shall be placed at the strengths. lengths, and elevations shown on the construction design drawings or as directed by the Engineer. • C. The geogrid shall be laid horizontally on compacted backfill and attached to the Lock -Block modular wall units. Place the next course of modular concrete units over the geogrid. The geogrid shall be pulled taut, and anchored prior to backfill placement on the geogrid. D. Geogrid reinforcements shall be continous throughout their embedment lengths and placed side -by -side to provide 100% coverage at each level. Spliced connections between shorter pieces of geogrid or gaps between adjacent pieces of geogrid are not permitted. REINFORCED BACKFILL PLACEMENT A. Reinforced backfill shall be placed, spread, and compacted in such a manner that minimizes the development of slack in the geogrid and installation damage. B. Reinforced backfill shall be placed and compacted in lifts not to exceed 6 inches where hand compaction is used, or 10 inches where heavy compaction equipment such as rollers is used. Lift thickness shall be decreased to achieve the required density as required. C. Reinforced backfill shall be compacted to 90% of the maximum density as determined by ASTM D- 1557 -91. The moisture content of the backfill material prior to and during compaction shall be at or near the optimum moisture content. D. Only lightweight hand - operated equipment shall be allowed within 3 feet from the modular concrete unit. E. Tracked construction equipment shall not be operated directly upon the geogrid reinforcement. A minimum fill thickness of 6 inches is required prior to operation of tracked vehicles over the geogrid. Tracked vehicle turning should be kept to a minimum to prevent tracks from displacing the fill and damaging the geogrid. F Rubber tired equipment may pass over geogrid reinforcement at slow speeds, less than 10 MPH. Sudden braking and sharp turning shall be avoided. At the end of each day's operation, the Contractor shall slope the last lift of reinforced backfill away from the wall units to direct runoff away from wall face. The Contractor shall not allow surface runoff from adjacent areas to enter the wall construction site. AS -BUILT CONSTRUCTION TOLERANCES A. Vertical alignment: +1.5" over any 10' distance B. Wall Batter. within 2 degrees of design batter C. Horizontal alignment: +1.5" over any 10' distance Comers, bends, curves +1 ft. to theoretical location D. Full contact between blocks shall be maintained. FIELD QUALITY CONTROL A. The wall construction shall be observed by the geotechnical engineer on a full time basis. Testing of the compacted backfill shall be performed by the geotechnical engineer. . B. As a minimum, quality assurance shall include foundation soil inspection, soil and backfill testing, verification of design parameters, and observation of construction for general compliance with design drawings and specifications. 9 Lock -Block Wall Height (ft.) 5.0 7.5 10.0 12.5 15.0 17.5 20.0 22.5 25.0 27.5 • These burn se plans have b reviewed by the Public NOTE: For tiered walls consider the overall effective height of the tiered wall system when determining department for conformance with current required geogrid length from the reinforcement schedule. City standards. Acceptance is subject to errors and omissions which do not authorize violations of i r ." is or ordinances. The responsibility • MODULAR BLOCK - MSE WALL : REINFORCEMENT SCHEDULE Geogrid Length (ft.) 6.0 8.0 10.0 12.0 14.0 16.0 18.0 20.0 22.0 Geogrid Layer Spacing (Ft.) (Measured From Bottom of Wall) 2.5 2.5 5.0 2.5 :1 5.0 7.5 2.5 5.0 7.5 10.0 ! - 1 Crt G 1100 WO at 3 /VS 10 WO ON Date: 9 2.5 5.0 7.5 10.0 12.5 1 - - - 2.5 � 5.0 7.5 10.0 12.5 15.0 - 2.5 5.0 7.5 10.0 12.5 15.0 17.5 (- 2.5 5.0 7.5 10.0 12.5 15.0 17.520.0 - 7.5 10.0 12.5 15.0 17.5 20.0 22.5 22.0 2.5 5.0 7.5 10.0 12.5 1 15.0 , 17.5 , 20.0 22.5 l 1 for the adequ designer. Addi ana win req for subsequen 3C C°^" 25.0 y of the design rests totally with the )ns, deletions or revisions to these lis date will void this acceptance a resubmittal of revised drawings s rovaL c: is subject to field inspection by ! ks utilities inspector. Z l2 -I c. • • . w RECOVED cm OF Ti wort o DEC P. 3 2003 art csare � , C EXOPIRFS zet 2 '! c 0) 1)) p z C s co V O ca co Li 4_ co - 3 No I-- 0 fai • 0 0 ac m a �...- :,y - • w+.w w�. f..I �. �.- w.+.�- Y►`'.. +i } F. .-- •�•.1iq..6..W+ -...: :� - • AMI..�M.:: - .�r� .I - .. .+ .71 .0 0 2 J 4 cc cr • Ts r 0 0 0 0 Shoat No. SM1 5.0' TOP VIEW MODULAR BLOCK UNIT DETAIL Lode -Block At Corner 2.2 VERTCAL WALL - 90 CORNER M2 NOT - TO - SCALE NOT - TO - SCALE 2.5' DID VIEW Battered walls at 90 degree corners are constructed as follows: Stack a vertical column to fill the comer. Adjust toe of battered wall to meet with corners of vertical stack (ie: kick toe out for outside corner, meet toe at edge for inside corner). For walls higher than 7.5', you may use a stack of full -size, interlocked blocks to make a 5'x 5' vertical stack, rather than 2 - 2.5'x 2.5' stack with single half blocks. Use geogrid between the vertical blocks, extending back into the fill. Make the corner stack the same width as the wall base (2.5' / 5' / 7.5' etc.). 4.92' SIDE VIEW 4.92' OPTIONAL LARGER CORNER SACK INSIDE CORNER MODULAR BLOCK 2.3 WEDGE CORNER DETAIL sAA2 NOT - TO - SCALE 2.46' ISOMETRIC. CORNER VIEW NOT - TO - SCALE 2H : 1V Slope (Max.) Yt• 1. - �•. n,7,./[ 'r.M1XK. A1faD 71.t1K S:7•K t. J! aa�� J: ).tA: a WY; .L . ? :R li_L7'C)W. fr M'09C t17)fKN;!s p1iry1RW M,,,ej" •a te 411: 11 .yyru.tF Yc1LO "•um . =c 1a11iM1: .■ .rA.e. mpg r1At71"a elk AL arm j t+ A 4. AO . 1 1, On%InnM fn., te. S).l74 n /Kr'ilt:: �M1!M7{ er MDT, W: et O'. o. VWV 11 t.�i[ •yY/ MYV co A W is aA.Eti;l 41111,, UOS w lti ' l T. ..i JI ••.: tot 7ftB'J!R% "•:.H t7 "'tY `.. 7t'dV V2:Y.�•r�..r1: r.).4 •ri . J.'. t:'..i s1 "`RD•1 <r. . . . .. "tT r.. "I•ttf :J it: v {`lY lt` ?n` •�1 :M1 M'Y117AWJ a. ^. s'•fi •JSARe - . yJ" �47►'AK �"S- •' 4•J •• . \ .... • . K:f P.'M YS(.r •• - J : Y. ,l•'f .Y •. 1!M • �ZMB• Z M #4 m•Y: rib. 1,... a. �.YrM 1r [•21ct t't' fATi ^'Jty w -.i'M +r • w9►. . . M - A '�i 7Yr•a it /:7 'a `: t'l rt.i7f.•}1 A •• 111,41 a^T I.R.At *ra.M 4`a.t' '..n ♦ "I1:�)'.H ' ..' ♦.V. 51, J'• • . VV 11D ' h:r "' •t Y fC .M ''J CM /! 1!•V,il .101M Oi mote •t - :..i >•ii�"!" -1_ t — '):M1 N.t:dv? . • '4_ .G't : 7 , 1. . • • - 4 •'• 1fM f1w;1Rt r4•L9 .. • '.Y' +')•.p. tt 1 K1 Modular Block 2.5'H x 2.5W x 5.0'L (Typical) NOTE: Geogrid is to be played on level baddill and extended over the top and out to the face of the Lock -Block Units. Place next now of Block, pull geogrid taunt, stack as required and bacdill. Base Levering Material 1" Minus Crushed Rock NOT - TO - SCALE •• _••N•••..0•tWr /•r•YN.••• • •u•••• •• /• /• A / /w N.. // NN / N•//N =Y/ NS /... / = NMwS `` ma mme �,�� m / N• mN•/ Nmmo •mom mN•• •M / �/ aN � . /.// /•/iMr�am�.iiii�.�•amem emmeaii/e/�•/�iwnemen ma am/w•s•/emmammw•� w/w••//• rw • - r rma::mam:::mmommelemmgaNaamegoomeme •amommomem mment•! /mw m•N•M +NN•.•• / /•.•NM ••SNm / /••N•maaN mma••N••m•wmN/ // / /.•mom a • SN Nmmm. mm /wwmaaNNNm•e•mm•••m••■ /. /••N wrN• /./. momma /w.•••w•1•g•••••./Mme •m•aN • •�w••�•f/•.•A a fa...•�// /••w/w ••NM••e•i��Nm /m• ••m • m mN m• / N••• mNNm a mm•aa�amm•w•m•mm• a tNm Nm! N•••••mm • • /••w•mN•Nm• NS••••mN /•N/ NN •e•N ••• /N= : =w�•� � ••. mam /m•N.•• a _ ....•� ./ •w .� • • o_r • 0 • / •N -- w� :. /aa • / a • • �•/.fa�•�w•••r��A N•�t:�w��N•M .•• { m N•• mm •• N/ mam • •• / mama N•w N•. _• •••• a ' Exam •• mama : • N •ww1 11111 • i• .w�•i• i�isiiiriiiiw• f• mamma/ •mw•wo •• ••M• mmNaaNU •� ma N•• /momm=amaw••N me�m aa•aNmm•mw•mm l NwN••M.•��Nww■� N••��••mmam•w••m••wmw••m w•Nm• N••mmm••/ •NNm•Nm•meN• • •a m ••m.mmm :::%:: +•a•iMwia a mmmommmmm•m me mm _,,,_ . •• t YJ -!-�' mm•mm���Nm w•mNa�:••• wow ems mal 9 ... ming -� .._� Tom.. . _..�,�. +-- • + .::+1 ` :-t-r- ' a . . 4-17Z.:' , " . .. 4---1::::'-' .. ' . ::.-1....:-::::: y • NOT - TO - SCALE Place Ge000mposite Sheet Drain on face of temporary excavation. Minimum 30% coverage of excavation face. Use Miradrain 6000 or approved equivalent Reinforced Fill Zone ---18" min. Drainage Fill Reinforced Fill Zone 6" Diameter Rigid PVC Drain Pipe, Gravity Flow to Approved Discharge Point MODULAR BLOCK - MSE WALL SECTION 6" Diameter Perforated PVC Drain Pipe, Surround with Minimum 1 cubic foot of 1' Washed Rock per lineal foot of pipe. Gravity flow to approved discharge point. Wrap Washed Rock with filter fabric Mirafi 140N or approved equivalent. I II -= I t l=I I I 1Il 7.5' MODULAR BLOCK GRAVITY WALL Modular Block 2.5H x 2.5W x 5L (Typical) NOT - TO - SCALE NOT - TO - SCALE o 4i 10.0' MODULAR BLOCK GRAVITY WALL Drainage Fill • 1" Minus Crushed Rock Pea Gravel 1 Cubic Foot per Lineal Foot of Drain Pipe 6" Diameter Rigid PVC Perforated Pipe Structural Fill or Native Cut Drainage Fill 1" Minus Crushed Rock Pea Gravel 1 Cubic Foot per Lineal Foot of Drain Pipe 6" Diameter Rigid PVC Perforated Pipe Sheet No.