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Permit EL11-0425 - CITY OF TUKWILA
CITY OF TUKWILA SOUTHCENTER PY EXTENSION EL1 1 -0425 Parcel No.: Address: Citylif Tukwila • Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Inspection Request Line: 206 - 431 -2451 Web site: http: / /www.ci.tukwila.wa.us Tenant Name: CITY OF TUKWILA ELECTRICAL PERMIT Permit Number: EL11 -0425 Issue Date: 05/24/2011 Permit Expires On: 11/20/2011 Owner: Name: Address: Contact Person: Name: MARK STEPHENS Address: PO BOX 1093 , TACOMA WA 98401 Contractor: Name: TOTEM ELECTRIC OF TACOMA INC Address: PO BOX 1093 , TACOMA WA 98401 Contractor License No: TOTEMET315BS Phone: 253 - 383 -5022 Phone: 253 - 383 -5022 Expiration Date: 09/30/2011 DESCRIPTION OF WORK: ELECTRICAL TO INCLUDE NEW AND MODIFIED TRAFFIC SIGNALS, STREET LIGHTING AND NEW PUMP STATION. Value of Electrical Work: NRES: $932,780.00 RES: $0.00 Type of Fire Protection: UNKNOWN Electrical Service Provided by: Permit Center Authorized Signature: Fees Collected: $11,940.13 National Electrical Code Edition: 2008 Date: V /// 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 construction or the performance of work. I am authorized to sign and obtain this electrical permit and agree to the conditions on the back of this permit. Signature: Date: 5 � ("(— 9-0 t ( Print Name: PAA"Q-44- Sip rhli-"S 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. doc: EL -9/09 ELI 1-0425 Printed: 05 -24 -2011 • • PERMIT CONDITIONS Permit No. EL11 -0425 * *ELECTRICAL ** 1: A copy of the electrical work permit shall be posted or otherwise made readily accessible to the Electrical Inspector at each work site. 2: Approved plans shall be maintained at the construction site and shall be readily available to the Electrical Inspector. 3: All electrical work shall be in accordance with NFPA 70 - NEC, and requirements for electrical installations, Chapter 296 -46B WAC. 4: When any portion of the electrical installation is to be hidden from view by permanent placement of parts of the building, such equipment shall not be concealed until it has been inspected and approved by the Electrical Inspector. 5: The issuance of an electrical work permit shall not be construed to be a permit for, or an approval of, any violation of the provisions of the electrical code or other ordinances of the jurisdiction. Permits or related documentation that presumes to grant this authority are therefore not valid. 6: Any change in the scope of work described by the electrical work permit shall require additional work permits. Where approved plans have been issued, revisions to the plans and additional review may be required. doc: EL -9/09 EL11 -0425 Printed: 05 -24 -2011 CITY OF TUKW/LA Community Development Department Permit Center 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 http:/ /www. ci. tukwila. wa. us Electrical Permit No. t L 1 t 0 Project No. (For office use only) ELECTRICAL PERMIT APPLICATION 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 ** SITE LOCATION King Co Assessor's Tax No.: Site Address: Southcenter Parkway - Minker Blvd to S 200th St Tenant Name: City of Tukwila Public Works Suite Number: New Tenant: ❑ Yes ❑ .. No Floor: Property Owners Name: Mailing Address: 6200 Southcenter Blvd Tukwila WA 98188 Zip City State CONTACT PERSON - your permit is ready to be issued Name: Mark Stephens Day Telephone: (253) 383 -5022 Mailing Address: P.O. Box 1093 Tacoma WA 98401 E -Mail Address: marks @totemelectric.com City State Fax Number: (253) 272 -5214 Zip ELECTRICAL CONTRACTOR' INFORMATION Company Name: Totem Electric of Tacoma, Inc. Mailing Address: P.O. Box 1093 Contact Person: Totem Electric of Tacoma, Inc. E -Mail Address: marks @totemelectric.com Contractor Registration Number: TOTEMET315BS Expiration Date: 09/30/2011 Tacoma WA City State Day Telephone: (253) 383 -5022 Fax Number: (253) 272 -5214 98401 Zip Valuation of Project (contractor's bid price): $ 932,780 Scope of Work (please provide detailed information): Electrical to include new and modified traffic signals, street lighting, and new pump station Will service be altered? ❑ Yes ❑ No Adding more than 50 amps? ❑ Yes ❑ No Type of Use: Type of work: m New ❑ Addition ❑ Service Change ❑ Remodel ❑ Tenant Improvement ❑ Low Voltage ❑ Generator ❑ Fire Alarm ❑ Telecommunication ❑ Temporary Service Property Served by: m Puget Sound Energy ❑ Seattle City Light HMpplications \Fortes- Applications On Line\2010 Applications \7 -2010 - Electrical Permit Application.dnc bh Page 1 of 2 RESIDENTIAL NEW RESIDENTIAL SERVICE ❑ New single family dwellings $152.85 (including an attached garage) ❑ Garages, pools, spas and outbuildings $81.90 ea ❑ Low voltage systems (alarm, furnace thermostat) $59.85 ea RESIDENTIAL REMODEL AND SERVICE CHANGES ❑ Service change or alteration $81.90 (no added/altered circuits) ❑ Service change with added/altered circuits $81.90 number of added circuits $11.55 ea ❑ Circuits added/altered without service change $54.60 (up to 5 circuits) ❑ Circuits added/altered without service change $54.60 (6 or more circuits) $7.65 ea ❑ Meter /mast repair $68.25 ❑ Low voltage systems $59.85 (alarm, furnace thermostat) MULTI - FAMILY AND COMMERCIAL Fees are based on the valuation of the electrical contract. MISCELLANEOUS FEES ❑ Temporary service (residential) $63.00 ❑ Temporary service (generator) $78.75 ❑ Manufactured/mobile home service $84.00 (excluding garage or outbuilding) ❑ Carnivals $78.75 Number of concessions $10.50 ea PERMIT APPLICATION NOTES - 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 grant one extension of time for an additional period not to exceed 90 days. The extension shall be requested in writing and justifiable cause demonstrated. 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. BUILDING OWNER OR ELECTRICAL CONTRACTOR: Print Name: MAP-14- S-(' Mailing Address: P.O. Box 1093 Date: 5 ^' (3 - Day Telephone: (253) 383 -5022 Tacoma city �f{ 98401 State Zip IDate Application Accepted: S Date Application Expires: l 1, — Staff Initials: H:\Applications \Forms - Applications On Line \2010 Applications \7 -2010 - Electrical Permit Application.doc bh Page 2 of 2 • • City of Tukwila Department of Community Development 6300 Southcenter Boulevard, Suite #100 Tukwila, Washington 98188 Phone: 206 - 431 -3670 Fax: 206-431-3665 Web site: http: / /www.TukwilaWA.ov Parcel No.: Address: Suite No: Applicant: CITY OF TUKWILA RECEIPT Permit Number: EL11 -0425 Status: PENDING Applied Date: 05/13/2011 Issue Date: Receipt No.: RI 1 -00969 Initials: WER User ID: 1655 Payment Amount: $11,940.13 Payment Date: 05/13/2011 09:54 AM Balance: $0.00 Payee: TOTEM ELECTRIC TRANSACTION LIST: Type Method Descriptio Amount Payment Check 44614 11,940.13 Authorization No. ACCOUNT ITEM LIST: Description Account Code Current Pmts ELECTRICAL PERMIT - NONR 000.322.101.00.00 ELECTRICAL PLAN - NONRES 000.345.832.00.00 Total: $11,940.13 9,552.10 2,388.03 doc: Receiot -06 Printed: 05 -13 -2011 60 INSPECTION RECORD Retain a copy with permit INSP•CTION NO. PERMI• NO. CITY OF TUKWILA BUILDING DIVISION (206) 431 -367 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 Project: / 4 ,. , �/� Type of Inspection: Address: Date Called: Special Instructions: 2 0O Date Wanted:. 0 a. p.m Requester: j Phone No: JO Approved per applicable codes. O Corrections required prior to approval. COMMENTS: Coit6cTiotki5 1-Akyt hAlAv Inspector: 'Date: ri REINSPECTION FEE REQUIRED. Prior to next inspection, fee.must.•be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule'reinspection. • .. INSPECTION RECORD ri k Difirsi Retain a copy with permit 14/1 INSPECT{ N NO: PERMIT NO. • • Blvd., #100, Tukwila. WA 98188 CITY. OF TUKWILA BUILDING DIVISION . • 6300 Southcenter _(206) 431-3670 ' Permit Inspection Request Line (206) 431-2451 Project: Type of Inspection: ". .5Pft-c.frs . - us( AfftubPfulavi-t phaJot. bottecokits Address: Date Called: _ tqat164{ AlLool.15 Kg J 1 Rie-6 reA, _ Pat-6 I-wry-VT Wt-ki)5 - Special Instructions: Date Wanted:. / 083 / QP • Requester: Phone No: ciApproved per applicable codes. Corrections required prior to approval. COMMENTS: '.. Ph") et/ F I AhhiiStic RECAlak ". .5Pft-c.frs . - us( AfftubPfulavi-t phaJot. bottecokits (it6/641-se. sibe-) obtis ad afr, &t-"IS �i4 '6tyrkic . .64-07* Njeus _ tqat164{ AlLool.15 Kg J 1 Rie-6 reA, _ Pat-6 I-wry-VT Wt-ki)5 - 1 Date: /0 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be 1-1 paidat 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 5)? INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION R (206) 431 -367 64K 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 Project rif Irv,/ • ` Type of Inspection: 22100 V� Address: Date Called: Special Instructions: gill) 140 5( Date Wanted: 7 /2 p Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: I:.% s6 tit WM, F6 A.tiNki-TAAACtic, SvJIi?,t� lto fAJ p (A / AA 'J4 e.0 iit ail IcJffo 5 ItAf4-i ,©A/ Inspector: Date: 7 iL / 4 REINSPECTION FEE REQUIRED: Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD V Retain a copy with permit 61141(2‘ INSPECTION NO. PERMIT . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ' (206) 431 -3 Permit Inspection Request Line (206) 431 -2451 Project: �!l ,,,�/ `t (/ Type of Inspection: e�� 1-2/00 Do A ddress. 7 Date Called: Special Instructions: Date Wanted:. a . P.m Requester: Phone No: LIApproved per applicable codes. 11 Corrections required prior to approval. /7 COMMENTS: IOW fnlrti fE k Ju2.j ri REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. S6 INSPECTION RECORD Retain a copy with permit INSPECTION NO. P RMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 . (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: I f . ( �j Type of Inspection: Address: Date Called: R jhu titry1t1dn 1 1d .5. &€ to Special Instructions: Date Wanted:. % 4rri. Requester: Phone No: Approved per applicable codes. aCorrections required prior to approval. COMMENTS: -- f n ufist e4etAlnr CObk: oe. R jhu titry1t1dn 1 1d .5. &€ to rtiorl onit& ex. AtbJcx 00 MI Attu/ pelf\ ' Iwieti goy Inspector: V t , (Date: mo rt r �9 ri REINSPECTION FEE REQUIRED. Prior to next inspectio , fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. SS INSPECTION NO. INSPECTION RECORD Retain a copy with permit thI,bLfiS PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -36 Permit Inspection Request Line (206) 431 -2451 Project: %! •,,/'j 7 , Type of Inspection: 7002..... Address: St. rt 9/".. Oft& Date Called: Special Instructions: QryJ Date Wanted:. / I�/ (�/ c... ., Requester: , Phone No: Approved per applicable codes. ECorrections required prior to approval. 40 COMMENTS: " " -.. CLIP AaJSC — ( Jc o &5 ���ti QryJ — „'.` v ,J1D W c1/644DIAN JP T4 t.44 Inspector: Date: tlt0 r, ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 5 INSPEC ON NO. INSPECTIONRECORD Retain a copy with permit ERMIT 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: if -p� Type of Inspection: ��O4 Address: Date Called: Special Instructions: Date Wanted:. ✓ 5 i& . Requester: Phone No: ❑ Approved per applicable codes. OCorrections required prior to approval. // COMMENTS: . 5,6.(Oce Inspector: 'Date: a5 / b n REINSPECTIOIV FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. '}.aS =_ — �4•.Y'V'$t, S� Jv 1��A�... -.� n_w.JbeP.'g6e�r/' 53 INSPECTION NO. INSPECTION RECORD /i4 f an,3 Retain a copy with permit 14.4 I PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 R. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: (` V IC Type of Inspection: � 7 Address: s Date Called: Special Instructions: Date Wanted:. rl a Requester: Phone No: /3 Vor/o71. Approved per applicable codes. Corrections required prior to approval. COMMENTS: r • • 1 i 1CX5 g A4-ID 11'5 Inspector: Date: 0 `t / 7 n REINSPECTION FEE REQUIRED. Prior to next inspection; fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 52 INSPECTION RECORD Retain a copy with permit tuoqK INSPECTION NO. P RMIT NO. / CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 ..R (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Project: C 7 K 1% Type of Inspection: 700/ Address: Date Called: Special Instructions: Date Wanted:. 3/07 p.m. Requester: Phone No: Approved per applicable codes. 1 Corrections required prior to approval. 1- COMMENTS: 7 $(r .. JA(eittr In(t1 641540- 560 T 4 Date: 03/002 i'2 REINSPECTIOfl FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -36 Permit Inspection Request Line (206) 431 -2451 Project: ry i VK Type of Inspection: 7of Address: Date Called: Special Instructions: • Date Wanted: . 3/9 �' c? Requester: Phone No: /' I-Ti, . 64bitnit Piif gad5t -17) Approved per applicable codes. Corrections required prior to approval. ' •- COMMENTS: A -_ . % r' Afig 6,4p si 1" pzifi i fJ 1:1001, To 461 Pip s /' I-Ti, . 64bitnit Piif gad5t -17) viesr g A t5 Inspector: / 'Date: 3 5.11.L., REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspectioh. is — s...1...... • ..tt as INSPECTION RECORD Retain a copy with permit INSPECTION N0. PERMIT NO. • CITY OF' TUKWILA BUILDING DIVISION 6300 Southce'nter BIvd., #100, Tukwila. WA 98188 t2_ (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: et p� ,, Type of Inspection: 7doi Address: Er Date Called: Sp ecial Instructions Date Wanted: � 6 Requester: Phone No: • JApproved per applicable codes. El Corrections required prior to approval. CD COMMENTS: 2- (" .of Ko j' i gill' P No us( Inspector:. Date: 0Z 25 r ri.REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300Southcenter Blvd.. Suite 100. Call to schedule reinspection. a .. ...._ . Lf% INSPECTION RECORD INSPECTION NO. , ��ZJ i l Retain a copy with permit PERMIT NO. CITY OFTUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 .� (206) 431 -36 Permit Inspection Request Line (206) 431 -2451 ` Project: L. -1-r7 -rue( Type of Inspection: 700/ Address: 4 ii .."-%-- N- 6cr= Date Called: ,-ra E -o ‘..J n E T t(A,i L . Special Instructions: p4 511 /7L4 Date Wanted:. 2-- y A Requester: Phone No: • ElApproved per applicable codes. ElCorrections required prior to approval. COMMENTS: ?fr i 2_ ,, / xot Kai , PIP 1ob(St ,-ra E -o ‘..J n E T t(A,i L . Inspector: (Date: di Z3/0,- REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1/ Np INSPECTION NO. INSPECTION RECORD Retain a copy with permit (t/it-bi0 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 rte (206) 431 =3670 Permit Inspection Request Line (206) 431 -2451 Project: ri ,rt: .. % )) �� Type of Inspection: r r Address: Date Called: • Special Instructions: Date Wanted:. 03 . Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: 9 i Ai - il 6 60 C f ?Qp CoAi Du ' S9-v35 O\) (a &o 5 y 3 zap e5 41001 - l n. ;00 LJ y ip sittAitd, eA-ste.5 CotJJ thr'5i, Liras , . ,, Inspector: Date: DIr ©5 ! Z/ REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • • • Y INSPECTION RECORD Retain a copy with permit 6400'c INSPECTION NO. • • MIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 iL (206) 431 -3 Permit Inspection Request Line (206) 431 -2451 Project: ri Type of Inspection: Address: Date Called: Special Instructions: • Date Wanted:. a.m. Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. / COMMENTS: (/)1/1AIC51- Glco5514cli 5eityrp 6t 1)( or 2.00 M A-,JD Inspector: • REINSPECTION FEE REQUIRED. Prior to nex t ins p ectio fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date: • • • S // ° INSPECTION RECORD Retain a copy with permit l �� INSPE I A N N0. •. ' P RMI NO. I • b • • ,.. CITY OF TUKWILA BUILDING DIVISION Ki. . • 6300•Southcenter Blvd., #100, Tukwila. WA 98188 �, (206) 431 -36 I. Permit Inspection Request Line (206) 431 -2451 Project: . rd.c. 17 Type of Inspection: ./� fJ � � l Address: • Date Called: Special Instructions: • • Date Wanted:. � Q� p.m m. Requester: Phone No: • • 1. • e, • • Approved per applicable codes. a Corrections required prior to approval. /` COMMENTS: f 2.3 6D1 al? acir S 1bt So%T loo - Date: D' 0 S f ri REINSPECTION. FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • . . INSP CTIQN 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ,17—. (206) 431-36 Permit Inspection Request Line (206) 431-2451 INSPECTION RECORD Retain a copy with permit Peoject:( 71 Type of Inspection: AO/ Address: "1 Date Called: ---) Special Instructions: • . Date Wanted: . ifoc .m. p.m Requester: Phone No: • [..] Approved per applicable codes. COMMENTS: Corrections required prior to approval. gr/Isv 64554 alsr 40 sois Alt,/ &dDLII Inspector: Date: OIVO // REINSPECTIO FEE REQUIRED. Prior to next inspection. fee must be 1—"' paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. -INSPECTION RECORD Netain a copy with permit INS EC ION crry.t.*TUKWILA BUILDING DIVISION 6300 SoUthcenter,8IVCI., #100, Tukwila. WA 98188 j4. (206) 431-367 • . Permit Inspecticin4elluest Line (206) 431-2451 Project: ri. Type of Inspection: 706( Address: Date Called: Special•Instructions:- - . . . . .. . .. Date Wanted: Requester: Phone No: Approved per applicable codes. . . . , 1 J.. • 11Corrections required prior to approval. 42 COMMENTS: -) 3 s t4A6 50.1-n4 tiAt-flAJA-1 -r-o Zoo Inspector: . • • REINspEcoopEE REQUIRED. Prior to next inspection fee must be L-7-j paid at 63.006Atticenter Blvd.. Suite 100. Call to schedule reinspection. Date: di 03 v� INSPECTION RECORD 6A[012,51 Retain a copy with permit INSPECTION NO. P IT NO. CITY OF' TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 (206) 431 -36 Permit Inspection Request Line (206) 431 -2451 Project: /% TY Type of Inspection: 7 / Address: Date Called: Special Instructions: . Date Wanted:. a. . m. Requester: Phone No: Approved per applicable codes. COMMENTS: Corrections required prior to approval. /6 Z. 3 501/7-14 To Sod f?4 s I D E Zoo"- kJ .71/1 50■1114 ,Jakt4 s of- of 2.4.1.- ICJ ,..3--1)-r Inspector: Date: 12/15111 REINSPEcTION FEE REQUIR D. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION (` 6300 Southcenter Blvd., #100, Tukwila. WA 98188 V, (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 6u1- WJ'2 Project: fi Tu Type of Inspection: Xi Address: Date Called: Special Instructions: Date Wanted:. / qlif a.m.:. p.m. Requester: Phone No: ElApproved per applicable codes. D Corrections required prior to approval. COMMENTS: if 5041-0 'r L1/16 Inspector: 'Date: /Z Yin ri REINSPECTION FEE REQUIRED. Prior to next inspection.' fee ust be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectioh. INSPECTION RECORD Retain a copy with permit INSP CTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila: WA 98188 to (206) 431 -36 Permit Inspection Request Line (206) 431 -2451 Project: 1-k, r Type of Inspection: na, 7 Address: Date Called: Special Instructions: • Date Wanted:. / e . . Requester: Phone No: Approved per applicable codes. Corrections required prior to approval., COMMENTS: ir C'SrSrb; 500 -i4 'ID c-cm Stbe 4.. Inspector: (Date: /2,- if ❑ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection: INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 INSPECTION RECORD Retain a copy with permit P ' MIT NO. Project: /i f%% , t� V Type of Inspection: 7tof Address: Date Called: Special Instructions: ' Date Wanted:. (fit Requester: Phone No: DApproved per applicable codes. 0 Corrections required prior to approval. COMMENTS: kJtST 50( -x �, Aer1O Sod-rt4 efo ittet Inspector: Date: 07/11 REINSPECTION FEE REQUIREIi. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ✓� } INSPECTION RECORD Retain a copy with permit INSPECT ON No: - &IOLfLs� PERMIT NO. CITY OF' TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Permit Inspection Request Line (206) 431 -2451 Project: Address:. 67-1 Tos Type of Inspection: Date Called: Special Instructions:. Date Wanted: . Requester: (206) 431 -3670 7oof 41 el Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: dkPr CAST so-A- soy 71k TD ieo. oo Inspector: � �'� %{; / /� `Date: alIi i REINSPECTION, FLEE REQUIRED. lrior to next inspection. fee must be paid at 6300.Sotithcenter Blvd.. Suite 100. Call to schedule reinspection. 1/ LIS ti INSPECTION NO. .INSPECTION RECORD Retain a copy with permit E PERMIT NO. CITY OF`••TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 �- (206) 431 -36 Perrriit Inspection Request Line (206) 431 -2451 ; Project: __. Type of Inspection: 7001 Address: • Date Called: Special Instructions: • ' Date Wanted:. t / 2 O7 (a.m., Requester: Phone No: Approved per applicable codes. • Corrections required prior to approval. COMMENTS: 2 3 4113 / r S-0 GS +vv Inspector: Date: 11/01/1i REINSPECTION pa REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD «251 Retain a copy with permit PERMIT NO. INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -36 Permit Inspection Request Line (206) 431 -2451 Project: tri /%rs 1J Type of Inspection: lop/ Address: ( Date Called: Special Instructions: Date Wanted:. iqigg, a.rrT dr..„,n. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. /6 COMMENTS: to N I'S mr- !" {x551 1J 1r t46 ri REINSPECTI N FEE REQUIREIi. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ...iy,..q %ha, "Mere ......40wFAILaaem .tern .._ 36 INSPECTION NO. INSPECTION RECORD Retain a copy with permit (t4 $ I PERMIT O. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3 Permit Inspection Request Line (206) 431 -2451 Project: ,..1.-v� Type of Inspection: AO( Address: Date Called: Special Instructions: Date Wanted:. '� r j ,�'hr . Requester: 46 Phone No: 2 I31( EJApproved per applicable codes. ElCorrections required prior to approval. COMMENTS: CAs Stf t5'a 40+ T-o 17 '1 +�'o Inspector: (Date: /2-AL/11 ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD (1/11- /,��� 3: 3 Retain a copy with permit V INSPECT N NO. PERMIT NO. CITY OF' TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 ca. (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: %I Type of Inspection: l 06 l Address: Date Called: ' Special Instructions: Date Wanted:. 1 30 en' 6.3.1. Requester: ihr" tt 'SH.: oicsr &Sr s iDC .....n Phone No: aApproved per applicable codes. ElCorrections required prior to approval. COMMENTS: l ' tAkYr SIDf C4)4 1 Ts trn-i- .9 -on f5 ewide ihr" tt 'SH.: oicsr &Sr s iDC 115- ro 1110 ik44D of ec r St Df REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 311 INSPEC N NO. INSPECTION RECORD Retain a copy with permit P ' MIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 FL.. (206) 431 -3 Permit Inspection Request Line (206) 431 -2451 Project: ei TUK 1 Type of Inspection:oO / / Address: Date Called: Special Instructions: Date Wanted:. /, �9 . P• Requester: Phone No: ❑ Approved per applicable codes. OCorrections required prior to approval. COMMENTS: .4r t5r4P / u �' Jt Sltft Sod m Tb 154% +04) Inspector: dr:1 Affic 1Date: 1t/Zq /i n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspectioh. 8 • • 33 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION • 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: flik- Type of Inspection: 74 O 1 Address: Date Called: Special Instructions: Date Wanted:. I t ' 7 p.m Requester: Phone No: DApproved per applicable codes. Corrections required prior to approval. COMMENTS: .. 27C 3 " Pao 1 '!R 2.--" LAJCs stmt• hoick iqS ♦ ¶o w - V Lii.16 rr Inspector: rye\ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. Date: In 3l INSPECTION RECORD e Retain a copy with permit INSPECTION NO. P RMIT NO. CITY OF TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukwila. WA 98188 it (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project: 'r ATI ir‘JK, Type of Inspection: 7 Address: Date Called: Special Instructions: Date Wanted:. A ifiro r).m. Requester: Phone No: aApproved per applicable codes. D Corrections required prior to approval. a COMMENTS: Rk sip( irKoti 50014 64D/(pi&I ARM trt) Date: I►1611 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 3/ INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF' TUKWILA BUILDING DIVISION ' 6300 Southcenter Blvd., #100, Tukwila. WA 98188 vit° (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Project: ei r- t� Type of Inspection: A ;7'c3/ - 1tbtk 5ovr4 T plc + 5.6 Address: • Date Called: Special. Instructions: Date Wanted:. ' r a.m. 4"` Requester: Phone No: Approved per applicable codes. a Corrections required prior to approval. /2 COMMENTS: A - 1tbtk 5ovr4 T plc + 5.6 DA bit51" SID( PAN t 0 1‘.. PA. 6 Vii` i t L Inspector: Date: 0 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. P. 3o INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF`TUKWILA BUILDING DIVISION 6300 Southc'en'ter. Blvd., #100, Tukwila. WA 98188 it (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Project: 7 Type of Inspection: 7,6 i Address: Date Called: Special Instructions: Date Wanted:. / 1 / a Requester: Phone No: t. Approved per applicable codes. ['Corrections required prior to approval. S' COMMENTS: tti gistr-S 51 IC2-1461;64 Po (i► 5 zi A— Lwe /4 J kr f 6 Inspector: Date: tr4\ 01REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at.6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. . tea. .a. 1 ea_ . ali-6112,51 INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 `Permit Inspection Request Line (206) 431 -2451 (206) 431 -36 Project: i /k. `j Type of Inspection: 7o4f Address: Date Called: Special Instructions: Date Wanted: . + ! I Requester: Phone No: J Approved .per applicable c a.Corrections required prior to approval. COMMENTS: cp 4_, S/ tdaa. &X ie- s U "e — 10411 P*tS 3g f y 8 5-6 IC, (Date: 1 I v t f // REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. .INSPECTION NO. INSPECTION RECORD Retain a copy with permit P RMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -36 Permit Inspection Request Line (206) 431 -2451 Project: Address: Pi( Type of Inspection: 71)64/ Date Called: Special Instructions: Date Wanted: . Requester: f VI/ a.:(0-Pl. Phone No: . DApproved per applicable codes. aCorrections required prior to approval. COMMENTS: it Sovrvk C.A855ih fit' i dart Inspector: Date: ' ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit .. INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -367 Permit inspection Request Line (206) 431 -2451 rx� Project: Cal r Type of Inspection: 700 / Address: Date Called: Special Instructions: Date Wanted:. ///02._ Lehi. Requester: Phone No: IJAppwved per applicable codes. COMMENTS: aCorrections required prior to approval. P6; - 645T to i 51- ci .o 56 (4t1 Al F - L r'6 , 2t' 2x 3 'Inspector: 6(44 Date: it /o3/t � REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 1 2(0 INSPECTION RECORD Retain a copy with permit J�— 64- 0Y 3 INSPECTION NO. RMIT NO. CITY OF' TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Pertnit Inspection Request Line (206) 431 -2451 Project: ; v 1r Address: t �`` Type of Inspection: Date Called: Special Instructions: Date Wanted: . /o/3/ a p.m Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: - Sit, c i i TS A LJc r .bt ,5. c . ti 4Ia2TGl or i�a'""D 1 p,(. I . Ca C\ of kl-rt- ', uiod 1 mho\ Date: 1131/11 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Zi INSPECTION NO. INSPECTION RECORD Retain a copy with permit P RMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -36 Permit Inspection Request Line (206) 431 -2451 'Project: i4 TIC Type of Inspection: Address: Date Called: Special Instructions: Date Wanted: . Requester: 7cof Phone No: lJApproved per applicable codes. D Corrections required prior to approval. COMMENTS: ithri - aiocr sox Totpum e- LAW( (Inspector: V "1 IDate: io /v 1 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit P ' MIT N0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Project: A (�1 r7 iiK Type of Inspection: 780/ Address: Called: Special Instructions: Date Wanted: I z c...-3-; Requester: Phone No: EjApproved per applicable codes. DCorrections required prior to approval. COMMENTS: - btkci 61r)( 'ra.C-4,I4 I 2_" L141 1 4.1p 2)c 3 1At ccAN CC- 5,r1,+lb n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit nv P�411/C RMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -36 Permit Inspection Request Line (206) 431 -2451 Project: m }� ,tJ Type of Inspection: 7 ov / Address: Date Called: Special Instructions: Date Wanted:. am /D Requester: Phone No: ;53 toOto /39 5" ElApproved per applicable codes. ElCorrections required prior to approval. COMMENTS: totA b wisk - L-14 Votee5 7- , Om es) 5(1,,atA C Yoa 3 (Inspector: (Date: 424 tip ❑ REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit -otO ERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3 Permit Inspection Request Line (206) 431 -2451 Project: e J ■ Type of Inspection: 7061 Address: Date Called: Special Instructions: Date Wanted:. /O der a.m: Requester: Phone No: Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: elAA1C wAie ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. edN INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -36 Perrnit Inspection Request Line (206) 431 -2451 041-mi,c Project: Address: • 7 J Type of Inspection: .7a/ Date Called: Special Instructions: Date Wanted: . /0 /2J a p.m. Requester: Phone No: ,A5 666 1375 E] Approved per applicable codes. ElCorrections required prior to approval. 'COMMENTS: _?)01,6 FiAsfs p,73 7517 sts Inspector: Date: /0/24(11 / REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD j./ ij_01f75 1 Retain a copy with permit P RMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 It. (206) 431 -36 Permit Inspection Request Line (206) 431 -2451 Project: CI Ph( PI Type of Inspection: 7, , Address: Date Called: Special Instructions: Date Wanted:. /Oh 1 ,� �p Requester: Phone No: A-3 ‘o( 375" ❑Approved per applicable codes. Corrections required prior to approval. COMMENTS: 0,K. - 6n1Doi i S $frJ l 1 �nST",W�T. n @a,JniECi U�Hr� _ a.V� � ) /�i�1Dt�/SoJfFF K(4(1S �N of3r A49 (ksT sII)f 51 4A .I Inspector: Date: 10 111 I ,1i 1 REINSPECTION FEE REQUIRED. Pfior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPEITION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION OAMICA 6300 Southcenter Blvd., #100, Tukwila. WA 98188 vt (206) 431 -3 Permit Inspection Request Line (206) 431 -2451 Project: ri lug\ Type of Inspection: /00 i Address: Date Called: Special Instructions: Date Wanted: . �fm,,. Requester: j Phone No: Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: ukxY((,,ILaJ 04DJfT5 to /tai. 5d ( /21 TO al/ Inspector: Date: /° /ILi 'I n REINSPECTION FEE REQUIRE ! . Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. IR INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -36 Permit Inspection Request Line (206) 431 -2451 Project: C1/7 T, }"\. Type of Inspection: off/ rr Address: Date Called: Special Instructions: Date Wanted:. /0/93 :m: Requester: Phone No: Approved per applicable codes. Corrections required prior to approval. COMMENTS: V �1 (Oititc-4 104 17 MAO 6 to 4-n b(4%1441 AJPI-_ tiIex JE Inspector: Date: /af3 ust 1I REINSPECTION FEE REQUIRED. Pribr to next inspec tion fee be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECT! I N NO. INSPECTION RECORD' Retain a copy with permit (xN9 -waS PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Igo. (206) 431 -36 Permit Inspection Request Line (206) 431 -2451 Project: '!t ' �_`/ 1 ` Type of Inspection: 700/ Address: Date Called: Special Instructions: Date Wanted:. /b /2.-- Requester: Phone No: , ElApproved per applicable codes. Iorrections required prior to approval. COMMENTS: - 1 L^ 9 bs /b J V V � T N C" (`l4 /� -f-, a ftnspector: -� (Date: /0 ❑ REINSPECTION FEE REQUIRED. prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 INSPECTION NO. INSPECTION RECORD Retain a copy with permit thk'fK PERMIT CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 es (206) 431 -36 Permit Inspection Request Line (206) 431 -2451 Project: Type of Inspection: 700/ Address: 3-C. Pl- Date Called: Special Instructions: Date Wanted: . /O .m. p.m Requester: Phone No: ❑ Approved per applicable codes. Corrections required prior to approval. COMMENTS: Pk 9i' - 041) 42wAp . eodbor5 24,3" ! 1 x1„ Inspector: (Date: / 1 ri REINSPECTION FEE REQUIREb. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION NO. INSPECTION RECORD Retain a copy with permit PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 r' Project: Gil/ v ik Type of Inspection: 700 J Add: t Date :::. Date /0/or a.m. Requester: Phone No: Approved per applicable codes. QCorrections required prior to approval. , COMMENTS: t 1‘114 CA0551 4G� et-r- UAIe � - (h51' <ScDb Inspector: 'Date: / �S REINSPECTION FEE REQUIRED. Prior to next inspecti n, fee must be • paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • INS 'ECTIoN NO. • INSPECTION RECORD (AP 11�� Retain a copy with permit `'� PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter BIvd., #100, Tukwila. WA 98188 0, (206) 431 -36 Permit Inspection Request Line (206) 431 -2451 Project: �� TO IS Type of Inspection: 700 I rJ Address: Date Called: Special Instructions: Date Wanted:. 71/30 6 Requester: Phone No: Approved per applicable codes. a Corrections required prior to approval. COMMENTS: vod b stS /, 2 Inspector: 4... jiti Date: .5O j REINSPECTION FEE REQUIRED. krior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Su to 100. Call to schedule reinspection. i3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit ful -aNL51 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Ip (206) 431 -3 Permit Inspection Request Line (206) 431 -2451 �° Project: 6 fix. rii(` Type of Inspection: 27oo/ Address: r. Date Called: Special Instructions: i Date Wanted:. 01 41; Requester: Phone No: ;51 (A 13,7 s Approved per applicable codes. Ei Corrections required prior to approval. /0 COMMENTS: Yfr bt+4-) egt651A1 6Asi bjecr trr 41( 3" Mp 2-x 2n Inspector: 16664(Ai Date: a Q -7 s1 J F-7 REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 17 INSPECTION NO. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 x(206) 431 -3 Permit Inspection Request Line (206) 431 -2451 Project: Cirt II J Type of Inspection: 00 / Address:6.64 pil ! ,r Date Called: Special Instructions: Date Wanted:. 13 6 Requester: Phone No: ❑ Approved per applicable codes. 11- Corrections required prior to approval. COMMENTS: 2-x " mi I x zP des( Sri A iet w1 ¶1 sfott (# REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 I INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 192206) 431 -36 Permit Inspection Request Line (206) 431 -2451 tJA1-tY1s Project: 6 Type of Inspection: DO if 21 S ( 3 " MO /YU' / 1J ..1". 0 .T . Address: Date Called: D- i....14e, ?a sT4. %ioi. Special Instructions: Date Wanted:. ���� Cp.in Requester: .0 Phone No: DApproved per applicable codes. ECorrections required prior to approval. COMMENTS: 21 S ( 3 " MO /YU' / 1J ..1". 0 .T . YeS/r 61De D- i....14e, ?a sT4. %ioi. .0 1InsPector:j REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • • INSPECTION RECORD Retain a copy with permit . 'INSPECTION NO.' • PERMIT NO. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd.., #100, Tukwila. WA 98188 vz.. (206) 431 -36 Permit Inspection Request Line (206) 431 -2451 6IOL1l5'1 Project f);_, 1ILA u,J Type of Inspection: 7O0/ Address:' Date Called: Special Instructions: • Date Wanted:. Vo �m. p.m Requester: kb Phone No: 25-3 wx/ t31," Approved per applicable codes. D Corrections required prior to approval. COMMENTS: t 6k 5 +cE at. -rte fL / ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -3 Permit Inspection Request Line (206) 431 -2451 tz- Project:6 �J� 1 Type of Inspection: 70ei Address: Date Called: Special Instructions: Date Wanted:. *- m. Requester: Phone No: E3Approved per applicable codes. Corrections required prior to approval. 9 COMMENTS: 5-1A- To /34 c)ote5 it it t(�1 ,53, 557,0 (oa 195 � • Inspector: 'Date: o7Zy/Ir_ ri REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectioh. INSPECTION RECORD Retain a copy with permit INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 Ir$ (206) 431 -36 Permit Inspection Request Line (206) 431 -2451 0.41-0145-1 Project: ari �A , �'�� .44 Type of Inspection: 77/ Address: Date Called: Special Instructions: A_'F` „ i � D Date Wanted: . �p D 2 p.m. Requester: Phone No: f 6.0401375.-- f,, 3 LIApproved per applicable codes. Corrections required prior to approval. COMMENTS: 'uVA� ir� I/O. Ta l?.v .. Inspector: Date: O k z2 1 ri REINSPECTION SEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectioh. INSPECTION RECORD Retain a copy with permit INSPEC1.10N: N0. ' ERMIT NO. CITY OF' TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Project: /1 1 v Type of Inspection: 7 / / Address: Date Called: Special Instructions: • - - Date Wanted:. �'Y ,gym. �pJ, Requester: g05 Phone No: 253 406 f37 Approved per applicable codes. ElCorrections required prior to approval. COMMENTS: ?Da gasfcf 30 � 3� Inspector: -.1' Date: r t • REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be • paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. INSPECTION RECORD �j t Retain a copy with permit W� INSP CTION NO. P RMIT NO.' CITY OF TUKWILA BUILDING DIVISION' 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Project: 6 ai���� A /7 i`%t Type of Inspection: �� Address: Date Called: Special Instructions: Date Wanted: /z7 a.rn p.m. Requester: Phone No: ElApproved per applicable codes. Corrections required prior to approval. COMMENTS: pr/ - DA-9 ca.e55/41 4,fE ,7-ix 3 n of 49 1 x Z" SVAr Inspector: 66 Ioate Ji . n REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be • paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. • INSPECTION RECORD Retain a copy with permit INSPECTION NO. EMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -36 Permit Inspection Request Line (206) 431 -2451 Project: // 4.11/1 Lk Type of Inspection: 7 i 00 Address: Date Called: Special Instructions: -, Date Wanted: 7/1 a ' m, Requester: Phone No: ElApproved per applicable codes. •r Corrections required prior to approval. ` COMMENTS: ber 5.G Fl 44j> Situert,6 Inspector: \A-4A/Akis Date: 07 n REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection: INSPECTION RECORD �; 0111K Retain a copy with permit INSPE(ITION NO. ERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -367 Permit Inspection Request Line (206) 431 -2451 Project:Se oc-n J� j., , `Type N/l/�A� of Inspection: 7 i Addr e(� Date Called: Special Instructions: Date Wanted: 4 Requester: Ko_„.6 tV riP (k 64-stO e erw4 L7. Phone No: 74-3 400 orr LJApproved per applicable codes. aCorrections required prior to approval. COMMENTS: ' . W tV riP (k 64-stO e erw4 L7. — 91 YO i kr 1704"1- O Q eaD L -C L_ `.. �o &i 5t wr 5f'lnx (1_, bkositAie-5( Date: rnspeuor. v / /�� n7f ' 1 REINSPECTION FEE REQUIR D. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. 3 INSPECTION NO. INSPECTION RECORD Retain a copy with permit 61/Dilic- PERMIT NO. CITY OF TUKWILA BUILDING DIVISION E- 6300 Southcenter Blvd., #100, Tukwila. WA 98188 (206) 431 -36 Permit Inspection Request Line (206) 431 -2451 Project: !�' � � r ,� Type of Inspection: 700/ Address:p, of 5 -C- pi. Date Called: Special Instructions: Date Wanted: (/ 1 a. . Requester: = z INSPECTION RECORD Retain a copy with permit INSPECTION NO. ERMIT NO. CITY OF TUKWILA BUILDING DIVISION L 6300 Southcenter Blvd., #100, Tukwila. WA 98188 } B- (206) 431 -3670 Permit Inspection Request Line (206) 431 -2451 Project:�t � 'UK' Type of Inspection:o/ Address: j.t. Fi IA , /iv Date Called: Special Instructions. Date Wanted: /('a. (1;71.. Requester: 1 Phone No: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: I PA Atu 6)041)011, kr AL row64, rAt AA> a6th, Inspector: Date: 07/041a r7 REINSPECTION FEE REQUIRED. Prior to next inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. .e...�., a•& r c. • INSPECTION RECORD Retain a copy with permit INSPE ION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila. WA 98188 + (206) 431 -36 Permit Inspection Request Line (206) 431 -2451 Project: ��0A 00; Type of Inspection: ® I VI Address: Date Called: f Special Instructions: Date Wanted: 4 oil? m. Requester: Phone No: ElApproved per applicable codes. Ij Corrections required prior to approval. COMMENTS: VI ?Cla b eeJNtT s v,8Ss M4.ovP f Air /got. q 5-c-. Py s Inspector: Date: ato or$ i� REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be paid at 6300 Southcenter Blvd.. Suite 100. Call to schedule reinspection. CONSTRUCTION NOTES: 0 CONSTRUCT FOUNDATION AND INSTALL TYPE III SIGNAL STANDA WITH A 28 FOOT MAST ARM. INSTALL THREE VEHICLE HEADS, 0 TYPE 721 OPTICOM DETECTOR, ONE PEDESTRIAN SIGNAL HEAD, PEDESTRIAN PUSH BUTTON, ONE TERMINAL CABINET, ONE STRE NAME SIGN, AND ONE LUMINAIRE. ® CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J -21.10 AND INSTALL ONE TYPE PS POLE WITH ONE PEDESTRIAN SIGNA HEAD AND ONE PEDESTRIAN PUSH BUTTON. No G: . �w��rjvNS "nges shall be made to the ape NE of work without prior a Tuk'U ✓iIa Build' ' „ ppro 1 of IVISIO ts!cyr : Revisions will re. 00 0:-:c1 may ifC'ude _ :: ,)�►.;:' an �:5�. • . CONSTRUCT FOUNDATION AND INSTALL TYPE III SIGNAL STANDARD WITH A 47 FOOT MAST ARM, WITH THREE SIGNAL HEADS, ONE VEHICLE HEAD ON POLE, ONE TYPE 721 OPTICOM DETECTOR, ONE STREET NAME SIGN, TWO PEDESTRIAN SIGNAL HEADS, TWO PEDESTRIAN PUSH BUTTONS, ONE TERMINAL CABINET, ONE TRAFFIC MONITORING CAMERA (CCTV) AND ONE LUMINAIRE. 03 CONSTRUCT FOUNDATION AND INSTALL ONE TYPE III SIGNAL STANDARD WITH A 62 FOOT MAST ARM, THREE VEHICLE HEADS, ONE MODEL 721 OPTICOM DETECTOR, ONE STREET NAME SIGN, ONE LANE CONTROL SIGN. ONE PEDESTRIAN PUSH BUTTON, ONE PEDESTRIAN SIGNAL HEAD, ONE TERMINAL CABINET, AND ONE LUMINAIRE. ® CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J- 21.10 -00. INSTALL TYPE PS SIGNAL STANDARD WITH ONE PEDESTRIAN SIGNAL HEAD, AND ONE PEDESTRIAN PUSH BUTTON. ® CONSTRUCT FOUNDATION AND INSTALL TYPE III SIGNAL STANDARD WITH 37 FOOT MAST ARM, THREE VEHICLE HEADS, ONE TYPE 721 OPTICOM DETECTOR, ONE STREET NAME SIGN, ONE PEDESTRIAN SIGNAL HEAD, ONE PEDESTRIAN PUSH BUTTON, ONE TERMINAL CABINET, AND ONE LUMINAIRE. ® CONSTRUCT FOUNDATION PER WSDOT STANDARD PLAN J- 21.10 -00. INSTALL TYPE PS SIGNAL STANDARD WITH ONE PEDESTRIAN SIGNAL HEAD, AND ONE PEDESTRIAN PUSH BUTTON. ® SPLICE NEW LOOP WIRES TO NEW LEAD —IN WIRES IN EXISTING JUNCTION BOX. REMOVE EXISTING LOOP WIRES. ® INSTALL TYPE 3 INDUCTION LOOP PER WSDOT STANDARD PLAN J —SC AND CITY OF TUKWILA STANDARD DETAIL RS -28. CQ REMOVE EXISTING SIGNAL STANDARD AND FOUNDATION. ® REMOVE JUNCTION BOX. BACKFILL VOID. MATCH EXISTING SURFACING. CO CONSTRUCT CONTROLLER CABINET FOUNDATION PER CITY OF TUKWILA STANDARD DETAIL RS -22. RELOCATE EXISTING CONTROLLER CABINET AND CONTROLLER TO NEW FOUNDATION. TERMINATE ALL SIGNAL AND COMMUNICATION WIRES. 10 PROVIDE TRAFFIC MONITORING CAMERA (CCTV) PER DETAILS ON ILLUMINATION PLANS AND PER SPECIAL PROVISIONS. THE CONTRACTOR SHALL DELIVER THE CAMERA TO THE CITY OF TUKWILA TRAFFIC OPERATIONS AND MAINTENANCE DEPARTMENT. COORDINATE THE INSTALLATION OF THE CAMERA, WHICH SHALL BE DONE BY THE CITY. SEE DETAIL ON SHEET TS05. 11 INTERCEPT EXISTING CONDUIT AND EXTEND WITH NEW CONDUIT TO NEW JUNCTION BOX. 1© CITY TO TERMINATE FIBER OPTIC CABLES AT CONTROLLER CABINET FIBER OPTIC DISTRIBUTION PANEL. 3. SEE ILLUMINATION PLANS. ® SEE ILLUMINATION FILL 15 DIRE OONppAL BORE COND ()REM REM�VE°�R�P,/`�'' t�l ^� min approval is subject to errors and om!ss! mat of construction documents does not authori fir .:s< Ation of any adopted code or ordinance. Receipt oft ►proved Field Copy and conditions is ac cnowledged: Q 2 HEADS N0. By Date: 5- Yom- �o N T23N,R4E,WM TRAFFIC SIGNAL LEGEND:. ® SIGNAL POLE - VEHICLE SIGNAL HEAD VEHICLE SIGNAL HEAD (LEFT TURN) ▪ TENON - - PEDESTRIAN SIGNAL HEAD — a EMERGENCY VEHICLE DETECTOR K M TRAFFIC MONITORING CAMERA (CCTV) MAST ARM MOUNTED SIGN CONTROLLER CABINET SERVICE /BBS CABINET El JUNCTION BOX TYPE 1 O JUNCTION BOX TYPE 2 O DUAL —LID JUNCTION BOX TYPE 8 PULL BOX, SEE ILLUMINATION PLANS h•� ▪ \A 0 10 20 40 SAO 2. Tukwila DlvlslOr y INTERCONNECT. VEHICLE SIGNAL HEADS 11, 13, 31, 51, 71 ■ e HEADS NO. 61/12 HEADS NO. 21, 22 41, 42 62 81, 82 12" RED (TYP.) 12" AMBER (TYP.) 12" GREEN (TYP.) 12" GREEN (TYP.) PEDESTRIAN SIGNAL HEADS 15 PLAN PORTLAND ORANGE (UPRAISED HAND AND NUMBERS) LUNAR WHITE (WALKING PERSON) PEDESTRIAN HEADS NO. 28, 29, 48, 49, 68, 69. 88, 89 LUOM1 MAT STA. 13+25 SEE SHEET TS02 SIGNAL PHASES .t►` 01+06 02+05 BLANK .63 07 VEHICLE MOVEMENT PEDESTRIAN MOVEMENTS DISPLAY NOTES 1. ALL VEHICLE SIGNAL HEADS SHALL BE CONVENTIONAL TYPE WITH LED LENSES AND BE EQUIPPED WITH TUNNEL VISORS AND BACK PLATES. 2. ALL VEHICLE SIGNAL HEADS SHALL USE MOUNTING "TYPE M" EXCEPT HEAD 13 SHALL HAVE MOUNTING "TYPE K ". 3. ALL SIGNAL HEADS SHALL BE PAINTED GREEN ON ALL SURFACES. THE INSIDE OF VISORS AND THE FACE OF THE BACK PLATES SHALL BE FLAT BLACK. 4. ALL PEDESTRIAN SIGNAL HEADS SHALL BE LED TYPE WITH SOLID SYMBOLS AND SHALL BE EQUIPPED WITH "Z" CRATE VISORS. 5. ALL PEDESTRIAN SIGNAL HEADS ON TYPE III, V, AND SD POLES SHALL USE MOUNTING TYPE "E ". ALL PEDESTRIAN SIGNAL HEADS ON TYPE PS POLES SHALL USE MOUNTING TYPE "0 ". 6. ALL PEDESTRIAN SIGNAL HEADS SH OPTICOM PHASES DEVICE SIGNAL PHASES A 02 AND 05 B 04 AND J 7 C 01 AND 06 D 03 AND 08 *ENGINEERING* STREETS* WATER *SEWER *PARKS* BUILDING * By Date Designed KAMA 02/10 Drawn OXA '02/10 Checked AMTS 02/10 Proj Eng MLF 02/10 Proj D'2/ Field Bk # DAVID EVANS Q AND ASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL- 1041(003) SOUTHCENTER PARKWAY EXTENSION SOUTHCENTER PARKWAY /S. 180TH ST. TRAFFIC SIGNAL PLAN MAY 13 2011 PERMITCE J • 3 } V CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 No. Date Revisions TS01 176 of 257 File No. TUKA0001 TSm01.dag Scale AS SHOWN Date 02/10 J WATER VAULT SO.UT.HCENTER PARKWAY . • , A PH 107400 S 12'00'24 +i • O O o0 ~ 10 (/) W W Z co J w = w co (TYP. ) CG PLAN 1- T23N,R4E,WM O O s- r- N Ww Z= J w =w I 2 SOUTHCENTER PARKWAY PLAN MATCHLINE STA. 13 +25 SEE SHEET TS01 PLAN 0 10 20 40 — �— REVIEWED FOB, COMPLIANCE WITH NFPA 70 m NEC L City of Tukwila U ILDING DIVISION MAY 2 3 2011 GENERAL NOTES 1. SEE SHEET TS01 FOR LEGEND. 2. SEE SHEET TS05 FOR WIRE NOTES. ECE ED MAY 13 2011 ER CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 PUBLIC WORKS DEPT_ •ENGINEERING •STREETS • WATER•SEWER•PARKS •BUILDING • By Date Designed KAHA 02110 Drawn OXA 02/10 Checked AMTE 02110 Proj Eng MLF 02110 Proj Dv Field Bk# DAVID EVANS AN. ASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL - 1041(003) SOUTHCENTER PARKWAY EXTENSION SOUTHCENTER PARKWAY /S. 180TH ST. TRAFFIC SIGNAL PLAN No. Date Revisions TS02 177 257 File No. Tt1KA0001_T2sho2.Erg Scale AS SHOWN Date 02/10 CONTROLLER r oz w U a WL E2IESSEIN-0N W ® BR �6 -W �6DIDMEIN-BL naELIN-R 12==g1-0 BARE 0 BARE BARE _ 0 — ® BARE 9 [01=10 Daii:14kG na=RF8 604 18 44W �•FAC R 41=3 W� 0 IACMED B R 4=2 G 41=2 0 B R 411=2=2 G4l:Z=EK3 0 8 R 4417= 8 W B W W W -E1=10 B W W B W 8 OfTIM, LIC W CNTYMC•E W 8 -© B W W-® Qa 8 W B w B-♦• 9 W 2a B -ga:D=E2 w-ElamE21 El -gliasEics B W W� W - B w B w W4glanDES ^•1••C•] OWT:i'7Cio CIFIrL CEIf�C a TA 11717100 N3 Iu❑ f MEMO DM im R G w 0 ON Y3C opC • CmC R G- w- 0-' B-- R R— ' • 01:C 0-- G JE ]C 0— 8441M101-W—' Cl333C 9- R CE3IC R- JLINC G OE C B 6 4 8— W 6 -w TERMINAL CABINET TO CONTROLLER SIGNAL POLE NO. 1 SIGNAL POLE NO. 1A m❑ r SIGNAL POLE NO. 2 tAs 1B 0 JUNCTION BOXES 0 6A1 8 GAP • ' � t■ U_ "- .t 6� _ r 21 1 31 I-t i-t t 2 61/12 69 i /68 niki tie 49 M ❑ Nil REM❑ ND 0 77[•1➢C 81 31 R R j1 R � 0 ERZA-0- 8 633 _0- 01MIAL 682 0 EITEIC C .13DC B F7[111C MUSIC 0 3 o m 0 0 0 U R -G -B •-W R 0 G 8 -R -G -w CatIC OUNC CCiLIC CL3S%C C[331C CI3DC adZLIC C[EBC C1IT3)C CSC OTC Ctl31C R G W CIr7�C ❑F1IdC R- O- G, B- w, R-- 0- 0- 8- w- 0 CPI•LIC 0- TERMINAL CABINET Y 0 SIGNAL POLE NO. 4 SOUTHCENTER PARKWAY 43 R CrZSIC R-' -G C3C G- OLLLIOC W-' -0 CUM 0- -B CYZ1C B- �R CSC R -• CCC O- G OL3lHD G- CUOC 8- = CCQ:BC W- RCL$71CR -0 CSC 0- -G D( 1C G- -8 J(Z1C 8- -wCEii9Cw-- -R CPJ'31C R �c C:Y33C G- �W CtIIBC w- '-0CVi C0- — RC[I1GR-' —0 CEC 0-1 —G CL317C G-' —W-41481 8-' —B40.1Mg1W- TERMINAL CABINET 71 41 42 3I 1C R- 7L331C R- �0- 6®-0- �C� ®-0 644 0--1 �B 646 W� 164644-4- LEMEI-G- 6®-8- w, 11113DC ID 0-' w- 0- COUR IEWED FOR COMPLIANCE WITH NFPA 70 - NEC JUNCTION BOXE1AY 2 3 2011 City of 'Tukwila UILDING DIVISION 0, —R —0 —0 —w —8 ,--R --O -G —8 ,- TERMINAL CABINET SIGNAL POLE NO. 3 mita SIGNAL POLE NO. 3A JUNCTION BOXES C13I10 C�3C CE3l3C CSC 01:111C CQi3C CE3iiC CSC • C ¢ v 1 1 to ❑ ❑ 0 U -0 -W -0 RECEIVE ®o.. MAY 132011 J ❑m ❑� PERMIT • 0 CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 PUBLIC WORKS DEPT_ *ENGINEERING* STREETS * WATER•SEWER • PARKS • BUILDING • Designed Drawn Checked Proj Eng Pro' Dir Field Bk # BY KARA OXA AMTE MLF Date 02110 02/10 02/10 02110 DAVID EVANS ANDASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL - 1041(003) SOUTHCENTER PARKWAY EXTENSION SOUTHCENTER PARKWAY /S. 180TH ST. TRAFFIC SIGNAL WIRING DIAGRAM } F V No. Date Revisions TS03 178 257 File No T5KA0001 5803 .9.0 Scale AS SHOWN Data 02/10 FOUNDATION DEPTH TABLE ALLOWABLE LATERAL BEARING PRESSURE (psf) FOUNDATION TYPE re (CUBIC FEET) TYPE 11,111 AND SD MAST ARM STANDARDS 600 900 1,200 1,500 1,900 2,300 1,000 3' ROUND 3' SQUARE 4' ROUND 10' 8' 8' 10' 8' 8' 11' 9' 9' 11' 9' 9' 13' 10' 10' 15' 11' 11' 1,500 3' ROUND 3' SQUARE 4' ROUND 8' 7' 7' 8' 7' 7' 9' 7' 7' 11' 8' 8' 13' 8' 8' 15' 9' 9' 2,500 3' ROUND 3' SQUARE 4' ROUND 6' 6' 6' 6' 6' 6' 7' 6' 6' 11' 6' 6' 13' 7' 7' 15' 7' 7' THIS TABLE BASED ON A 0 VALUE OF 26' FOR DOUBLE MAST ARM STANDARDS WITH 90' BETWEEN ARMS, USE THE LARGER XYZ VALUE FOR FOUNDATION DEPTH SELECTION. A SPECIAL FOUNDATION DESIGN IS REQUIRED FOR DOUBLE ARM STANDARDS IF THE ANGLE IS NOT 90'. 3/4" CHAMFER UNPAVED SURFACE CLASS 3000 CONCRETE 3 8 DIA. PLASTIC DRAIN TUBE GROUT PAD THICKNESS= NUT HT. +1 MAX 101 111 um .Im PAVED SURFACE 8 NO. 8 BARS EQUALLY SPACED V 2 1/2 " CL jj4 HOOPS, RD. OR SQ. AT 1' -0" APPROX. CTRS. 3' SQ. OR RD., OR 4' RD. FOUNDATION DETAIL 0 0 0 r 0 u 0 U z a 4- O`er ORIENT N c O b 3yns POLE ORIENTATION LINE 3 9,0 POLE ORIENTATION ANGLE (P.O.A.) DEGREES CLOCKWISE FROM OFFSET LINE TO POLE ORIENTATION LINE (SETS ANCHOR BOLT ORIENTATION) PH ATTACHMENT POINT ALL HANDHOLES AT 180' FROM El STD. NO. XX SRXXX, MP XXX.XX MANUFACTURER APPROVED DWG. XXXXXX FAB. X /XX /XXXX SIGNAL STANDARD IDENTIFICATION TAG DETAIL EXAMPLE SIGNAL STANDARD NO. STATE ROUTE AND MILE POST NO. APPROVED DRAWING NO. FABRICATION DATE NOTE: CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS AS FOLLOWS: POLE SHAFT - LOCATED WITHIN 6" ABOVE HAND HOLE, SIGNAL AND LUMINAIRE MAST ARM - LOCATED WITHIN 6" OF THE POLE SHAFT CONNECTION POINT. TEXT SHALL BE A MINIMUM OF 3/16 " HIGH, STAMPED OR EMBOSSED. • IF E1 OR E2 SIGNAL ARM IS NOT NINETY DEGREES TO THE ANCHOR BOLT PLATE THEN SPECIAL DESIGN POLE LOCATION STATION POLE ORIENTATION AND ATTACHMENT POINT DETAIL TYPE PPB PPB POST TYPE PS PED. HEAD STANDARD TYPE I VEHICLE HEAD STANDARD 0 STD. NO. 02 SR97, MP 069.09 MANUFACTURER APPROVED DWG. AB12345 FAB. 6/14/2002 REVIEWED WITH COMPLIANCE NFPA 70 ° NEC MAY 2 3 2011 SIGNAL DISPLAY VERTICAL CLEARANCE (FEET) FROM STOP LINE UNITS OF VERTICAL CLEARANCE REQUIREMENT City of UILDING DIVISION ROADWAY TYPE II MAST ARM SIGNAL STANDARD TYPE III COMBINATION LIGHTING AND MAST ARM SIGNAL STANDARD TYPE IV STRAIN POLE STANDARD TYPE V COMBINATION UGHTING AND STRAIN POLE STANDARD a or b h 2' -0" MIN. 1 H 0 J CURB OR EDGE OF TYPE SD SPECIAL DESIGN STANDARD SHOULDER SIGNAL STANDARD DETAIL CHART 40' 45' 50' 53' -150' MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. 3 SECTION 12" 16.5 17.5' 16.5 19.2' 16.5 20.9' 16.5 22.0' B2 B3 B4 85 86 B9 B11 81 132 4 SECTION 12" 16.5 17.0' 16.5 18.0' 16.5 19.7' 16.5 20.8' F 01 G2 H 11 12 3' RD. 3' 5Q.4' RD. 5 SECTION 12" 16.5 17.0' 16.5 17.5' 16.5 18.5' 16.5 19.6' 18 40 28 18 9 5 UNITS OF VERTICAL CLEARANCE REQUIREMENT City of UILDING DIVISION ROADWAY TYPE II MAST ARM SIGNAL STANDARD TYPE III COMBINATION LIGHTING AND MAST ARM SIGNAL STANDARD TYPE IV STRAIN POLE STANDARD TYPE V COMBINATION UGHTING AND STRAIN POLE STANDARD a or b h 2' -0" MIN. 1 H 0 J CURB OR EDGE OF TYPE SD SPECIAL DESIGN STANDARD SHOULDER SIGNAL STANDARD DETAIL CHART STD. No. O LOCATION L FIELD LOCATION TYPE MOUNTING HEIGHT(FT) SIGNAL MAST ARM DATA LUMINAIRE ARM(FT) POLE ATTACHMENT POINT ANGLES (deg) FOUNDATION DEPTHS(FT) REMARKS OFFSET DISTANCES (FT) (Z) (POLE 1 TO ATTACHMENT POINT) WINDLOAD AREAS (FT) 2 (X)(Y) (X)(Y)(Z) STATION OFFSET LT. RT.P.O.A. Al A2 81 B2 B3 B4 85 86 B9 B11 81 132 83 B6 89 B11 TOTAL(FT)2 C D El E2 F 01 G2 H 11 12 3' RD. 3' 5Q.4' RD. 1 S.C. PKWY 109 +45 43.5' ✓ 0 III 18 40 28 18 9 5 11 9.3 9.3 9.3 18.8 681 16 0 0 90 180 0 10' 1A 180TH ST 11 +42 53' ✓ 0 PS 0 180 USE J- 21.10 -00 2 S.C. PKWY 111 +54 57' ✓ 0 111 18 40 47 35 30 24 15 9.3 9.3 9.3 16.5 1,233 16 85 85 330 175 270 225 85 0 11' 2A 180TH ST 11 +42 42' ,/ 0 PS USE J- 21.10 -00 3 S.C. PKWY 110 +65 43.5' ✓ 0 111 18 40 60 52 44 56 28 17 9.3 5.0 9.3 9.3 9.3 18.8 1,944 16 330 330 90 180 150 0 2B5 13' 3A S.C. PKWY 110 +58 50' ✓ 0 PS 265 0 USE J- 21.10 -00 4 S.C. PKWY 109 +41 61' ,/ 0 111 18 40 46 36 32 28 15 9.3 9.3 9.3 16.5 1,271 16 105 105 195 225 105�Fpemi %isr, NOTES: Q1 MOUNTING COUPLING INSTALLED AT OFFSET DISTANCE INDICATED IN CHART. ALTERNATE NOTE 1 FOR TYPE N MOUNT ONLY DRILL 1" HOLE IN MAST ARM AND INSTALL PLASTIC SPLLT BUSHING FOR CABLE ENTRANCE. Q2 FIELD INSTALLED. MAY 13 2011 q� -.}�•, ,. V TEE LEGEND: a. Vehicle Display b. Sign c. Street Name Sign Pre -Enpt Detector e. Deleted (10/22/90) f. Luminaire g. Pedestrian Display ■� h. Cabinet 1. PPB -M j. Handhole 3 11- u 0 } CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 PUBLIC WORKS * ENGINEERING • STREETS *WATER *SEWER • PARKS * BUILDING * By Designed Drawn Checked Proj Eng Proj D'c Field Bk # KAHA OXA AMTS MLF Date 02/10 02/10 02/10 02/10 DAVID EVANS AND ASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL - 1041(003) SOUTHCENTER PARKWAY EXTENSION SOUTHCENTER PARKWAY /S. 180TH ST. TRAFFIC SIGNAL DETAILS v No. Date Revisions TSO4 179 of 257 File No. TUKA0001 TSehOAdwg SCale AS SHOWN Date 02/10 dlo 02/22/10 3:56pm - P lt\ TUKA000000011 0400CAD\ TTDWG \SheetslTUKA0001_TSsh05.ct g T 23 N, R 4 E, WM WIRING SCHEDULE NO RACEWAY LOOP WIRES #14 LOOP DETECT 2C(SH) PRE- EMPTION DETECT 3C(SH) VEHICLE HEADS 5C 7C PED HEADS/ PPB 5C 38 SMFO VIDEO BcDE #8 GND. POWER #2 #8 COMMENTS COND SIZE (IN.) 1 2" 4 1 2 2" 6 1 3 2" 8 1 4 EX 1 -1/4" 6 1 5 EX 1 -1 2" 12 1 6 2 2 1 7 2" 5 1 8 2" 16 1 9 EX 3 1 10 EX 6 1 11 EX 7 1 ,2 EX 8 1 13 2" 1 1 2" 2 1 14 2" 2 1 15A 2" 6 1 1 15 3" 2 2 1 3" 1 SPARE 16 2" 1 1 2" 2 2 1 17 2" 6 1 18A 3" 12 1 1 18 3" 4 4 1 3" 1 SPARE 19 2" 1 1 2" 2 2 1 20 EX 2 -1/2" 1 2 2 1 21 EX 3' 8 1 EX 3" 1 1 1 COMMUNICATION 22 3" 8 1 3" 1 1 COMMUNICATION 23 2 -1/2" 1 2 2 1 24 2' 6 1 25 EX. 2" 8 1 26 EX. 2" 1 EX. 1 EX.SMFO (VERIFY CONDUIT) 27 2" 8 1 1 28 2" 1 EX. 1 REROUTE EX.SMFO 29 3' 1 30 2" 1 EX. 1 1 REROUTE EX.SMFO 31 3" 8 2 1 3" 4 3 1 3" 1 1 COMMUNICATION 32 3" 11 2 1 3" 4 4 1 3' 1 SPARE 33 2" 1 3 GENERAL NOTES: 1. ALL NEW PVC CONDUITS CONTAINING CONDUCTORS SHALL HAVE A GROUND WIRE. 2. SPARE /EMPTY CONDUIT SHALL CONTAIN BULL —LINE TAPE. 3. ALL CONDUIT SHALL BE RIGID PVC SCH 40 EXCEPT UNDER ROADWAY WHERE CONDUIT SHALL BE RIGID PVC SCH 80. 4. SEE ILLUMINATION PLAN FOR SEPARATE ILLUMINATION. 5. 6cDE IS A CABLE CONSISTING OF ONE COAXIAL CABLE AND 5 POWER CONDUCTORS AND WILL BE PROVIDED BY THE CITY. CD SIGNING NOTES SOUTHCENTER PKWY NOTE: REMOVE AND RESET EXISTING SIGN ON NEW MAST ARM. ♦ S. 180TH ST. S. 178TH ST. -► NOTE: REMOVE AND RESET EXISTING SIGN ON NEW MAST ARM. ♦ S. 178TH ST. S. 180TH ST. NOTE: REMOVE AND RESET EXISTING SIGN ON NEW MAST ARM. PELCO ASTRO —BRAC AB -3006 :2,11 R3-8 30 "X30" LUMINAIRE HEAD AND ARM PELCO SPECTRA IV SE SERIES DOME SD435 —PRE1 REVIEWED FOR COMPLIANCE ITH NFPA70 MAY 2 3 2011 Cry oTukwila I BUILDING ION 1 -6cDE (CITY — PROVIDED CABLE) SHOWN FOR REFERENCE ONLY. CCTV CAMERA AND ASSOCIATED EQUIPMENT TO BE PROVIDED AND DELIVERED BY CONTRACTOR TO THE CITY OF TUKWILA SIGNAL SHOP. CITY OF TUKWILA OPERATIONS AND MAINTENANCE CREW TO INSTALL CCTV CAMERA SYSTEM. CCTV CAMERA MOUNTING DETAIL (ON SIGNAL MOUNTED LUMINAIRE ARM) N.T.S. RECEIVED MAY 13 2011 PERMIT CENTER CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 PUBLIC WORKS DEPT_ * ENGINEERING • STREETS * WATER * SEWER • PARKS * BUILDING • BY Designed Drawn Checked KAMA OXA AMTE Date 02/10 02/10 02/10 Proj Eng MLF 02/10 Proj Dir Feld Bk # DAVID EVANS AND ASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL- 1041(003) SOUTHCENTER PARKWAY EXTENSION SOUTHCENTER PARKWAY /S. 180TH ST. TRAFFIC SIGNAL DETAILS No. Date Revisions TSO5 180 257 Ede No. TuKA0001 TUTIO5.449 Scale AS SHOWN Date 02110 J dlo 02/22/10 3:55pm - P:UITUKA CONSTRUCTION NOTES: ‘—‘ INSTALL TYPE III SIGNAL STANDARD WITH A 56 FOOT MAST ARM PER DETAIL SHEET TS09. INSTALL TWO VEHICLE HEADS, ONE PED HEAD, THREE TENONS, ONE TYPE 721 OPTICOM DETECTOR, ONE TERMINAL CABINET, ONE PUSH BUTTON, ONE STREET NAME SIGN AND ONE LUMINAIRE. INSTALL TYPE PS SIGNAL STANDARD PER WSDOT STANDARD PLAN J- 21.10 -00, ONE PED HEAD, AND ONE PUSH BUTTON. O INSTALL STREET LIGHT POLE PER DETAIL SHEET TS09 AND IL09. INSTALL ONE PED HEAD, AND ONE PUSH BUTTON. ® INSTALL TYPE PS SIGNAL STANDARD PER WSDOT STANDARD PLAN J- 21.10 -00, ONE PED HEAD, AND ONE PUSH BUTTON. O INSTALL TYPE III SIGNAL STANDARD WITH A 52 FOOT MAST ARM PER DETAIL SHEET TS09. INSTALL TWO VEHICLE HEADS, ONE TYPE 721 OPTICOM DETECTOR, ONE VIDEO MONITORING CAMERA (CCTV). THREE TENONS. ONE PED HEAD. ONE PUSH BUTTON, ONE TERMINAL CABINET, ONE STREET SIGN, ONE TRAFFIC SIGN, AND ONE LUMINAIRE. ® INSTALL TYPE III SIGNAL STANDARD WITH A 58 FOOT MAST ARM PER DETAIL SHEET TS09. INSTALL THREE VEHICLE HEADS, ONE TYPE 721 OPTICOM DETECTOR, ONE TENON, ONE TERMINAL CABINET, ONE STREET NAME SIGN, AND ONE LUMINAIRE. 43 INSTALL TYPE PS SIGNAL STANDARD PER WSDOT STANDARD PLAN J- 21.10 -00, ONE PED HEAD, AND ONE PUSH BUTTON. O INSTALL SIGNAL INDUCTION LOOP PER PLAN AND CITY OF TUKWILA STANDARD DETAIL RS -28. © INSTALL CITY PROVIDED TYPE P CABINET AND NEMA CONTROLLER PER CITY OF TUKWILA STANDARD DETAIL RS -29. CONNECT FIELD WIRING TO CONTROLLER CABINET. FOLLOW SIGNAL TURN —ON AND TESTING PROCEDURES. 0 INSTALL SERVICE CABINET AND UNINTERRUPTIBLE POWER SUPPLY PER SPECIAL PROVISIONS. SEE BREAKER SCHEDULE ON ILLUMINATION SHEET IL10. ® CONSTRUCT COMBINATION SERVICE /UPS CABINET AND CONTROLLER FOUNDATION FOR CABINETS AS PER DETAIL ON SHEET TS10. 0 SEE ILLUMINATION PLAN FOR INTERCONNECT AND ILLUMINATION WRING. 10 COORDINATE POWER CONNECTION WITH SERVING UTILITY. 11 PROVIDE TRAFFIC MONITORING CAMERA (CCTV) PER DETAILS ON ILLUMINATION PLANS AND PER SPECIAL PROVISIONS. THE CONTRACTOR SHALL DELIVER THE CAMERA TO THE CITY OF TUKWILA TRAFFIC OPERATIONS AND MAINTENANCE DEPARTMENT. COORDINATE THE INSTALLATION OF THE CAMERA. WHICH SHALL BE DONE BY THE CITY. SEE DETAIL ON SHEET TSO5. ti O 0) 1— 1- w w 2 1) w w 0) O + N N 0) w z_ J 2 1- 2 TRAFFIC SIGNAL LEGEND: ® SIGNAL POLE VEHICLE SIGNAL HEAD �► VEHICLE SIGNAL HEAD (LEFT TURN) TENON r— PEDESTRIAN SIGNAL HEAD —a EMERGENCY VEHICLE DETECTOR TRAFFIC MONITORING CAMERA (CCTV) 1 MAST ARM MOUNTED SIGN CONTROLLER CABINET SERVICE /BBS CABINET JUNCTION BOX TYPE 1 O JUNCTION BOX TYPE 2 DUAL —LID JUNCTION BOX TYPE 8 PULL BOX. SEE ILLUMINATION PLANS .o T 23 N, R 4 E, WM GENERAL NOTES 1. SEE SHEET TS10 FOR WIRE SCHEDULE. 2. SEE SHEET TS10 FOR SIGNING NOTES. OPTICOM PHASES DEVICE SIGNAL PHASES A 02 C 06 AND 01 D 08 AND 03 MATCHLINE STA. 8 +50 SEE SHEET TS07 SIGNAL PHASES 01 02 NOT USED 05 06 03 , NOT USED 07 0 10 20 40 EVIEWED FOR MPLIANCE WITH FPA70 -NEC g MAY 2 3 2011 — VEHICLE MOVEMENT i PEDESTRIAN MOVEMENT SOUTHCENTER PARKWAY , .123 +00 -} A/ H 124 +00. ..,....,. 125 +00 .127+00 . 3 11/61 miss EVPC moss 62 DISPLAY NOTES 1. ALL VEHICLE SIGNAL HEADS SHALL BE CONVENTIONAL TYPE WITH LED LENSES AND BE EQUIPPED WITH TUNNEL VISORS AND BACK PLATES. 2. ALL VEHICLE SIGNAL HEADS SHALL USE MOUNTING TYPE "M ". 3. ALL SIGNAL HEADS SHALL BE PAINTED GREEN ON ALL SURFACES. THE INSIDE OF VISORS AND THE FACE OF THE BACK PLATES SHALL BE FLAT BLACK. 4. ALL PEDESTRIAN SIGNAL HEADS SHALL BE LED TYPE WITH SOLID SYMBOLS AND SHALL BE EQUIPPED WITH "Z" CRATE VISORS. 5. ALL PEDESTRIAN SIGNAL HEADS ON TYPE III, V, AND SD POLES SHALL USE MOUNTING TYPE "E ". ALL PEDESTRIAN SIGNAL HEADS ON TYPE PS POLES SHALL USE MOUNTING TYPE "D ". 6. ALL PEDESTRIAN SIGNAL HEADS SHALL BE COUNTDOWN TYPE. PUBLIC WORKS DEPT_ *ENGINEERING • STREETS • WATER • SEWER *PARKS • BUILDING • BY Designed Drawn Checked Pro Eng Pro Dir Field Bk # KAHA OXA AMTE MLF Date 02/10 02/10 02/10 02110 --f? ;7. VEHICLE SIGNAL HEADS HEADS NO. 31 HEADS NO. 11/61 HEADS NO. 21, 22 62, 81, 82 DAVID EVANS Q AND ASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Phone: 425.519.6500 12" RED (TYP.) 12" AMBER (TYP.) 12" GREEN (TYP.) 12" BIMODAL (TYP.) PEDESTRIAN SIGNAL HEADS 1,. rl ) , I 1 15 PORTLAND ORANGE (UPRAISED HAND AND NUMBERS) LUNAR WHITE (WALKING PERSON) PEDESTRIAN HEADS NO. 28, 29, 48, 49. 88, 89 ECE MAY 13 2011 PIT CENTER FEDERAL AID PROJECT NO. STPUL - 1041(003) SOUTHCENTER PARKWAY EXTENSION SOUTHCENTER PKWY /SEGALE PARK DRIVE TRAFFIC SIGNAL PLAN CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 No. Date Revisions TS06 181 of 257 File No. TUKA00o1_rs4h06.4•g Scale AS SHOWN Date 02/10 J WG\Sheets\TUKA0001 0 10 20 40 n n n n n SOUTHCENTER PARKWAY 121+00 122 +0A se; u u PLAN GENERAL NOTES: 1. SEE SHEET TS10 FOR LEGEND. 2. SEE SHEET TS10 FOR WIRE NOTES. 3. SEE SHEET TS06 FOR CONSTRUCTION NOTES. T23N,R4E,WM 0 10 20 40 1.28 +00 — -- _ SOUTHCENTER PARKWAY 129 +00 a_- 130+00 PLAN REVIEWED FOR COMPLIANCE WITH NFPA 70 m NEC MAY 2 3 2011 ty of Tukwila ING DIVISION PLAN 0 10 20 40 MERE MAY 13 2011 P IT CENTER CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 PUBLIC WORKS DEPT_ • ENGINEERING* STREETS • WATER *SEWER *PARKS * BUILDING * By Date Designed Drawn Checked KAHA 02/10 OXA 02/10 AMTS 02/10 Proj Eng MLF 02/10 Proj Dir Field Bk g DAVID EVANS Q AND ASSOCIATES Inc. 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL - 1041(003) SOUTHCENTER PARKWAY EXTENSION SOUTHCENTER PKWY /SEGALE PARK DRIVE TRAFFIC SIGNAL PLAN No. Date Revisions TS07 182 257 Fie No. TUKA0001 TSdi07,Avg Stale AS SHOWN Date 02/10 1 \0400CAD\TTD WG \Sheete1TUKA0001_TSeh08.dwg Elko 02122110 3:55pm - P:U \TUKA 4 CONTROLLER 5 as U BL g'2*-GN w �BR W BL IK21aEEfil-R 58 0 BARE BARE �-0 BARE �0 �Y BARE 0 �1 -R 0 �G 1046144 -B �6 -W OTC OTC R 0 G B W R 0 G B W I� R IK231EIN- 0 G 8 w R 0 G B w O 661 R 62 0 66 8 �-W 6 1 R �0 O 673 G B W R 0 G 0 684 1Al- B 6f6T -86 .-W OTC OTC OTC 04 01__116- Q•' • FUTURE CONNECTION R 41=2 G 0 B R W B R ooI 761 83 G41=2 O B R w 141=01 0 41=n1 B Ik1=2 0 0 B WB � B W W -EL= 7lCiliNO B w W-© B-® w 8 W 8 w8 CEO CW7i1O CIAO Cf7ZfsE CEO 0 m 0 0 0 B W 91 B W B 9 3 -� W 8 -i• t W-® IEBES B w B W -NC= B W W 96 B 65 W -4U6_6_101 B w B W B s 3 W -� w.� B Wpb CJ•O �L 101 —n0 0 m m 89 am ❑ u MSC ES t1❑ ITS 0- W- 0- R Ct IC R- 0 CL•,TA0 0-- G 013%0 0- 8 62 W- W 626 B� -R 81 R W IJP1 JC W-- o CSC 0- -8 TERMINAL CABINET SIGNAL POLE NO. 1 SIGNAL POLE N0. 4A M ❑ NM =ICI ES 0-- W 0-- ELC ■t3 io 686 C R 0 G B JUNCTION BOXES SIGNAL POLE NO. 1A re 1- 0 0 0 3 O m is O U El El SIGNAL POLE NO. 2 1111111111111 SOUTHCENTER PARKWAY 62 5 31 0 0° }4} 11110 EtC ESC 686 0 G B ESC Rit16311�FR- -0 0E1NC 0— CF JC G- --0 B 634 B— R=pc R- 0 CSC 0-- C 01M0 G- B :1[ IC8 686 C w_, TERMINAL CABINET SIGNAL POLE NO. 4 TO CONTROLLER • SIGNAL POLE NO. 2A re 0 3 0 01 0 U [* ❑ IZEI zI❑ ITS /111010 MM. TO CONTROLLER m SIGNAL PO TO CONTROLLER L Y 0 E NO. 3 R C[3UC G CLC WB W013100 0 013LIC 8 R G W B R G W 0 Mtn CEIC CLIC C13:SiC CLC C 666 0N11110 CFmC BL R 0 G 8 REVIEWED � FOR COMPLIANCE m NEC MAY 2 3 2011 City of Tukwila BUILDING DIVISION -0 -0 D ❑E• B ❑L7 ❑1121:111 V C JJJJT • • N ¢ O 0 m 3 hill ECE E MAY 13 2011 PERMIT CENTER CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 PUBLIC WORKS DEPT_ *ENGINEERING•STREETS * WATER *SEWER• PARKS * BUILDING * By Designed Drawn Checked Proj Eng KAHA OxA AMTE MLF Date 02/10 02/10 02/10 02/10 Proj Dir Field Bk # DAVID EVANS AND ASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL - 1041(003) SOUTHCENTER PARKWAY EXTENSION SOUTHCENTER PKWY /SEGALE PARK DRIVE TRAFFIC SIGNAL WIRING DIAGRAM No. Date_ Revisions TS08 183 r 257 File No. 111KA0001 TSsh08.dwq Scale AS SHOWN J Date o2/10 FOUNDATION DEPTH TABLE ALLOWABLE LATERAL BEARING PRESSURE FOUNDATION XYZ (CUBIC FEET) TYPE 11,111 AND 5D MAST ARM STANDARDS (ps0 TYPE 600 900 1,200 1,500 1,900 2,300 MAX. 3' ROUND 10' 10' 11' 11' 13' 15' 1.000 3' SQUARE 8' 8' 9' 9' 10' 11' 811 4' ROUND 8' 8' 9' 9' 10' 11' 16.5 3' ROUND 8' 8' 9' 11' 13' 15' 1.500 3' SQUARE 7' 7' 7' 8' 8' 9' 16.5 4' ROUND 7' 7' 7' B' 8' 9' 52• 3' ROUND 6' 6' 7' 11' 13' 15' 2.500 3' SQUARE 6' 6' 6' 6' 7' 7' 0 4' ROUND 6' 6' 6' 6' 7' 7' THIS TABLE BASED ON A 0 VALUE OF 26' FOR DOUBLE MAST ARM STANDARDS WITH 90' BETWEEN ARMS. USE THE LARGER XYZ VALUE FOR FOUNDATION DEPTH SELECTION. A SPECIAL FOUNDATION DESIGN IS REQUIRED FOR DOUBLE ARM STANDARDS IF THE ANGLE IS NOT 90'. 3/4" CHAMFER UNPAVED SURFACE CLASS 3000 CONCRETE J U 3 8 DIA. PLASTIC DRAIN TUBE GROUT PAD THICKNESS= NUT HT. +1" MAX 8 NO. 8 BARS EQUALLY SPACED 2 1/2 " CL #4 HOOPS. RD. OR SQ. AT 1' -0' APPROX. CTRS. PAVED SURFACE 0 U 3' SQ. OR RD., OR 4' RD. FOUNDATION DETAIL 0 0 z a 0 U 4 QO`� OR I EN .,4 z 0 0' b1 N b RO 3yn5 POLE ORIENTATION LINE 3 PH ATTACHMENT POINT ALL HANDHOLES AT 180' FROM E1 STD. NO. XX SRXXX, MP XXX.XX MANUFACTURER APPROVED DWG. XXXXXX FAB. X /XX /XXXX SIGNAL STANDARD IDENTIFICATION TAG DETAIL EXAMPLE SIGNAL STANDARD NO. STATE ROUTE AND MILE POST NO. APPROVED DRAWING NO. FABRICATION DATE NOTE: CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS AS FOLLOWS: POLE SHAFT - LOCATED WITHIN 6" ABOVE HAND HOLE, SIGNAL AND LUMINAIRE MAST ARM - LOCATED WITHIN 6" OF THE POLE SHAFT CONNECTION POINT. TEXT SHALL BE A MINIMUM OF 3/16 " HIGH, STAMPED OR EMBOSSED. • IF E1 OR E2 SIGNAL ARM IS NOT NINETY DEGREES TO THE ANCHOR BOLT PLATE THEN SPECIAL DESIGN POLE LOCATION STATION POLE ORIENTATION ANGLE (P.OA.) DEGREES CLOCKWISE FROM OFFSET UNE TO POLE ORIENTATION UNE (SETS ANCHOR BOLT ORIENTATION) POLE ORIENTAT ON AND ATTACHMENT POINT DETAIL TYPE PPB PPB POST TYPE PS PED. HEAD STANDARD TYPE I VEHICLE HEAD STANDARD 81 82 b B3 B4 b STD. NO. 02 SR97, MP 069.09 MANUFACTURER APPROVED DWG. AB12345 FAB. 6/14/2002 86 87 b U 'REVIEWED � NTH OMPLIANCE NFPA70 °NE MAY 2 3 2011 B11 c City of.'NMI U' ION E SIGNAL DISPLAY VERTICAL CLEARANCE (FEET) FROM STOP LINE TYPE 11 MAST ARM SIGNAL STANDARD UNITS OF VERTICAL CLEARANCE REQUIREMENT TYPE 01 COMBINATION LIGHTING AND MAST ARM SIGNAL STANDARD ROADWAY TYPE N STRAIN POLE STANDARD TYPE V COMBINATION LIGHTING AND STRAIN POLE STANDARD CURB OR EDGE OF TYPE SD SPECIAL DESIGN STANDARD 0 SHOULDER SIGNAL STANDARD DETAIL CHART 40' 45' 50' 53' -150' MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. 3 SECTION 12" 16.5 17.5' 16.5 19.2' 16.5 20.9' 16.5 22.0' B2 B3 84 85 B6 89 811 B1 82 4 SECTION 12" 16.5 17,0' 16.5 18.0' 16.5 19.7' 16.5 20.8' F G1 G2 H 11 12 3' RD. 3' S0.4' RD. 5 SECTION 12" 16.5 17.0' 16.5 17.5' 16.5 18.5' 16.5 19.6' 18 40 52• 48• 39 42 36• 30 TYPE 11 MAST ARM SIGNAL STANDARD UNITS OF VERTICAL CLEARANCE REQUIREMENT TYPE 01 COMBINATION LIGHTING AND MAST ARM SIGNAL STANDARD ROADWAY TYPE N STRAIN POLE STANDARD TYPE V COMBINATION LIGHTING AND STRAIN POLE STANDARD CURB OR EDGE OF TYPE SD SPECIAL DESIGN STANDARD 0 SHOULDER SIGNAL STANDARD DETAIL CHART STD. No. O LOCATION L FIELD LOCATION TYPE MOUNTING HEIGHT(FT) SIGNAL MAST ARM DATA LUMINAIRE ARM(FT) POLE ATTACHMENT POINT ANGLES (deg) FOUNDATION DEPTHS(FT) REMARKS OFFSET DISTANCES FT ( ) (Z) (POLE Q TO ATTACHMENT POINT) z WINDLOAD AREAS (FT) (X)(Y) X ()(Y)(Z) STATION OFFSET LT.RT.P.OA Al A2 81 B2 B3 84 85 B6 89 811 B1 82 83 86 B9 B11 TOTAL(FT)3 C D E1 E2 F G1 G2 H 11 12 3' RD. 3' S0.4' RD. 1 S.C. PKWY 124 +68 54' ✓ 0 111 18 40 52• 48• 39 42 36• 30 15 (9.3) 0 9.3 9.3 15.8 1.390 16 0 0 90 180 0 13' (52) (48) (36) (7.5) (12.4) (9.3) (15.8) 1.557 WIND CALC ONLY 1A S.C. PKWY 124 +82 63' ✓ 0 PS 180 90 USE J- 21.10 -00 2 S.C. PKWY 125 +91.5 66' ✓ 0 SL 16 90 180 SEE IL SHEETS 2A S.C. PKWY 126 +07 58' ✓ 0 PS 0 0 USE J- 21.10 -00 3 S.C. PKWY 126 +11 53' ✓ 0 III 18 40 51• 50 47 47• 37 41 29• 20 0 7.5 12.4 9.3 0 16.5 1,613 16 0 0 90 180 0 13' 4 S.C. PKWY 124 +58.5 64' ✓ 0 111 18 40 58 54• 42 48 36 20 9.3 0 9.3 9.3 15.8 1,637 16 90 90 270 13' 4A S.C. PKWY 124 +65 39' ✓ 0 PS 0 •• 1 • INSTALL TENON ONLY (#) FUTURE AREA FOR CALCULATIONS ONLY NOTES: 0 MOUNTING COUPLING INSTALLED AT OFFSET DISTANCE INDICATED IN CHART. ALTERNATE NOTE 1 FOR TYPE N MOUNT ONLY DRILL 1" HOLE IN MAST ARM AND INSTALL PLASTIC SPLIT BUSHING FOR CABLE ENTRANCE. O FIELD INSTALLED. 0 MAY 132011 -)E STEP a. b. c. d. f. 9. h. j CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 LEGEND: Vehicle Display Sign Street Name Sign Pre-Empt Detector Deleted (10/22/90) Luminoire Pedestrian Display Cabinet PPB -M Handhole PUBLIC WORKS DEPT_ • ENGINEERING* STREETS* WATER •SEWER• PARKS • BUILDING • By Date Designed KAMA 02110 Drawn OXA 02/10 Checked AMTE 02/10 Proj Eng MLF 02/10 Proj Dir Field Bk# DAVID EVANS AND ASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL - 1041(003) SOUTHCENTER PARKWAY EXTENSION SOUTHCENTER PKWY /SEGALE PARK DRIVE TRAFFIC SIGNAL DETAILS u } No. Date_ Revisions 184 of 257 FIB No. TuKA0001_TSN09.dr9 Scale AS SHOWN Date 02/10 db 02/22/ 103: 54pm- P: UITUKA0000000110400CAD1TTDWG1SheebITUKA0001 TSah10.dw0 WIRING SCHEDULE NO RACEWAY LOOP WIRES #14 LOOP DETECT 2C(SH) PRE - EMPTION DETECT 3C(SH) VEHICLE HEADS 5C 7C PED HEADS/ PPB 5C 36 SMFO VIDEO 6013E #8 GND. POWER #2 #6 COMMENTS COND SIZE (IN.) 1 2" 4 1 2 2" 6 1 3 2' 8 1 4 2" 12 1 5 2" 16 • 1 6 2' 2 1 7 2' __2" _ —_ __ 3 1 6 6 9 2' 7 1 10 2" 6 1 11 2' 1 1 12 2' 1 1 2" 1 1 1 3" 1 SPARE 13 2" 1 1 3" 2 1 1 14 NOT USED 15 NOT USED 16• 2" 6 1 1 2" 2 2 1 2 ". 3" 1 SPARES 17 2" 6 2 1 3" 4 2 1 1 2', 3" 1 SPARES 18 2" 6 1 1 3" 1 2 1 18A 2 -3' 1 SPARES 19 3" 14 1 1 3" 1 4 1 19A 2-3" 1 SPARES 20 2" 1 3 * USE PVC SCH 80. INSTALL WITH 42 INCH MINIMUM DEPTH OF COVER FROM TOP OF SIDEWALK ELEVATION GENERAL NOTES: 1. ALL NEW PVC CONDUITS CONTAINING CONDUCTORS SHALL HAVE A GROUND WIRE. 2. SPARE /EMPTY CONDUIT SHALL CONTAIN BULL —LINE TAPE. 3. ALL CONDUIT SHALL BE RIGID PVC SCH 40 EXCEPT UNDER ROADWAY WHERE CONDUIT SHALL BE RIGID PVC SCH 80. 4. SEE ILLUMINATION PLAN FOR SEPARATE ILLUMINATION. 5. 6cDE IS A CABLE CONSISTING OF ONE COAXIAL CABLE AND 5 POWER CONDUCTORS AND WILL BE PROVIDED BY THE CITY. 0 SIGNING NOTES SOUTHCENTER PKWY D3-301 (MOD) 18" X 132" 81) LETTERS SEGALE PARK DR C D3-301 (MOD) 18" X 126" 8D LETTERS CD LEFT TURN YIELD ON GREEN • , R10-12 30"X36" SEE SIGNAL DETAIL SHEET TS09 FOR LOCATION ON MAST ARM T 23 N, R 4 E, WM 3' MIN. 44" APPROX. 13.5' 2' 20" MIN. APPROX 26" APPROX. CONTROLLER CABINET PER CITY OF TUKWILA STD. DETAIL RS -29 I I I I 1 I I I 1 I 1 I 1 I 18" I I I I I I I I 1_1__L I I I I I I I I _L I 1 I 1 H _1_ 1__L__ I I 1 I - -r 2' MIN. A BACK OF SIDEWALK (TYP.) B - --r PLAN VIEW N.T.S. 6' —2" CLEAR (TYP.) CLASS 3000 CONCRETE 8" 3' 3" CLEAR MIN. #4 REBAR ® 12" 0.C. EACH WAY CRUSHED SURFACING BASE COURSE (CSBC) 2" DEPTH SECTION A -A N.T.S. CRUSHED SURFACING BASE COURSE (CSBC) LEVEL WITH TOP OF FOUNDATION COMBINED SERVICE /BBS CABINET SEE SPECIAL PROVISIONS TO SIGNALS - TO SOURCE OF PHONES (FIBER PB) NOTE: SEE TRAFFIC SIGNAL PLAN FOR NUMBER AND SIZE OF CONDUIT SECTION B -B N.T.S. TO POWER SOURCE TO LIGHTING CRUSHED SURFACING BASE COURSE CONTROLLER/SERVICE /BBS FOUNDATION DETAIL N.T.S. —3" CSBC REPLANCEwTH C�NFPA70 -NEC MAY 2 3 2011 5-c N City of •Tukwila BUILDING DIVISION ECE E MAY 13 2011 PERMIT CENTER CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 PUBLIC WORKS DEPT_ *ENGINEERING • STREETS * WATER *SEWER *PARKS *BUILDING * BY Designed Drawn Checked KAHA OXA AMTE Date 02/10 02/10 02/10 Proj Eng MLF 02/10 Proj Dir Field Bk # DAVID EVANS AND ASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL - 1041(003) SOUTHCENTER PARKWAY EXTENSION SOUTHCENTER PKWY /SEGALE PARK DRIVE TRAFFIC SIGNAL DETAILS No. Date Revisions TS10 185 of 257 File No TUKA0001_TSsh oshig Scale AS SHOWN Date 02/10 CONSTRUCTION NOTES: • INSTALL TYPE III SIGNAL STANDARD WITH A 56 FOOT MAST ARM PER DETAIL SHEET TS09. INSTALL TWO VEHICLE HEADS, THREE TENONS, ONE TYPE 721 OPTICOM DETECTOR, ONE TERMINAL CABINET, ONE PUSH BUTTON, ONE PED HEAD, ONE STREET NAME SIGN, ONE TRAFFIC SIGN, AND ONE LUMINAIRE. • INSTALL TYPE PS SIGNAL STANDARD PER WSDOT STANDARD PLAN J- 21.10 -00. ONE PED HEAD AND ONE PUSH BUTTON. • INSTALL TYPE III SIGNAL STANDARD WITH A 38 FOOT MAST ARM PER DETAIL SHEET TS09. INSTALL TWO VEHICLE HEADS, ONE TENON, ONE TYPE 721 OPTICOM DETECTOR, ONE PED HEAD, ONE PUSH BUTTON, ONE TERMINAL CABINET, ONE STREET NAME SIGN, ONE TRAFFIC SIGN, AND ONE LUMINAIRE. ® INSTALL TYPE PS SIGNAL STANDARD PER WSDOT STANDARD PLAN J- 21.10 -00. ONE PED HEAD AND ONE PUSH BUTTON. 0 INSTALL TYPE ID SIGNAL STANDARD WITH A 55 FOOT MAST ARM PER DETAIL SHEET TS09. INSTALL TWO VEHICLE HEADS, THREE TENONS, ONE TYPE 721 OPTICOM DETECTOR, ONE TERMINAL CABINET, ONE PUSH BUTTON, ONE PED HEAD, ONE VIDEO MONITORING CAMERA (CCTV), ONE STREET NAME SIGN, ONE TRAFFIC SIGN, AND ONE LUMINAIRE. • INSTALL TYPE PS SIGNAL STANDARD PER WSDOT STANDARD PLAN J- 21.10 -00. ONE PED HEAD AND ONE PUSH BUTTON. O INSTALL TYPE III SIGNAL STANDARD WITH A 40 FOOT MAST ARM PER DETAIL SHEET TS09. INSTALL TWO VEHICLE HEADS, ONE TYPE 721 OPTICOM DETECTOR, ONE PED HEAD, ONE PUSH BUTTON, ONE TERMINAL CABINET, ONE STREET NAME SIGN, ONE TRAFFIC SIGN, AND ONE LUMINAIRE. • INSTALL TYPE PS SIGNAL STANDARD PER WSDOT STANDARD PLAN J- 21.10 -00. ONE PED HEAD AND ONE PUSH BUTTON. (D INSTALL SIGNAL INDUCTION LOOP PER PLAN AND CITY OF TUKWILA STANDARD DETAIL RS -28. © INSTALL CITY PROVIDED TYPE P CABINET AND NEMA CONTROLLER PER CITY OF TUKWILA STANDARD DETAIL RS -29. CONNECT FIELD WIRING TO CONTROLLER CABINET. FOLLOW SIGNAL TURN —ON AND TESTING PROCEDURES. 0 INSTALL SERVICE CABINET AND UNINTERRUPT1BLE POWER SUPPLY PER SPECIAL PROVISIONS. SEE BREAKER SCHEDULE ON ILLUMINATION SHEET IL10. 10 11 T23N,R4E,WM CONSTRUCT COMBINATION SERVICE /UPS CABINET AND CONTROLLER FOUNDATION FOR CABINETS AS PER DETAIL ON SHEET TS10. SEE ILLUMINATION PLAN FOR INTERCONNECT AND ILLUMINATION WIRING. COORDINATE POWER CONNECTION WITH SERVING UTILITY. PROVIDE TRAFFIC MONITORING CAMERA (CCTV) PER DETAILS ON ILLUMINATION PLANS AND PER SPECIAL PROVISIONS. THE CONTRACTOR SHALL DELIVER THE CAMERA TO THE CITY OF TUKWILA TRAFFIC OPERATIONS AND MAINTENANCE DEPARTMENT. COORDINATE THE INSTALLATION OF THE CAMERA, WHICH SHALL BE DONE BY THE CITY. SEE DETAIL ON SHEET TS05. 0 TRAFFIC SIGNAL LEGEND: ® SIGNAL POLE —► VEHICLE SIGNAL HEAD �► VEHICLE SIGNAL HEAD (LEFT TURN) TENON -- PEDESTRIAN SIGNAL HEAD —a EMERGENCY VEHICLE DETECTOR TRAFFIC MONITORING CAMERA (CCTV) 1 MAST ARM MOUNTED SIGN CONTROLLER CABINET SERVICE /BBS CABINET ® JUNCTION BOX TYPE 1 IA JUNCTION BOX TYPE 2 O DUAL —LID JUNCTION BOX TYPE 8 PULL BOX, SEE ILLUMINATION PLANS r 10 20 w GENERAL NOTES 1. SEE SHEET TS14 FOR WIRE SCHEDULE. 2. SEE SHEET TS14 FOR SIGNING NOTES. OPTICOM PHASES DEVICE SIGNAL PHASES A «2 AND 05 B 04 AND 07 C 01 AND 06 D 03 AND 08 147+00 . • .148 +00 SOUTHCENTER PARKWAY EVPA 51/21149+00 150 +00 ... , — — 1— —�— - 11/61 EVPC 151+00 152 +00 DISPLAY NOTES 1. ALL VEHICLE SIGNAL HEADS SHALL BE CONVENTIONAL TYPE WITH LED LENSES AND BE EQUIPPED WITH TUNNEL VISORS AND BACK PLATES. 2. ALL VEHICLE SIGNAL HEADS SHALL USE MOUNTING TYPE "M ". 3. ALL SIGNAL HEADS SHALL BE PAINTED GREEN ON ALL SURFACES. THE INSIDE OF VISORS AND THE FACE OF THE BACK PLATES SHALL BE FLAT BLACK. 4. ALL PEDESTRIAN SIGNAL HEADS SHALL BE LED TYPE WITH SOLID SYMBOLS AND SHALL BE EQUIPPED WITH "Z" CRATE VISORS. 5. ALL PEDESTRIAN SIGNAL HEADS ON TYPE III, V, AND SD POLES SHALL USE MOUNTING TYPE "E ". ALL PEDESTRIAN SIGNAL HEADS ON TYPE PS POLES SHALL USE MOUNTING TYPE "D ". 6. ALL PEDESTRIAN SIGNAL HEADS SHALL BE COUNTDOWN TYPE. VEHICLE SIGNAL HEADS HEADS NO. 11/61, 31/81, 51/21, 71/41 HEADS NO. 22, 42, 62, 82 12" RED (TYP.) 12" AMBER (TYP.) 12" GREEN (TYP.) 12" BIMODAL (TYP.) PLAN MAY 2 3 2011 City of Tukwila BUILDING DIVISION SIGNAL PHASES PEDESTRIAN SIGNAL HEADS e- 15 PORTLAND ORANGE (UPRAISED HAND AND NUMBERS) LUNAR WHITE (WALKING PERSON) PEDESTRIAN HEADS NO. 28, 29, 48, 49 68, 69, 88, 89 Nei P PP 01 47, 05 ECEN MAY 13 2011 02 06 PP 03 , P4F71 07 l 04 t OS VEHICLE MOVEMENT PEDESTRIAN MOVEMENT n tl �EOFORE HOURS COMMON GROUND ALLIANCE 811 PUBLIC WORKS DEPT_ •ENGINEERING• STREETS• WATER *SEWER *PARKS * BUILDING * Designed Drawn Checked Pro' Eng Proj Dir By KAHA AMTE MLF Date 02/10 02/10 02/10 02/10 Field Bk # DAVID EVANS ANDASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL - 1041(003) SOUTHCENTER PARKWAY EXTENSION SOUTHCENTER PARKWAY /D -LINE TRAFFIC SIGNAL PLAN No. Date Revisions • TS11 186 of • 257 Fde No. nKA0001_TSm11 dwg Scale AS SHOWN Date 02/10 CONTROLLER 2 Q2 W gllamN- et. �'W ®-0 • W �GN W �8R • W ® BL �-R �0 �Y BARE �-0 — H -BARE �0 BARE �0 59 y BARE Q' e, m m m �R 63 622 4-0 2�-0 (01-6-1,7161-.8 z�W �R �0 �W 101 641 S-R 01_642_1N-0 643 G 8 w R 0 G B w ��C 10 661 1.1-R �0 106634 -0 664 B �-W �R �-0 101 673 1•FG �B w �o G B 7�^ W IN Q1 CD R G� W 0 B �•1 P2b Kil G O • 17101 B R 41=n1 0 B41=2 W� B� CD B W 844 8� W� B W W B w 8 W-� q�J Dom. Cpl CD 8 9 1 8 W B 9 3 W 13 9� W 93 B W _ W -� W-® CKI:FM:CC Cam• OCZYMEIC 8 w 8 W � B -I• s W -• 972 1-d �:Ti� •1A ❑moo 8 W B 83 W -4•I 984 101 B � W -� 8-� W-I� -4 10 IMO® I D [• ❑ B IIM❑ COM❑ Im MEI G- w- 0- G 1 coM O 786 w- O 784 0- 78 B- R 0 CSC ❑[7C • CCfiC G 0-- B ❑IBC R- Bcalm W: calm ❑IBC 0— 8LG •6 B� w— ❑IBC R 81 R G ^uhmC wCEN_ICw- • 84 0-- B�B- TERMINAL CABINET SIGNAL POLE NO. 4A EMIC R 682 0 G Jam❑ ■EC 686 8 =L Y 0 tA5 fie B4 SIGNAL POLE NO. 1 c4( 68 SIGNAL POLE NO. 1A CC 0 3 O m N�❑ ❑ ❑ U SIGNAL POLE N0. JUNCTION BOXES 1�8) IBC R 0 0 B �W ®633 BL O ®C ❑o�C •1C BL 1 1 3 0 0 0 r r 0 m W ❑FiC O( 10 ❑�0 0000 SOUTHCENTER PARKWAY 28 89 —=s ■ -• 29 N �4' ity a �� I n 22 51/21 ♦ • • • • • • • 1. a: ►.■ N I, nr 'rte 69 �-. _+- =ice 68 l",a 11/6 62 11 f 11 w Z J 6 R- 0- 0- B- w- R 6 1 R- 0 CSC 0- G ❑[ 7C G- 8Ct C8- 4#126* W— R Cam❑ R- G CSC G- w❑tl 2W- O 64 0- B�B-- TERMINAL CABINET SIGNAL POLE NO. 4 a311O81NO0 01 --BL — Y — 0 :00R-fill 41 R ❑�❑ 0 �C8:k7C G -W ❑m❑ 8 ❑[3L9C R CICI❑ -0 ❑;�❑' -0 ❑I jc7C 1 -B C13LI❑ '-W Cl3%i❑ -R 'Jt1IC R -0 OWNC G- 41 R 42 0 64 G ®4 -B �W 67 BL 42 41 R 6 2 �8 �W 0- -B ❑ ®C B-' TERMINAL CABINET ¢ 0 3 O CO SIGNAL POLE NO. 2A J NCTI, ? ^" MEWED FOR OMPLIANCE WITH 1 NFPA70 NEC TO CONTROLLER TO CONTROLLER m SIGNAL POLE NO. 3 L- Y-0 0 -R CI30�C -0 ❑I3C' -0 'JI3EC BL —B -W"41ErAl -R CE ME R -0 C[1, o -GG w COME 8 ❑13121❑ BCLIVC R ❑l<Z1ID R \e, MAY 2 3 2011 City of Tukwila BUILDING DIVISION —G ONE, G- —W ❑NC w- —0❑FI C0- �R 61 R -0�6 -G _W CSC W - 0i•17641•F0 -8�6 -B TERMINAL CABINET -0 -0 ❑►• ISO ❑EUDI ❑ti r.... ilt •_ j MAY 132011 CE Ef, 0 0 U m K 0 3 O • • C'- ©11 U m 3 • CALL 48 HOURS BEFORE YOU DIG COMMON GROUND 811 PUBLIC we i i S DEPT_ • ENGINEERING • STREETS • WATER * SEWER • PARKS * BUILDING • By Date Designed KAMA 02110 Drawn OXA 02/10 Checked AMTS 02110 Proj Eng MLF 02110 Proj Dir Field Bk DAVID EVANS Q AND ASSOCIATES Inc. 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL - 1041(003) SOUTHCENTER PARKWAY EXTENSION SOUTHCENTER PARKWAY /D -LINE TRAFFIC SIGNAL WIRING DIAGRAM No. Date Revisions TS 12 187 of 257 Fde No. TUKA0001 TSN12.4 9 Scale AS SHOWN Date ovio FOUNDATION DEPTH TABLE ALLOWABLE LATERAL BEARING PRESSURE (psf) FOUNDATION TYPE Xn (CUBIC FEET) TYPE 11,111 AND SD MAST ARM STANDARDS 600 900 1,200 1,500 1,900 2,300 1,000 3' ROUND 3' SQUARE 4' ROUND 10' 8' 8' 10' 8' 8' 11' 9' 9' 11' 9' 9' 13' 10' 10' 15' 11' 11' 1.500 3' ROUND 3' SQUARE 4' ROUND 8' 7' 7' 8' 7' 7' 9' 7' 7' 11' 8' 8' 13' 8' 8' 15' 9' 9' 2,500 3' ROUND 3' SQUARE 4' ROUND 6' 6' 6' 6' 6' 6' 7' 6' 6' 11' 6' 6' 13' 7' 7' 15' 7' 7' THIS TABLE BASED ON A 0 VALUE OF 26' FOR DOUBLE MAST ARM STANDARDS WITH 90' BETWEEN ARMS, USE THE LARGER XYZ VALUE FOR FOUNDATION DEPTH SELECTION. A SPECIAL FOUNDATION DESIGN IS REQUIRED FOR DOUBLE ARM STANDARDS IF THE ANGLE IS NOT 90'. 3/4" CHAMFER UNPAVED SURFACE CLASS 3000 CONCRETE 3 8 "014. PLASTIC DRAIN TUBE J U fri GROUT PAD THICKNESS= NUT HT. +1 MAX III III PAVED SURFACE 8 NO. 8 BARS EQUALLY SPACED 2 1/2 • CL #4 HOOPS. RD. OR SQ. AT 1' -0" APPROX. CTRS. 3' SQ. OR RD., OR 4' RD. FOUNDATION DETAIL 0 0 POLE ORIENTATION LINE T 23 N, R 4 E, WM ATTACHMENT POINT ALL HANDHOLES AT 180' FROM E1 STD. NO. XX SRXXX, MP XXX.XX MANUFACTURER APPROVED DWG. XXXXXX FAB. X /XX /XXXX SIGNAL STANDARD IDENTIFICATION TAG DETAIL EXAMPLE SIGNAL STANDARD NO. STATE ROUTE AND MILE POST NO. APPROVED DRAWING NO. FABRICATION DATE NOTE: CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RNETS AS FOLLOWS: POLE SHAFT - LOCATED WITHIN 6" ABOVE HAND HOLE, SIGNAL AND LUMINAIRE MAST ARM - LOCATED WITHIN 6" OF THE POLE SHAFT CONNECTION POINT. TEXT SHALL BE A MINIMUM OF 3/16 " HIGH, STAMPED OR EMBOSSED. • IF E1 OR E2 SIGNAL ARM IS NOT NINETY DEGREES TO THE ANCHOR BOLT PLATE THEN SPECIAL DESIGN POLE LOCATION STATION .11 PH ty0 POLE ORIENTATION ANGLE (P.O.A.) DEGREES CLOCKWISE FROM OFFSET UNE TO POLE ORIENTATION LINE (SETS ANCHOR BOLT ORIENTATION) POLE ORIENTAT ON AND ATTACHMENT POINT DETAIL TYPE PPB PPB POST TYPE PS PED. HEAD STANDARD 1 i TYPE 1 VEHICLE HEAD STANDARD 0 0 81 a B2 b 83 STD. NO. 02 SR97, MP 069.09 MANUFACTURER APPROVED DWG. A812345 FAB. 6/14/2002 b 86 B7 b REVIEWED FO TH NFPA 70 - NEC MAY 2 3 2011 City of Tukwila UILDING DIVISION B10 811 SIGNAL DISPLAY VERTICAL CLEARANCE (FEET) FROM STOP LINE LIMITS OF VERTICAL CLEARANCE REQUIREMENT ROADWAY or b H TYPE II MAST ARM SIGNAL STANDARD TYPE III COMBINATION LIGHTING AND MAST ARM SIGNAL STANDARD TYPE IV STRAIN POLE STANDARD TYPE V COMBINATION LIGHTING AND STRAIN POLE STANDARD MIN. CURB OR EDGE OF SHOULDER TYPE SD SPECIAL DESIGN STANDARD SIGNAL STANDARD DETAIL CHART 40' 45' 50' 53' -150' MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. 3 SECTION 12" 16.5 17.5' 16.5 19.2' 16.5 20.9' 16.5 22.0' 82 B3 B4 B5 B6 89 B I 1 B1 82 4 SECTION 12" 16.5 17.0' 16.5 18.0' 16.5 19.7' 16.5 20.8' F 01 02 H 11 12 3' RD. 3' SQ.4' RD. 5 SECTION 12" 16.5 17.0' 16.5 17.5' 16.5 18.5' 16.5 19.6' 18 40 55• 54 51 45• 39 33" 27• LIMITS OF VERTICAL CLEARANCE REQUIREMENT ROADWAY or b H TYPE II MAST ARM SIGNAL STANDARD TYPE III COMBINATION LIGHTING AND MAST ARM SIGNAL STANDARD TYPE IV STRAIN POLE STANDARD TYPE V COMBINATION LIGHTING AND STRAIN POLE STANDARD MIN. CURB OR EDGE OF SHOULDER TYPE SD SPECIAL DESIGN STANDARD SIGNAL STANDARD DETAIL CHART STD. No. LOCATION L FIELD LOCATION TYPE MOUNTING HEIGHT(FT) SIGNAL MAST ARM DATA LUMINAIRE ARM(FT) POLE ATTACHMENT POINT ANGLES (deg) FOUNDATION (FT) DEPTHS (FT) REMARKS OFFSET DISTANCES (FT) (Z) (POLE TO ATTACHMENT POINT) WINDLOAD AREAS (FT) 2 (X)(Y) (X)(Y)(Z) STATION OFFSET LT. RT. P.O.A. Al A2 B1 82 B3 B4 B5 B6 89 B I 1 B1 82 83 96 89 B11 TOTAL(FT)3 C D E1 E2 F 01 02 H 11 12 3' RD. 3' SQ.4' RD. 1 S.C. PKWY 148 +73 57' ✓ 0 III 18 40 55• 54 51 45• 39 33" 27• 10 0 7.5 12.4 9.3 0 13.5 1,535 16 0 0 90 180 0 13' 1A S.C. PKWY 148 +84 71.5' .1 0 PS 270 90 USE J-21.10 -00 2 D -UNE 9 +26 37' ✓ 0 III 18 40 37* 31 25 21 17 10 0 7.5 12.4 9.3 16.5 866 16 0 0 90 180 0 10' 2A S.C. PKWY 149 +70 56.5' ✓ 0 PS 0 180 USE J- 21.10 -00 3 S.C. PKWY 149 +65 61' ,/ 0 111 18 40 54• 53 50 44* 47 38 32* 27 0 7.5 12.4 9.3 13.5 1,881 16 0 0 90 180 135 0 270 11' 4 D -UNE 10 +55 39' ✓ 0 111 18 40 39• 33 27 23 19 10 0 7.5 12.4 9.3 16.5 924 16 0 0 90 180 0 10' 4A S.C. PKWY 149 +69 45' ✓ 0 PS 0 180 USE J- 21.10 -00 • INSTALL TENON ONLY NOTES: 0 MOUNTING COUPLING INSTALLED AT OFFSET DISTANCE INDICATED IN CHART. ALTERNATE NOTE 1 FOR TYPE N MOUNT ONLY DRILL 1" HOLE IN MAST ARM AND INSTALL PLASTIC SPLIT BUSHING FOR CABLE ENTRANCE QZ FIELD INSTALLED. ECE VtU MAY 132011 ITCENTER a. b. c. d. e f. 9. h. j' CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 LEGEND: Vehicle Display Sign Street Name Sign Pre -Enpt Detector Deleted (10/22/90) Luminaire Pedestrian Display Cabinet PPB -M Handhole PUBLIC WORKS DEPT_ •ENGINEERING • STREETS• WATER *SEWER *PARKS * BUILDING * BY Designed Drawn Checked KAHA OXA AMTS Date 02110 02/10 02)10 Proj Eng Proj Dir MLF 02/10 Field Bk # DAVID EVANS AND ASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL - 1041(003) SOUTHCENTER PARKWAY EXTENSION SOUTHCENTER PARKWAY /D -LINE TRAFFIC SIGNAL DETAILS No. Date Revisions TS13 188 of 257 File No. TUKA00o1_Tssh13.a*o Scale AS SHOWN Date 02/10 T23N,R4E,WM WIRING SCHEDULE NO RACEWAY LOOP WIRES #14 LOOP DETECT 2C(SH) PRE - EMPTION DETECT 3C(SH) VEHICLE HEADS SC 7C PED HEADS/ PPB 5C 38 SMFO VIDEO 6cDE #8 GND. POWER #2 88 COMMENTS COND SIZE (IN.) 1 2' 4 1 2 2" 6 1 3 2" 8 1 4 2r 12 1 5 2" 2 1 6 2" 3 1 7 2" 6 1 8 2" 7 1 9 2" 8 1 10 2" 1 1 11 NOT USED 12 2" 1 1 2" 2 1 1 13 2 1 1 2" 2 2 1 13A 2 -3" 1 SPARES 14 2" 6 1 1 2'r 2 2 1 2 -3" 1 SPARES 15 3" 8 2 1 3" 4 4 1 15A 2 -3" 1 SPARES 16 2" 1 1 3" 2 2 1 1 2" 1 SPARE 17 2" 6 1 1 2" 2 3 1 2 -3" 1 SPARES 18 3" 8 3 1 3" 6 5 1 2" 1 1 3" 1 SPARE 19 2" 3 SIGNING NOTES SOUTHCENTER PKWY D3-301 (MOD) 18" X 132" 8D LETTERS S 19000 BLOCK CD 03-301 (MOD) 18" X 108" 8D LETTERS LEFT TURN YIELD ON GREEN R10-12 30"X36" GENERAL NOTES: 1. ALL NEW PVC CONDUITS CONTAINING CONDUCTORS SHALL HAVE A GROUND WIRE. 2. SPARE /EMPTY CONDUIT SHALL CONTAIN BULL -LINE TAPE. 3, ALL CONDUIT SHALL BE RIGID PVC SCH 40 EXCEPT UNDER ROADWAY WHERE CONDUIT SHALL BE RIGID PVC SCH 80. 4. SEE ILLUMINATION PLAN FOR SEPARATE ILLUMINATION. 5. 6cDE IS A CABLE CONSISTING OF ONE RECe COAXIAL CABLE AND 5 POWER CONDUCTORS AND WILL BE PROVIDED BY THE CITY. REVIEWED P A CE WITh COMPLIANCE - NEC MAY 2 3 2011 City of Tukwila BUILDING DIVISION MAY 13 2011 PERMIT CENTER CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALUANCE 811 PUBLIC WORKS DEPT_ •ENGINEERING• STREETS • WATER•SEWER • PARKS • BUILDING • BY Designed Drawn Checked Proj Eng ProjDr Field Bk KAHA OXA AMTE MLF Date 02/10 02/10 02/10 02/10 DAVID EVANS AND ASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL- 1041(003) SOUTHCENTER PARKWAY EXTENSION SOUTHCENTER PARKWAY /D -LINE TRAFFIC SIGNAL DETAILS No. Date Revisions TS14 169 of 257 File No. TUKA0001 Tssu14.dvq Soak AS SHOWN Date 02/10 CONSTRUCTION NOTES: O INSTALL TYPE III SIGNAL STANDARD WITH A 42 FOOT MAST ARM PER DETAIL SHEET TS17. INSTALL TWO VEHICLE HEADS, THREE TENONS, ONE TYPE 721 OPTICOM DETECTOR, ONE TERMINAL CABINET, ONE PUSH BUTTON, ONE PED HEAD, ONE STREET NAME. SIGN, ONE TRAFFIC SIGN, AND ONE LUMINAIRE. ® INSTALL TYPE PS SIGNAL STANDARD PER WSDOT STANDARD PLAN J- 21.10 -00. ONE PED HEAD AND ONE PUSH BUTTON. O INSTALL TYPE III SIGNAL STANDARD WITH A 37 FOOT MAST ARM PER DETAIL SHEET TS17. INSTALL TWO VEHICLE HEADS, ONE TENON, ONE TYPE 721 OPTICOM DETECTOR, ONE PED HEAD, ONE PUSH BUTTON, ONE TERMINAL CABINET, ONE STREET NAME SIGN, ONE TRAFFIC SIGN, AND ONE LUMINAIRE. ® INSTALL TYPE PS SIGNAL STANDARD PER WSDOT STANDARD PLAN J- 21.10 -00. ONE PED HEAD AND ONE PUSH BUTTON. 0 INSTALL TYPE III SIGNAL STANDARD WITH A 42 FOOT MAST ARM PER DETAIL SHEET TS17. INSTALL TWO VEHICLE HEADS, THREE TENONS, ONE TYPE 721 OPTICOM DETECTOR, ONE TERMINAL CABINET, ONE PUSH BUTTON, ONE PED HEAD, ONE VIDEO MONITORING CAMERA (CCTV), ONE STREET NAME SIGN, ONE TRAFFIC SIGN, AND ONE LUMINAIRE. ® INSTALL TYPE PS SIGNAL STANDARD PER WSDOT STANDARD PLAN J- 21.10 -00. ONE PED HEAD AND ONE PUSH BUTTON. 4 INSTALL TYPE III SIGNAL STANDARD WITH A 36 FOOT MAST ARM PER DETAIL SHEET TS17. INSTALL TWO VEHICLE HEADS, ONE TENON, ONE TYPE 721 OPTICOM DETECTOR, ONE PED HEAD, ONE PUSH BUTTON, ONE TERMINAL CABINET, ONE STREET NAME SIGN, ONE TRAFFIC SIGN, AND ONE LUMINAIRE. • INSTALL TYPE P5 SIGNAL STANDARD PER WSDOT STANDARD PLAN J- 21.10 -00. ONE PED HEAD AND ONE PUSH BUTTON. SOUTHCENTER PARKWAY INSTALL SIGNAL INDUCTION LOOP PER PLAN AND CITY OF TUKWILA STANDARD DETAIL RS -28. INSTALL CITY PROVIDED TYPE P CABINET AND NEMA CONTROLLER PER CITY OF TUKWILA STANDARD DETAIL RS -29. CONNECT FIELD WIRING TO CONTROLLER CABINET. FOLLOW SIGNAL TURN —ON AND TESTING PROCEDURES. 11 T 23 N, R 4 E, WM INSTALL SERVICE CABINET AND UNINTERRUPTIBLE POWER SUPPLY PER SPECIAL PROVISIONS. SEE BREAKER SCHEDULE ON ILLUMINATION SHEET IL1O. CONSTRUCT COMBINATION SERVICE /UPS CABINET AND CONTROLLER FOUNDATION FOR CABINETS AS PER DETAIL ON SHEET TS10. SEE ILLUMINATION PLAN FOR INTERCONNECT AND ILLUMINATION WIRING. COORDINATE POWER CONNECTION WITH SERVING UTILITY. PROVIDE TRAFFIC MONITORING CAMERA (CCTV) PER DETAILS ON ILLUMINATION PLANS AND PER SPECIAL PROVISIONS. THE CONTRACTOR SHALL DELIVER THE CAMERA TO THE CITY OF TUKWILA TRAFFIC OPERATIONS AND MAINTENANCE DEPARTMENT. COORDINATE THE INSTALLATION OF THE CAMERA, WHICH SHALL BE DONE BY THE CITY. SEE DETAIL ON SHEET TS05. TRAFFIC SIGNAL LEGEND: ® SIGNAL POLE - VEHICLE SIGNAL HEAD t► VEHICLE SIGNAL HEAD (LEFT TURN) ▪ TENON PEDESTRIAN SIGNAL HEAD O 10 20 GENERAL NOTES 40 — 0 EMERGENCY VEHICLE DETECTOR 1. SEE SHEET TS18 FOR WIRE SCHEDULE. p TRAFFIC MONITORING CAMERA (CCTV) 2• SEE SHEET TS18 FOR SIGNING NOTES. 4 MAST ARM MOUNTED SIGN CONTROLLER CABINET 00 SERVICE /BBS CABINET CO JUNCTION BOX TYPE 1 D JUNCTION BOX TYPE 2 Dl DUAL —LID JUNCTION BOX TYPE 8 ® PULL BOX, SEE ILLUMINATION PLANS OPTICOM PHASES DEVICE SIGNAL PHASES A 9'2 AND 05 B 04 AND 07 C 01 AND 06 D ¢3 AND 08 (TYP.) .161+00 IEWED .FOFf2 +o0 COP'4'.LIEH NFPA 70 o NEC City of Tukwila BUILDING DIVISION SIGNAL PHASES DISPLAY NOTES 1. ALL VEHICLE SIGNAL HEADS SHALL BE CONVENTIONAL TYPE WITH LED LENSES AND BE EQUIPPED WITH TUNNEL VISORS AND BACK PLATES. 2. ALL VEHICLE SIGNAL HEADS SHALL USE MOUNTING TYPE "M ". 3. ALL SIGNAL HEADS SHALL BE PAINTED GREEN ON ALL SURFACES. THE INSIDE OF VISORS AND THE FACE OF THE BACK PLATES SHALL BE FLAT BLACK. 4. ALL PEDESTRIAN SIGNAL HEADS SHALL BE LED TYPE WITH SOLID SYMBOLS AND SHALL BE EQUIPPED WITH "Z" CRATE VISORS. 5. ALL PEDESTRIAN SIGNAL HEADS ON TYPE III, V, AND SD POLES SHALL USE MOUNTING TYPE "E ". ALL PEDESTRIAN SIGNAL HEADS ON TYPE PS POLES SHALL USE MOUNTING TYPE "D ". 6. ALL PEDESTRIAN SIGNAL HEADS SHALL BE COUNTDOWN TYPE. PLAN VEHICLE SIGNAL HEADS HEADS NO. 11/61, 31/81, 51/21, 71/41 HEADS NO. 22, 42 62, 82 12" RED (TYP.) 12" AMBER (TYP.) 12" GREEN (TYP.) 12" BIMODAL (TYP.) PEDESTRIAN SIGNAL HEADS 15 PORTLAND ORANGE (UPRAISED HAND AND NUMBERS) LUNAR WHITE (WALKING PERSON) PEDESTRIAN HEADS NO. 28, 29, 48, 49 68, 69, 88, 89 01 � rP 05 C#› 02 06 SCENE MAY 13 2011 KNIT CE CALL 48 BEFORE YOU DIG COMMON GROUND ALLIANCE 811 03 P'P 07 l 4 Si 08 VEHICLE MOVEMENT PEDESTRIAN MOVEMENT PUBLIC WORKS DEPT. *ENGINEERING* STREETS* WATER *SEWER* PARKS * BUILDING * Designed Drawn Checked Proj Eng Proj Dir By KARA OXA AMIE MLF Date 02110 02/10 02/10 02/10 Field Bk# DAVID EVANS ANDASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL - 1041(003) SOUTHCENTER PARKWAY EXTENSION SOUTHCENTER PARKWAY /E -LINE TRAFFIC SIGNAL PLAN No. Date Revisions TS15 190 of 257 CONTROLLER 8 1 1 1 1 1 a CO BBL W �-0 W �GN BR ®e W S � BL 101.3=E11- R �-o BARE 63 BARE I0 • BARE s�0 • BARE m CD R 0 �-G 63 614 1.1-B 616 I•l-W R 0 G �8 101 626 I64-W �R IS0 �0 �8 w R _ 0 6� W �0 �3 -G �B �W 61 R 662 0 G B w R 0 G �B 101 676 1•I-W 1 �8 R �0 �G 684 8 o3 686 f�W 666 ICY I•F - a, G 0 B R G� 0 B� oi#EMEXA B R 0 B A=K2 8 Alt 4J 01 B -Nl 811 ld W�T81261 B W W W W� W � W� C k7C B w W B w B w B W � C•cTi�'- o ❑f1i■ w 8 W 8 W B w B W -{•I 984 101 Cirri■'; cwaTariP C�')J ❑WTi ■L ClEaMK �1 63 63 1 89 �• ❑ j U :J❑ tm IRM❑ ED 0-- w- 0- R 0 G CMIC MAC C[dJC B C8C w- 62 8— R'--' 0-- w BL R J i1C 1 3C 0117C R- C• 0-- c—u •6 8� w- oc�c CPIi1C R—r� -0 ONYIC G— -W CPZ•.23C W— Ba 0— TERMINAL CABINET SIGNAL POLE NO. 4A Y 0 SIGNAL POLE NO. 1 0 SIGNAL POLE NO. 1A m m 1 O m •j• • J 8 U Q U p cp SIGNAL POLE NO. 2 SOUTHCENTER PARKWAY JUNCTION BOXES /83 R OTC R 0 ® 682 0 C 0 683 G e •C B ■6864 IW: BL 1616331. COMC Cam^ cc GC[ 7C0-- e CSC 0- 6 6 W--- �R G OtaiC 0- WC1I37CW- 0 BB- TERMINAL CABINET Y 0 SIGNAL POLE NO. 4 O 0 rz 0 O r r . T ---BL Y —0 -R CEC R -0 64 0 -G 64 G -W-j• 4 B 8 R `0 72 `GB -�BL -W 6 • -R O 11CR �c CtmC - �W CYY18 -0 : rk tc 0- --03 23rl-B- c w- TERMINAL CABINET SIGNAL POLE NO. 2A TO CONTROLLER TO CONTROLLER Mir SIGNAL POLE L Y 0 SIGNAL POLE NO. 3A NO. 3 ❑ 0 0 0 El O 0 U • ❑ jj U �❑ tm Imo❑ IZEI Im Iz JUNCTION BOXES el ta C13•C R 0 CiCwe G 13 8L 8 W*1616 • R O I[ R 0-446628-0: GC�CG: CSC A4 A4 0- w, 0- EVIEWED _FOh `` PLIANCE WITH FPA70 - NEC MAY 2 3 2011 City of Tukwila BUILDING DIVISION W vm CBS 8 666 W R G CLUE: G, W CI1L 1C W- O 44 0- B CSC B-- TERMINAL CABINET • -G -w -0 -8 0 V j� ❑�• Im Olin k ❑tom IZZ! Ili 0 • O CD 1 ON 1 4`° 11113 ECEW VE MAY 13 2011 PERM17 CENTE CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 PUBLIC WORKS �EPT- * ENGINEERING *STREETS• WATER•SEWER• PARKS • BUILDING • By Designed Drawn Checked KAHA OXA AMTE Date 02110 02/10 02110 Proj Eng MLF 02/10 Proj Dir Field Bk # DAVID EVANS ANDASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL - 1041(003) SOUTHCENTER PARKWAY EXTENSION SOUTHCENTER PARKWAY /E -LINE TRAFFIC SIGNAL WIRING DIAGRAM •■• No. Date _Revisions TS 16 191 257 File No. TUKA0001 TSch16.drg Scale AS SHOWN Date 02/10 FOUNDATION DEPTH TABLE ALLOWABLE LATERAL BEARING PRESSURE (psf) FOUNDATION TYPE XYZ (CUBIC FEET) TYPE 11,111 AND SD MAST ARM STANDARDS 600 900 1,200 1,500 1,900 2,300 1,000 3' ROUND 3' SQUARE 4' ROUND 10' 8' 8' 10' 8' 8' 11' 9' 9' 11' 9' 9' 13' 10' 10' 15' 11' 11' 1,500 3' ROUND 3' SQUARE 4' ROUND 8' 7' 7' 8' 7' 7' 9' 7' 7' 11' 8' 8' 13' 8' 8' 15' 9' 9' 2.500 3' ROUND 3' SOUARE 4' ROUND 6' 6' 6' 6' 6' 6' 7' 6' 6' 11' 6' 6' 13' 7' 7' 15' 7' 7' THIS TABLE BASED ON A 0 VALUE OF 26' FOR DOUBLE MAST ARM STANDARDS WITH 90' BETWEEN ARMS, USE THE LARGER XYZ VALUE FOR FOUNDATION DEPTH SELECTION. A SPECIAL FOUNDATION DESIGN IS REQUIRED FOR DOUBLE ARM STANDARDS IF THE ANGLE IS NOT 90'. 3/4" CHAMFER UNPAVED SURFACE CLASS 3000 CONCRETE 3 8 DIA. PLASTIC DRAIN TUBE GROUT PAD THICKNESS= NUT HT. +1 MAX I n I1I1 PAVED SURFACE 8 NO. 8 BARS EQUALLY SPACED N 2 1/2 CL #4 HOOPS. RD. OR SQ. AT 1' -0" APPROX. CTRS. 3' SO. OR RD., OR 4' RD. FOUNDATION DETAIL Z 0 zz 0 b , v1Py b 3 4i Fti0 nSb3 POLE ORIENTATION LINE ATTACHMENT POINT ALL HANDHOLES AT 180' FROM El STD. NO. XX SRXXX, MP XXX.XX MANUFACTURER APPROVED DWG. XXXXXX FAB. X /XX /XXXX SIGNAL STANDARD IDENTIFICATION TAG DETAIL EXAMPLE SIGNAL STANDARD NO. STATE ROUTE AND MILE POST NO. APPROVED DRAWING NO. FABRICATION DATE NOTE: CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS AS FOLLOWS: POLE SHAFT - LOCATED WITHIN 6" ABOVE HAND HOLE, SIGNAL AND LUMINAIRE MAST ARM - LOCATED WITHIN 6' OF THE POLE SHAFT CONNECTION POINT. TEXT SHALL BE A MINIMUM OF 3/16 ' HIGH, STAMPED OR EMBOSSED. • IF El OR E2 SIGNAL ARM IS NOT NINETY DECREES TO THE ANCHOR BOLT PLATE THEN SPECIAL DESIGN POLE POLE ORIENTATION ANGLE (P.O.A.) DEGREES CLOCKWISE FROM OFFSET UNE TO POLE ORIENTATION UNE (SETS ANCHOR BOLT ORIENTATION) POLE ORIENTATION AND ATTACHMENT POINT DETAIL TYPE PPB PPB POST TYPE PS PED. HEAD STANDARD TYPE 1 VEHICLE HEAD STANDARD 0 0 81 B2 b B3 B4 b STD. NO. 02 SR97, MP 069.09 MANUFACTURER APPROVED DWG. AB12345 FAB. 6/14/2002 B6 SIGNAL DISPLAY VERTICAL CLEARANCE (FEET) FROM STOP UNE 811 c D REVIEWED FOh COMPLIANCE Vt ITH NFPA70 -NEC MAY 2 3 2011 r City of'Tukw ila� ■ 1 BUILDING DIVISION E TYPE 11 MAST ARM SIGNAL STANDARD UMrTS OF VERTICAL CLEARANCE REQUIREMENT TYPE III COMBINATION UGHTING AND MAST ARM SIGNAL STANDARD ROADWAY TYPE IV STRAIN POLE STANDARD TYPE V COMBINATION LIGHTING AND STRAIN POLE STANDARD H CURB OR EDGE OF SHOULDER TYPE SD SPECIAL DESIGN STANDARD SIGNAL STANDARD DETAIL CHART 40' 45' 50' 53' -150' MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. 3 SECTION 12' 16.5 17.5' 16.5 19.2' 16.5 20.9' 16.5 22.0' B1 82 83 84 B5 86 89 B11 81 4 SECTION 12" 16.5 17.0' 16.5 18.0' 16.5. 19.7' 16.5 20.8' E2 F G1 G2 H 11 12 3' RD. 3' SO.4' 5 SECTION 12" 16.5 17.0' 16.5 17.5' 16.5 18.5' 16.5 19.6' 111 18 40 42• 41 38 32. 35 26 TYPE 11 MAST ARM SIGNAL STANDARD UMrTS OF VERTICAL CLEARANCE REQUIREMENT TYPE III COMBINATION UGHTING AND MAST ARM SIGNAL STANDARD ROADWAY TYPE IV STRAIN POLE STANDARD TYPE V COMBINATION LIGHTING AND STRAIN POLE STANDARD H CURB OR EDGE OF SHOULDER TYPE SD SPECIAL DESIGN STANDARD SIGNAL STANDARD DETAIL CHART S"NTaD O LOCATION L FIELD LOCATION TYPE MOUNTING HEIGHT(FT) SIGNAL MAST ARM DATA LUMINAIRE ARM(FT) POLE ATTACHMENT POINT ANGLES (deg) FOUNDATION DEPTHS(FT) REMARKS OFFSET DISTANCES (FT) (2) (POLE l TO ATTACHMENT POINT) WINDLOAD AREAS (FT) 2 X)(Y) (X)(Y)(Z) STATION OFFSET LT.RT_P.O.A Al A2 B1 82 83 84 B5 86 89 B11 81 B2 B3 B6 B9 B11 TOTAL(FT)3 C 0 E1 E2 F G1 G2 H 11 12 3' RD. 3' SO.4' RD. 1 S.C. PKWY 158 +97 44' ✓ 0 111 18 40 42• 41 38 32. 35 26 20• 10 0 7,5 12.4 9.3 0 13.5 1,156 16 0 0 90 180 0 9' 1A S.C. PKWY 159 +11.5 57.5' ✓ 0 PS 270 90 USE J- 21.10 -00 2 E -UNE 9 +40 37' ./ 0 III 18 40 37• 31 25 21 17 8 0 7.5 12.4 9.3 16.5 833 16 0 0 90 180 0 8' 2A S.C. PKWY 160 +01 44' ../ 0 Ps 0 180 USE J- 21.10 -00 ttLLrr�� REC E 3 S.C. PKWY 160 +03 44' ../ 0 III 18 40 42• 41 38 32• 35 26 20• 10 0 7.5 12.4 9.3 0 13.5 1,156 16 0 0 90 180 0 g' 3A S.C. PKWY 159 +88 58' ✓ 0 PS 270 90 USE J- 21.10 -00 MAY 1 4 E -UNE 10 +60 38' ✓ 0 111 18 40 36• 30 24 16 8 0 7.5 12.4 9.3 16.5 891 16 0 0 90 180 0 8' 96cc[[��99NNCCpp90 PERMrr 4A S.C. PKWY 158 +98 45' ✓ 0 PS 0 180 USE J- 21.10 -00 • INSTALL TENON ONLY NOTES: 0 MOUNTING COUPLING INSTALLED AT OFFSET DISTANCE INDICATED IN CHART. ALTERNATE NOTE 1 FOR TYPE N MOUNT ONLY DRILL 1" HOLE IN MAST ARM AND INSTALL PLASTIC SPLIT BUSHING FOR CABLE ENTRANCE. Q FIELD INSTALLED. b. c. d. e. f. 9 h. LEGEND: Vehicle Display Sign Street Name Sign Pre -Enpt Detector Deleted (10/22/90) Luminaire Pedestrian Display Cabinet PPB -M j. Handhole 1VED 2011 ENTER CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 PUBLIC' WORKS DEPT. •ENGINEERING •STREETS • WATER•SEWER • PARKS • BUILDING • By Date Designed Drawn KAHA 02/10 OXA 02/10 Checked AMTE 02110 Proj Eng MLF 02110 Proj Dir Field Bk# DAVID EVANS ANDASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL - 1041(003) SOUTHCENTER PARKWAY EXTENSION SOUTHCENTER PARKWAY /E -LINE TRAFFIC SIGNAL DETAILS 3 FIL ID } F No._ Date Revisions TS17 192 of 257 Fde No. TUKA0001-TSd, 7.drg Scale AS SHOWN Date 02/10 T 23 N, R 4 E, WM WIRING SCHEDULE NO RACEWAY LOOP WIRES #14 LOOP DETECT 2C(SH) PRE - EMPTION DETECT 3C(SH) VEHICLE HEADS 5C 7C PED HEADS/ PPB 5C 36 SMFO VIDEO 6cDE #8 GND. POWER #2 #8 COMMENTS COND SIZE (IN.) 1 2" 4 1 2 2" 6 1 3 2" 8 1 4 2" 12 1 5 2" 2 1 6 2" 3 1 7 2" 6 8 2" 7 1 9 2" 8 10 2" 1 1 71 3" 6 2 1 3" 4 4 1 12 2" 1 1 2" 2 1 1 13 3 2" 1 1 2" 2 2 1 13A 2 -3" 1 SPARES 14 2" 6 1 1 2" 2 2 1 2 -3" 1 SPARES 15 NOT USED 15A 2 -3" 1 SPARES 16 2" 1 1 3" 2 1 1 1 2" 1 SPARE 17 2" 6 1 1 2" 2 3 1 2 -3" 1 SPARES 18 - NOT USED 19 2" 3 20 3" 6 3 1 3" 4 3 1 2" 1 1 3" 1 SPARE SIGNING NOTES SOUTHCENTER PKWY CD D3-301 (MOD) 18" X 132" 8D LETTERS S 19400 BLOCK 03-301 (MOD) 18" X 108" 80 LETTERS CD LEFT TURN YIELD ON GREEN • R10-12 30"X36" GENERAL NOTES: 1. ALL NEW PVC CONDUITS CONTAINING CONDUCTORS SHALL HAVE A GROUND WIRE. 2. SPARE /EMPTY CONDUIT SHALL CONTAIN BULL -LINE TAPE. 3. ALL CONDUIT SHALL BE RIGID PVC SCH 40 EXCEPT UNDER ROADWAY WHERE CONDUIT SHALL BE RIGID PVC SCH B0. 4. SEE ILLUMINATION PLAN FOR SEPARATE ILLUMINATION. 5. 6cDE IS A CABLE CONSISTING OF ONE COAXIAL CABLE AND 5 POWER CONDUCTORS AND WILL BE PROVIDED BY THE CITY. REV LIANCE W FOR COMPLIANCE H NFPA70 m NEC MAY 2 3 2011 City of Tukwila BUILDING DIVISION RECEIVED MAY 13 2011 PERMIT CENTER CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 PUBLIC WORKS DEPT_ *ENGINEERING *STREETS* WATER *SEWER *PARKS *BUILDING * By Designed Drawn Checked Proj Eng Proj Dv Field Bk # KAHA OXA AMTE MLF Date 02/10 02/10 02110 02110 -0 DAVID EVANS AND ASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL - 1041(003) SOUTHCENTER PARKWAY EXTENSION SOUTHCENTER PARKWAY /E -LINE TRAFFIC SIGNAL DETAILS J 11( 3 at ID } F V No. _Date Revisions TS 18 193 257 File No. TUKA0001_1Ss18.dw9 Scale AS SHOWN Date 02/10 CONSTRUCTION NOTES: O CONSTRUCT FOUNDATION AND INSTALL LIGHT STANDARD AND LUMINAIRE. INSTALL ONE PEDESTRIAN SIGNAL HEAD, AND ONE PUSH BUTTON. O CONSTRUCT FOUNDATION AND INSTALL TYPE PS SIGNAL STANDARD PER STANDARD PLAN J- 21.10 -00 WITH ONE PEDESTRIAN SIGNAL HEAD AND ONE PUSH BUTTON. • CONSTRUCT FOUNDATION PER SIGNAL STANDARD DETAIL CHART AND INSTALL TYPE III SIGNAL STANDARD WITH A 44 FOOT MAST ARM, THREE VEHICLE HEADS, ONE PEDESTRIAN HEAD, ONE PEDESTRIAN PUSH BUTTON, ONE TYPE 711 OPTICON DETECTOR, ONE STREET NAME SIGN, ONE TERMINAL CABINET, AND ONE 400W LUMINAIRE. O CONSTRUCT FOUNDATION AND INSTALL TYPE PS SIGNAL STANDARD PER STANDARD PLAN J- 21.10 -00 WITH ONE PEDESTRIAN SIGNAL HEAD AND ONE PUSH BUTTON. 0 CONSTRUCT FOUNDATION PER SIGNAL STANDARD DETAIL CHART AND INSTALL TYPE III SIGNAL STANDARD WITH 44 FOOT MAST ARM, THREE VEHICLE HEADS, ONE PEDESTRIAN HEAD, ONE PEDESTRIAN PUSH BUTTON, ONE TENON, ONE TYPE 711 OPTICOM DETECTOR, ONE STREET NAME SIGN, THREE TRAFFIC SIGNS, ONE TERMINAL CABINET, ONE TRAFFIC MONITORING CAMERA (CCTV) AND ONE 400W LUMINAIRE. O CONSTRUCT FOUNDATION AND INSTALL TYPE PS SIGNAL STANDARD PER STANDARD PLAN J- 21.10 -00 WITH ONE PEDESTRIAN SIGNAL HEAD AND ONE PUSH BUTTON. 0 CONSTRUCT FOUNDATION PER SIGNAL STANDARD DETAIL CHART AND INSTALL TYPE III SIGNAL STANDARD WITH A 44 FOOT MAST ARM, TWO VEHICLE HEADS, ONE TENON, ONE TYPE 711 OPTICON DETECTOR, ONE STREET NAME SIGN, ONE TERMINAL CABINET, ONE PEDESTRIAN HEAD, ONE PUSH BUTTON, AND ONE 400W LUMINAIRE. O CONSTRUCT FOUNDATION AND INSTALL TYPE PS SIGNAL STANDARD PER STANDARD PLAN J- 21.10 -00 WITH ONE PEDESTRIAN SIGNAL HEAD AND ONE PUSH BUTTON. O CONSTRUCT COMBINATION SERVICE, UPS, AND CONTROLLER FOUNDATION FOR CABINETS PER DETAIL ON SHEET TS1O. INSTALL SERVICE CABINET PER CITY OF TUKWILA STANDARD DETAIL RS22. SEE 8REAKER SCHEDULE ON ILLUMINATION SHEET IL11. INSTALL UNINTERRUPTIBLE POWER SUPPLY PER SPECIAL PROVISIONS. INSTALL CONTROLLER CABINET PER CITY OF TUKWILA STANDARD DETAIL RS -29. INSTALL EAGLE M50 CONTROLLER WITH EPAC SOFTWARE. © INSTALL SIGNAL INDUCTION LOOP PER PLAN AND CITY OF TUKWILA STANDARD DETAIL RS -28. 0 SEE ILLUMINATION PLANS FOR CONTINUATION OF INTERCONNECT AND COMMUNICATIONS SYSTEM. 0 PROVIDE FUSION SPLICE BLOCK WITH 36 TERMINATIONS IN CONTROLLER CABINET. PROVIDE GARETTCOM ETHERNET SWITCH. COORDINATE POWER CONNECTION WITH SERVIING UTILITY. O PROVIDE TRAFFIC MONITORING CAMERA (CCTV) PER DETAILS ON ILLUMINATION PLANS AND PER SPECIAL PROVISIONS. THE CONTRACTOR SHALL DELIVER THE CAMERA TO THE CITY OF TUKWILA TRAFFIC OPERATIONS AND MAINTENANCE DEPARTMENT. COORDINATE THE INSTALLATION OF THE CAMERA, WHICH SHALL BE DONE BY THE CITY. SEE DETAIL ON SHEET TS05. T 23 N, R 4 E, WM DISPLAY NOTES 1. ALL VEHICLE SIGNAL HEADS SHALL BE CONVENTIONAL TYPE WITH LED LENSES AND BE EQUIPPED WITH TUNNEL VISORS AND BACK PLATES. 2. ALL VEHICLE SIGNAL HEADS SHALL USE MOUNTING "TYPE M ". 3. ALL SIGNAL HEADS SHALL BE PAINTED GREEN ON ALL SURFACES. THE INSIDE OF VISORS AND THE FACE OF THE BACK PLATES SHALL BE FLAT BLACK. 4. ALL PEDESTRIAN SIGNAL HEADS SHALL BE LED TYPE WITH SOLID SYMBOLS AND SHALL BE EQUIPPED WITH "Z" CRATE VISORS. 5. ALL PEDESTRIAN SIGNAL HEADS ON TYPE III, V, AND SD POLES SHALL USE MOUNTING TYPE "E ". ALL PEDESTRIAN SIGNAL HEADS ON TYPE PS POLES SHALL USE MOUNTING TYPE "D ". 6. ALL PEDESTRIAN SIGNAL HEADS SHALL BE COUNTDOWN TYPE. 1 81 +00 SOUTHCENTER PARKWAY TRAFFIC SIGNAL LEGEND: ® SIGNAL POLE —► VEHICLE SIGNAL HEAD t. VEHICLE SIGNAL HEAD (LEFT TURN) • TENON PEDESTRIAN SIGNAL HEAD — 0 EMERGENCY VEHICLE DETECTOR ▪ TRAFFIC MONITORING CAMERA (CCTV) 4 MAST ARM MOUNTED SIGN CONTROLLER CABINET SERVICE /BBS CABINET ® JUNCTION BOX TYPE 1 O JUNCTION BOX TYPE 2 E DUAL —LID JUNCTION BOX TYPE 8 PULL BOX, SEE ILLUMINATION PLANS ►.o MATCHLINE STA. 21 +50 SEE SHEET TS20 O 10 20 GENERAL NOTES w 1. SEE SHEET TS23 FOR WIRE SCHEDULE. 2. SEE SHEET TS23 FOR SIGNING NOTES. 0 REVIEWED Fun COMPLIANCE WITH NFPA70 a NEC AY 2 3 2011 182+,00 , .183 +00. , MIZEM MEMM MEM IMMUM MOMM VEHICLE SIGNAL HEADS HEADS NO. HEADS NO. 11, 12, 71 41, 42, 81, 82 HEAD NO. 62 12" RED (TYP.) 12" AMBER (TYP.) 12" GREEN (TYP.) PEDESTRIAN SIGNAL HEADS 15 PORTLAND ORANGE (UPRAISED HAND AND NUMBERS) LUNAR WHITE (WALKING PERSON) PEDESTRIAN HEADS NO. 28, 29, 68, 69, 88, AND 89 PLAN SIGNAL PHASES FUTURE 05 FUTURE 02 06 FUTURE 03 07 — VEHICLE MOVEMENT PEDESTRIAN MOVEMENT ...� FUTURE VEHICLE MOVEMENT MATCHLINE STA. 18 +75 SEE SHEET TS20 OPTICOM PHASES DEVICE SIGNAL PHASES 8 04 AND 07 C 01 AND 06 D 08 /a\ ECE V E MAY 13 2011 PERMIT CEN 185 +00 CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 PUBLIC WORKS DEPT_ *ENGINEERING* STREETS* WATER•SEWER •PARKS • BUILDING * BY Designed Drawn Checked Pro Eng Pro Dir Field Bk if KAHA oxA AMTE MLF Date 02/10 02110 02/10 02/10 DAVID EVANS AND ASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL - 1041(003) SOUTHCENTER PARKWAY EXTENSION SOUTHCENTER PARKWAY /S. 200TH ST. TRAFFIC SIGNAL PLAN No. Date Revisions TS19 194 of 257 , File No TuKA0001 TSch 9.dwg Scale AS SHOWN Date 02/10 T 23 N, R 4 E, WM 0 LC) rn CNI . CO < F- UJ _Z= J ow LLI Q CO 2 PLAN 2 +0 m m= = Z mm m� —1 D cn• co 0 cn N 24 +00 —I S. 200TH ST. N. 0 10 20 40 REVIEWED FOh COMPLIANCE WITh NFPA70 - NEC MAY 23 2011 City of .Tukwila BUILDING DIVISION GENERAL NOTES 1. SEE SHEET TS14 FOR WIRE SCHEDULE. 2. SEE SHEET TS14 FOR SIGNING NOTES. MEWED MAY 13 2011 PERMIT CENTER CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 PUBLIC WORKS DEPT_ •ENGINEERING * STREETS* WATER•SEWER *PARKS• BUILDING * By Date Designed KAHA 02/10 Drawn OXA 02/10 Checked AMTE 02/10 Prof Eng MLF 02/10 Proj Dir Field Bk # DAVID EVANS AND ASSOCIATES INC. 415 - 11891 Avenue SE Bellevue Washington 98005 -3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL - 1041(003) SOUTHCENTER PARKWAY EXTENSION SOUTHCENTER PARKWAY /S. 200TH ST. TRAFFIC SIGNAL PLAN if 3 IL Ij } F No. Date Revisions TS20 195 257 File No. 000i rsmz0.e*o Date 02/10 Scale AS SHOWN 1 a CONTROLLER BL �-W �-W �GN W �BR W S W ni=m- BL R fgaME K:21:=11 gs2r101-0 — �Y — BARE UTWE1g-0 KEMEIN-Y ®-BARE 90 0 BARE R W Ag1=D3 0 21 B1g1=10 R w� 0� B� R G w.1#1=33 0� B41=M R W B4E1=2 R 0 623 G Ntc1CBo w 63 R ®-0 �-0 �W R G �W �0 654•-B 6 1 R bl 662— Ll4II� �}-0 6640 121E-Vi R 0 _G F2a=1E-W e®Olat]Dol-0 �G g21=1g-8 686 W • FUTURE CONNECTION •• INTERIM CONNECTION B-4 3Tea3 i0„ W -14E1.10 W-M1=01 8 w - - -W*:13 ffE 8 87 T W 87 8 W DIUNERE �N B W 0X B -Q� W 8 W B w 8 w W W -g1:83= B w 8 w B w ❑ILLf ■S7 OMN 0■Ti ■37 0IEMEN B W �1 972 01 B w e W - 984pJ_984 J B W -41 915 401 0c1 1U[ Dt/1W SIGNAL POLE NO. 4A SIGNAL POLE N0. 1A CC 0 T 23 N, R 4 E, WM JUNCTION BOXES L-- Y 0 R 6-0 [gIMIN-0 1 16744 -8 CIMM- SIGNAL POLE NO. 2 SIGNAL POLE NO. 1 -R 0 -0 _W 46 R 6 1 R R -0 C[Jrf3C 0 -0 J( 4C G -B 67 8 �-W -R CLINIC R —G 22 0- -W 26 W-- -B BB-- TERMINAL CABINET K 0 3 o m SIGNAL POLE NO. 2A TO CONTROLLER 81 ®1681140 O G 8 ©L IL ■�C 686 JUNCTION BOXES 016811,R 0 G 8 COEEMC MUSIC 686 ¢ 0 3 0 m 0 U ggi CLIA1C R R- O 0- 0- G- B B- G G- WW- O 64 0- SLINC GQ3lC 686 B 76 8-- TERMINAL CABINET SOUTHCENTER PARKWAY REVIEWED FOh COMPLIANCE WITH NFPA 70 - NEC TO CONT•',OLLER MAY 2 3 2011 City of Tukwila C,E• BUILDING DIViN3g �g 82 81 TO CONTROLLER SIGNAL POLE NO. 3 SIGNAL POLE NO 4 L Y 0 SIGNAL POLE NO. 3A JUNCTION BOXES R 0 G B C[iOC n13iP3C CEC MEC RGMIGR- 0 GLi4'3G 0- G CLI7G 0- BA' CMG B- 0 J666G W' R R G 74 C- w�W- 0-*1=E-0- B -417asI�F B- TERMINAL CABINET z O 0 CC 0 0 U 0 O © ■ N na n � n 0 ?0, m 3 49 RECEIVE E MAY 13 2011 P =: t °f:IT CENTER CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 PUBLIC WORKS DEPT_ • ENGINEERING* STREETS* WATER *SEWER •PARKS • BUILDING * By Date Designed KAHA 02/10 Drawn OXA 02/10 Chec MITE Proroj Eng MLF 02/10 02/10 Pj Dir ked Field Bk# DAVID EVANS AND ASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL- 1041(003) SOUTHCENTER PARKWAY EXTENSION SOUTHCENTER PARKWAY /S. 200TH ST. TRAFFIC SIGNAL WIRING DIAGRAM No. Date Revisions of 257 , File No. 1UKA0001 Tssh 1.d*g Scale AS SHOWN Date 02/10 3 9 o 8 FOUNDATION DEPTH TABLE ALLOWABLE LATERAL BEARING PRESSURE (psf) FOUNDATION TYPE XYZ (CUBIC FEET) TYPE 11,111 AND SD MAST ARM STANDARDS 600 900 1,200 1,500 1,900 2,300 1,000 3' ROUND 3' SQUARE 4' ROUND 10' 8' 8' 10' 8' 8' 11' 9' 9' 11' 9' 9' 13' 10' 10' 15' 11' 11' 1,500 3' ROUND 3' SQUARE 4' ROUND 8' 7' 7' 8' 7' 7' 9' 7' 7' 11' 8' 8' 13' 8' 8' 15' 9' 9' 2,500 3' ROUND 3' SQUARE 4' ROUND 6' 6' 6' 6' 6' 6' 7' 6' 6' 11' 6' 6' 13' 7' 7' 15' 7' 7' THIS TABLE BASED ON A 0 VALUE OF 26' FOR DOUBLE MAST ARM STANDARDS WITH 90' BETWEEN ARMS, USE THE LARGER XYZ VALUE FOR FOUNDATION DEPTH SELECTION. A SPECIAL FOUNDATION DESIGN IS REQUIRED FOR DOUBLE ARM STANDARDS IF THE ANGLE IS NOT 90'. 3/4" CHAMFER UNPAVED SURFACE CLASS 3000 CONCRETE 3 8 DIA. PLASTIC DRAIN TUBE GROUT PAD THICKNESS= NUT HT. +1 MAX PAVED SURFACE 8 NO. 8 BARS EQUALLY SPACED J n U 2 1/2 " CL #4 HOOPS. RD. OR SQ. AT 1' -0" APPROX. CTRS. N N 3' SQ. OR RD., OR 4' RD. FOUNDATION DETAIL 0 0 0 z 0 4, 0 U r 4- 0 ORI ENT N Z 0 0- N." 1- N 36,SV POLE ORIENTATION LINE 3 RO POLE ORIENTATION ANGLE (P.O.A.) DEGREES CLOCKWISE FROM OFFSET LINE TO POLE ORIENTATION UNE (SETS ANCHOR BOLT ORIENTATION) T23N,R4E,WM ATTACHMENT POINT ALL HANDHOLES AT 180' FROM E1 STD. NO. XX SRXXX, MP XXX.XX MANUFACTURER APPROVED DWG. XXXXXX FAB. X /XX /XXXX SIGNAL STANDARD IDENTIFICATION TAG DETAIL EXAMPLE SIGNAL STANDARD NO. STATE ROUTE AND MILE POST NO. APPROVED DRAWING NO. FABRICATION DATE NOTE: CORROSION RESISTANT METAL TAG SECURED WITH (2) 0.125" RIVETS AS FOLLOWS: POLE SHAFT - LOCATED WITHIN 6" ABOVE HAND HOLE, SIGNAL AND LUMINAIRE MAST ARM - LOCATED WITHIN 6" OF THE POLE SHAFT CONNECTION POINT. TEXT SHALL BE A MINIMUM OF 3/16 " HIGH, STAMPED OR EMBOSSED. • IF E1 OR E2 SIGNAL ARM IS NOT NINETY DEGREES TO THE ANCHOR BOLT PLATE THEN SPECIAL DESIGN POLE LOCATION STATION POLE ORIENTAT ON AND ATTACHMENT POINT DETAIL TYPE PPB PPB POST TYPE PS PED. HEAD STANDARD TYPE I VEHICLE HEAD STANDARD 0 0 B1 B2 b STD. NO. 02 SR97, MP 069.09 MANUFACTURER APPROVED DWG. AB12345 FAB. 6/14/2002 SIGNAL DISPLAY VERTICAL CLEARANCE (FEET) FROM STOP LINE LIMITS OF VERTICAL CLEARANCE REQUIREMENT ROADWAY TYPE II MAST ARM SIGNAL STANDARD TYPE III COMBINATION UGHTING AND MAST ARM SIGNAL STANDARD TYPE IV STRAIN POLE STANDARD B9 810 811 c REVIEWED FOR COMPLIANCE WITH D NFPA 70 - NEC MAY 2 3 201 CtyofTukwi BUILDING DIVI a ION TYPE V COMBINATION LIGHTING AND STRAIN POLE STANDARD CURB OR EDGE OF SHOULDER TYPE SD SPECIAL DESIGN STANDARD SIGNAL STANDARD DETAIL CHART 40' 45' 50' 53' -150' MIN. MAX. MIN. MAX. MIN. MAX. MIN. MAX. 3 SECTION 12" 16.5 17.5' 16.5 19.2' 16.5 20.9' 16.5 22.0' B1 B2 83 84 85 B6 87 B9 810 4 SECTION 12" 16.5 17.0' 16.5 18.0' 16.5 19.7' 16.5 20.8' 611 TOTAL(FT)3 C D E1 E2 F 01 G2 5 SECTION 12" 16.5 17.0' 16.5 17.5' 16.5 18.5' 16.5 19.6' S.C. PKWY 183 +40 47.5' ✓ 0 LUMINAIRE 40 LIMITS OF VERTICAL CLEARANCE REQUIREMENT ROADWAY TYPE II MAST ARM SIGNAL STANDARD TYPE III COMBINATION UGHTING AND MAST ARM SIGNAL STANDARD TYPE IV STRAIN POLE STANDARD B9 810 811 c REVIEWED FOR COMPLIANCE WITH D NFPA 70 - NEC MAY 2 3 201 CtyofTukwi BUILDING DIVI a ION TYPE V COMBINATION LIGHTING AND STRAIN POLE STANDARD CURB OR EDGE OF SHOULDER TYPE SD SPECIAL DESIGN STANDARD SIGNAL STANDARD DETAIL CHART STD. No. O LOCATION L FIELD LOCATION TYPE MOUNTING HEIGHT(FT) SIGNAL MAST ARM DATA LUMINAIRE POLE ATTACHMENT POINT ANGLES (deg) FOUNDATION DEPTHS(FT) REMARKS OFFSET DISTANCES (FT) (Z) (POLE c. TO ATTACHMENT POINT) WINDLOAD AREAS (FT) 2 (X)(Y) (X)(Y)(Z) ARM(FT) STATION OFFSET LT. RT.P.OA. Al A2 B1 B2 83 84 85 B6 87 B9 810 B11 81 82 B3 B4 B6 B7 B9 810 611 TOTAL(FT)3 C D E1 E2 F 01 G2 H 11 12 3' RD. 3' SO 4' RD. 1 S.C. PKWY 183 +40 47.5' ✓ 0 LUMINAIRE 40 16 90 0 IA S.C. PKWY 183 +47.5 60' ✓ 0 PS 270 90 USE J- 21.10 -00 2 200TH 20 +62 44' 1. 0 111 18 40 44 34 30 24 15 9.3 9.3 9.3 16.5 1,196 16 0 0 270 135 0 11' 2A S.C. PKWY 184 +50 47.5' ✓ 0 PS 0 160 USE J- 21.10 -00 3 S.C. PKWY 184 +49.5 46.5' ✓ 0 111 18 40 44• 40•• 34 30 27 24 20 10 6 15 9.3 7.5 9,3 7.5 9.3 7.5 9.3 7.5 10.6 1,921 16 0 0 90 135 0 13' �C 1fa 3A 200TH 19 +25 43' ✓ PS 0 180 USE J- 21.10 -00 4 200TH 19 +21 47' ✓ 0 III 18 40 44• 25 29 24 15 9.3 9.3 9.3 16.5 1,205 16 0 0 90 135 0 11' MAY 1 4A S.C. PKWY 183 +39 61' ✓ 0 PS 0 1 80 USE J- 21.10 -00 ?MIT • INSTALL TENON ONLY •• FUTURE SIGN LOCATION NOTES: 0 MOUNTING COUPUNG INSTALLED AT OFFSET DISTANCE INDICATED IN CHART. ALTERNATE NOTE 1 FOR TYPE N MOUNT ONLY DRILL 1" HOLE IN MAST ARM AND INSTALL PLASTIC SPLIT BUSHING FOR CABLE ENTRANCE. O FIELD INSTALLED. a. b. c. d. e. f. 9. h. 1' LEGEND: Vehicle Display Sign Street Name Sign Pre -Eript Detector Deleted (10/22/90) Luminaire Pedestrian Display Cabinet PPB -M Handhole 3 2011 CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 PUBLIC WORKS DEPT_ *ENGINEERING* STREETS* WATER *SEWER *PARKS * BUILDING * By Date Designed Drawn Checked KAHA 02/10 OXA 02110 AMTE 02/10 Proj Eng MLF 02/10 Proj Dr Field Bk # DAVID EVANS AND ASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL - 1041(003) SOUTHCENTER PARKWAY EXTENSION SOUTHCENTER PARKWAY /S. 200TH ST. TRAFFIC SIGNAL DETAILS 3 at } lam No. Date Revisions TS22 197 t 257 File No TUKA0001 TSshnmvg Scale AS SHOWN Date 02/10 J 1 T23N,R4E,WM WIRING SCHEDULE NO RACEWAY LOOP WIRES *14 LOOP DETECT 2C(SH) PRE - EMPTION DETECT 3C(SH) VEHICLE HEADS 5C 7C PED HEADS/ PPB SC 36 SMFO VIDEO 6cDE #8 CND. POWER #2 #6 COMMENTS COND SIZE (IN.) t 2" 4 1 2 2" 6 1 3 2" 8 1 4 2' 12 1 5 2° 16 1 6 2" 2 1 7 2' 3 1 8 2" 4 1 9 2" 6 1 10 2" 8 1 tt 2" 1 1 12 2" 1 1 13 2" 6 1 3" 2 1 14 2" 1 1 1 2" 6 2 1 1 15 2" 1 1 2" t 1 1 16 2" 6 1 1 3" 2 4 1 17 3" a 1 1 3" 1 2 1 3" 1 SPARE 18 3" 1 1 SPARE 3' 1 SPARE 19 3" 6 2 1 3" 4 5 1 2" 1 1 20 2 -3" 1 COMMUNICATIONS 21 2" 3 SIGNAL POWER SIGNING NOTES SOUTHCENTER PKWY O 0 D 3-301 (MOD) 18" X 132" 80 LETTERS S 200TH ST D 3-301 (MOD) 18" X 86" 8D LETTERS ONLY R3-5L 30"X36" f ONLY R3-5R 30" X 36" GENERAL NOTES: ALL NEW PVC CONDUITS CONTAINING CONDUCTORS SHALL HAVE A GROUND WIRE. REVIEWED FOR COMPLIANCE WITH NFPA 70 a NEC MAY 2 3 2011 City of Tukwila BUILDING DIVISION 2. SPARE/EMPTY CONDUIT SHALL CONTAIN BULL —LINE TAPE. 3, ALL CONDUIT SHALL BE RIGID PVC SCH 40 EXCEPT UNDER ROADWAY WHERE CONDUIT SHALL BE RIGID PVC SCH 80. 4. SEE ILLUMINATION PLAN FOR SEPARATE ILLUMINATION. 5. 6cDE IS A CABLE CONSISTING OF ONE COAXIAL CABLE AND 5 POWER CONDUCTORS AND WILL BE PROVIDED BY THE CITY. ECE NE MAY 13 2011 PERMIT CENTER CALL 48 HOURS BEFORE YOU DIG COMMON GROUND 811 Q J 3 F D } F V PUBLIC WORKS DEPT_ *ENGINEERING * STREETS* WATER •SEWER • PARKS• BUILDING • By Date Designed KAHA 02/10 Drawn OXA 02/10 Checked AMTS 02/10 Proj Eng MLF 02/10 Proj 0ir Field Bk DAVID EVANS 4121 AND ASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL - 1041(003) SOUTHCENTER PARKWAY EXTENSION SOUTHCENTER PARKWAY /S. 200TH ST. TRAFFIC SIGNAL DETAILS No. Date Revisions ✓ TS23 198 of • 257 File No. TUKA0001_TS4h23.dwg Scale AS SHOWN Date 02110 I dlo 02/22/ 102: 51pm- P: U\ TUKA00000001 \0400CAD\TTDWG \Sheets\TUKA0001 TSsh2 4.dwg CONC GROUND ROD BOX DW T23N,R4E,WM D 0 10 20 40 co ®WN SS `R 80 SS SS SS SS SS SS 81 +18.34 SS ss SS WV $F SOUTHCENTER 0 PARKWAY 0 CONC SS HJPH DW 82 +00 F O O 0 0 83 +00 85 +00 AS4RI 1 SOUTHCENTER PARKWAY 864C LPG L!J SS SS NOTE: EXISTING TRAFFIC ISLAND REMOVED AFTER TOPO SURVEY WAS COMPLETED PLAN CONSTRUCTION NOTES: Q1 INSTALL SIGNAL INDUCTION LOOP PER PLAN AND CITY OF TUKWILA STANDARD DETAIL RS -28. O SPLICE NEW LOOP WIRES TO EXISTING LOOP LEAD —IN WIRES. REMOVE EXISTING LOOP WIRES FROM STUB —OUT. REVIEWED FOR C ®MP H A70 --� NFP MAY 2 3 2011 C i fT BUIL ®1N ECEN MAY 132011 PERMIT CENTER CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 PUBLIC WORKS DEPT. *ENGINEERING* STREETS* WATER *SEWER *PARKS * BUILDING * BY Date Designed Drawn KAHA OXA 02/10 02/10 Checked AMTE 02/10 Proj Eng MLF 02/10 Proj Dir Field Bk # DAVID EVANS AND ASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL - 1041(003) SOUTHCENTER PARKWAY EXTENSION SOUTHCENTER PARKWAY /MINKLER BLVD. LOOP REPLACEMENT No. Date Revisions TS24 199 of 257 File No. TUKA00o1 TSSh24.C*g Scale AS SHOYM voip Date 02/10 Qf 5 dlo 02,22/70 3:57pm - P:N \TUKA T 23 N, R 4 E, WM x x 10 20 40 a SOUTHCENTER PARKWAY SOUTHCENTER PARKWAY P1 FOr, TH MAY 2 3 2011 PLAN CONSTRUCTION NOTES: Q INSTALL SIGNAL INDUCTION LOOP PER PLAN AND CITY OF TUKWILA STANDARD DETAIL RS -28. O SPLICE NEW LOOP WIRES TO EXISTING LOOP LEAD —IN WIRES. REMOVE EXISTING LOOP WIRES FROM STUB —OUT. City of Tukwila BUILDING DIVISION ECENE E MAY 13 2011 PERMITCENTER CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 PUBLIC WORKS DEPT_ * ENGINEERING* STREETS* WATER•SEWER * PARKS • BUILDING * BY Date Designed Drawn Checked KAHA OXA AMTE 02/10 02110 02110 Proj Eng MLF 02110 Proj Dir Feld Bk # DAVID EVANS ANDASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL - 1041(003) SOUTHCENTER PARKWAY EXTENSION SOUTHCENTER PARKWAY /STA. 93 +00 LOOP REPLACEMENT No. Date Revisions TS25 200 or 257 File No. nJ oo01_TSch25.a 9 Scale AS SHOWN / Date 02/10 — _T23NLR4 E, WM 3 EXISTING SERVICE #1 i / 110 +00 I / I t 0 ( i 111 +00 — E - - - -- E -- E SOUTHCENTER PARKWAY 112 +00 113 +00 114 +00 1— 115 W J J Ln ■ W UJ co z O 3 N N O W W W Z_ V) J W = W co I- < 2 ILI 1 ILLUMINATION LEGEND: REVIEWED F.0 COMPLIANCE NEC T r, MFPA70 NEC MAY 2 3 2011 ® LUMINAIRE POLE LUMINAIRE El JUNCTION BOX TYPE 1, 2, 8 PULL BOX CONDUIT COMBINED ELECTRICAL SERVICE AND BBS CONSTRUCTION NOTE GENERAL NOTES: 1. FOR CONSTRUCTION NOTES, SEE SHEET ILO9. 2. FOR WIRING, BREAKER, AND LUMINAIRE SCHEDULES, SEE SHEETS ILO9 AND ILIO. 3. FOR TRAFFIC SIGNAL LAYOUTS. SEE SHEETS TSO1 —TS25. 4. PULL BOXES SHALL BE WSDOT STD. PLAN J- 90.20 -00. 5. ALL ELECTRICAL SERVICES SHALL HAVE REMOTE POLE MOUNTED PHOTOCELL ON LUMINAIRE POLE LOCATED CLOSEST TO CABINET. 0 WIRE NOTE PSE POWER VAULT 0 10 20 40 ECEV E City ot Tukwila BUILDING DIVISION MAY 1 3 2011 P IT CENTER CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 PUBLIC WORKS DEPT_ *ENGINEERING* STREETS* WATER *SEWER* PARKS *BUILDING * By Date Designed JMGE 02/10 Drawn DXWA 02110 Checked KAHA 02110 Proj Eng MLF 02110 Proj Dir Field Bk# DAVID EVANS AND ASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL - 1041(003) SOUTHCENTER PARKWAY EXTENSION ILLUMINATION PLAN No. Date Revisions 201 of 257 d File No. TUKAO001 ILsho1Awg Scale AS SHOWN Date 02/10 O J _ H L.1.1 w 2 0) w w O O N w z U I- < 2 T23N,R4E,WM SOUTHCENTER PARKWAY GENERAL NOTES: 1. FOR CONSTRUCTION NOTES, SEE SHEET IL09. 2. FOR WIRING, BREAKER, AND LUMINAIRE SCHEDULES, SEE SHEETS IL09 AND IL10. 3. FOR TRAFFIC SIGNAL LAYOUTS, SEE SHEETS TS01 —TS25. 4. PULL BOXES SHALL BE WSDOT STD. PLAN J- 90.20 -00. 5. ALL ELECTRICAL SERVICES SHALL HAVE REMOTE POLE MOUNTED PHOTOCELL ON LUMINAIRE POLE LOCATED CLOSEST TO CABINET. ILLUMINATION LEGEND: O fl O LUMINAIRE POLE LUMINAIRE JUNCTION BOX TYPE 1, 2, 8 PULL BOX CONDUIT COMBINED ELECTRICAL SERVICE AND BBS CONSTRUCTION NOTE AWIRE NOTE O PSE POWER VAULT O } i u„ ,. ,. 0 ,„ I) w , 0 N--1.1.1 im City of . Tukwila BUILDING DIVISION 0 10 20 40 EVE 13 2011 OTC TE CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 PUBLIC WORKS DEPT_ •ENGINEERING• STREETS* WATER *SEWER •PARKS • BUILDING • Designed Drawn Checked Proj Eng Pro' D'v Field Bk # BY JMGE DXWA KAHA MLF Date 02/10 02/10 02/10 02/10 iDAVID EVANS Q ANOASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL - 1041(003) SOUTHCENTER PARKWAY EXTENSION ILLUMINATION PLAN F v No. Date Revisions 1L02 202 257 File No. TUKAoo i Jahn. awg Scale AS SHOWN Date 02/10 1— cc 2 0 w 0 w w O O + w Z. J U Q 2 T23N,R4E,WM I ■. 32 z w 0 SOUTHCENTER PARKWAY 34 _ —_ ILLUMINATION LEGEND: ®0 01 LUMINAIRE POLE LUMINAIRE JUNCTION BOX TYPE 1, 2, 8 PULL BOX CONDUIT COMBINED ELECTRICAL SERVICE AND BBS O CONSTRUCTION NOTE WIRE NOTE PSE POWER VAULT 35 37 I-00 140 +00 141 +00 142 +00 143 +00 144 +00 I- —I 36 SOUTHCENTER PARKWAY 38 GENERAL NOTES: v� � ° NEC NFPA MAY : 232011 1. FOR CONSTRUCTION NOTES, SEE SHEET 11.09. 2. FOR WIRING, BREAKER, AND LUMINAIRE SCHEDULES, SEE SHEETS IL09 AND IL10. 3. FOR TRAFFIC SIGNAL LAYOUTS, SEE SHEETS TS01 —TS25. 4. PULL BOXES SHALL BE WSDOT STD. PLAN J- 90.20 -00. 5. ALL ELECTRICAL SERVICES SHALL HAVE REMOTE POLE MOUNTED PHOTOCELL ON LUMINAIRE POLE LOCATED CLOSEST TO CABINET. PUBLIC WORKS DEPT_ •ENGINEERING• STREETS• WATER•SEWER•PARKS • BUILDING • By Date Designed JMGE 02/10 Drawn DXWA 02/10 Checked KAHA 02/10 Pro Eng MLF 02/10 Pro Dir Field Bk # DAVID EVANS Q AND ASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Phone: 425.519.6500 City of .Tukwila P BUILDING DIVISION 0 0 20 b FEDERAL AID PROJECT NO. STPUL- 1041(003) SOUTHCENTER PARKWAY EXTENSION ILLUMINATION PLAN EGE MAY 132011 CENTER 11:C,•1111 I CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 No. Date Revisions 1L03 203 257 File No. mn. oco,JI. n03.av0 Scale AS SHOWN J Date 02/10 N m m m r O W SERVICE #3 m0 m= om m� 70 D _ V' -4� 0 0 \Sheeb\TUKAO GENERAL NOTES: 1. FOR CONSTRUCTION NOTES, SEE SHEET IL09. 2. FOR WIRING, BREAKER, AND LUMINAIRE SCHEDULES, SEE SHEETS IL09 AND IL10. 3. FOR TRAFFIC SIGNAL LAYOUTS. SEE SHEETS TSO1 —TS25. 4. PULL BOXES SHALL BE WSDOT STD. PLAN J- 90.20 -00. 5. ALL ELECTRICAL SERVICES SHALL HAVE REMOTE POLE MOUNTED PHOTOCELL ON LUMINAIRE POLE LOCATED CLOSEST TO CABINET. PUBLIC WORKS DEPT. * ENGINEERING* STREETS• WATER *SEWER •PARKS • BUILDING • By Date Designed JMGE 02/10 Drawn DXWA 02/10 Checked KAHA 02110 Pro; Eng MLF 02/10 Pro' Dir Field Bk # ILLUMINATION LEGEND: ® LUMINAIRE POLE LUMINAIRE ® IA 01 JUNCTION BOX TYPE 1, 2, 8 ® PULL BOX CONDUIT COMBINED ELECTRICAL SERVICE AND BBS CONSTRUCTION NOTE 0 AWIRE NOTE PSE POWER VAULT DAVID EVANS ANDASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Phone: 425.519.6500 O O REVIEWED FOh LO - • COMPLIANCE WITh NPPA 70 v NEC w MAY 232011 z , J 2 U +1 City of Tukwila • BUILDING DIVISION P 0 10 20 FEDERAL AID PROJECT NO. STPUL - 1041(003) SOUTHCENTER PARKWAY EXTENSION ILLUMINATION PLAN 40 ECE MI 13 2011 TAR E CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 No. Date Revisions 1L04 204 of 257 Fte No rusaccoui.ssocovv Scale AS SHOWN Date 02/10 dlo 02/22/10 4:18pm - P:\ HTUKA00000001 \0400CAD\ITDWG \Sheets\TUKA0001 ILsh05.dwg O O CD ID d V. J_ F cw W W Z V) J w = w v) 2 O I0 + ~ CD rr- 0 Q� 1- w > Z DO J Q = W LU T 23 N, R 4 E, WM 53 157 +00 158 +00 159 +00 1- +-- -� SOUTHCENTER PARKWAY 161 +00 4 59 162 +00 60 EH- 163 +00 w z W 164 +00 61 SERVICE #4 165 +00 166 SOUTHCENTER PARKWAY GENERAL NOTES: '1 1. FOR CONSTRUCTION NOTES, SEE SHEET IL09. 2. FOR WIRING, BREAKER, AND LUMINAIRE SCHEDULES, SEE SHEETS IL09 AND IL10. 3. FOR TRAFFIC SIGNAL LAYOUTS, SEE SHEETS TS01 —TS25. 4. PULL BOXES SHALL BE WSDOT STD. PLAN J- 90.20 -00. 5. ALL ELECTRICAL SERVICES SHALL HAVE REMOTE POLE MOUNTED PHOTOCELL ON I UMINAIRF POLF LOCATFD CI OSFST TO CARINFT. 62 O cD (13 O + O J Q1 w W Z V) -J w =w 0 Q O C0 I~i • J cn 0 O w Z W _.J =w U W H 0) REVIEWED i-Un COMPLIANCE WITH NFPA70 - NEC MAY 2 3 2011 City of Tukwila BUILDING DIVISION ILLUMINATION LEGEND: 0 ®0 0 0 A LUMINAIRE POLE LUMINAIRE JUNCTION BOX TYPE 1, 2, 8 PULL BOX CONDUIT COMBINED ELECTRICAL SERVICE AND BBS CONSTRUCTION NOTE WIRE NOTE 1410 13 2011 PIT CENTER CALL 48 HOURS BEFORE YOU DIG I I I COMMON GROUND o 10 20 ao ALLIANCE 811 PUBLIC WORKS DEPT_ •ENGINEERING• STREETS• WATER•SEWER •PARKS •BUILDING • Designed Drawn Checked Pro Eng Pro Dir Field Bk # By JMGE DXWA KAMA MLF Date 02/10 02/10 02/10 02/10 DAVID EVANS qc ANDASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL- 1041(003) SOUTHCENTER PARKWAY EXTENSION ILLUMINATION PLAN No. Date Revisions 1 L05 205 of 257 File No. ruKA0001 ILN05.avg Seale AS SHOWN Date 02/10 REVIEWED FOh COMPLIANCE WITh NPPA 70 - NEC MAY 2 3 2011 City of .Tukwila BU: LDING DIVISION 174 +00 176 +00 SOUTHCENTER PARKWAY 177 +00 GENERAL NOTES: 1. FOR CONSTRUCTION NOTES, SEE SHEET IL09. 2. FOR WIRING, BREAKER, AND LUMINAIRE SCHEDULES, SEE SHEETS IL09 AND IL10. 3. FOR TRAFFIC SIGNAL LAYOUTS, SEE SHEETS TS01 —TS25. 4. PULL BOXES SHALL BE WSDOT STD. PLAN J- 90.20 -00. 5. ALL ELECTRICAL SERVICES SHALL HAVE REMOTE POLE MOUNTED PHOTOCELL ON LUMINAIRE POLE LOCATED CLOSEST TO CABINET. ILLUMINATION LEGEND: 0 0 O A u LUMINAIRE POLE LUMINAIRE JUNCTION BOX TYPE 1, 2, 8 PULL BOX CONDUIT COMBINED ELECTRICAL SERVICE AND BBS CONSTRUCTION NOTE WIRE NOTE PSE POWER VAULT P ZJBLIC WORKS DEPT_ * ENGINEERING • STREETS •WATER *SEWER • PARKS * BUILDING • Designed Drawn Checked Proj Eng Proj Dir Field Bk BY JMGE DXWA KA MLF Date 02/10 02/10 02110 02/10 DAVID EVANS AND ASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Phone: 425.519.6500 w ZI JI FEDERAL AID PROJECT NO. STPUL - 1041(003) P ECEE MAY 132011 CENTER 3 1 0 J H w w 2 w 0 in O c0 • N. 1 H w z J U) III MI 2 U 0 10 20 40 SOUTHCENTER PARKWAY EXTENSION ILLUMINATION PLAN P CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 No. Date Revisions IL06 206 257 File No. rurA0oo1 loos erg Scale AS SHOWN Date 02/10 0 21 5 a ( O O t c0 to ~ O �w w LU Z (_ =w U CO CQ G • 1-00 76 T23N,R4E,WM -- -r—•z- 179 +00 180 +00 77 CII- 181 +00 SOUTHCENTER PARKWAY 78 t 79 —O .— O N co u_ W Q J 182 in O w -I Z J m =w Uw I- CO 2 REVIEWED I-Ur COMPLIANCE WITH NPPA 70 - NEC MAY 2 3 2011 City of .Tukwila BUILDING DIVISION B2 GENERAL NOTES: 1. FOR CONSTRUCTION NOTES, SEE SHEET IL09. 2. FOR WIRING, BREAKER, AND LUMINAIRE SCHEDULES, SEE SHEETS IL09 AND IL10. 3. FOR TRAFFIC SIGNAL LAYOUTS, SEE SHEETS TS01 —TS25. 4. PULL BOXES SHALL BE WSDOT STD. PLAN J- 90.20 -00. 5. ALL ELECTRICAL SERVICES SHALL HAVE REMOTE POLE MOUNTED PHOTOCELL ON LUMINAIRE POLE LOCATED CLOSEST TO CABINET. ILLUMINATION LEGEND: LUMINAIRE POLE { r LUMINAIRE ® p 01 JUNCTION BOX TYPE 1, 2, 8 PULL BOX CONDUIT COMBINED ELECTRICAL SERVICE AND BBS CONSTRUCTION NOTE 0 AWIRE NOTE 0 PSE POWER VAULT O O 00 0 r H w > WO Z co J Q = W O w TT 1-00 183 +00 SOUTHCENTER PARKWAY 80 0 1 p4 +00 I I 83 81 0 0 10 20 N 185 +00 ECENE MAY 13 2011 SERVRIIT CENTER CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 PUBLIC WORKS iEPT_ •ENGINEERING•STREETS• WATER•SEWER• PARKS• BUILDING • By Designed Drawn Checked JMGE DXWA KAHA Date 02/10 02/10 02/10 Proj Eng Proj Dir MLF 02/10 Field Bk # DAVID EVANS AND ASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL - 1041(003) SOUTHCENTER PARKWAY EXTENSION ILLUMINATION PLAN No. Date Revisions IL07 207 of 257 File No. TuKAOco1 jL.vo7.a.O Scale AS SHONM Date o2/10 T23N,R4E,WM SEGALE PARK DRIVE C GENERAL NOTES: 1. FOR CONSTRUCTION NOTES, SEE SHEET IL09. 2. FOR WIRING, BREAKER, AND LUMINAIRE SCHEDULES, SEE SHEETS IL09 AND IL10. 3. FOR TRAFFIC SIGNAL LAYOUTS, SEE SHEETS TS01 —TS25. 4. PULL BOXES SHALL BE WSDOT STD. PLAN J- 90.20 -00. 5. ALL ELECTRICAL SERVICES SHALL HAVE REMOTE POLE MOUNTED PHOTOCELL ON LUMINAIRE POLE LOCATED CLOSEST TO CABINET. 00 +9 REVIEWED .FOh COMPLIANCE WITh NFPA 70 - NEC MAY 2 3 2011 City of Tukwila BUILDING DIVISION ILLUMINATION LEGEND: �J® LUMINAIRE POLE { LUMINAIRE ID 4 01 JUNCTION BOX TYPE 1, 2, 8 ® PULL BOX — — CONDUIT ® COMBINED ELECTRICAL SERVICE AND BBS O CONSTRUCTION NOTE AWIRE NOTE I2 PSE POWER VAULT 0 10 20 40 ECEWVED MAY 13 2011 �T CENTER jr -1`\ Ali CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 PUBLIC WORKS DEPT_ •ENGINEERING •STREETS* WATER•SEWER *PARKS *BUILDING * Designed Drawn Checked Pro' Eng Proj Dk By JMGE DXWA KAMA MLF Date 02/10 02/10 02/10 02/10 Field 8k # DAVID EVANS AND ASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL - 1041(003) SOUTHCENTER PARKWAY EXTENSION ILLUMINATION PLAN No. _Date Revisions !LOB 208 f 257 File No. NKA0001_11_N0e.awp Scale AS SHOWN J Date 02/10 LUMINAIRE SCHEDULE EXISTING SERVICE #1 120/240 V NO STATION /OFFSET POLE NUMBER MAST ARM LENGTH (FT) LUMINAIRE HEIGHT (FT) LUMINAIRE WATTAGE CIRCUIT BASE COMMENTS 1 109 +45.00, 43.50' LT 16 40 400 LTG1 N/A ON SIGNAL POLE 2 109 +46.50, 72.50' LT 16 40 400 LTG2 N/A ON SIGNAL POLE 3 110 +46.50, 60.00' LT 400 16 40 400 LTG1 N/A ON SIGNAL POLE 4 110 +58.00, 46.50' RT 400 16 40 400 LTG2 N/A ON SIGNAL POLE 5 112 +00.00, 50.00' LT 400 8 40 400 LTG1 BREAKAWAY ON SIGNAL POLE 6 _ 112 +00.00, 33.00' RT 400 8 40 400 LTG2 BREAKAWAY ON SIGNAL POLE 7 114 +30.00' 34.00' LT 400 8 40 400 LTG1 BREAKAWAY ON SIGNAL POLE 8 114 +30.00, 33.00' RT 400 8 40 400 LTG2 BREAKAWAY ON SIGNAL POLE 9 116 +60.00, 34.00' LT 400 8 40 400 LTG1 BREAKAWAY ON SIGNAL POLE 10 116 +60.00, 33.00' RT 400 8 40 400 LTG2 BREAKAWAY ON SIGNAL POLE 11 118 +45.00, 34.00' LT 400 8 40 400 LTG1 BREAKAWAY ON SIGNAL POLE 12 118 +45.00, 33.00' RT 400 8 40 400 LTG2 BREAKAWAY ON SIGNAL POLE LUMINAIRE SCHEDULE SERVICE #2 120/240 V NO STATION /OFFSET POLE NUMBER MAST ARM LENGTH (FT) LUMINAIRE HEIGHT (FT) LUMINAIRE WATTAGE CIRCUIT BASE COMMENTS 13 120 +75.00, 34.00' LT 8 40 400 2A :REAKAWAY 14 120 +75.00, 33.00' RT 8 40 400 2B :REAKAWAY 15 123 +05.00, 34.00' LT 400 8 40 400 2A :REAKAWAY 16 123 +05.00, 45.00' RT 400 8 40 400 2B :REAKAWAY 17 124 +68.00, 54.00' LT 400 16 40 400 2A N/A ON SIGNAL POLE 18 124 +58.50, 64.00' RT 400 16 40 400 2B N/A ON SIGNAL POLE 19 8 +20.00, 38.00' RT 400 8 40 400 2A :REAKAWAY ON SIGNAL POLE 20 8 +20.00, 35.00' LT 400 8 40 400 2A :REAKAWAY ON SIGNAL POLE 21 125 +91.50, 66.00' LT 400 16 40 400 2A :REAKAWAY ON SIGNAL POLE 22 126 +11.00, 53.00' RT 400 16 40 400 28 N/A ON SIGNAL POLE 23 127 +13.00, 46.25' LT 400 8 40 400 2C :REAKAWAY ON SIGNAL POLE 24 127 +13.00, 44.50' RT 400 12 40 400 28 :REAKAWAY ON SIGNAL POLE 25 129 +00.00, 34.00' LT 400 8 40 400 2C :REAKAWAY 26 129 +00.00, 33.00' RT 8 40 400 2D :REAKAWAY 27 131 +30.00, 33.00' LT 8 40 400 2C :REAKAWAY 28 131 +30.00, 33.00' RT 8 40 400 2D :REAKAWAY 29 133 +60.00, 33.00' LT 8 40 400 2C :REAKAWAY 30 133 +60.00, 33.00' RT 8 40 400 2D :REAKAWAY 31 135 +99.00, 33.00' LT 8 40 400 2C :REAKAWAY 32 135 +99.00, 33.00' RT 8 40 400 2D :REAKAWAY 33 138 +20.00, 33.00' LT 8 40 400 2C :REAKAWAY 34 138 +20.00, 33.00' RT 8 40 400 2D :REAKAWAY REVIEWED FOR COMPLIANCE 7 ECTH NPP MAY 2 3 2011 City of .Tukwila BUILDING DIVISION LUMINAIRE SCHEDULE SERVICE #3 120/240 V NO STATION /OFFSET POLE NUMBER MAST ARM LENGTH (FT) LUMINAIRE HEIGHT (FT) LUMINAIRE WATTAGE CIRCUIT BASE COMMENTS 35 140 +50.00, 33.00' LT 8 40 400 3A 3REAKAWAY 36 140 +50.00, 33.00' RT 8 40 400 3B 3REAKAWAY 37 142 +80.00, 33.00' LT 400 8 40 400 3A 3REAKAWAY 38 142 +80.00. 33.00' RT 400 8 40 400 38 3REAKAWAY 39 145 +10.00, 33.00' LT 400 8 40 400 3A 3REAKAWAY ON SIGNAL POLE 40 145 +10.00, 33.00' RT 400 8 40 400 3B 3REAKAWAY ON SIGNAL POLE 41 147 +40.00, 33.00' LT 400 8 40 400 3A 3REAKAWAY ON SIGNAL POLE 42 147 +40.00, 33.00' RT 400 8 40 400 3B 3REAKAWAY ON SIGNAL POLE 43 148 +73.00. 57.00' LT 400 16 40 400 3A N/A ON SIGNAL POLE 44 148+79.00, 60.00' RT 400 16 40 400 3B N/A ON SIGNAL POLE 45 149 +56.00, 74.50' LT 400 16 40 400 3A N/A ON SIGNAL POLE 46 149 +73.00, 56.00' RT 400 16 40 400 3B N/A ON SIGNAL POLE 47 150 +75.00, 45.00' LT 400 8 40 400 3A BREAKAWAY 48 150 +75.00, 46.50' RT 12 40 400 36 9REAKAWAY 49 152 +75.00, 33.00' LT 8 40 400 3A 9REAKAWAY 50 152 +75.00, 33.00' RT 8 40 400 38 3REAKAWAY LUMINAIRE SCHEDULE SERVICE #4 120/240 V NO STATION /OFFSET POLE NUMBER MAST ARM LENGTH (FT) LUMINAIRE HEIGHT (FT) LUMINAIRE WATTAGE CIRCUIT BASE COMMENTS 51 155 +05.00. 33.00' LT 8 40 400 4A BREAKAWAY 52 155+05.00, 33.00' RT 8 40 400 48 3REAKAWAY 53 157 +35.00, 33.00' LT 400 8 40 400 4A 3REAKAWAY 54 157+35.00, 33.00' RT 400 8 40 400 48 3REAKAWAY 55 158 +97.00, 44.00' LT 400 16 40 400 4A N/A ON SIGNAL POLE 56 159 +12.00, 60.50' RT 400 16 40 400 4B N/A ON SIGNAL POLE 57 159 +87.50, 60.50' LT 400 16 40 400 4A N/A ON SIGNAL POLE 58 160 +03.00, 44.00' RT 400 16 40 400 49 N/A ON SIGNAL POLE 59 162 +00.00, 33.00' LT 400 8 40 400 4A 3REAKAWAY 60 162 +00.00, 33.00' RT 400 8 40 400 4B BREAKAWAY 61 164 +30.00, 33.00' LT 400 8 40 400 4C 3REAKAWAY 62 164 +30.00, 33.00' RT 400 8 40 400 4D 3REAKAWAY 63 166 +60.00, 33.00' LT 400 8 40 400 4C 3REAKAWAY 64 166 +60.00, 33.00' RT 8 40 400 4D 3REAKAWAY 65 168 +78.00, 44.00' LT 8 40 400 4C 3REAKAWAY 66 168 +78.00, 33.00' RT 8 40 400 40 3REAKAWAY 67 169 +89,50, 59.00' LT 16 40 400 4C 3REAKAWAY 68 170 +84.00, 33.00' LT 8 40 400 4C 3REAKAWAY 69 171 +23.50, 40.50' RT 8 40 400 4D 3REAKAWAY 71 172 +39.50, 33.00' RT 8 40 400 4D 3REAKAWAY LUMINAIRE SCHEDULE SERVICE #5 120/240 V NO STATION /OFFSET POLE NUMBER MAST ARM LENGTH (FT) LUMINAIRE HEIGHT (FT) LUMINAIRE WATTAGE CIRCUIT BASE COMMENTS 70 172 +39.50, 33.00' LT 8 40 400 5A 5A pREAKAWAY 3REAKAWAY 72 174 +79.00, 33.00' LT 8 40 400 73 174 +79.00, 33.00' RT 8 40 400 5B 3REAKAWAY 74 177 +00.00, 33.00' LT 8 40 400 5A 3REAKAWAY 75 177 +00.00, 33.00' RT 8 40 400 58 3REAKAWAY 76 179 +30.00, 33.00' LT 8 40 400 5A 3REAKAWAY 77 179+30.00, 33.00' RT 8 40 400 5B 3REAKAWAY 78 181+50.00, 33.00' LT 8 40 400 5A 3REAKAWAY 79 181 +50.00, 45.00' RT 8 40 400 58 3REAKAWAY 80 183 +40.00, 47.00' LT 16 40 400 5A 3REAKAWAY 81 183 +47.00, 78.50' RT 16 40 400 58 N/A ON SIGNAL POLE 82 184 +41.50, 62.00' LT 16 40 400 5A N/A ON SIGNAL POLE 83 184 +49.50. 46.50' RT 16 40 400 58 N/A ON SIGNAL POLE CONSTRUCTION NOTES: ® CONSTRUCT FOUNDATION AND INSTALL 40' STREET LIGHT POLE AND LUMINAIRE PER CITY OF TUKWILA STANDARD DETAIL RS -20 AND LUMINAIRE SCHEDULE. ® REMOVE EXISTING LIGHT STANDARD AND FOUNDATION. BACKFILL. • LUMINAIRE INSTALLED ON SIGNAL POLE. SEE TRAFFIC SIGNAL SHEETS. ® INSTALL COMBINED SERVICE AND BACK UP BATTERY SYSTEM CABINET. SEE CABINET FOUNDATION DETAIL ON SHEET TS10. SEE BREAKER SCHEDULE AND SPECIAL PROVISIONS. O ROUTE CONDUIT INTO EXISTING JUNCTION BOX. MAKE REQUIRED SPLICES PER WIRING SCHEDULE. © REPLACE EXISTING 15 AMP BRANCH BREAKERS ON CIRCUTS LTG #1 AND LTG #2 WITH 20 AMP BRANCH BREAKERS. SEE BREAKER SCHEDULE ON IL10. INTERCEPT CONDUIT AND EXTEND CONDUIT TO NEW JUNCTION BOX. © ADJUST EXISTING JUNCTION BOX TO GRADE. ® CONSTRUCT FOUNDATION AND INSTALL 40' STREET LIGHT POLE AND LUMINAIRE PER CITY OF TUKWILA STANDARD DETAIL RS -20 AND LUMINAIRE SCHEDULE. SEE TRAFFIC SIGNAL SHEETS FOR ADDITIONAL EQUIPMENT ON POLE. t0 INSTALL CONDUIT USING DIRECTIONAL BORING METHOD. 11 UNFUSED POWER CONNECTION. COORDINATE POWER CONNECTION WITH PSE REPRESENTITIVE. 12 REMOVE EXISTING TYPE 2 JUNCTION BOX AND EXTEND CONDUIT INTO PULL BOX. 13 REMOVE EXISTING JUNCTION BOX AND EXTEND CONDUIT INTO NEW JUCTION BOX /PULL BOX. 14 CONDUIT SHALL BE SCHEDULE 80 AND INSTALLED AT THE PROPER DEPTH FOR FUTURE ROADWAY CROSSING. 15 INTERCEPT EXISTING CONDUIT AND INSTALL JUNCTION BOX. THE CONTRACTOR SHALL COORDINATE THE INTEGRATION OF THE S. 200TH ST. ILLUMINATION SYSTEM WITH THE CITY OF TUKWILA TRAFFIC OPERATIONS AND MAINTENCE DEPARTMENT. 16 PROVIDE 75' OF GATOR PATCH LEAD -IN CABLE SLACK IN VAULT FOR SPLICING (SPLICING TO BE DONE BY OTHERS). VERFITY CABLE LENGTHS WITH THE ENGINEER PRIOR TO ORDERING. ECE ED w 13 2011 DENTE CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 PUBLIC WORKS DEPT_ •ENGINEERING•STREETS• WATER•SEWER •PARKS •BUILDING • Designed Drawn Checked Proj Eng Proj Dir By JMGE DXWA KAHA MLF Date 02110 02/10 02/10 02/10 Field Bk # DAVID EVANS ANOASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL - 1041(003) SOUTHCENTER PARKWAY EXTENSION ILLUMINATION DETAILS No. Date Revisions 1L09 209 of s. 257 File No TuKA0001_1Lsh09.6,9 SCale AS SHOWN Date 02110 1 \0400CAD\TT \DWG \Sheets\TUKA0001 ILsh10.dw0 ILLUM. WIRING SCHEDULE - EX. SERVICE #1 A NO CONDUIT SIZE CONDUCTORS CKT COMMENT EXISTING NEW 1 EX. 2" N/A 4 - #6 LTG 1,LTG 2 2A EX. 2" 2 -#8 2B 240 • SEE NOTE BELOW 2 1" 2 -#6 2 -#8 LTG 1 2D 3 NOT USED 2" 3A 2 - #8 2A 4 EX. 2 -2" 2 - #6 2C 120 120 120 FUTURE INTERCONNECT 5 EX. 2" 2 -#8 2A LTG 1 23 6 2" 2 -#8 2 -#8 LTG 1 24 7 EX. 2" 2 - #8 2 - #6 LTG 1 25 1" 2 - #6 LTG 2 2B 8 NOT USED NOT USED PEAK 16.999 CONTINUOUS 9 EX. 2 1/2" 2" 2- #6 LTG 1 • SEE NOTE BELOW 3J 2 - #6 LTG 2 N/A 10 3" 100 2 - #6 LTG 1 15 AMP 2 - #6 2 - #6 LTG 2 30 11 2" 2 - #8 2 - #6 LTG 2 31 12 NOT USED 2 -#8 28 13 2" 2 - #6 LTG 2 14 1" 2 - #8 LTG 2 ILLUM. WIRING SCHEDULE - SERVICE #2 A NO CONDUIT SIZE CONDUCTORS CKT COMMENT EXISTING NEW 20 2" N/A 2 - #8 2A 2A ILLUMINATION A 2 -#8 2B 240 35 2 - #6 2C 2 -#6 3A 2 - #6 2D 2" 21 2" 3A 2 - #8 2A 1" SIGNAL BBS SPARE 2 - #6 2C 120 120 120 22 2" SPARE 2 - #8 2A 120 23 1" GFCI 2 -#8 2A 120 24 2" HEAT STRIP 2 - #8 2B 120 25 1" PHOTOCELL 2 - #8 2B 120 26 NOT USED PEAK 16.999 CONTINUOUS 12.449 27 2" 120 2 - #6 2C 3J 28 1" N/A 2 - #8 2C 100 29 2" 15 AMP 2 - #6 20 .001 30 1" 1 .275 2 - #8 2D 31 2" 2 -#8 28 2 - #6 2D 32 NOT USED ILLUM. WIRING SCHEDULE - SERVICE #3 0 NO CONDUIT SIZE CONDUCTORS CKT COMMENT EXISTING NEW 34 2" N/A 2 - #6 3A 2A ILLUMINATION A 2 -#8 3B 240 35 2" ILLUMINATION 6 ILLUMINATION C 2 -#6 3A 240 240 36 2" ILLUMINATION 0 2 - #8 3A 240 37 1" SIGNAL BBS SPARE 2 - #8 3A 120 120 120 38 2" SPARE 2 -#8 3B 120 39 1" GFCI 2 - #8 3B 120 • SEE SIGNAL PLANS FOR ADDITIONAL CONDUCTORS. ILLUM. WIRING SCHEDULE - SERVICE #4 NO CONDUIT SIZE CONDUCTORS EXISTING NEW CKT COMMENT 40 2" 2 -#8 4A 2-#8 48 2 -#6 2 -#6 4D 41 2" 2 - #8 4A 2-#6 4C 42 2" 2 - #8 4A 43 1" 2 -#8 4A 44 2" 2 - #8 48 45 1" 2-#8 4B 46 2" 2 -#8 4B 2 - #6 47 2" 2-#6 4D 48 1" 2 -#8 4D 49 2" 2 -#8 4A 2 - #6 4C 50 2" 2 -#6 4C 51 1" 2-#8 4C ILLUM. WIRING SCHEDULE - SERVICE #5 A NO CONDUIT SIZE CONDUCTORS EXISTING NEW CK T COMMENT 52 53 2" 2" 2 - #6 5A 2 -#8 2 - #6 5B 5A 54 NOT USED 55 2" 2-#6 5A 56 1" 2 -#8 5A 57 2" 2 - #8 5B 58 1" 2 - #8 5B WIRING SCHEDULE - GENERAL NO CONDUIT SIZE CONDUCTORS EXISTING NEW CK T COMMENT 60 3" 3 - #2/0 UNFUSED POWER 61 2" SPARE / EMPTY 62 2 -3" FUTURE INTERCONNECT 63 1 -3" 1- 72SMFO MAINUNE FIBER •• 1 -3" 64 1 -2" 1 -6CT GATER PATCH LEAD -IN CABLE 1 -2" 65 EX. 2" 1- 72SMFO MAINLINE FIBER •• FIBER OPTIC CABLE SHALL BE CONTINUOUS WITH NO SPLICES FROM 5. 180TH ST. TO S. 200TH ST. EVERY PULL BOX SHALL CONTAIN 150' OF SLACK CABLE NEATLY STORED AND LABELED. BREAKER SCHEDULE EXISTING SERVICE #1 120/240 V CIRCUIT DESCRIPTION BREAKER RATING CONTRACTOR RATING VOLTAGE LOAD (KVA) MAIN 100 AMP N/A 240 X LTG 1 ILLUMINATION A 20 AMP 30 AMP 240 3.024 LTG 2 ILLUMINATION B 20 AMP 30 AMP 240 3.024 LTG 3 SPARE 15 AMP N/A 240 0.000 SIGNAL SIGNAL 50 AMP N/A 120 2.610 CONTROL CONTROL 15 AMP N/A 120 0.240 GFCI GFCI 20 AMP N/A 120 1.800 PEAK T0.698 CONTINUOUS 7.098 BREAKER SCHEDULE SERVICE #2 COMBINED ELECTRICAL SERVICE AND BBS 120/240 V CIRCUIT DESCRIPTION BREAKER RATING CONTRACTOR RATING VOLTAGE LOAD (KVA) - -- MAIN 200 AMP N/A 240 X 2A ILLUMINATION A 20 AMP 30 AMP 240 3.024 2B 2C ILLUMINATION 6 ILLUMINATION C 20 AMP 20 AMP 30 AMP 30 AMP 240 240 2.520 3.024 2D ILLUMINATION 0 20 AMP 30 AMP 240 2.520 2E 2F 2G SIGNAL BBS SPARE 30 AMP 15 AMP 20 AMP N/A N/A N/A 120 120 120 3.060 0.950 0.000 2H SPARE 20 AMP N/A 120 0.000 21 GFCI 20 AMP N/A 120 1.800 2J HEAT STRIP 15 AMP N/A 120 0.100 2K PHOTOCELL 15 AMP N/A 120 0,001 BUSSWORK SHALL BE RATED AT 250 AMP MINIMUM PEAK 16.999 CONTINUOUS 12.449 BREAKER SCHEDULE SERVICE #3 COMBINED ELECTRICAL SERVICE AND BBS 120/240 V CIRCUIT DESCRIPTION BREAKER RATING CONTRACTOR RATING VOLTAGE LOAD (KVA) - -- MAIN 200 AMP N/A 240 X 3A ILLUMINATION A 30 AMP 30 AMP 240 4.032 38 ILLUMINATION B 30 AMP 30 AMP 240 4.032 3C SPARE 30 AMP N/A 240 0.000 3D SPARE 30 AMP N/A 240 0.00 3E SIGNAL 30 AMP N/A 120 3.060 3F BBS 15 AMP N/A 120 0.950 r 950 Nit 3G IRRIGATION 20 AMP N/A 120 4H 3 3H SPARE 20 AMP N/A 120 GFCI 008 31 GFCI 20 AMP N/A 120 1 800 lilf 3J HEAT STRIP 15 AMP N/A 120 N/A 100 3K PHOTOCELL 15 AMP N/A 120 .001 BUSSWORK SHALL BE RATED AT 250 AMP MINIMUM PEAK 1 .275 CONTINUOUS 425 PUBLIC WORKS DEPT. *ENGINEERING *STREETS *WATER• SEWER* PARKS • BUILDING • Date Designed JMGE 02/10 Drawn DXWA 02/10 Checked KAHA 02/10 Proj Eng MLF 02110 Proj Dir Field Bk # DAVID EVANS AND ASSOCIATES INc. 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Phone: 425.519.6500 BREAKER SCHEDULE SERVICE #4 COMBINED ELECTRICAL SERVICE AND BBS 120/240 V CIRCUIT DESCRIPTION BREAKER RATING CONTRACTOR RATING VOLTAGE LOAD (KVA) - -- MAIN 200 AMP N/A 240 X 4A ILLUMINATION A 20 AMP 30 AMP 240 2.520 4B ILLUMINATION B 20 AMP 30 AMP 240 2.520 40 ILLUMINATION C 20 AMP 30 AMP 240 2.520 4D ILLUMINATION D 20 AMP 30 AMP 240 2.520 4E SIGNAL 30 AMP N/A 120 3.060 4F BBS 15 AMP N/A 120 0.950 4G SPARE 20 AMP N/A 120 0.000 4H SPARE 20 AMP N/A 120 0.000 41 GFCI 20 AMP N/A 120 1.800 4J HEAT STRIP 15 AMP N/A 120 0.100 4K PHOTOCELL 15 AMP N/A 120 0.001 BUSSWORK SHALL BE RATED AT 250 AMP MINIMUM PEAK 15.991 CONTINUOUS 11.441 BREAKER SCHEDULE SERVICE #5 COMBINED ELECTRICAL SERVICE AND BBS 120/240 V CIRCUIT DESCRIPTION BREAKER RATING CONTRACTOR RATING VOLTAGE LOAD (KVA) - -- MAIN 200 AMP N/A 240 X 5A ILLUMINATION A 30 AMP 30 AMP 240 3.528 5B ILLUMINATION B 20 AMP 30 AMP 240 3.024 5C SPARE 30 AMP N/A 240 0.000 5D SPARE 30 AMP N/A 240 0.000 5E SIGNAL 30 AMP N/A 120 2.940 5F BBS 15 AMP N/A 120 0.950 5G SPARE 20 AMP N/A 120 0.000 5H 51 SPARE GFCI 20 AMP 20 AMP N/A N/A 120 120 0.000 1.800 5J HEAT STRIP 15 AMP N/A 120 0.100 5K PHOTOCELL 15 AMP N/A 120 0.001 BUSSWORK SHALL BE RATED AT 250 AMP MINIMUM PEAK 12.343 CONTINUOUS 7.793 GENERAL NOTES: 1. ALL NEW PVC CONDUITS CONTAINING CONDUCTORS SHALL HAVE A GROUND WIRE. GROUND WIRE SIZE SHALL BE THE LARGEST CONDUCTOR. 2. SPARE /EMPTY CONDUIT SHALL CONTAIN BULL -LINE TAPE. ,VIEWED f Oh0LEXCEPTIUNDE L PLIANCE WIii,DUIT SHALL PPA 70 - NEC � j� MAY 2 3 2011 City of - Tukwila FEDERAL AID P - 1 t1 & Ci SOUTHCENTER PARKWAY EXTENSION MAY 132011 PERMIT CENTER CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 ILLUMINATION DETAILS No. Date Revisions IL1O 210 of 257 File No. TUKA0001 4.M10.awg Scale AS SHOWN Date 02/10 1 DESIGN DATA TUKWILA PUMP STATION No.11 ADDRESS TYPE PUMP TYPE NUMBER OF PUMPS MANUFACTURER / MODEL NUMBER PUMPING CAPACITY (EACH) ESTIMATED TOTAL HEAD (TH) PUMP HP (EACH) LEVEL CONTROL TYPE WET WELL WET WELL VOLUME PER FOOT COLLECTION SYSTEM STORAGE VOLUME UPSTREAM FROM PUMP STATION OVERFLOW POINT AVERAGE TIME TO OVERFLOW AUXILIARY POWER TYPE TRANSFER SWITCH PUDGET SOUND ACCOUNT NUMBER ELECTRIC METER NUMBER ALARM TELEMETRY TYPE EPA RELIABILITY CLASS SOUTHCENTER PARKWAY SUBMERSIBLE NON —CLOG SUBMERSIBLE 3 ITT FLYGT NP3127 -421 1,150 GPM 25 —FEET 10 —HP PRESSURE TRANSDUCER 12 —FEET DIAMETER 846 GALS /FT. 9070 CUBIC FEET (67,852 GALS.) 18" BY —PASS SAN. SEWER AT EL. 22.00 64 MINUTES 0 0 =1050 GPM (INITIAL) 32 MINUTES 0 0 =2100 GPM (FUTURE) ON —SITE 50 kW STANDBY GENERATOR SET AUTOMATIC XX XX RADIO TELEMETRY I FORCE MAIN LENGTH NOMINAL DIAMETER MATERIAL PROFILE DISCHARGE MH LOCATION AIR RELEASE VALVE FLOW METER 125 —FEET 10 —INCH DUCTILE IRON PIPE (DIP) CL.52 DESCENDING DOWN TO DISCHARGE MANHOLE, 1.E.=18.81 MH IN SOUTHCENTER PARKWAY — STA. 141 +82 ONE IN VALVE VAULT 10" ROSEMOUNT MODEL 8705TSR100C1W3NOG1 MAGNETIC FLOW METER VALVES SUCTION VALVES DISCHARGE VALVES N/A 8 —INCH SWING CHECK & 8 —INCH PLUG VALVE INFLUENT EST. PEAK WET WEATHER INFLUENT FLOW INITIAL DEVELOPMENT 1,050 GPM FUTURE DEVELOPMENT 2,100 GPM PUMP SEQUENCE 22.00 1 1.50 10.00 9.00 6.75 OVERFLOW POINT (BY —PASS) ELEVATION HIGH WATER ALARM LAG PUMP "ON" LEAD PUMP "ON" BOTH PUMPS "OFF" TOTAL HEAD IN FEET 80 SYSTEM CURVE -r r-r 1 --7 I-7 F7 F7 F7 F-7 F7 F7 F7 FBI- r7 ,D _ L J _ L J _ � _ � SYSTEM CURVE BASED ON MODEL NP3127 10SHp — 1- T - I- 1 - I- 125 FT. 10" DIP FORCE MA N 42 I IMP., 1735 RPM 65— I I i I L— }— f-- + —►— —�— —I I I -I I 1 1 1 1 1- L1_ 1 L1 1 1 1 1 1 1 _1 I _I I 1 I I 1 I I I __ 7 r l r-- --r � 1 -1 r� 55 --f —f— 1 1 1 1 1 -F--I - LJ_LJ_4__ _ 1 1 1 1 J L 1 I I I I 1 35 — —1 - 1 - r - I —PUMP 25 —--- t —� —L I I I I 1 1 DESIGN POINT 1150 15 _ GPM AT 25 FEET 60 50 45 40 - 7 I_ _ L C= 120 1 1 I 1 1 T 7 1 2000 GPM AT 30 FEET 1 1 1 1 1 1- 1 1- I I I I 30 2I PUMPS 4 L I- —I J_L 1_ 1 11 EACH PUMP 1000 I J —L Fl 1 I I I GPM ®30 FEET I I _I F7 7 F Jrt -1-1 r—{I II- I fit • - - - — I-- —t - - I— —1-- - ____L___ -- _. ___ 1- 4 ___ I-- fi ___ i___4 ___ I- ___ 1__-4 ___ 1---t r__ _1 0 1 I I L 1 I I 1 I 1 I 1 I I I 1 I 1 I I I 1 1 I I 0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 FLOW IN GALLONS PER MINUTE TOTAL VOLUME IN GALLONS 2200 2000 1800 1600 1400 1200 1000 800 600 400 200 0 6 75 7.00 0 10 VOLUME OF WET WELL r- —I — r —I — r- —1— —11— -I- — — —1— —1 - -I - (PUMP I L r-1 -rH (pumps "oFn "ON ") 7.25 7.50 7'75 8.00 8'25 8.50 8'75 9.00 9.25 (ELEVATION) 20 30 40 50 60 70 80 90 100 (PERCENT) PERCENT FULL / ELEVATION IN FEET REVIEWED FOh COMPLIANCE WITh NFPA70 -NEC MAY 2 3 2011 City of Tukwila BUILDING DIVISION RECEIVE`` MAY 132011 PERMIT CENTER CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 PUBLIC WORKS DEPT_ • ENGINEERING * STREETS* WATER • SEWER * PARKS* BUILDING * Designed Drawn Chedced paw BY JAG Boa ses liF Date 02/10 02/10 02/10 02/10 Pmj D'v Fleld 8k # DAVID EVANS AND ASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL- 1041(003) SOUTHCENTER PARKWAY EXTENSION PUMP STATION NO. 11 DESIGN DATA AND SYSTEM CURVE No. Date_ Revlsbns uco1 140 257 He No. neuo001 uco1 aq Scale N/A Date 02/10 I cuT . CUT— FENCE / EDGE OF A.C. PAVEMENT / N 161452.53 / E 1286019.67 / 5 5 5 9' SIDEWALK VAULT N 161444.88 E 1286042.90 FLOW METER VAULT • FENCE / EDGE OF A.C. PAVEMENT N 161446.11 E 1286056.72 EDGE OF A.C. PAVEMENT (TYP.) C/L WET WELL N 161427.71 E 1286028.72 C/L 1 NFLUENT MH N 161413.92 E 1286026.33 CONC. PAD FOR HOT BOX W/ RPBFP N 161420.90 E 1286047.12 RAD. PT. N 161406.97 E 1286062.11 BUILDING N 161407.81 E 1286029.85 10' x 10' CONTROL BUILDING 142+26.70, DRIVEWAY SEE SHEET PPO8 GENERATOR ENCLOSURE CONC. PAD FOR GENERATOR ENCLOSURE N 161389.52 E 1286010.44 FENCE / EDGE OF A.C. PAVEMENT N 161386.87 E 1286008.30 108 lfp 1110 FENCE / EDGE OF_ A.C. PAVEMENT N 161380.44 E 1286045.38 1110 1118 PROP. R/W / / / 4 BY PUBLIC WORKS DEPT_ *ENGINEERING* STREETS * WATER•SEWER •PARKS • BUILDING * Date 02/10 02/10 02110 DAVID EVANS AND ASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL- 1041(0«3) SOUTHCENTER PARKWAY EXTENSION PUMP STATION NO. 11 LAYOUT PLAN REVIEWED .FOH OMPLIANCE WITH NFPA70 -NEC MAY 2 3 2011 City of Tukwila UILDING DIVISION ECE VED MAY 13 2011 P riCENTER • r_; r• CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 No. Date Revisions • UCO2 141 5 • 257 File No. naceasi_uca2rw S�I0 AS SHOWN Date 02/10 j /CHAIN UNK FENCE, SEE DETAIL i CUT FOR MECHANICAL PLAN & SECTION, SEE SHEETS UMO1 —UM04 4 FOR ELECTRICAL SITE PLAN, SEE SHEET UE01 CUT cuT 2:1 BEGIN FORCE MAIN I.E. 25.96 4 • 9' SIDEWALK F.S. 31.20 F.S. 31.60 F.S. 31.50 ;F.S. 31.38 "` 10" DIP FM L =67.4 LF. S =10.61 % STA. 141 +82. 12' LT. SSMH #26 RIM =31.26 \ 18" IN I.E. 21.69 (5) w/ WATERMAN FLAP GATE \ 10" IN I.E. 18.81 (W) 20" OUT I.E. 18.71 (N) REMOVABLE BOLLARDS. J (TY ) SEE DETAIL riilty +i ,,111 2:1 g F.S. 31.70 I a F.S. 31.75 I g IF.S. 31 84 g 2:1 a F.S. 31.90 g F.S. . 31.95 / / 7/ IRR. METER + + 1 ++ + 1 + +� + 4" A.C. PAVEMENT/ 8" ((CRUSHED + + GEOTKE)11LE F ABR(C + ' + f + ' + . F.S. 31.42 r + 4- + F.S. 31.21 Q STA. 142 +13, 12' LT. SSMH #27 INFLUENT 20" DIP, CL. 50 SAN. L =86.5 LF., S= 2.58% RIM =30.96 20" IN I.E. 9.35 (S) 18" OUT I.E. 22.00 (N) 20" OUT I.E. 9.25 (W) REVIEWED F'Vr1, COMPLIANCE WITH NFPA 70 - NEC 2i " YARD 1HYDRANT, "SEE_ DETAIL STRUCTURAL SHEETS PUMP DISCONNECT PANEL, SEE ELECTRICAL 10' x 10' 2 CONTROL BUILDING F.F. 31.87 GENERATOR ENCLOSURE 142 +26.70, DRIVEWAY SEE SHEET PPO8 CONC. PAD FOR GENERATOR + + + + + + + + + + + + + + + 4 F.S. 31.40 FOR 20" SAN. SEWER, 18" SAN. SEWER BY —PASS, SEE SHEETS UT13 AND UT14 FOR 36" STORM DRAIN, SEE SHEETS PPO7 AND PPO8 lro CMU SCREEN, SEE STRUCTURAL SHEETS IRO 4" A.C. PAVEMENT/ 8" CRUSHED ROCK 2:1 (W-0") W/ 1.119 GEOTEXT1LE FABRIC F.S. 31.55 LANDSCAPING AREA, SEE SHEETS LP03 AND IR03 1' MAY 23 2011 City of Tukwila ILDING DIVISION P ECEIVED MAY 13 2011 if CENTER CALL 48 HOURS BEFORE YOU DIG COMMON LIANNCEUND 811 P ZJBLIC' WORKS DEPT_ * ENGINEERING * STREETS *WATER • SEWER* PARKS* BUILDING • Designed Drawn Checked PEng By JAG SBS ULF Dais 02/10 o /to 02110 02110 Prol Dit Field Bk # DAVID EVANS qc C ANDASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL- 1041(003) SOUTHCENTER PARKWAY EXTENSION PUMP STATION NO. 11 SITE PLAN No _Date Revisions FORCE MAIN TO O DISCHARGE MANHOLE, SEE SHEET UCO3 FOR CONTINUATION (FLG. x P.E.) HINGE 0 BEGIN FORCE MAIN DO NOT DRIVE ON VAULT (TYP.) c631[11-__ • 2% MIN. REMOVABLE BOLLARDS (TYP. OF 4), SEE DETAILW 0 45' ELBOW I.E. 22.95 1! 11. -0- 18" THICK CONC. C/L TOP SLAB, FOR WET WELL REINFORCING SEE SHEET US07 14' -0" 39 8" FLANGED COUPLING ADAPTER W/ RESTRAINT JOINTS O 3" "ZURN" FLOOR DRAIN MODEL NO. Z -730 —V W/ BACKWATER VALVE 41 4' -10" x 4' -10" PRE —CAST CONCRETE VAULT (FULL THICKNESS WALL) e, STANDARD DEFORMED STEEL REINFORCED POLYPROPYLENE PLASTIC STEPS (LANE MODEL NO. P- 13938) SEE SHEET UCO3 FOR CONTINUATION REVIEWED FOr, COMPLIANCE �NEC NPPA MAY 2 3 2011 City of Tukwila BUILDING DIVISION • 90' ELBOW CA PUMPS — mot10 "H r 2" W 12' DIA. PRE —CAST WET WELL, ASTM C -478 ,p„ - "Il 11. l a t, ,l'.illllllllllliil!.II'. IIIIIIIIIIIIIIIIIIIIIIIIII !II!II!II!IIIIIIIIIIIIIH t . t IMILIIIIIIIIII1111111111111111111111II. ilIIIIIuIU11 1I ` "I11111111111112/ 1111 HOIST MOUNT SLEEVE ( "UCL ADVANCED HOIST SYSTEM" OR EQUAL) 20" CANAL SUDE GATE, FLANGED FRAME (NORMALLY OPEN) 1- z z 3i W W/ YARD & — POST HYDRANT AND f HOSE BIB, SEE DETAILS SHEET UDO1 Il J REMOVABLE BOLLARDS (TYP. OF 4).SEE DETAIL 6' -0" SQ. © I 12" THICK CONC. TOP SLAB, SEE DETAIL • •� !011111 11111 11111!1► 11101101111111111111111111111 11 11111 3 Ili! lliii11111111111iil Iliili''''11111 �•• . I !llitll111111111111111 110ihi. III!I'!'.;i'j al ii11IIllt 11111111111 11111111.1i111,1 Ilium ill! .11 �!� PUMP NO 1 (FLG. x P.E.) 6 LF. 11111 I 11111111111" Ill !iilil!11111 ll ,. �,t11!Ilf __ IIIII I a:=111111111111!iiIlllli1d1111 IIIII ' W 111111111111111111111111 11111IIllllllllltl'. 4011111 1111 °r.v11111111111111 PU 1!11111111111 1111111111111 III .) 101 111111= limn 'H11111111 1111111111 011111!!11.' 11!I1 1111111!111'''' a • �r 3' -11" SAND COATED BELL W/ RUBBER GASKET JOINT OR USE FLEXIBLE JOINT INFLUENT MANHOLE I.E. 7.02 IN I.E. 6.92 OUT 14' -2' SQ. TOP SLAB 304L SST CABLE HOLDER "FLYGT" MODEL NO. 639 07 00 W/ (5) HOOKS, (TYP. OF 3) 2 HOOKS, SEE DETAIL (FOR FLOAT SWITCH AND STILLING WELL, SEE SHEET UE04) HOIST MOUNT SLEEVE (°UCL ADVANCED HOIST SYSTEM' OR EQUAL) 1y'ITTIrT� 13"I�I��1��T�1t -711'1 It'Itl �t I 11111111111111 111111111111111 11111111111111111111111111111 WET WELL, VALVE VAULT AND METER VAULT PLAN SCALE: 1/2• : Y -0• 20 °x12" FIBERCRETE CABLE TRENCH (3 PUMP DISCONNECT CABLES & LEVEL CONTROLS), SEE ELECTRICAL PLANS AND SHEET UM06 42" x 20" PUMP DISCONNECT PANEL, SEE ELECTRICAL PLANS CONTROL BUILDING, SEE SHEET UCO3 & STRUCTURAL SHEETS LEGEND OF VALVES AND FITTINGS O7 10' D.I.P., CL 52 O 10' x 8" WYE (FLG.) O 10" D.I.P. SPOOL (FLG.), 7)4" LONG 0 10" MAGNETIC FLOW METER — 'ROSEMOUNT" MODEL B705TSR100C1W3NOG1 (PROVIDE 10" FLG. SPOOL TO REPLACE METER) OS 10' D.I.P. LONG PATTERN FLX. COUPUNG W/ RESTRAINED JOINTS Oe 10" FLGANGED COUPLING ADAPTER W/ RESTRAINED JOINTS 0 8" PLUG VALVE (FULL PORT) W/ HANDWHEEL (FLG.) O 8" 90' LONG RAD. ELBOW (FLG.) O 8" D.I.P. LONG PATTERN FLX. COUPLING W/ RESTRAINED JOINTS 10 8" D.I.P., CL. 53 11 8" 45' ELBOW (FLG.) 12 8" D.I.P., CL 52 (FLG. x PE.) 13 B" CHECK VALVE (FLG.) 14 8" SUBMERSIBLE SEWAGE PUMP "FLYGT" MODEL NO. NP -3127, 421 LT IMPELLER W/ MIX — FLUSH, 10 H.P. MOTOR, 1735 R.P.M. 15 WET WELL HATCH COVER (3x) PER "FLYGT" MODEL "FLET— HD- 42x98SH" W/ SLAM LOCKS AND SAFE HATCH SYSTEM OR APPROVED EQUAL 16 16' -11" x 9' -1" PRE —CAST CONCRETE VAULT (FULL THICKNESS WALL) 17 "L.W. PRODUCTS" NO. HS -3A ALUMINUM 36° SQ. ACCESS HATCH W/ DRAIN CHANNEL SPRING ASSISTED DOOR, SINGLE LEAF UNK SEAL AND GROUT FILL "STANTON" PIPE SUPPORT ( "ANVIL" FIG. 264) 2" SEWAGE COMBINATION AIR VALVE, "VENT-0—MAT", TYPE 2 MODEL NO. 050— RGX1021 (75 psi) ANGLE CONNECTION, SEE DETAIL INTERMEDIATE GUIDE BAR BRACKET 2" GUIDE RAIL, SCHEDULE 40 SS PIPE (2 314" ANCHOR BOLT (4), SEE DETAIL PRESSURE GAUGE ASSEMBLY, SEE DETAIL 4° PVC, SCH. 40 DRAIN LINE 3° PVC, SCH. 40 DRAIN UNE 4" "ZURN" FLOOR DRAIN MODEL NO. Z -730 —V W/ BACKWATER VALVE "LW. PRODUCTS" NO. HS -38 ALUMINUM 36" x 42" ACCESS HATCH W/ DRAIN CHANNEL, SPRING ASSISTED DOOR, SINGLE LEAF (INFLUENT MANHOLE) WALLMOUNT LADDER W/ 2" FLAT BAR TREADS AND SIDE RAILS W/ OWNER SUPPUED LADDER —UP ATTACHMENT 18 19 20 21 22 23 24 25 26 27 28 29 30 31 a 33 34 35 36 37 38 PER PUMP) "ANVIL' PIPE SUPPORT, SEE DETAIL 1)¢" PVC, SCH. 40 PIPE (ACCESS HATCH DRAIN) 2" PVC, SCH. 40 (AIR VALVE VENT) 2" SST ISOLATION VALVE AT AIR VALVE "L.W. PRODUCTS' NO. HD -1E 36" x 96" ALUMINUM ACCESS HATCH W/ DRAIN CHANNEL SPRING ASSISTED DOOR (VALVE VAULT) 20" D.I.P., CL 50 (FLG. x P.E.) 60 "0 FLAT TOP MANHOLE — ASTM -478, SEE DETAIL MAINTENANCE PLATFORM, SEE DETAILS ON SHEET US08 ECE ED MAY 13 2011 IT CENTEI CALL 48 HOURS BEFORE YOU DIG COMMON LLL ANNCE GROUND 811 PUBLIC' WORKS DEPT_ •ENGINEERING • STREETS •WATER •SEWER • PARKS • BUILDING • Designed Drain Cneaoed Pral Er19 PrdDk By JAG EKB SSG tAF Date 02110 02/10 02/10 02/10 Field 8k DAVID EVANS AND ASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL- 1041(003) SOUTHCENTER PARKWAY EXTENSION PUMP STATION NO. 11 WET WELL & VAULT PLAN AND NOTES No. Date Revisions LIMO 1 143 257 0 F 6' -5" • 9" I PIPE CLAMP "ANVIL" FIG. 103 OR APPROVED • l EQUAL ® L; iii 'C)' 1 DO NOT DRIVE T VAULg . ® iw \ . = $' / 1' II I. O (TYP. 3) I. L lip © .: (TYP. 3) I ` \� ' 0 (TYP. N. — . HINGE %; lire N1 III 3)0 I I • I 1 I/ II111 't CA PUMP NO. 2 CA WET WELL CA VALVE VAULT L.— / II III (TYp. 2) • - © —_ ' ' '' ®1 / `` • v %� I 1 ® Ili III /.1j', }II in MI Q ' �i;•.JII III ■■ ®; Y 11) .:(TYP. 7) (TYP. 3) \• II 6/ 1'.11 11 III I BLIND FLANGE -- /I /_ II '111 \Ilir . HINGE r'� \ j 1 (T� 3) - - - , ,3 J /; Z / x 32 \ `� i _ (TYP.)$ ' VALVE VAULT IV J 1 2 REMOVABLE BOLLARDS (TYP. OF 4), SEE DETAILW 0 45' ELBOW I.E. 22.95 1! 11. -0- 18" THICK CONC. C/L TOP SLAB, FOR WET WELL REINFORCING SEE SHEET US07 14' -0" 39 8" FLANGED COUPLING ADAPTER W/ RESTRAINT JOINTS O 3" "ZURN" FLOOR DRAIN MODEL NO. Z -730 —V W/ BACKWATER VALVE 41 4' -10" x 4' -10" PRE —CAST CONCRETE VAULT (FULL THICKNESS WALL) e, STANDARD DEFORMED STEEL REINFORCED POLYPROPYLENE PLASTIC STEPS (LANE MODEL NO. P- 13938) SEE SHEET UCO3 FOR CONTINUATION REVIEWED FOr, COMPLIANCE �NEC NPPA MAY 2 3 2011 City of Tukwila BUILDING DIVISION • 90' ELBOW CA PUMPS — mot10 "H r 2" W 12' DIA. PRE —CAST WET WELL, ASTM C -478 ,p„ - "Il 11. l a t, ,l'.illllllllllliil!.II'. IIIIIIIIIIIIIIIIIIIIIIIIII !II!II!II!IIIIIIIIIIIIIH t . t IMILIIIIIIIIII1111111111111111111111II. ilIIIIIuIU11 1I ` "I11111111111112/ 1111 HOIST MOUNT SLEEVE ( "UCL ADVANCED HOIST SYSTEM" OR EQUAL) 20" CANAL SUDE GATE, FLANGED FRAME (NORMALLY OPEN) 1- z z 3i W W/ YARD & — POST HYDRANT AND f HOSE BIB, SEE DETAILS SHEET UDO1 Il J REMOVABLE BOLLARDS (TYP. OF 4).SEE DETAIL 6' -0" SQ. © I 12" THICK CONC. TOP SLAB, SEE DETAIL • •� !011111 11111 11111!1► 11101101111111111111111111111 11 11111 3 Ili! lliii11111111111iil Iliili''''11111 �•• . I !llitll111111111111111 110ihi. III!I'!'.;i'j al ii11IIllt 11111111111 11111111.1i111,1 Ilium ill! .11 �!� PUMP NO 1 (FLG. x P.E.) 6 LF. 11111 I 11111111111" Ill !iilil!11111 ll ,. �,t11!Ilf __ IIIII I a:=111111111111!iiIlllli1d1111 IIIII ' W 111111111111111111111111 11111IIllllllllltl'. 4011111 1111 °r.v11111111111111 PU 1!11111111111 1111111111111 III .) 101 111111= limn 'H11111111 1111111111 011111!!11.' 11!I1 1111111!111'''' a • �r 3' -11" SAND COATED BELL W/ RUBBER GASKET JOINT OR USE FLEXIBLE JOINT INFLUENT MANHOLE I.E. 7.02 IN I.E. 6.92 OUT 14' -2' SQ. TOP SLAB 304L SST CABLE HOLDER "FLYGT" MODEL NO. 639 07 00 W/ (5) HOOKS, (TYP. OF 3) 2 HOOKS, SEE DETAIL (FOR FLOAT SWITCH AND STILLING WELL, SEE SHEET UE04) HOIST MOUNT SLEEVE (°UCL ADVANCED HOIST SYSTEM' OR EQUAL) 1y'ITTIrT� 13"I�I��1��T�1t -711'1 It'Itl �t I 11111111111111 111111111111111 11111111111111111111111111111 WET WELL, VALVE VAULT AND METER VAULT PLAN SCALE: 1/2• : Y -0• 20 °x12" FIBERCRETE CABLE TRENCH (3 PUMP DISCONNECT CABLES & LEVEL CONTROLS), SEE ELECTRICAL PLANS AND SHEET UM06 42" x 20" PUMP DISCONNECT PANEL, SEE ELECTRICAL PLANS CONTROL BUILDING, SEE SHEET UCO3 & STRUCTURAL SHEETS LEGEND OF VALVES AND FITTINGS O7 10' D.I.P., CL 52 O 10' x 8" WYE (FLG.) O 10" D.I.P. SPOOL (FLG.), 7)4" LONG 0 10" MAGNETIC FLOW METER — 'ROSEMOUNT" MODEL B705TSR100C1W3NOG1 (PROVIDE 10" FLG. SPOOL TO REPLACE METER) OS 10' D.I.P. LONG PATTERN FLX. COUPUNG W/ RESTRAINED JOINTS Oe 10" FLGANGED COUPLING ADAPTER W/ RESTRAINED JOINTS 0 8" PLUG VALVE (FULL PORT) W/ HANDWHEEL (FLG.) O 8" 90' LONG RAD. ELBOW (FLG.) O 8" D.I.P. LONG PATTERN FLX. COUPLING W/ RESTRAINED JOINTS 10 8" D.I.P., CL. 53 11 8" 45' ELBOW (FLG.) 12 8" D.I.P., CL 52 (FLG. x PE.) 13 B" CHECK VALVE (FLG.) 14 8" SUBMERSIBLE SEWAGE PUMP "FLYGT" MODEL NO. NP -3127, 421 LT IMPELLER W/ MIX — FLUSH, 10 H.P. MOTOR, 1735 R.P.M. 15 WET WELL HATCH COVER (3x) PER "FLYGT" MODEL "FLET— HD- 42x98SH" W/ SLAM LOCKS AND SAFE HATCH SYSTEM OR APPROVED EQUAL 16 16' -11" x 9' -1" PRE —CAST CONCRETE VAULT (FULL THICKNESS WALL) 17 "L.W. PRODUCTS" NO. HS -3A ALUMINUM 36° SQ. ACCESS HATCH W/ DRAIN CHANNEL SPRING ASSISTED DOOR, SINGLE LEAF UNK SEAL AND GROUT FILL "STANTON" PIPE SUPPORT ( "ANVIL" FIG. 264) 2" SEWAGE COMBINATION AIR VALVE, "VENT-0—MAT", TYPE 2 MODEL NO. 050— RGX1021 (75 psi) ANGLE CONNECTION, SEE DETAIL INTERMEDIATE GUIDE BAR BRACKET 2" GUIDE RAIL, SCHEDULE 40 SS PIPE (2 314" ANCHOR BOLT (4), SEE DETAIL PRESSURE GAUGE ASSEMBLY, SEE DETAIL 4° PVC, SCH. 40 DRAIN LINE 3° PVC, SCH. 40 DRAIN UNE 4" "ZURN" FLOOR DRAIN MODEL NO. Z -730 —V W/ BACKWATER VALVE "LW. PRODUCTS" NO. HS -38 ALUMINUM 36" x 42" ACCESS HATCH W/ DRAIN CHANNEL, SPRING ASSISTED DOOR, SINGLE LEAF (INFLUENT MANHOLE) WALLMOUNT LADDER W/ 2" FLAT BAR TREADS AND SIDE RAILS W/ OWNER SUPPUED LADDER —UP ATTACHMENT 18 19 20 21 22 23 24 25 26 27 28 29 30 31 a 33 34 35 36 37 38 PER PUMP) "ANVIL' PIPE SUPPORT, SEE DETAIL 1)¢" PVC, SCH. 40 PIPE (ACCESS HATCH DRAIN) 2" PVC, SCH. 40 (AIR VALVE VENT) 2" SST ISOLATION VALVE AT AIR VALVE "L.W. PRODUCTS' NO. HD -1E 36" x 96" ALUMINUM ACCESS HATCH W/ DRAIN CHANNEL SPRING ASSISTED DOOR (VALVE VAULT) 20" D.I.P., CL 50 (FLG. x P.E.) 60 "0 FLAT TOP MANHOLE — ASTM -478, SEE DETAIL MAINTENANCE PLATFORM, SEE DETAILS ON SHEET US08 ECE ED MAY 13 2011 IT CENTEI CALL 48 HOURS BEFORE YOU DIG COMMON LLL ANNCE GROUND 811 PUBLIC' WORKS DEPT_ •ENGINEERING • STREETS •WATER •SEWER • PARKS • BUILDING • Designed Drain Cneaoed Pral Er19 PrdDk By JAG EKB SSG tAF Date 02110 02/10 02/10 02/10 Field 8k DAVID EVANS AND ASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL- 1041(003) SOUTHCENTER PARKWAY EXTENSION PUMP STATION NO. 11 WET WELL & VAULT PLAN AND NOTES No. Date Revisions LIMO 1 143 257 6' CHAIN UNK FENCE, SEE DETAIL 0 3' CLEAR OPENING i 11' -0" 14' -0" 4" A.C. PAVEMENT/ 8" CRUSHED ROCK (34 " -0" W/ GEOTEXTILE FABRIC), TYP. 14' -2" SQUARE ' "- a a J U 0 304L SST CABLE HOLDER " FLYGT" MODEL NO. 639 07 00 W/ (5) HOOKS F.G. 31.48 S. 31.57 Q\ \ \ \\ \ \ \ \ \ \ \ \\ \ \ \ \ \ \ 4" A.C. PAVEMENT/ 8" CRUSHED ROCK (3'4"-0° W/ GEOTEXTILE FABRIC) 31.65 IF.S. 12" THICK CONC. TOP SLAB, SEE DETAIL 4" A.C. PAVEMENT/ 8" CRUSHED ROCK (3'4 " -0" W/ GEOTEX11LE FABRIC) II I LJ I VALVE VAULT C/L__ EL 26.42 "RAVEN 405" COATING 2% MIN. "RAVEN 405" COATING PROVIDE MIN. 12" 1X1 " -44" CRUSHED ROC COMPACTED TO 95% PIPE CLAMP "ANVIL" FIG. 103 OR APPROVED EQUAL NOTE: PAINT PIPING W/ EPDXY COATING - GRAY. (TYP. ALL PIPING IN WET WELL AND VALVE VAULT) ANCHOR STRAP AT EVERY QUATER (TYP.), SEE DETAIL 12' DIA. PRE -CAST WET WELL ASTM C -478 EL. 13.50 MAINTENANCE PLATFORM W /RAIUNGS SEE DETAIL I(TYP.) _ 1 'FOR OPTIONAL, i- - - SHOE, 1- !CUTTING SEE DETAIL I 8 4 LJt" ►I / I.E. 6.85 N.;;;Z Lvi immil!"' SAND COATED BELL W/ L:47 RUBBER GASKET y JOINT, OR USE ...,. ,-FLEXIBLE JOINT 20" CANAL SUDE GATE, FLANGED FRAME (NORMALLY OPEN) • nom. I E.,INIP*4111 J.... ! 'a/ J , br / '"a J rA T :zir -3� i3ir = 1��> i>+ �r- �ir3iz- iiiEi K4.7 3i1,MIV� PROVIDE (2) MATS #5 0 12" 0/C E.W TOP & BOTTOM (3" CL) 41 42 PROVIDE MIN. 12" 1X" -3'4 CRUSHED ROCK COMPACTED TO 95% 60 "0 PRE -CAST RISER RINGS ASTM C -478 ALL JOINTS SHALL BE SEALED W/ PREFORMED MASTIC TO FORM A WATERTIGHT SEAL ASPHALT COLD TAR COATING INFLUENT SEWER "GU UNER" MANHOLE BASE UNER 4' -10" x 4' -10" PRE -CAST CONCRETE VAULT (FULL THICKNESS WALL) STANDARD DEFORMED STEEL REINFORCED POLYPROPYLENE PLASTIC STEPS (LANE MODEL NO. P- 13938) LEGEND OF VALVES AND FITTINGS O1 10" D.I.P., CL 52 0 10" x 8" WYE (FLG.) 0 10" D.I.P. SPOOL (FLG.), M" LONG O 10" MAGNETIC FLOW METER - "ROSEMOUNT" MODEL 8705TSR100C1W3NOG1 (PROVIDE 10° FLG. SPOOL TO REPLACE METER) 0 10" D.I.P. LONG PATTERN FLX. COUPLING W/ RESTRAINED JOINTS 0 10" FLGANGED COUPUNG ADAPTER W/ RESTRAINED JOINTS 07 8" PLUG VALVE (FULL PORT) W/ HANDWHEEL (FLG.) 0 8" 90' LONG RAD. ELBOW (FLG.) 0 8" D.I.P. LONG PATTERN FLX. COUPLING W/ RESTRAINED JOINTS 10 8" D.I.P., CL 53 11 8" 45' ELBOW (FLG.) 12 8" D.I.P., CL. 52 (FLG. x PE.) 13 8" CHECK VALVE (FLG.) 14 8" SUBMERSIBLE SEWAGE PUMP "FLYGT" MODEL NO. NP -3127, 421 LT IMPELLER W/ MIX - FLUSH, 10 H.P. MOTOR, 1735 R.P.M. 15 WET WELL HATCH COVER (3x) PER " FLYGT" MODEL "FLET- HD- 42x98SH" W/ SLAM LOCKS AND SAFE HATCH SYSTEM OR APPROVED EQUAL 16 16' -11" x 9' -1" PRE -CAST CONCRETE VAULT (FULL THICKNESS WALL) 17 "LW. PRODUCTS" NO. HS -3A ALUMINUM 36" SQ. ACCESS HATCH W/ DRAIN CHANNEL SPRING ASSISTED DOOR, SINGLE LEAF 18 LINK SEAL AND GROUT FILL 19 "STANTON" PIPE SUPPORT ( "ANVIL" FIG. 26 ) COMPLIANCE 20 REVIEWED FO 21 22 23 25 26 27 28 29 2" SEWAGE COMBINATION AIR VALVE, "VENT O -MA 1FPA 70 TYPE 2 MODEL NO. 050- RGX1021 (75 psi) ANGLE CONNECTION, SEE DETAIL INTERMEDIATE GUIDE BAR BRACKET 2" GUIDE RAIL SCHEDULE 40 SS PIPE (2 )'4" ANCHOR BOLT (4), SEE DETAIL PRESSURE GAUGE ASSEMBLY, SEE DETAIL 4" PVC, SCH. 40 DRAIN UNE 3" PVC, SCH. 40 DRAIN UNE 4" "ZURN" FLOOR DRAIN MODEL NO. Z -730 -V W/ BACKWATER VALVE "L.W. PRODUCTS" NO. HS -3B ALUMINUM 36" x 42" ACCESS HATCH W/ DRAIN CHANNEL, SPRING ASSISTED DOOR, SINGLE LEAF (INFLUENT MANHOLE) N MAY 2 3 2011 R PUMP) �.� City of Tukwil UILDING DIVIS 30 WALLMOUNT LADDER W/ 2° FLAT BAR TREADS AND W/ OWNER SUPPUED LADDER -UP ATTACHMENT 31 "ANVIL° PIPE SUPPORT, SEE DETAIL 32 1X1" PVC, SCH. 40 PIPE (ACCESS HATCH DRAIN) 33 2" PVC, SCH. 40 (AIR VALVE VENT) EMI 34 2" SST ISOLATION VALVE AT AIR VALVE PERMITC LATER 35 "LW. PRODUCTS' NO. HD -1E 36" x 96" ALUMINUM ACCESS HATCH W/ DRAIN CHANNEL, SPRING ASSISTED DOOR (VALVE VAULT) CI 20" D.I.P., CL 50 (FLG. x P.E.) 37 60 "0 FLAT TOP MANHOLE - ASTM -478, SEE DETAIL e 0 38 MAINTENANCE PLATFORM, SEE DETAILS ON SHEET U508 39 8" FLANGED COUPUNG ADAPTER W/ RESTRAINT JOINTS O 3" "ZURN" FLOOR DRAIN MODEL NO. Z -730 -V W/ BACKWATER VALVE VE MAY 132011 } F PUBLIC' WORKS DEPT. •ENGINEERING • STREETS *WATER • SEWER • PARKS • BUILDING • By Date JAG 02/10 Del 02/10 88S 02/10 IALF 02/10 DAVID EVANS AND ASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL- 1041(003) SOUTHCENTER PARKWAY EXTENSION PUMP STATION NO. 11 WET WELL & VAULT SECTION AND NOTES CALL 48 HOURS BEFORE YOU DIG COMAALLLIANCE GROUND 811 aft No. Date Revisions 144 257 Fie No. tw000l_unaJ.ew Scale AS SHOWN Date 02110 02/19/10 394pm FIBERCRETE TRENCH W/ OPEN BOTTOM, SEE SHEET UM06 FIBERCRETE TRENCH W/ SOLID BOTTOM, SEE SHEET UM06 F.S. 31.70 TOP SLAB SEE —� DETAIL 14' -2" SQ. TOP SLAB 2' -8" CLEAR OPENING 2' -8" CLEAR OPENING ��1 a 3 R 7 a U t 2' -8" CLEAR OPENING 304L SST CABLE HOLDER "FLYGT" MODEL NO. 639 07 00 W/ (5) HOOKS (TYP.) F.S. 31.70 tr 2 HOOKS WET SEE DETA L WELL 31.52 CGD, SEE SHEET UE04 12' DIA, PRE –CAST WET WELL, ASTM C -478 "RAVEN 405" COATING EL. 22.00 BY –PASS (OVERFLOW) ANCHOR STRAP �� AT EVERY QUATER (TYP.), SEE DETAIL 4" A.C. PAVEMENT/ 8" CRUSHED ROCK (34 " -0" W/ GEOTEXTILE FABRIC) EL 26.42 90' ELBOW EL. 22.50 ASPHALT COLD TAR COATING "RAVEN 405" iO TING 11E O!F TO WET WELL WALL (TYP.) 4" PVC SIILUNG WELL W/ (2) OFFSET PIPE CLAMPS (OWNER PROVIDED) EL. 11.50 HIGH WATER ALARM/ EMERGENCY PUMP "ON" EL 10.00 PUMP NO. 2 "ON" EL. 9.00 PUMP NO. 1 "ON° EL. 6.75 PUMPS "OFF" EL. 5.67 MIN. LEVEL EL 4.50 BOTTOM OF WET WEL HIGH WATER ALAR FLOAT SWITCH (01AtO2 PROVIDED) ASPHALT COLD TAR COATING EL. 19.83 ANCHOR STRAP 304L SST CABLE HOLDER "FLYGT" MODEL NO. 639 07 00 W/ (5) HOOKS 316 SST. "FLYGT" MODEL NO. 613 68 04 GUIDE RAIL BRACKET W/ (2) HOOKS (2) 2" SST. GUIDE RAILS 7%" 0 HOLE FOR 3'a" ANCHOR R. 2" x )4" x1' -0" (GALV.) SCALE: N.T.S. NOTE: PAINT PIPING W/ EPDXY COATING – GRAY. (TYP. ALL PIPING IN WET WELL) SEE DETAIL (9 (TYP,) FOR OPTIONAL 1 (CUTTING SHOE,SEE DETAIL -LL . 12" • PROVIDE (2) MATS #5 ® 12" 0/C E.W. TOP & BOTTOM (3" CL.) PROVIDE MIN. 12" 1X" –%4" CRUSHED ROCK COMPACTED TO 95% GUIDE RA L CONNECTION SCALE: N.T.S. 12" 12' L6 x6x3/8x0' -5" ® 2' -0" 0.C. W/ (1) W30 SST. ANCHOR BOLT EMBEDED 7 )c MIN. W/ HIL11 HIT –RE 500 –SD ADHESIVE PRE –CAST CONCRETE FORM TO MATCH PRE –CAST 0 –RING GASKET OR GROUTED JOINT (0 –RING SHOWN) SHORT SLOTTED HOLE FOR W"0 SST. BOLT W/ NUT & WASHER EMBEDED 6" MIN. BOTTOM SLAB CONNECTION SCALE: N.T.S. 40 3" "ZURN" FLOOR DRAIN MODEL NO. Z -730 –V W/ BACKWATER VALVE 41 4' -10" x 4' -10" PRE –CAST CONCRETE VAULT (FULL THICKNESS WALL) 42 STANDARD DEFORMED STEEL REINFORCED POLYPROPYLENE PLASTIC STEPS (LANE MODEL NO. P- 13938) LEGEND OF VALVES AND FITTINGS Ot 10" D.I.P., CL 52 0 10" x 8" WYE (FLG.) 0 10" D.I.P. SPOOL (FLG,), 7X" LONG 0 10" MAGNETIC FLOW METER – "ROSEMOUNT" MODEL 8705TSR100C1W3NOG1 (PROVIDE 10" FLG. SPOOL TO REPLACE METER) OS 10" D.I.P. LONG PATTERN FLX. COUPUNG W/ RESTRAINED JOINTS 0 10" FLGANGED COUPLING ADAPTER W/ RESTRAINED JOINTS 0 8" PLUG VALVE (FULL PORT) W/ HANDWHEEL (FLG.) 0 8" 90' LONG RAD. ELBOW (FLG.) O9 8° D.I.P. LONG PATTERN FLX. COUPUNG W/ RESTRAINED JOINTS 10 8" D.I.P., CL 53 11 8" 45' ELBOW (FLG.) 12 8" D.I.P., CL 52 (FLG. x PE.) 13 8" CHECK VALVE (FLG.) 14 8" SUBMERSIBLE SEWAGE PUMP "FLYGT" MODEL NO. NP -3127, 421 LT IMPELLER W/ MIX – FLUSH, 10 H.P. MOTOR, 1735 R.P.M. 15 16 17 18 19 20 21 22 23 25 26 27 28 29 WET WELL HATCH COVER (3x) PER "FLYGT" MODEL "FLET– HD- 42x98SH" W/ SLAM LOCKS AND SAFE HATCH SYSTEM OR APPROVED EQUAL 16' -11" x 9' -1" PRE –CAST CONCRETE VAULT (FULL THICKNESS WALL) "L.W. PRODUCTS" NO. HS -3A ALUMINUM 36" SQ. ACCESS HATCH W/ DRAIN CHANNEL, SPRING ASSISTED DOOR, SING LE LEAF LINK SEAL AND GROUT FILL "STANTON" PIPE SUPPORT ( "ANVIL" 2" SEWAGE COMBINATION AIR VAL TYPE 2 MODEL NO. 050– RGX1021 ANGLE CONNECTION, SEE DETAIL INTERMEDIATE GUIDE BAR BRACKET 2" GUIDE RAIL SCHEDULE 40 SS PI Y4 ANCHOR BOLT (4), SEE DETAIL PRESSURE GAUGE ASSEMBLY, SEE 4" PVC, SCH. 40 DRAIN UNE 3" PVC, SCH. 40 DRAIN LINE 4" "ZURN" FLOOR DRAIN MODEL NO. ( 5 gar 11 MP) VIEWED FOB 3 ANCE WITH A 70 m NEC MAY 23 2011 psi) E (2 PER PU TAIL gal, of Tukwila ING DIVISION Z -730 –V W/ BACKWATER VALVE "LW. PRODUCTS" NO. HS -3B ALUMINUM 36" x 42" ACCESS HATCH W/ DRAIN CHANNEL, SPRING ASSISTED DOOR, SINGLE LEAF (INFLUENT MANHOLE) 30 WALLMOUNT LADDER W/ 2" FLAT BAR TREADS AND SIDE RAILS W/ OWNER SUPPLIED LADDER –UP ATTACHMENT 31 "ANVIL" PIPE SUPPORT, SEE DETAIL 32 1)¢' PVC, SCH. 40 PIPE (ACCESS HATCH DRAIN) 33 2" PVC, SCH. 40 (AIR VALVE VENT) 34 2" SST ISOLATION VALVE AT AIR VALVE 35 "LW. PRODUCTS' NO. HD -1E 36° x 96" ALUMINUM ACCESS HATCH W/ DRAIN CHANNEL, SPRING ASSISTED DOOR (VALVE VAULT) 36 20" D.I.P., L. 50 (FLG. x P.E.) 37 60 "0 FLAT TOP MANHOLE – ASTM -478, SEE DETAIL 38 MAINTENANCE PLATFORM, SEE DETAILS ON SHEET US08 39 8" FLAN RESTRAINT JOINTS MAY 13 2011 , CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 PUBLIC WORKS DEPT_ •ENGINEERING• STREETS •WATER• SEWER •PARKS • BUILDING • By Date Designee JAG 02110 Drawn e®" 02/10 Checked SBS 02110 Prof Eng MY 02/10 Pro] Dir Field Bk#1 v a DAVID EVANS ANDASSOCIATES inc. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Phone: 425.519.6500 FEDERALAID PROJECT NO, STPUL- 1041(003) SOUTHCENTER PARKWAY EXTENSION PUMP STATION NO. 11 WET WELL SECTION AND NOTES No. Date Revisions UM03 145 257 File No. noa0001_w03,4y Scale As SHOWN Date 02/10 —4" A.C. PAVEMENT/ 8" CRUSHED ROCK (314--0" W/ GEOTEXTILE FABRIC) 3. CLEAR OPENING F.G. 31.56 LT- pi ' ASPHALT COLD TAR COATING - - 1 r NOTE: PAINT PIPING W/ EPDXY COATING - GRAY. (TYP. ALL PIPING IN VALVE VAULT) 8' `� .S ; CLEAR OPENING ' i 11'' y; - F.S. 31.81 3' CLEAR OPENING 4" A.C. PAVEMENT/ 8" CRUSHED ROCK (34 " -0" W/ GEOTEXTILE FABRIC) 3' CLEAR OPENING 4" A.C. PAVEMENT/ 8" CRUSHED ROCK (Y4"-0" W/ GEOTEXTILE FABRIC) - TYP. 4° A.C. PAVEMENT/ — 8" CRUSHED ROCK (34 -0" W/ GEOTEXTILE FABRIC) 31.38 F.S. 31.30 3' -6" RIM EL. 31.68 VALVE VAULT "RAVEN 405" COATING (TYP. 3) © Q (TYP. 3) FORCE MAIN TO DISCHARGE MANHOLE. SEE SHEET UCO3 FOR CONTINUATION rrAlp 1=11= - III III- III�lll� ir . �lrj.l'`h `1�'t' II'`tT'� -11rrti eta PROVIDE MIN. 12" 1)i " -34" CRUSHED ROCK COMPACTED TO 95% DRAIN CHANNEL PIPE CLAMP "ANVIL" FIG. 103 OR APPROVED EQUAL (TYP.) • ASPHALT COLD TAR COATING (TYP.) ALUMINUM DRAIN COUPLING ACCESS DOOR DRAIN CHANNEL SCALE: N.T.S. 40 3" °ZURN" FLOOR DRAIN MODEL NO. Z -730 -V W/ BACKWATER VALVE 41 4' -10" x 4' -10" PRE -CAST CONCRETE VAULT (FULL THICKNESS WALL) 42 STANDARD DEFORMED STEEL REINFORCED POLYPROPYLENE PLASTIC STEPS (LANE MODEL NO. P- 13938) "RAVEN 405" COATING SLOPE TO EL. 18.81 PROVIDE MIN. 12" 1)F-3'4" CRUSHED ROCK COMPACTED TO 95% REVIEWED FOR H COMPLIANCE ° NEC MAY 2 3 2011 City of Tukwila BUILDING DIVIGIOnl ALL JOINTS SHALL BE SEALED W/ PREFORMED MASTIC TO FORM A WATERTIGHT SEAL 6' -0" SQ. 12" THICK CONC. TOP SLAB, SEE DETAIL INFLUENT SEWER INFLUENT , MANHOLE • 0 • RAVEN 405" / COATING/ I.E. 7.02 --7 • RZrY STEM SUPPORT 0 8'± (TYP.) PROVIDE MIN. 12" 1)F-3'4" CRUSHED ROCK COMPACTED TO 95% SECTION D -D (INFLUENT MANHOLE) SCALE: 1/2" : 1' -0" "GU LINER" MANHOLE BASE LINER ASPHALT COLD TAR COATING (TYP.) 60 "0 PRE -CAST RISER RINGS ASTM C -478 20' CANAL SLIDE GATE, FLANGED FRAME (NORMALLY OPEN) 36 I.E. 6.92 LEGEND OF VALVES AND FITTINGS Ol 10" D.I.P., CL. 52 0 10" x 8" WYE (FLG.) 0 10" D.I.P. SPOOL (FLG.), 7)i' LONG O4 10" MAGNETIC FLOW METER - "ROSEMOUNT" MODEL 8705TSR100C1W3NOG1 (PROVIDE 10" FLG. SPOOL TO REPLACE METER) OS 10" D.I.P. LONG PATTERN FLX. COUPLING W/ RESTRAINED JOINTS O6 10" FLGANGED COUPLING ADAPTER W/ RESTRAINED JOINTS 0 8" PLUG VALVE (FULL PORT) W/ HANDWHEEL (FLG.) OS 8" 90' LONG RAD. ELBOW (FLG.) 0 8" D.I.P. LONG PATTERN FIX. COUPLING W/ RESTRAINED JOINTS 10 8" D.I.P., CL. 53 11 8' 45' ELBOW (FLG.) 12 8" D.I.P., CL. 52 (FLG. x PE.) 13 8" CHECK VALVE (FLG.) 14 8" SUBMERSIBLE SEWAGE PUMP "FLYGT" MODEL NO. NP -3127, 421 LT IMPELLER W/ MIX - FLUSH, 10 H.P. MOTOR, 1735 R.P.M. 15 WET WELL HATCH COVER (3x) PER " FLYGT" MODEL "FLET- HD- 42x98SH" W/ SLAM LOCKS AND SAFE HATCH SYSTEM OR APPROVED EQUAL 16 16' -11" x 9' -1" PRE -CAST CONCRETE VAULT (FULL THICKNESS WALL) 17 "L.W. PRODUCTS' NO. HS -3A ALUMINUM 36" SQ. ACCESS HATCH W/ DRAIN CHANNEL, SPRING ASSISTED DOOR, SINGLE LEAF 18 LINK SEAL AND GROUT FILL 19 "STANTON" PIPE SUPPORT ( "ANVIL" FIG. 264) 20 2" SEWAGE COMBINATION AIR VALVE, "VENT-0-MAT", TYPE 2 MODEL NO. 050- RGX1021 (75 psi) 21 ANGLE CONNECTION, SEE DETAIL 22 23 24 3'4" ANCHOR BOLT (4), SEE DETAIL 25 PRESSURE GAUGE ASSEMBLY, SEE DETAIL 2g 4" PVC, SCH. 40 DRAIN LINE 27 3" PVC, SCH. 40 DRAIN LINE 28 4° "ZURN" FLOOR DRAIN MODEL NO. Z -730 -V W/ BACKWATER VALVE INTERMEDIATE GUIDE BAR BRACKET 2° GUIDE RAIL, SCHEDULE 40 SS PIPE (2 PER PUMP) 29 L.W. PRODUCTS" NO. HS -3B ALUMINUM 36" x 42" ACCESS HATCH W/ DRAIN CHANNEL, SPRING ASSISTED DOOR, SINGLE LEAF (INFLUENT MANHOLE) 30 WALLMOUNT LADDER W/ 2" FLAT BAR TREADS AND SIDE RAILS W/ OWNER SUPPLIED LADDER -UP ATTACHMENT 31 "ANVIL" PIPE SUPPORT, SEE DETAIL gik re 32 1)Z" PVC, SCH. 40 PIPE (ACCESS HATCH DRAIN) 33 2" PVC, SCH. 40 (AIR VALVE VENT) 2" SST ISOLATION VALVE AT AIR VALVE 35 "LW. PRODUCTS' NO. HD -1E 36' x 96° ALUMINUM ACCESS HATCH W/ DRAIN CHANNEL, SPRING ASSISTED DOOR (VALVE VAULT) 36 20" D.I.P., CL. 50 (FLG. x P.E.) 37 60 "0 FLAT TOP MANHOLE - ASTM -478, SEE DETAIL 38 MAINTENANCE PLATFORM, SEE DETAILS ON SHEET US08 39 8" FLANGED COUPLING ADAPTER W/ RESTRAINT JOINTS TEID ECE VED MAY 132011 CALL 48 HOURS BEFORE YOU DIG COMAMOONIANGROUND CE 811 ez PUBLIC WORKS Z�EPT. •ENGINEERING •STREETS • WATER •SEWER •PARKS • BUILDING • Designed Drawn Checked Prof Eng By JAG EKB 88S Par Date 02/10 02/10 02/10 02/10 Pro] DIr Field Elk # DAVID EVANS iV AND ASSOCIATES INC. 415 -118th Avenue SE Bellevue Washington 98005 -3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL -104 SOUTHCENTER PAR EXTENSION CENTER__ PUMP STATION NO. 11 VAULT SECTIONS AND NOTES No. Date Revisions /x• UM04 146 257 Fie No. TUIVOXIl uuw.e q Scale AS SHOWN Data 02/10 CONTROLS 01 EF 01 O 19'x19' EXHAUST LOUVER IN GABLE END ABOVE TOP OF WALL O 8 24 "x24" INTAKE LOUVER 01 HT 011 UNIT HEATER CONTROL BUILDING HVAC PLAN SCALE: 3/8' : Y -0' z 1 01 EF 011 CABINET EXHAUST FAN MOUNT TO ROOF TRUSS WORK W/ VIBRATION ISOLATORS PER MANUFACTURERS RECOMMENDATION (4 TYP.) METAL SIDING (TYP.) WALL STUDS HEAD (JAMB SIMILAR) w cn w BIRD SCREEN Lc) ALUMINUM LOUVER 5" MIN. AIR FLOW CAULK ALL SIDES WATERTIGHT 18 GAUGE ALUMINUM SILL, COLOR TO MATCH LOUVER. SECURE IN PLACE SILL LOUVER SCHEDULE BUILDING ROOM NAME LOUVER NO.O TYPE MANUFACTURER AND MODEL NO. ROUGH OPENING SIZE W x H REMARKS CONTROL BUILDING N/A 1 EXHAUST GREENHECK ESD -403 OR EQUAL 19" x 19" PROVIDE BIRD SCREEN, BAKED ENAMEL FINISH, EXTENDED SILL, AND GREENHECK EM -30 OR EQUAL, BACK DRAFT DAMPER. INSTALL 9' -2 "± FROM BOTTOM TO FINISHED FLOOR 2 INTAKE GREENHECK ESD -403 OR EQUAL 24" x 24" PROVIDE INSECT SCREEN, MOTORIZED DAMPER, BAKED ENAMEL FINISH, EXTENDED SILL, AND GREENHECK EM -30 OR EQUAL, BACK DRAFT DAMPER. INSTALL 2' -6" FROM BOTTOM TO FINISHED FLOOR. NOTE: LOUVER COLOR SHALL BE DETERMINED BY OWNER. EXHAUST LOUVER DUCTWORK SCALE: 1 1/2" : Y -0" HEATER SCHEDULE BUILDING ROOM NAME HEATER NO. MANUFACTURER AND MODEL NO. TYPE K.W. R BTU /H OUTPUT RATING BUILT —IN THERMOSTAT CONTROL VOLTAGE AND PHASE WALL/CEIUNG MOUNTING BRACKET REMARKS CONTROL BUILDING N/A 01 HT 01 CHROMALOX LUH -04 OR EQUAL UNIT HEATER 4.0 KW SET FOR FREEZE PROTECTION MAX. 45' 480 VOLT 3 PHASE YES ADJUSTABLE NTEGRAL THERMOSTAT HEATER MOUNTED 7' -0" FROM FINISHED FLOOR EXHAUSTER / BLOWER SCHEDULE BUILDING ROOM NAME FAN NO. MANUFACTURER AND MODEL NO. TYPE CURB H.P. VOLTAGE AND PHASE CONTROLS C.F.M. AND STATIC PRESS. ELEVATION REMARKS CONTROL BUILDING N/A 01 EF 01 GREENHECK SP -255 OR EQUAL EXHAUST CABINET FAN NO 115 VOLT 1 PHASE WALL MOUNTED THERMOSTAT HONEYWELL T87F2873 TURNS ON FAN AT 75F (OFF AT 72F) 644 CFM AT Y" S.P. MOUNTED W/ GRILLE FLUSH TO CEIUNG PROVIDE W/ FILTER F -250 OR EQUAL, DUCTED TO OUTSIDE THROUGH 8"X8" DUCT NOTE: CONTRACTOR SHALL COORDINATE FAN AND DUCTWORK INSTALLATION WITH ROOF TRUSS MANUFACTURER BACK DRAFT DAMPER W/ COUNTER WEIGHTS CMU SEE, SEE STRUCTURAL HEAD (JAMB SIMILAR) ww tn N w 5" MIN. NOTE: PROVIDE 1 )¢" SPACE FROM EXTERIOR WALL FOR ALL LOUVERS TO PROVIDE WEATHER RESISTANCE AGAINST SPUT FACE CONCRETE MASONRY UNITS. BACK DRAFT DAMPER W/ COUNTERWEIGHTS GALVANIZED SLEEVE W/ GUARD, LENGTH AS REQ'D AIR INTAKE LOUVER SCALE: 1 1/2• : 1' -0" REVIEWED FOR COMPLIANCE WITH NFPA70 ® NEC MAY 2 3 2011 City of Tukwila BUILDING DIVISION MEWED MAY 13 2011 P IT CENTER CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 PUBLIC WORKS .DEPT_ * ENGINEERING * STREETS• WATER • SEWER • PARKS* BUILDING • Designed Drawn Checked Prol Eng PrcdD BY JAG S8S ULF Date 02/10 02/10 02/10 02/10 Field Bk # DAVID EVANS ANDASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL- 1041(003) SOUTHCENTER PARKWAY EXTENSION PUMP STATION NO. 11 HVAC PLAN AND DETAILS No. Date Redstone UM05 147 s. 257 Rio No. T 0001_UNa5e+9 Scale AS SHOWN Date 02/10 C/L TRENCH WET WELL ACCESS HATCH III FOR PUMPS L EXTEND CHANNEL TO MEET EDGE OF ACCESS HATCH STANDARD CHANNEL PART NO. 8020F W/ OPEN BOTTOM MANHOLE J TOP SLAB SPECIAL CUT COVER PART NO. 8021 '''.''.INFLUENT \.� : ":MANHOLE •'.. PUMP DISCONNECT PANEL, SEE ELECTRICAL o Z z� O m HOOKS FOR DISCONNECT CABLES SPECIAL CUT COVER PART NO. 8021 PUMP DISCONNECT CABLES LENGTH 1 STANDARD CHANNEL PART NO. 8020FSB LEGEND SPECIAL CUT COVER PART NO. 8021 BLOCK OUT SECTION OF WET WELL TOP SLAB AS SHOWN TO ACCOMODATE TRENCH CUT OUT PORTION OF ACCESS HATCH FRAME AS SHOWN, TO ACCOMODATE TRENCH LENGTH 2 STANDARD CHANNEL PART • NO. 8020FSB FlBERCRETE PART NO. 8021 CONCRETE COVER SCHEDULE COVER LENGTH 1 LENGTH 2 0 2' -2)6" 1' -4" ® 9'-1V 9, -1 )i. © 7-3)ii" 8' -10'i Q 2' -6)¢" 4' -24" O0' -63'a" 1' -44" ©F 3' —O" 3' -0" FIBERCRETE TRENCH PLAN SCALE: 1/2" a Y -0" * 2• -0• 18" THICK TOP SLAB SPECIAL CUT COVER PART NO. 8021 STANDARD CHANNEL PART NO. 8020FSB *VERIFY DIMENSION TO FIT FIBERCRETE TRENCH BLOCK OUT SECTION OF WET WELL TOP SLAB AS SHOWN TO ACCOMODATE TRENCH FIBERCRETE TRENCH SECTION AT TOP SLAB SCALE: 1 1/2" : Y-0" FIBERCRETE CABLE TRENCH, NO. 8020FSB AND TRENCH NO. 8020F AT WET WELL SEE PLAN PUBLIC WORKS DEPT_ •ENGINEERING • STREETS • WATER •SEWER • PARKS * BUILDING * 0 Drawn Checked P PM Dr BY JAG EKB SBS IAF Date 02/10 02110 02110 02110 Field Bk# STANDARD CHANNEL PART. NO. 8020FSB EXTEND CHANNEL TO MEET EDGE OF ACCESS HATCH ACCESS HATCH 1" EL. VARIES 22X" FIBERCRETE COVER NO. 8021 l 4" A.C. PAVEMENT ,Im m lv jWKI ice % ∎ rfT4 11,T' %ow. I /.I ,LICE •LGI: • •.� •' -• O I/ I_.± /._••�,= filfgtzferAge,01.0 'Otter 34" -0" CRUSHED ROCK FIBERCRETE TRENCH TYPICAL SECTION SCALE: 1 1/2• _ T -0" CUT OUT PORTION OF ACCESS HATCH FRAME AS SHOWN, TO ACCOMODATE TRENCH BLOCK OUT SECTION OF WET WELL TOP SLAB AS SHOWN TO ACCOMODATE TRENCH 18" THICK TOP SLAB FIBERCRETE COVER FIBERCRETE CABLE TRENCH, NO. 8020FSB AND TRENCH NO. 8020F AT WET WELL, SEE PLAN REVIEWED FOh COMPLIANCE WITH NFPA70 _ NEC MAY 2 3 2011 City of Tukwila BUILDING DIVISION NOTE: FIBERCRETE TRENCH SYSTEM IS PROVIDED BY CONCAST INC. EL. 31.70 (& VARIES) --T1----Tr---1T- A '�ltO!•` A • NWPMAIMAINAVONT illn 6" OF 3'.° -0" PVC CABLES (PUMP CRUSHED ROCK DISCONNECT), TYP. F1BERCRETE TRENCH W/ OPEN BOTTOM HOOK FOR PUMP DISCONNECT CABLE, SEE DETAIL PVC PUMP DISCONNECT CABLE DAVID EVANS AND ASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Phone: 425.519.6500 FIBERCRETE TRENCH SECTION AT WET WELL SCALE: 1 1/2" = Y -0" FEDERAL AID PROJECT NO. STPUL- 1041(003) SOUTHCENTER PARKWAY EXTENSION PUMP STATION NO. 11 FIBERCRETE TRENCH DETAILS FIBERCRETE TRENCH W/ SOLID BOTTOM RECEIVE MAY 13 2011 PERMIT C R CALL 48 HOURS BEFORE YOU DIG COMMON ��GROOUND 811 No. Date_ Revisions UM06 148 ot , 257 File No. T+ eaiume.e.9 Scale AS SHOWN Date 02/10 To O POLE WlR to • HOT BOX e\\ iET; 18' WIDE DOUBLE SWING GATE • v PUMP DISCONNECT PANNEL \\ YARD UGHT POLE • 1'C 4- 1 1 "C R COI YARD LIGHT 150 POLE GENERAL NOTES; k SEE SHEET UE02 FOR LEGEND. B. PROVIDE AND INSTALL ALL RDAS NOT PROVIDED/INSTALLED BY POWER UTIUTY WHICH ARE NECESSARY FOR ELECTRICAL SERVICE INSTALL ALL ITEMS TO POWER UTILITY SPECIFICATIONS. KEYED NOTES: 0 VIEWED F(ri kPLIANCE WITh =PA70 -NEC AY 2 3 2011 C of Tukwila BUILING DIVISION RECEIVED MAY 132011 IT CEIffE POWER UTILITY IS EXPECTING TO RE —BUILD DISTRIBUTION SYSTEM IN THIS AREA. COORDINATE ROUTING AND INSTALLATION OF PRIMARY CONDUIT WITH POWER UTILITY. VERIFY XFlAR PAD REQUIREMENTS WITH POWER UTILITY. COORDINATE PAD LOCATION WITH CRY AND UTILITY. PROVIDE IN— GROUND JUNCTION BOX. POLE COLOR TO MATCH LUMINAIRE COLOR CONCRETE FOOTING (�5 4" SQUARE. NON— TAPERED, SMOOTH FIBERGLASS POLE SHAKESPEARE OR APPROVED O STEEL TROWEL CONCRETE FINISH 1 • CHAMFER ANCHOR BOLTS AS PER MFR. RECOMMENDATIONS • I u Irarea:. WE . CONDUIT AS REQUIRED 4 NE '° Oa _ .' #4 TIES 0 6• lai AREA LIGHT /POLE DETAIL SCALE NONE GINEBRIING, INC. 11011111.1KAlke Ord. lute 107 bomb" *1.e•1 Ofted amc o°e4234t1u a•Aama+m ROW Mu MUM= CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 !�D PUBLIC WORKS DEPT_ *ENGINEERING * STREETS *WATER • SEWER* PARKS • BUILDING • Irlffl mrli �Checiled Wail :4i IM MIM DAVID EVANS AND ASSOCIATES INC. 415 -118th Avenue SE Bellevue Washington 98005.3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL- 1041(003) SOUTHCENTER PARKWAY EXTENSION PUMP STATION NO. 11 ELECTRICAL SITE PLAN No. Data Revisions UEO 149 257 File No. TUICALGOWE01.dop Scale AS SHOWN Date 2/10 ELECTRICAL LEGEND zi- a AREA UGHT - SINGLE ARM. DIRECTIONAL WALL MOUNTED WMINAIRE SURFACE MOUNTED FWORESCENT LUMINAIRE LUMINAIRE TYPE DESIGNATOR WATTAGE OF LAMPS KEY INTRUSION SWITCH MAGNETIC DOOR CONTACTOR G$$ j�P WALL SWITCH m m OUPLDL• RECEPTACLE- NORMAL, GROUND FAULT INTERRUPTING ®® CONNECTION TO SPECIAL EQUIPMENT OR OUTLET AS SHOWN Q THERMOSTAT (T -STAT) EXHAUST HAUST FAN MOTOR OUTLET. HORSEPOWER INDICATED. 3030\1b ❑30 , 't DISCONNECT SWITCH. RATING SHOWN ELECTRICAL EQUIPMENT JUNCTION BOX UNIT HEATER P4 HOME RUN, ELECTRICAL PANE DESTINATION SHOWN. CONDUIT CONCEALED UNDERFLOOR OR UNDERGROUND.' -4�- CONDUIT CONCEALED IN WALL OR ABOVE CEILING IN FINISHED AREAS. EXPOSED IN PROCESS AND EQUIPMENT AREAS.* `11tQg�: 1) RUNS MARKED•WTH CROSS -HATCHES INDICATE NUMBER OF NO. 12 WIRE. LARGER GAUGES ARE SHOWN OR NOTED ELSEWHERE. LONG CROSS HATCH INDICATES NEUTRAL REVERSE SLANT INDICATES GREEN GROUND WIRE. 2) FOR UNMARKED CONDUIT RUNS. CONTRACTOR SHALL INSTALL REQUIRED NUMBER OF WIRES FOR POWER AND /OR CONTROL OF ELEMENTS IN CIRcurr(S) SHOWN. SIZE OF WIRE SHALL BE NO. 12. UNLESS OTHERWISE NOTED OR REQUIRED BY CODE 3) SIZE CONDUIT ACCORDING TO SPECIFICATIONS AND APPLICABLE CODE -l-� CURRENT TRANSFORMER yolk TRANSFORMER rrrn -11. GROUND CONNECITON PER NEC ARTICLE 250 -riCr- MOTOR THERMAL OVERLOAD RELAY 1 -1 1- OR MOTOR STARTER CONTACTOR. NEMA OR NEC SCE RATING SHOWN NEC I1G'e • THERMAL MAGNETIC CIRCUIT BREAKER MAGNETIC ONLY CIRCUIT BREAKER (MOTOR CIRCUITS ONLY) CONTINUOUS CURRENT RATING AND TRIP 1 6.15A--Mre SETTINGS SHOWN 400AT �- FUSE O DRAWING NOTE O1 ELECTRICAL CIRCUIT IDENTIFICATION 1'C MULTIPLE ELECTRICAL CIRCUITS, SEPARATE CONDUITS MULTIPLE ELECTRICAL CIRCUITS, COMMON CONDUIT (SIZE SHOWN) KEYED NOTES; 0 'PIN AND SLEEVE' RECEPTACLE WITH MATCHING PLUG. RATED AS MOTOR DISCONNECT. O PROVIDED BY CRY FOR CONTRACTOR TO INSTALL. CONTRACTOR TO MAKE ALL FIELD AND FINAL CONNECTIONS. O REMOVE N-G BOND STRAP. TO UTILITY POLE B AWG BARE CU� 1 BLDG (2) GROUND RODS REBAR 3/4'x10' -0' SPACED 20' -0' (MIN) APART UTLITY TRANSFORMER 480/277V, 3PH SECONDARY METER BASE PER UTILITY REQUIREMENTS WATER PIPE LOAD SUMMARY VOLTAGE: 480.0 3-PH DATE PROJECT NO._.... 308.083.001 22- Feb -10 REM UNIT NAME HP NP (NOTES1) KVA MOTOR YPE SIZE 1 PUMP 1 10 14.0 11.8 FVNR 1 2 PUMP 2 10 14.0 11.6 FVNR 1 3 PUMP 3 10 14.0 11.6 FVNR 1 4 0.0 0.0 FVNR 0 5 0.0 0.0 FVNR 0 MISCELEINOUS EQUIPMENT: ITEM UNIT NAME KVA AMPS NOTE 41: 0.0 NEC TABLES VALUES 1 TRANSFORMER 15 18.0 USED WHERE NAMEPLATE 2 HEATER 4 4.8 VALUES NOT 3 0.0 AVAILABLE 4 0.0 5 0.0 SUMMARY: MOTOR AMPS= 42.0 R&W ENGINEERING INC. 25% OF LARGEST MOTOR - 3.5 MISC AMPS= 20.4 TOTAL HP: 30.0 257E OF MISC. 5.1 TOTAL KVA 53.9 TOTAL = 69.4 MAIN CB 100A. 3P [0. 100A 3P v© ,100A ATS 50KW DIESEL GENERATOR 480/277V. 3PH [0. 4KW HEATER 100A PANEL P1 480/277V, 3PH MLO 8 AWG BARE CU. MOTOR STARTER PANEL SYSTEM CONTROL PANEL ANTENNA v 15 KVA 480V- 208/120/, 3PH PANEL P2 208/120V, 3PH ELECTRICAL ONE -LINE DIAGRAM ECU9V& MAY 13 2011 PUMP DISCONNECT PANEL MANUF. CABLE Ill' ! 1.D .F COMPLIANCE WITH NFPA70 - NEC MAY 2 3 2011 City of Tukwila BUILDING DIVISION ENGII EEPJN 3, INC. "," UV CALL 48 HOURS Allececl. e...+a.o.mn IX= BEFORE YOU DIG Row Fce (3•44234110 COMMON GROUND Ems dame AUJANCE v.ehex u gym, Moist JET COMM 811 PUBLIC' WORKS DEPT_ *ENGINEERING* STREETS• WATER•SEWER • PARKS • BUILDING • Designed Checked Enfl Pro' Ur Field Bit /1 By Date JLH 2/10 DJW 2/10 GHS 2/10 GHS 2/10 2/10 2/10 DAVID EVANS MI CI AND ASSOCIATES INC. 415 -118th Avenue SE Bellevue Washington 98005-3518 Phone: 425.519.6500 FEDERALL AID PROJECT NO. STPULr1041(003) SOUTHCENTER PARKWAY EXTENSION PUMP STATION NO. 11 ELECTRICAL ONE -LINE DIAGRAM No _Date Revisions • UE02 - 150 • 257 File No. TUXA0001-UE020op Scale AS SHOWN Date 2/10 Station No 11 METER BASE L— P2-5 MAIN CB PANEL P1 AR ABOVE MAR PANEL P2 LIGHTING FLOOR PLAN SCALE 3/4' a= PANELS SHALL BE FURNISHED WITH A TOTAL OF 5 EACH TAMPER RESISTANT SCREW DRIVER BITS (CAT. NO. A- TRSOVR) AND DELIVERED TO THE OWNER AFER INSTALLATION. HOFFMAN NEMA 4 ENCLOSURE CAT. NO. C- CA26169 WITH (C -CAHK) HINGE KIT. AND (A -1RSK) TAMPER RESISTANT SCREWS. DATA DISPLAY PRODUCTS LEDS AND SOCKETS PART NUMBERS: RED UNITS PSPO- L92 -CR -WT (SOCKET) C90- R24 -5-D (LED GREEN UNITS PS90- L92 -CG-WT SOCKET) C90- G24 -5-D (LED REPLACE STANDARD OUTLET COVER SCREWS WITH TAMPER RESISTANT SCREWS WITH THE SAME SIZE AND TYPE OF HEAD AS THOSE ON PANEL WEATHERPROOF OUTLET COVER (TO COVER THE KEYLOCK ASSY) CONTACT LOCKED WHEN KEY IS IN THE 10 O'CLOCK (DISARMED) POSITION. CONTACT OPEN WHEN KEY IS IN THE 2 O'CLOCK (ARMED) POSITION. BEST LOCK CORPORATION MODEL 1W7P4. KEYSWITCH AND ELEVATION SCALE NONE DISARMED ARMED r—C 0--- TO CONTROL 0- -- PANEL (INPUTS) L - r L». DISARMED r L FROM CONTROL ■ PANEL (OUTPUTS) P2 -7 — f{F — -5 TO AREA UGIfTS 17.- PUMP DISC. PANEL XFMR TO Y UTILITY KEYED NOTES: METER BASE TO HOT BOX MAN CB TO GENERATOR T TO GENERATOR Fl PANED P1 I -C PANEL P2 HEATER- P1 -1,3,5 / \ P2 -2 AT5 / V / / EXHAUST FAN 0 P2 -4 X COUNG) / / / ELECTRONK:S FLOW METER / / r-- / o-- TO FLOW METER P2-11 4_ P2 -6 +36- AFG WP / GFI POWER /SIGNAL FLOOR PLAN SCALE 3/4' a 0 MOTOR STARTER /CONTROL PANEL PROVIDED BY CITY FOR CONTRACTOR TO INSTALL CONTRACTOR TO MAKE AU. FIELD AND FINAL CONNECTIONS AL CONDUIT ENTRIES FOR CONTROL PANELS SHALL BE BOTTOM ENTRY ONLY. O ANTENNA PROVIDED BY CRY FOR CONTRACTOR TO INSTALL O COORDINATE INSTALLATION OF MAIN CB WITH STRUCTURAL MAIN CB TO BE LOCATED ABOVE INTAKE LOUVER. 0 MOUNT XFMR ABOVE PANEL 'PZ', 6- INCHES OFF OF WALL. O5 DISCONNECT AND RECEPTACLE MOUNTED ABOVE CELUNG, ADJACENT TO EXHAUST FAN. CONNECT RECEPTACLE TO UNE SIDE OF DISCONNECT. O MOTORIZED LOUVER TO OPERATE WITH EXHAUST FAN (CONTROLLED BY T- STAT). SEE DETAIL, 11415 SHEET. 0 PROVIDE STAINLESS STEEL HOUSED, MAGNETICALLY ACTUATED SAFETY SWITCH WITH FORM C TYPE CONTACT, ALLEN-BRADLEY FERROGARD GD2. VERIFY REQUIRED VOLTAGE WITH CRY PRIOR TO ORDER. O MOTOR STARTER PANEL. O CONTROL PANEL 10 INSTALL CIRCUITS TO DISCONNECT PANEL USING CONTINUOUS SECTION OF PVC -GRS CONDUIT FROM 24- ABOVE GRADE (MIN) TO TRANSRON UNDERGROUND AT CONDUIT BURIAL DEPTH. 121VAC ANTENNA/POLE ® T -STAT OB MOTORIZED LOWER O6 UM ", FOR MPLIANCE WITII NFPA 70 m NEC i MAY 2 3 2011 City of Tukwila BUILDING DIVISION TO VALVE VAULT T —STAT UST MOTORIZED LOUVER FAN /LOUVER CONTROL DETAIL INEERINO, INC. ,;q„�fe ' CALL 48 HOURS Boma% Omen PM BEFORE YOU DIG Phew peg 9 7263320 COMMA ON GROUND East �aaanaa°a p_p amaon Contact JEFF HOWARD P ZJBLIC WORKS DEPT_ *ENGINEERING* STREETS •WATER *SEWER* PARKS• BUILDING* By Dam Designed JLH Drawn DJW Checked GHS Prat Eng GHS Pro) Dr 2/10 2/10 2/10 2/10 2/10 Reid Bk# 2/10 DAVID EVANS MO CM AND ASSOCIATES Inc. 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL- 1041(003) SOUTHCENTER PARKWAY EXTENSION PUMP STATION NO. 11 ELECTRICAL FLOOR PLAN 811 FLOW METER CONNECTION ... to- i . \ ...,‘: /, MOTIF \ ... to- i . \ ...,‘: /, 11� \. 4111Ki , _ 4 4.. 11 ' r( lr* 4 ' r. Illiail i I,x\ CPLOSION -PROOF SEA —OFF (TYP) 1•C TO FLOW METER ELECTRONICS KEYED NOTES: O LEVEL SENSOR AND STILLING WELL PROVIDED BY CITY FOR CONTRACTOR TO INSTALL. O 30A RATE), 3 —POLE, 4—WIRE PIN AND SLEEVE RECEPTACLE (FEMALE MOUNTED ON PANEL) AND MATCHING PLUG (MALE CONNECTED TO PUMP CABLE) WITH 4 —PILOT CONTACTS. PLUG AND RECEPTACLE SHALL BE UL USTED AS A MOTOR RATED DISCONNECT SWITCH. MELTRIC DB SERIES. OR APPROVED. O3 LABEL EACH PLUG WITH 'PUMP 1', 'PUMP Y, OR 'PUMP 3'. AS APPROPRIATE. PLUG PUMP NUMBER TO MATCH CORRESPONDING RECEPTACLE PUMP NUMBER O DOOR, we TUBE STOCK FRAME WITH (3) HINGES AND SLOT FOR PADLOCK HASP WELDED TO FRAME DOOR TO OPEN SAME DIRECTION AS DISCONNECT ENCLOSURE. DSURE. DOOR TO BE 1/2 ABOVE SLAB, AND I/4' BELOW DISCONNECT ENCLOSURE 0 FOR MC —HL CABLES. USE MC—HL CABLE TERMINATOR FITTINGS. O GROUNDED METAL BARRIER MAY BE OMITTED IF A MIN. OF 3 —INCH SEPARATION IS MAINTAINED BETWEEN INTRINSICALLY SAFE AND NON— INTRINSICALLY SAFE CIRCUITS. INSTALL GROUNDED METAL BARRIER (NOT SHOWN) OR OTHER CODE APPROVED SEPARATON OF POWER AND SIGNAL CIRCUITS WITHIN CABLE TRENCH. CHECK VALVE uurr sw (TYP) 19.1 ; II111 11 ii ;. 111111 I; f 11TH I1 111111/1 ■ 11111111 1 1111111111 1 . 11m111 11111° °111111 111111 IIIIH111161HL' ALIT 11 IIIIIIIIIII 10 1 111i1� j;11 0 ino ! II III 111111 I 1 I R 1 hI 111111„ it I In H� � 11 VIII i 11 3� 111111!' l.',1il11 11111111 iii 11.11 1 .. 1'C NEMA 4X J —BOX (TYP) FCn WITH 7 4FPA70 - NEC MAY 2 3 2011 O LEVEL SENSOR HIGH LEVEL FLOAT SWITCH WET WELL, VALVE VAULT AND METER VAULT POWER PLAN SCALE 1 /r = rEif'ld-T- tl_tT r)=7= r ` - ! 1' t A.f � I1J.4V 1 i III NEMA 4X ST/UNLESS STEEL ENCLOSURE WTTH LOCKABLE BLANK FRONT (30?1x30"Nx12D MIN) POWER TERMINAL BLOCKS (X) (TYP 3) io n CABLE TRENCH 2x1/8' TUBE STOCK (TYP) MET BARRIER ELEVATION STRIP HEATER W/THERMOSTAT METAL BARRIER INTRINSICALLY SAFE WIRING SECTION CONTROL TERMINAL BLOCKS CABLE BUSHINGS O (AS REVD) HINGE (TYP) EXPANDED METAL MESH ATTACHED TO DOOR METAL O BARRIER FINISHED [GRADE METAL BARRIER 11111111 ■I EXPANDED METAL MESH FASTENED TO Tom) SOCK i _ _ ■ 'iuii' HINGE PUMP DISCONNECT —."� PANEL (31'x30'x121 ABOVE HASP ICH (SHOWN OUT COVER) PLAN Nog: CONSTRUCT EXPANDED METAL MESH FRAME TO MATCH DISCONNECT ENCLOSURE FOOTPRINT. PUMP DISC. PANEL DETAIL SCALE NONE RAW ENGINEERING INC ","" b,W ' CALL 48 HOURS ens avt � EMS BEFORE YOU DIG pos) COMAMO� N GROUND 811 E.& nowanwesyearn xnuuom' Cods! JEFF NOMAD PUBLIC WORKS DEPT. • ENGINEERING • STREETS •WATER • SEWER • PARKS • BUILDING • Designed Drawn DM checked G S Pro GHS • Di/ Reid BkS BY !Date JLH 2/10 2/10 2/10 W C EVANS AND ASSOCIATES into. 415 -118th Avenue SE Bellevue Washington 98005 -3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL- 1041(003) SOUTHCENTER PARKWAY EXTENSION PUMP STATION NO. 11 WET WELL & VALVE VAULT POWER PLAN •■• No. !Date 1 Rwlsions 152 l 257 Fila N0. 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THE MORE RESTRICTIVE REQUIREMENTS SHALL APPLY. GENERAL, 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS AND THE 2006 INTERNATIONAL BUILDING CODE AS AMENDED BY THE STATE OF WASHINGTON. 2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE STRUCTURE. THE CONTRACTOR SHALL PROVIDE ADEQUATE SHORING, BRACING AND GUYS IN ACCORDANCE WITH ALL NATIONAL STATE AND LOCAL SAFETY ORDINANCES. ANY DEVIATIONS MUST BE APPROVED BY THE GOVERNING AGENCY PRIOR TO ERECTION. 3. ALL ERECTION PROCEDURES SHALL CONFORM TO OSHA STANDARDS. ANY DEVIATION MUST BE APPROVED BY OSHA PRIOR TO ERECTION. 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LAGGING. SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTIURES IN ACCORDANCE WITH AU. NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE DESIGN PROFESSIONAL AND BE RESOLVED BEFORE PROCEEDING WITH THE WORK. 6. SHOP DRAWINGS REQUIRED BY THE SPECIFICATIONS SHALL BE SUBMITTED TO THE DESIGN PROFESSIONAL FOR REVIEW PRIOR TO FABRICATION. 7. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO REVIEW BY THE DESIGN PROFESSIONAL 8. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT. 9. SEE MECHANICAL PLUMBING AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS REQUIRED FOR DUCTS. PIPES AND PIPE SLEEVES, ELECTRICAL CONDUITS AND OTHER ITEMS TO BE EMBEDDED IN CONCRETE OR OTHERWISE INCORPORATED IN STRUCTURAL WORK. 10. PROVDE OPENINGS AND SUPPORTS AS REQUIRED FOR MECHANICAL EQUIPMENT, VENTS, DUCTS. PIPING. ETC. ALL SUSPENDED MECHANICAL EQUIPMENT SHALL BE SWAY OR LATERALLY BRACED IN CONFORMANCE WITH THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION (SMACNA), OR AS DETAILED ON THE MECHANICAL ENGINEERS DRAWINGS. ALL OTHER BRACING SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF WASHINGTON AND SHALL BE SUBMITTED TO THE DESIGN PROFESSIONAL PRIOR TO CONSTRUCTION. 11. MECHANICAL EQUIPMENT MUST BE FIRMLY ATTACHED TO THE STRUCTURE. ISOLATORS, FASTENERS AND ANY OTHER ELEMENTS PROVIDING STABILITY FOR MECHANICAL EQUIPMENT MUST BE CAPABLE OF TRANSMITTING REQUIRED CODE LOADS. DESIGN LOADS 1. GRAVITY LOADS; ROOF SNOW LOAD 25 PSF (NON- REDUCIBLE) WOOD TRUSS BOTTOM CHORD 10 PSF FLOOR LOAD 125 PSF 2. LIVE LOADS: WET WELL TOP SLAB 300 PSF WET WELL PLATFORM 100 PSF 3. LATERAL LOADS; WIND FASTEST MILE PER HOUR WIND SPEED WIND IMPORTANCE FACTOR, I* OCCUPANCY CATEGORY III WIND EXPOSURE EARTHQUAKE SEISMIC IMPORTANCE FACTOR. Ic OCCUPANCY CATEGORY MAPPED SPECTRAL RESPONSE ACCELERATION SITE CLASS SPECTRAL RESPONSE COEFFICIENTS SEISMIC DESIGN CATEGORY SEISMIC FORCE RESISTING SYSTEM DESIGN BASE SHEAR SEISMIC RESPONSE COEFFICIENT, Cs RESPONSE MODIFICATION FACTOR, R ANALYSIS PROCEDURE USED 85 MPH 1.15 SEWAGE TREATMENT FACILITY C 1.25 III Ss = 1.399, S, = 0.478 D S•s = 0.932 Sw = 0.485 D SPECIAL REINFORCED MASONRY SHEAR 2.0 KIPS 0.233 5.0 EQUIVALENT LATERAL FORCE WALLS FOUNDATIONS 1. THE FOUNDATION DESIGN IS BASED ON THE RECOMMENDATIONS IN REPORT NO. 05-071 BY PANGEO, INC., DATED JANUARY 12, 2010. UNLESS OTHERWISE INDICATED, FOUNDATION WORK SHALL BE PERFORMED IN ACCORDANCE WITH THIS REPORT. THE REPORT IS PART OF THIS PLAN AND SHOULD BE KEPT ON THE JOB SITE AT ALL TIMES. 2. FOUNDATION EXCAVATIONS SHALL BE EXAMINED AND CERTIFIED BY THE SOILS ENGINEER OR HIS REPRESENTATIVE PRIOR TO THE PLACEMENT OF ANY REINFORCING STEEL OR CONCRETE 3. SEE PROJECT SPECIFICATIONS AND THE FOUNDATION REPORT FOR MATERIAL AND METHOD OF COMPACTION AND BACKFILL. REINFORCING STEEL. 1. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60 UNLESS OTHERWISE NOTED. TIES AND STIRRUPS MAY BE GRADE 40 U.N.O. 2. LONGITUDINAL REINFORCEMENT IN FRAME MEMBERS AND IN WALL BOUNDARY ELEMENTS SHALL BE ASTM A706 OR ASTM A615, GRADE 60 WITH MILL CERTIFICATES VERIFYING THE FOLLOWING: A. ACTUAL YIELD STRENGTH DOES NOT EXCEED THE SPECIFIED YIELD STRENGTH BY MORE THAN 18,000 PSI. 8. THE RATIO OF ACTUAL ULTIMATE TENSILE STRENGTH TO ACTUAL YIELD STRENGTH IS NOT LESS THAN 1.25. 3 • ., ., ►.. /2:: r, • :2• 1, :•. 1.? AGAINST GROUND 3 FORMED, IN CONTACT WITH GROUND 2' SUSPENDED SLABS 1' 4, ALL REINFORCING STEEL SHALL BE LAPPED PER ACI 318 -08 CHAPTER 12 OR TWO FEET MINIMUM UNLESS OTHERWISE NOTED. ALL SPUCES SHALL BE LOCATED AS DETAILED. WHERE LAP OR SPLICE LOCATIONS ARE NOT SPECIFICALLY INDICATED. SPUCES SHALL BE WELL STAGGERED. 5. COMPLETE REINFORCEMENT PLACEMENT DRAWINGS PREPARED IN ACCORDANCE WITH AG 315 SHALL BE REVIEWED BY THE ENGINEER AND AVAILABLE ON THE JOBSITE PRIOR TO THE PLACING OF CONCRETE. 6. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82 AND A185. 7. ALL REINFORCEMENT TO BE WELDED SHALL CONFORM TO AST% A708. GRADE 60 AND AWS D1.4 (U.N.O.) 8. ANCHOR BOLTS, DOWELS AND OTHER EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE WITH ANNEALED IRON WIRE BEFORE CONCRETE IS POURED. CONCRETE 1. AU. CONCRETE UNLESS NOTED OTHERWISE SHALL BE REGULAR WEIGHT HARD ROCK TYPE (150 PCF). SIUCEOUS AGGREGATES (NATURAL SAND AND ROCK) SHALL CONFORM TO CHAPTER 19 OF THE 2003 IBC AND ASTM C33. NO CALCIUM CHLORIDE, OR OTHER DELETERIOUS SALTS OR ALUMINUM EMBEDMENTS ARE PERMITTED IN CONCRETE 2. ULTIMATE COMPRESSIVE STRENGTHS (AT 28 DAYS) SHALL Be FOUNDATION 3000 PSI WET WELL AND MANHOLE TOP SLAB 4000 PSI SLAB ON GRADE 3000 PS OTHER 3000 PSI 3. CEMENT SHALL CONFORM TO ASTM C150, TYPE 1 OR II. 4. CONCRETE EXPOSED TO THE ELEMENTS SHALL HAVE 5% PLUS OR MINUS 1% ENTRAINED AIR BY VOLUME, CONFORMING TO ASTM C260. 5. MAXIMUM SLUMP SHALL NOT EXCEED 4 INCHES IN FLATWORK. 6. PLACEMENT OF CONCRETE SHALL BE IN CONFORMANCE WITH ACT 301. CHAMFER ALL EXPOSED CORNERS % INCH. 7. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF FIVE (5) DAYS AFTER PLACEMENT. ALTERNATE METHODS WILL BE APPROVED IF SATISFACTORY PERFORMANCE CAN BE ASSURED. 8. KEYED CONSTRUCTION JOINTS SHALL BE USED IN ALL CASES. ALL CONSTRUCTION JOINTS SHALL BE THOROUGHLY CLEANED AND ALL LAITANCE SHALL BE REMOVED. ALL VERTICAL JOINTS SHALL BE THOROUGHLY WETTED AND SLUSHED WITH A COAT OF NEAT CEMENT IMMEDIATELY BEFORE PLACING NEW CONCRETE. 9. SUBMIT LOCATION OF POUR JOINTS PRIOR TO PLACEMENT. POUR JOINTS SHALL BE LOCATED TO MINIMIZE EFFECTS OF SHRINKAGE AS WELL AS PLACED AT POINTS OF LOW STRESS. CONSTRUCTION JOINTS IN CONTINUOUS BEAMS AND GRADE BEAMS SHALL OCCUR AT ONE -THIRD SPAN LENGTH. 10. PIPES OTHER THAN ELECTRICAL CONDUITS SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED. PR CAST CONCRETE 1. PRECAST CONCRETE SHALL BE DESIGNED, FABRICATED. AND ERECTED IN ACCORDANCE WITH THE PROVISIONS OF THE LATEST EDITION OF THE PCI DESIGN HANDBOOK. AS WELL AS THE PCI MANUAL OF STANDARD PRACTICE. ALL SUPPORTS FOR PRECAST SHALL BE DESIGNED SO THAT THERE IS NO TORSION ON THE SUPPORTING MEMBER. 2. ERECTION. SHORING AND BRACING SHALL BE DESIGNED AND SUPERVISED BY AN ENGINEER REGISTERED IN THE STATE OF WASHINGTON. ERECTION BRACING IS THE RESPONSIBILITY OF THE PRECAST CONCRETE SUBCONTRACTOR AND SHALL CONFORM TO ALL NATIONAL STATE AND LOCAL SAFETY ORDINANCES. ERECTION OF PREFABRICATED MEMBERS SHALL HAVE PROGRESSIVE BRACING DURING CONSTRUCTION. 3. ALL SHOP DRAWINGS AND CALCULATIONS SHALL BE BY THE CONTRACTOR AND SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY EMBEDDING ALL NECESSARY PLATES. ANCHOR BOLTS, ETC. 5. PRECAST CONCRETE STRENGTH AT 28 DAYS FOR PRECAST REINFORCED CONCRETE MANHOLE SECTIONS SHALL BE 4000 PS MINIMUM. 6. ALL PRECAST REINFORCED CONCRETE MANHOLE SECTIONS SHALL BE DESIGNED BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF WASHINGTON. SEE DRAWINGS FOR DESIGN LOADS. MANUFACTURERS DESIGN CALCULATIONS SHALL BEAR AN ENGINEERS STAMP AND SIGNATURE CONCRETE MASONRY 1. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90, GRADE N -I. 2. MORTAR SHALL CONFORM TO ASTM C270 -957, TYPE S. MINIMUM COMPRESSIVE STRENGTH OF MORTAR SHALL BE 2,000 psi. 3. GROUT SHALL CONFORM TO ASTM 0476 -91. GROUT ALL CFI' C UNLESS OTHERWISE NOTED. MINIMUM COMPRESSIVE STRENGTH OF GROUT SHALL BE 2,200 PSI. 4. CONCRETE MASONRY SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH EQUAL TO 1,500 PSI. 5. ALL CONCRETE MASONRY OPERATIONS SHALL BE DONE IN ACCORDANCE WITH THE PROVISIONS OF THE AG MANUAL OF STANDARD PRACTICE, LATEST EDITION. 6. THE THICKNESS OF THE GROUT BETWEEN BLOCK UNITS AND REINFORCING STEEL SHALL NOT BE LESS THAN K INCH. 7. IF WORK IS STOPPED ONE (1) HOUR OR LONGER, PROVIDE HORIZONTAL CONSTRUCTION JOINTS BY STOPPING THE GROUT 1 J4 INCHES BELOW THE TOP OF THE BLOCK. 8. SEE REINFORCING STEEL NOTES AND STANDARD DETAILS FOR REINFORCEMENT REQUIREMENTS. REINFORCING STEEL IN MASONRY SHALL BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. ALL REINFORCING SHALL 85 SUPPORTED BY ACCESSORIES TO PROPERLY LOCATE AND STABILIZE REINFORCEMENT PRIOR TO GROUT PLACEMENT. STRUCTURAL STEEL, 1. ALL STRUCTURAL STEEL ANGLE, PLATE AND BAR SHALL CONFORM TO ASTM A36. FABRICATION AND ERECTION SHALL BE IN CONFORMANCE WITH THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, LATEST EDITION. SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. 2. BOLTED CONNECTIONS SHALL BE WITH HIGH STRENGTH BOLTS, CONFORMING TO ASTM A325. ALL BOLTS SHALL BE TENSIONED IN ACCORDANCE WITH A325 AISC REQUIREMENTS. PUBLIC WORKS DEPT. •ENGINEERING •STREETS •WATER* SEWER •PARKS •BUILDING • By Date Designed XL 02/10 Drawn 1301 02110 checked 59S 02110 Proj Eng MLF 02/10 PrtDir - Field Bk: DAVID EVANS Q AND ASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Phone: 425.519.6500 WPM, 1. DIMENSIONAL FRAMING LUMBER SHALL BE DOUGLAS FIR -LARCH WITH A MAXIMUM MOISTURE CONTENT OF 19X. MEMBER GRADE AND BENDING STRENGTH SHALL BE AS FOLLOWS; STUDS AND PLATES (511.10 GRADE) Fb = 675 PSI JOISTS AND HEADERS (j2 GRADE) Fb = 900 PSI 2. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 3. CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE NAIUNG SCHEDULES FOUND IN THE BUILDING CODE WHERE NOT SHOWN OTHERWISE ON PLANS. ALL NAIUNG OR SCREWING SHALL BE AS INDICATED IN THE BUILDING CODE ALL SHEATHING OR GYP BOARD MUST BE NAILED OR SCREWED; ADHESIVES SHALL NOT BE USED IN PLACE OF NAIUNG. 4. CONNECTORS FOR WOOD CONSTRUCTION SHALL BE SIMPSON OR APPROVED EQUAL SIMPSON DESIGNATIONS FOR CONNECTORS ARE INDICATED ON PLAN. CONNECTORS SHALL BE INSTALLED PER MANUFACTURER'S REQUIREMENTS. 5. FABRICATED WOOD PRODUCTS (INCLUDING TRUSSES, JOISTS, BEAMS, ETC.) SHALL BE DESIGNED, FABRICATED, AND ERECTED BY THE SUPPLIER IN ACCORDANCE WITH THE APPROPRIATE REQUIREMENTS OF THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION ( *ITC), AMERICAN PLYWOOD ASSOCIATION (APA). 1RUSS PLATE INSTITUTE (IPI), AND THE BUILDING CODE IN THE CASE OF CONFLICTING DESIGN VALUES, THE MORE CONSERVATIVE VALUE SHALL BE USED. 6. PREMANUFACTURED WOOD TRUSS SUPPLIERS SHALL SUPPLY COMPLETE DESIGN CALCULATIONS AND ERECTION DRAWINGS TO THE ENGINEER. ALL DESIGN CALCULATIONS AND ERECTION DRAWINGS SHALL BE PERFORMED BY OR UNDER THE DIRECT SUPERVISION OF AN ENGINEER LICENSED TO PRACTICE IN 131E STATE OF WASHINGTON. ALL DOCUMENTS SHALL BE SEALED BY AN ENGINEER UCENSED TO PRACTICE IN THE STATE WHERE THE PROJECT I5 LOCATED. CALCULATIONS AND DETAILS SHALL REFLECT ALL DESIGN CRITERIA INCLUDING SNOW BUILDUP AT ROOF STEPS AND THE EFFECTS OF UPUFT PRESCRIBED IN THE BUILDING CODE 7. ERECTION DRAWINGS SHALL BE COMPLETE WITH ALL BRACING. BRIDGING. AND ANCHORAGE DETAILS FOR ALL BRACING, TEMPORARY OR PERMANENT. ALL CONNECTIONS NOT OTHERWISE SHOWN SHALL BE DESIGNED. DETAILED, AND HARDWARE SPECIFIED BY THE FABRICATOR. ELEMENTS SHALL BE DESIGNED SPECIFICALLY FOR THE HARDWARE SUPPUED. SPECIAL INSPECTIONS 1. SPECIAL INSPECTIONS SHALL CONFORM TO CHAPTER 17 OF THE 2006 INTERNATIONAL BUILDING CODE. REFER TO TABLES 1 THROUGH 5 FOR SPECIAL INSPECTION AND TESTING REQUIREMENTS. 2. SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY AN APPROVED ACCREDITED INDEPENDENT AGENCY MEETING THE REQUIREMENTS OF ASTM E329 (MATERIALS), ASTM D3740 (SOILS), ASTM C1077 (CONCRETE), AS111 A880 (STEEL), AND ASTM E543 (NON- DESTRUCTIVE). THE INSPECTION AND TESTING AGENCY SHALL FURNISH A COPY OF THEIR SCOPE OF ACCREDITATION TO THE DESIGN PROFESSIONAL SPECIAL INSPECTORS SHALL BE CERTIFIED BY THE BUILDING OFFICIAL WELDING INSPECTORS SHALL BE QUAUFIED PER SECTION 6.1.4.1.1 OF AWS D1.1. THE OWNER SHALL SECURE AND PAY FOR THE SERVICES OF THE INSPECTION AND TESTING AGENCY TO PERFORM ALL SPECIAL INSPECTIONS AND TESTS. 3. THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR COMPUANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. ALL DISCREPANCIES SHALL BE BROUGHT TO 115 IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, NOTED IN THE INSPECTION REPORTS, AND IF NOT CORRECTED, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGN PROFESSIONAL AND THE BUILDING OFFICIAL 4. THE SPECIAL INSPECTOR SHALL FU RNISH I NSPEC TI ON R EP OR TS F OR EA CH INSPECTION TO THE BUILDING OFFICIAL DESIGN PROFESSIONAL CONTRACTOR, AND OWNER. 1115 SPECIAL INSPECTION AGENCY SHALL SUBMIT A FINAL REPORT INDICATING THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED AND IS IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THAT ALL DISCREPANCIES NOTED IN THE INSPECTION REPORTS HAVE BEEN CORRECTED. HMPL A CE W TH �NFPA70 o NEC MAY 232011 City of Tukwila BUILDING DIVISION FEDERAL AID PROJECT NO. STPUL- 1041(003) SOUTHCENTER PARKWAY EXTENSION PUMP STATION NO. 11 STRUCTURAL NOTES RECEIVED MAY 13 2011 PERMIT CENTER CALL 48 HOURS BEFORE YOU DIG COMMON ALLIANCE X811 IL 3 IL ID } No. Date Revisions • uso1 154 • 257 Foe No. Tulu4001 usot d g Sole AS SHOWN Date 02/10 J TABLE 1 REQUIRED OEOTECHNICAL SPECIAL INSPECTIONS SYSTEM a MATERIAL INSPECTION REMARKS IBC CODE REFERENCE CODE or STANDARD RFFERDICE FREQUENCY Continuous Periodic SOILS VERIFY BEARING MATERIAL 1704.70 GEOTECHNICAL REPORT X X VERIFY THAT MATERIAL IS ADEQUATE TO ACHIEVE DESIGN BEARING CAPACITY VERIFY EXCAVATION DEPTH REINFORCING STEEL PLACEMENT X ACI 316 1.3.2C Ad 318 7.1 -7.7 PERFORM FILL MATERIAL CLASSIFICATION AND TESTING X X PLACEMENT OF CAST -IN -PUCE ANCHOR BOLTS FILL PLACEMENT AY COMPACTION X ASTI C143 X VERIFY PROPER SUBGRADE PREPARATION VERIFYING USE OF REQUIRED MIX DESIGN(S) X ACI 318 1.3.2.A Ad 318 CHAPTER 4 Ad 318 5.2 -5.4 TABLE 2 • REQUIRED STRUCTURAL SPECIAL INSPECTIONS SYSTEM or UATERIAL INSPECTION REMARKS IBC CODE REFERENCE CODE or STANDARD REFERENCE FREQUENCY Continuous Periodic FABRICATORS FABRICATORS 1704.20 IOC EVALUATION REPORT X X SPECIAL INSPECTIONS APPLY TO VERIFICATION OF DETMLED FABRICATION AND QUALITY CONTROL PROCEDURES INCLUDING REVIEW FOR COMPLETENESS AND ADEQUACY RELATIVE TO THE CODE REQUIREMENTS CONCRETE REINFORCING STEEL PLACEMENT PER GEOTECNNICAL REPORT ACI 316 1.3.2C Ad 318 7.1 -7.7 CONCRETE STRENGTH X ASTM C39 PLACEMENT OF CAST -IN -PUCE ANCHOR BOLTS 1704.4 1911.5 Ad 318 1.3.2.0 ASTI C143 X ALL BOLTS VISUALLY INSPECTED VERIFYING USE OF REQUIRED MIX DESIGN(S) 1704.4 1904 1905.2 -4 1913.2 1913.3 ACI 318 1.3.2.A Ad 318 CHAPTER 4 Ad 318 5.2 -5.4 UNIT STRENGTH X ASTI C140 CONCRETE PLACEMENT 1704.4 1905.9 -10 ACI 318 1.3.2.0 ACT 318 5.9 -5.10 X ASTM C1019 SUBMITTAL FOR EACH 5000 SF OF WALL PLACED EACH DAY CONCRETE CURING 1704.4 1905.11 -13 1913.9 ACI 3181.3.2.0 ACI 318 5.11 -13 ASTM C1314 X PARTIALLY GROUTED WALLS REWIRE A SET OF TESTS FOR BOTH THE GROUTED AND UNGROUTED CONDITIONS VERIFICATION OF IN -STU CONCRETE PRIOR TO REMOVAL OF FORMS AND SHORES FROM ELEVATED BEAMS AND SLABS 1704.4 1906.221 ACI 318 6.2 X FORMWORK SHAPE, LOCATION AND DIMENSIONS 1704.4 Ad 318 6.2 X • PLACEMENT OF EMBEDDED ITEMS IN PRECAST MEMBERS AFTER CONCRETE PLACEMENT 1704.40 Ad 318 16.7 X ERECTION OF PRECAST MEMBERS 1704.40 Ad 318 1.3.2E ACI 318 16.8 -9 X ALL CONNECTIONS VISUALLY INSPECTED REFER TO ANCHOR BOLT AND WELDING REQUIREMENTS MASONRY VERIFICATION OF SITE - PROPORTIONED MORTAR AND GROUT 1704.5.1 1704.5.2 1704.5.3 AO 530.1 2.6A X OBSERVATION OF REQUIRED PRISM PREPARATION IBC 2006 2105.2.2 IBC . 53 0.1 1 1 1.4 2105.3 3.4 X PLACEMENT OF MASONRY UNITS AND MORTAR JOINT CONSTRUCTION Ad 530.1 3.3B X VERIFICATION OF SZE AND LOCATION OF STRUCTURAL ELEMENTS AO 530.1 3.3G X ANCHORAGE OF MASONRY TO FRAMES, STRUCTURAL MEMBERS. AND DIAPHRAGIAS INCLUDING TYPE, SIZE, AND LOCATION OF ANCHORS Ad 530 1.22.E AO 530 2.1.4 ACI 530 3.1.6 X TYPE, GRADE, AND SIZE OF REINFORCING STEEL ACI ACI 1.13 ACT 530.1 2.4 ACT 530.1 3.4 % REINFORCING STEEL PLACEMENT Ad 530 1.13 Ad 530.1 3.4 Ad 530.1 3.6A X COLD/HOT WEATHER MASONRY PROTECTION IBC 2006 2104.3 I8C 2008 2104.4 AO 530.1 1.8C Ad 530.1 1.80 X VERIFYING USE OF REQUIRED GROUT MIX DESIGN Ad 530.1 2.68 X VERIFYING GROUT SPACE IS CLEAN PRIOR TO GROUTING Ad 530.1 3.20 X GROUT PLACEMENT Ad 530.1 3.5 X TABLE 2 - CONTINUED REQUIRED STRUCTURAL SPECIAL INSPECTIONS SYSTEN or MATERIAL INSPECTION REMARKS IBC CODE REFERENCE CODE or STANDARD REFERENCE FREQUENCY Continuous Periodic POST INSTALLED CONCRETE ANCHORS INSTALLATION 1703.4.2 1704.13.3 IOC EVALUATION REPORT X FILL IN -PLACE DENSITY SPECIAL INSPECTIONS APPLY TO ANCHOR PRODUCT NAME, TYPE, AND DIMENSONS. HOLE DIMENSIONS, COMPLIANCE 1N111 DRILL BIT ANCHOR, REQUIREMENTS. VE ANUNE EXPIRATION DAATE, HOLE AND ANCHOR ADHESVE INSTALLATION, ANCHOR DABEDMENT, AND TIGHTENING TORQUE WOOD FABRICATION OF PREFABRICATED REFER TO INSPECTION OF FABRICATOR STRUCTURAL ELEMENTS 1704.20 X REQUIREMENTS TABLE 3 REQUIRED TESTING for SPECIAL INSPECTIONS SYSTEM or MATERIAL TESTING REMARKS IBC CODE REFERENCE CODE or STANDARD REFERENCE FREQUENCY GEOTECHNICAL PREPARED SUBGRADE DENSITY 1704.7.1 ASTM 02922 OR ASTI 01556 PER GEOTECHNICAL REPORT FILL IN -PLACE DENSITY 1704.7.3 ASTM D2922 OR ASTM D1556 1708.30 PER GEOTECNNICAL REPORT CONCRETE CONCRETE STRENGTH 1704.4 1905.6 ASTM C39 EACH 150 CY NOR LESS THAN EACH 5000 SF OF SLAB OR WALL PLACED EACH DAY CONCRETE SLUMP ASTI C143 CONCRETE AIR CONTENT ASTM C231 CONCRETE TEMPERATURE ASTM C1064 MASONRY (UN T /GROUT STRENGTH METHOD OR PRISM STRENGTH METHOD) UNIT STRENGTH 2105.2.2.1.2 ASTI C140 SUBMITTAL FOR (6) UNITS PER EACH 50000 UNITS PRIOR TO CONSTRUCTION GROUT STRENGTH 2105.2.2.1.2 ASTM C1019 SUBMITTAL FOR EACH 5000 SF OF WALL PLACED EACH DAY PRISM STRENGTH 2105.2.2.2 ASTM C1314 (3) PRISMS PRIOR TO CONSTRUCTION AND (3) PRISMS FOR EACH 5000 SF OF WALL PLACED EACH DAY PARTIALLY GROUTED WALLS REWIRE A SET OF TESTS FOR BOTH THE GROUTED AND UNGROUTED CONDITIONS TABLE 4 REQUIRED (SPECIAL INSPECTORS for SEISMIC RESISTANCE SYSTEM or MATERIAL INSPECTION REMARKS IBC CODE REFERENCE CODE or STANDARD REFACE FREQUENCY Continuous Periodic MASONRY MATERIAL CERTIFICATES OF COMPLANCE 1708.10 X MANUFACTURER'S CERTIFIED COMPLIANCE REPORTS FOR MASONRY UNITS, MORTAR AND GROUT MATERIALS, REINFORCOAENT, ANCHORS, 11ES, AND METAL ACCESSORIES MATERIAL VERIFICATION OF REINFORCING STEEL USED IN SHEAR WALL BOUNDARY ELEMENT'S 1708.30 X CERTIFIED MILL TEST REPORTS WOOD CONNECTIONS FOR DIAPHRAGM CHORDS, COLLECTORS, BRACING, AND SHEAR WALL ANCHORAGE AND HOIDOWNS I % AU. CONNECTIONS VISUALLY INSPECTED TABLE 5 REQUIRED TE8TIN8 for 8E18MIC RESISTANCE SPECIAL INSPECTIONS SYSTEM or MATERIAL TESTING REMARKS IBC CODE EN REFERENCE CODE or STANDARD REFERENCE FREQUENCY MASONRY VERIFICATION TESTING OF MATERIALS IF CERTIFICATES OF COMPIJANCE ARE NOT AVAILABLE 1708.10 REVIEWED FOR COMPLIANCE WITH NFPA 70 - NEC MAY 2 3 2011 City of Tukwila BUILDING DIVISION RECEIVED MAY 13 2011 PERMIT CENTER CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 P LTBLIC WORKS LEFT_ •ENGINEERING * STREETS •WATER •SEWER •PARKS * BUILDING * By Designed Drawn Checked PnEN Nei Cir Field Bk # IXBL EXB BBS MIF Date 02/10 02/10 02/10 02/10 v a DAVID EVANS AND ASSOCIATES INC. 415 -118th Avenue SE Bellevue Washington 98005-3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL- 1041(003) SOUTHCENTER PARKWAY EXTENSION PUMP STATION NO. 11 STRUCTURAL NOTES J 3 IF u o- v No. Date_ Revisions US02 155 257 Fae No. TUKna00,_US02drp SHxle AS SHOWN Date 02/10 eREF T.O.S. EL 31.85 6" CONC. SLAB W/ #4 0 16" 0.C. EACH WAY CENTERED IN SLAB OVER 12" MINIMUM FOUNDATION GRAVEL 18" CONC. PAD W/ #5 0 12" O.C. EACH WAY CENTERED IN SLAB T &B, OVER 12" MINIMUM FOUNDATION GRAVEL THICKENED CONC. SLAB. SEE TYPICAL SECTION 12' -0" 8' -8" 10• -8" r REF T.0.S. EL 31.85 3' -2" )¢" PRE — MOLDED JOINT FILLER, TYP. • L 8 4. -4" eREF T.O.S. EL 31.70 GENERATOR UNIT TOP OF CONC. PAD EL 31.95 L J 1 cV REF T.O.S. EL. 31.70 —8" CONC. CURB 3. -4" 1' -4" 3 "0 x 2' -0" LONG RIGID GALVANIZED STEEL CONDUIT SLEEVE FOR BASE OF TELEMETRY POLE (2" RGS SUPPUED BY OWNER). ENCASE IN CONCRETE 12 "0 AND 3' -0" DEEP W/ TOP OF SLEEVE 1" ABOVE GRADE, SLOPE CONCRETE TO DRAIN (CONCRETE BASE TO BE INSTALLED BY THE CONTRACTOR), TYP. r THICKENED CONC. SLAB. SEE TYPICAL SECTION 6" CONC. SLAB W/ #4 0 16" 0.C. EACH WAY CENTERED ON SLAB OVER 12" MIN. FOUNDATION GRAVEL 8" CONC. CURB 0 1 —4" 8' -0" GATE BLOCKOUT 1• -4" 11' -4" FOUNDATION PLAN SCALE: 3/8" 1' -O• f 7. -4" DOOR BLOCKOUT 10' -0" io M 2x4 EXHAUST FAN SUPPORT FRAMING BETWEEN TRUSSES W/ U24 JOIST HANGERS AT EACH END 1' -10" x 2' -6" ATTIC ACCESS (%) APA RATED PLYWOOD SHEATHING W/ 8d NAILS 0 6" 0.C. EDGE NAILING AND 12" 0.C. FIELD NAILING 8' -8" RE EF T.O.S. EL. 31.87 0 REF T.O.S. EL 31.87 D 4" THICK CONC. LANDING W/ #4 0 16" 0.C. EACH WAY CENTERED IN SLAB OVER 12" MIN. FOUNDATION GRAVEL rilii11111111111111111 END rt TRtU55 END USS EXHAUST FAN SLOPE L_ J RIDGE SLOPE_ 1 6/12 1 1 1 I �1L mil NEHMERIBI I111111 END TRUSS 6/12 12" 1 2x4 OUTRIGGERS CO 24" 0.C. MAX. = 12' 12" ROOF FRAMING PLAN SCALE: 3/8° = 1' -0° 8" CMU WALL (TYP.) GUTTER (TYP,) WALL CONTROL JOINT, SEE DETAIL 8' -8" EXHAUST LOUVER LOCATED IN GABLE END. ABOVE TOP OF WALL 0 k r 1 r. 1 EXHAUST \\ 3' -8" 3 _8" FAN 0 Q ` CEILING, SEE SHEET 1— ® ` I 1 UM05 GENERATOR UNIT fl 8" CMU WALL (TYP.) 18' CMU WALL (TYP.) 8" CMU WALL (TYP.) WALL CONTROL JOINT, SEE DETAIL 1' -4" CMU WALL 8" CMU WALL (TYP.) 1' -4" CMU WALL 8' -0" GATE BLOCKOUT /1 \SEE DOOR SCHEDULE, SHEET USO6 LOCKING DOOR STOP 2. _.3. REVIEWED FOR COMPLIANCE WITH' NFPA 70 m NEC MAY 2 3 2011 City of Tukwila BUILDING DIVISION 8" CMU WALL (TYP.) B" CMU WALL (TYP.) D USO4 CMU WALL PLAN SCALE: 3/8' : T -0" NOTES: NOT ALL PENETRATIONS MAY BE SHOWN. COORDINATE NO., SIZE AND LOCATION OF STRUCTURAL PENETRATIONS W/ ELECTRICAL AND HVAC DRAWINGS. SLOPE FLOOR SLAB AS SHOWN ON FOUNDATION PLAN (GENERATOR ENCLOSURE ONLY) ALL UNGROUTED CELLS OF EXTERIOIR CMU WALLS SHALL BE FILLED WITH LOOSE FILL INSULATION. SEE LOUVER AND EXHAUST SCHEDULES ON HVAC FOR SIZES AND COMPONENT INFORMATION. DRAWING, SHEET Ecp. NED MAY 1.3 2011 PERMIT 0E CALL 48 HOURS BEFORE YOU DIG COMO ALLIANCE 811 PUBLIC WORKS DEPT. • ENGINEERING • STREETS • WATER • SEWER • PARKS • BUILDING • Designed Drawn Checked INI4 Eng Pro] D0 BY JAIL Bo s3S MLF Date 0110 o2no 02no 02110 Field Bk S DAVID EVANS ANDASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL- 1041(003) SOUTHCENTER PARKWAY EXTENSION PUMP STATION NO. 11 STRUCTURAL PLANS No. Date Revisions US03 156 257 Re No. neueornyuc4 a°y Scale AS SHOWN Date 02/10 z C • 5 METAL ROOFING eTOP OF CMU WALL EI.. 40.37 TELEMETRY ANTENNA AND MOUNTING POLE (OWNER FURNISHED) ATTACH MOUNTING POLE TO FACIA BOARD w/ GALV. STEEL PIPE CLAMP (FOR 3" DIA. PIPE) "ANVIL" FIG. 103 OR APPROVED EQUAL SPLIT FACE CMU AT GENERATOR ENCLOSURE TOP OF CMU WALL EL 38.20 SPLIT FACE CMU 31" POST HYDRANT, SEE DETAIL 2X" YARD HYDRANT, SEE DETAIL 4" THICK CONC. LANDING F.S. 31.63 REF F.F. 31.87 r L 6" CURB METAL ROOFING TOP OF CMU WALL EL 40.37 TOP OF CMU WALL, EL 38.35 AT GENERATOR ENCLOSURE SPLIT FACE CMU AT GENERATOR ENCLOSURE 6" CURB 0 F. F. 31.85 L.. — NORTH ELEVATION SCALE: 3/8" - 1' -O• C/L ANTENNA BASE 1 1 1 1 1 LOUVER IGFI 1 I 1 111111111 I 1 1 I 1 SOUTH ELEVATION SCALE: 3/8" = T -0" AT GENERATOR ENCLOSURE F.F. 31.85 3 "0 x 2' -0" LONG RIGID GALV. STEEL CONDUIT SLEEVE FOR BASE OF TELEMETRY POLE (2° RGS SUPPLIED BY OWNER). ENCASE IN CONCRETE 12"O AND 3' -0" DEEP w /TOP OF SLEEVE 1" ABOVE GRADE. SLOPE CONCRETE TO DRAIN (CONCRETE BASE TO BE INSTALLED BY CONTRACTOR) SPUT FACE CMU REF F.F. 31.87 4" THICK CONC. LANDING NOTE: SEE SHEET US05 AND USO6 FOR TYPICAL CMU REINFORCING. F.S. 31.63 RIDGE VENT, SEE DETAIL EXHAUST LOUVER METAL SIDING (TYP.) TOP OF CMU WALL EL. 40.37 SPLIT FACE CMU 6" CURB F.F. 31.87 /— TELEMETRY ANTENNA AND MOUNTING POLE (OWNER FURNISHED) ATTACH MOUNTING POLE TO FACIA BOARD w/ GALV. STEEL PIPE CLAMP (FOR 3" DIA. PIPE) "ANVIL" FIG. 103 OR APPROVED EQUAL 12 IIII�i�II�11::: 1111111!' REVIEW c� �, �.H �I NF91.70 - NEC MAY 2 3 2011 City of Tukwila BUILDING ��L� �+�Np� 118 DIVISION � - DOUBLE SWING GATE, SEE DETAIL CONCRETE CAP UNIT (TYP.) TOP OF CMU WALL EL 38.20 AT GENERATOR ENCLOSURE SPLIT FACE CMU AT GENERATOR ENCLOSURE 6" CURB REF F.F. 31.70 WEST ELEVATION CALE: 3/8" = 1' -O" SPLIT FACE CMU AT GENERATOR ENCLOSURE TOP OF CMU WALL EL. 38.20 1 1 1 1 1 1 1 1 111111 1 111111 1 1 1 1 1 1 1 i L 11111 1 1 1 1 1 1 I I 1 1 1 J \\ AT GENERATOR ENCLOSURE F.F. 31.85 3 "0 x 2' -0" LONG RIGID GALV. STEEL CONDUIT SLEEVE FOR BASE OF TELEMETRY POLE (2" RGS SUPPLIED BY OWNER). ENCASE IN CONCRETE 12.0 AND 3' -0" DEEP w/ TOP OF SLEEVE 1" ABOVE GRADE, SLOPE CONCRETE TO DRAIN (CONCRETE BASE TO BE INSTALLED BY CONTRACTOR) RIDGE VENT, SEE DETAIL METAL SIDING 3 SCORES PER BLOCK (TYP.) 12 DOUBLE DOORS SEE DOOR SCHEDULE, SHEET US06 Ir r _1 L EAST ELEVATION SCALE: 3/8° 1' -0" RECEIVED MAY 13 2011 P',tTCENTER TOP OF CMU WALL EL. 40.37 SPLIT FACE CMU LOCKING DOOR STOP F.F. 31.87 CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 P ZJBLIC' WORKS DEPT_ •ENGINEERING • STREETS •WATER • BEWER • PARKS' BUILDING • Designed Drawn Checked Proi Prot Dh Field Bk# BY JXBI. EKB 885 ALF Date 07110 02110 02/10 02/10 DAVID EVANS AND ASSOCIATES INC. 415 - 118t11 Avenue SE Bellevue Washington 98005-3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL- 1041(003) SOUTHCENTER PARKWAY EXTENSION PUMP STATION NO. 11 STRUCTURAL ELEVATIONS No. Date Revisions USO4 157 a 257 File No. /1/120001 us01e°p Scale AS SHOWN Date 02/10 J/ METAL ROOFING OVER 15 LB. ASPHALT PAPER OVER PLYWOOD SHEATHING PRE —FAB WOOD TRUSSES, SEE PLAN FIBERGLASS BATT INSULATION R -38 W/ VAPOR BARRIER INSULATION BAFFLE ROOF SHEATHING E.N. 2x RIPPED BLOCKING W/ 3 -2 )4'0 VENT HOLES 0 6" O.C. W/ INSECT SCREEN BETWEEN ROOF FRAMING. NAIL TO TOP PLATE W/ 16d TOE NAILS 0 8" O.C. (3 MIN.) 24 GA. GALV. METAL DRIP NAIL IN PLACE ON FASCIA AND ROOF SLOPE HEAVY DUTY RAIN GUTTER, SCREW IN PLACE #5 7 SLAB DOWELS, SPACE 0 16" O.C. AND LAP 3' -0" W/ SLAB REINF. #4 0 16" O.C. 12° MIN. FOUNDATION GRAVEL 1" MIN. CLEARANCE SYMMETRICAL rL EXHAUST LOUVER ` ----- 1� .:A►tlittJttttA TIM!" nt,►, a!•!•!•!•!.!•!�1341!+•!1I•!•!•% 71•!•!•11' r, /► a, IPi' 'III , :RP: NOTE: IF SLAB AND FOOTING ARE POURED SEPARATELY, CONTRACTOR SHALL PROVIDE A COLD JOINT WATER STOP AS DIRECTED BY ENGINEER. CONTINUOUS RIDGE VENT, SEE DETAIL O oo 2 — #5 CONT TOP & BOT. Iltitl•A• •Ultitit WI •Ul /ICI•I IIINIVI!•I•!•11fUI•111MI i.!, 12 %" EXTERIOR SOFFIT BOARD 1x6 FINISH BOARD 4x8 PRESSURE TREATED PLATE W/ W'0 ANCHOR BOLTS 0 32" O.C. EMBEDED 6" INTO CMU 2—#4 8' CMU WALL W/ #6 VERTS 0 48' 0.C. AND 2 — #4 HORIZ. IN BOND BEAM 0 48" O.C. MAX. SOUD GROUT ALL CELLS CONC. SLAB o.. {•" m" oo•' .O'soo �a�cao )f EXPANSION JOINT REINFORCED #4 0 16" O.C. #5 7 SLAB DOWELS, SPACE 0 16" 0.C. AND LAP 3' -0" W /SLAB REINF. 1' -0" i I/ #6J DOWELS SPACE TO MATCH VERT. WALL REINF., LAP 2' -6" MIN. FINISHED GRADE, SEE SITE PLAN FOR ELEVATION ocbocb 2 12" MIN. FOUNDATION oocpoo. GRAVEL o TYP. EDGE NAILING 2x OUTRIGGERS iD EL VARIES V'4x10 CEDAR FASCIA BOARD 2x6 BACK BOARD SOUD BLOCKING BETWEEN OUTRIGGERS METAL SIDING OVER 15# BUILDING PAPER OVER APA SHEATHING SECTION 1' -4" ROOF SHEATHING A34 FRAMING CUPS 0 24" 0.C. INSULATION 1x6 FINISH BOARD 4x8 PRESSURE TREATED PLATE W/ % "0 DIA. ANCHOR BOLTS 0 32" 0.C. EMBEDED 6" INTO CMU SCALE: 3/4' : 1.-0" °o:Flo• 2' RIGID INSULATION ALL AROUND EXTERIOR PERIMETER 2 —#5 CONT TOP & BOT. z cV #5 7 SLAB DOWELS, SPACE 0 16" 0.C. AND LAP 3' -0" W/ SLAB REINF. 2 — #5 CONT. TOP & BOT. 12" MIN. FOUNDATION GRAVEL I0I 1111 I►l�l k� �r= #4 0 16" 0.C. L J2 PERFORATED ANGLE 1)¢ "x 5)4" 4" MIN. RIDGE VENT CAP FASTENER 0 16" 0.C. METAL ROOFING FASTENER 0 24" 0.C. NEOPRENE CLOSURE REVIEWED gun COMPLIANCE WITH NFPA70 -NEC MAY 2 3 2011 City of Tukwila BUILDING DIVISION CONCRETE CAP ATTACHED TO CMU W/ EPDXY GROUT B' CMU WALL w/ #6 0 48" O.C. VERT. AND 2 —#4 IN BOND BEAM 0 48" O.C. MAX. SOLID GROUT ALL CELLS REINFORCED CMU WALL SECTION SCALE: 3/4' : 1' -0' (AT ENCLOSURE) NO. 15 ASPHALT SATURATED FELT PLYWOOD SHEATHING BLOCKING BETWEEN PRE —FAB WOOD TRUSSES 2 x FLAT BLKG (TYP.) ROOF SHEATHING E.N., SEE PLAN PRE —FAB WOOD TRUSSES NOTE: PROVIDE END CAPS FOR RIDGE VENT PER MANUFACTURERS SPECIFICATIONS. RIDGE VENT DETAIL SCALE: 3' = 1' -0' 12 ROOF SHEATHING PRE —FAB WOOD TRUSSES SIMPSON A34 CLIPS 0 24" 0.C. (TYP. AROUND PERIMETER) TYP. EDGE NAILING 2x BLOCKING SIMPSON Ht CLIP 0 EACH END OF TRUSS TYPICAL SECTION AT RIDGE SCALE: 1' = T -0' 4x8 PRESSURE TREATED PLATE W/ % "0 ANCHOR BOLTS 0 32" 0.C. EMBEDED 6 " INTO CMU ECE VE MAY 13 2011 PE Y ",ITCE CALL 48 HOURS BEFORE YOU DIG COMON GROUND 811 PUBLIC WORKS DEPT_ •ENGINEERING* STREETS • WATER •SEWER * PARKS• BUILDING * Designed Drawn Checked PI Eng BY JI03L rtes wF Date 02/10 02/10 02/10 02/10 Prof DO Field Bk DAVID EVANS Q ANA) ASSOCIATES INC. 415 -118th Avenue SE Bellevue Washington 980153518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL- 1041(003) SOUTHCENTER PARKWAY EXTENSION PUMP STATION NO. 11 STRUCTURAL SECTIONS No Date Revisions u ■ USa5 158 257 File No.1ucrnootuseseq Scale AS SHOWN / Date 02/10 J )4" EXPANSION JOINT MATERIAL w/ 1" DEEP ELASTOMERIC JOINT SEALANT CONCRETE FLOOR TRIM BARS EXTEND 2' -0° MIN. BEYOND OPENING EDGES. REINFORCING TO MATCH TYP. FLOOR REINFORCING BUT NOT LESS THAN #4 BARS. PIPE FLOOR PENETRATION DETAIL SCALE: N.T.S. MASONRY UNIT BOND BEAM w/ (2) #4 CONT. HORIZONTAL, AT 4' -0" VERTICAL AND AT TOP OF WALL CORNER BARS MAY BE USED INSTEAD OF BENDING HORIZONTAL BARS WALL 'TEE" INTERSECTION MASONRY UNIT BOND BEAM w/ (2) #4 CONT. HORIZONTAL AT 4' -0" VERTICAL AND AT TOP OF WALL CORNER BARS MAY BE USED INSTEAD OF BENDING HORIZONTAL BARS CORNER TYPICAL C.M.U. WALL REINFORCING STEEL SCALE: N.T.S. TOP OF WALL iiaireigiiiirsilliiiiWaliiiiii =IIMI=INIIIMIM u11111laIMILIENIIMi1111111l11111liz HIMINIIM11I•=R•I•111111iI•iN FLOOR WALLS CEIUNG BASE NORTH SOUTH EAST WEST TITLE LI Mi! MIMI MIMI 111111111 FIN. =MU FIN. MATL FIN. 1111M1 HINDI MAIL EIRiiila B 'AMU Diiiiiiiii II■IMI MATL. uMI ELECTRICAL ROOM !I•IM! PROVIDE (1) #6 HEIIH I'm PTS HRH IN FIRST VOID EACH SIDE OF OPENING. I>•t1 fltlfl CMU nom!' EXTEND FULL WALL PTS HEIGHT CONTROL JOINT ON TRUE VERTICAL UNE, CAULK EA. SIDE ELEVATION FILL WITH GROUT BLDG. PAPER OR ASPHALT EMULSION PAINT ONE SIDE iJ�T/ri /I�i�i %r`� �I�i /�Trri VERTICAL BAR, SAME SIZE AS TYPICAL VERT. REINF. PLAN STOP ALL HORIZ. REINF. 2" CLR. OF CONTROL JOINT GENERAL NOTES: 1. BOND BEAM, BARS TO BE CONT. THRU JOINT. 2. MAXIMUM SPACING: 30' -0" OC UNLESS NOTED OTHERWISE. WALL CONTROL JOINT TYPICAL C.M.U. WALL DETAILS SCALE: N.T.S. (2) #5 IN LINTEL BEAM. EXTEND 24" PAST OPENING. BEND REINFORCEMENT WHERE LAP CANNOT BE ACHIEVED BOND BEAM w/ (2) #4 HORIZ. CONT. ® 48" 0.C. & AT FLOOR/ROOF LEVELS AND TOP OF WALL DOWELS TO MATCH VERT. REINF. WALL FOOTING (2) #5 BARS IN UNTEL BEAM. EXTEND 24" PAST OPENING. SECTION A -A PROVIDE (1) #6 IN — FIRST VOID EACH SIDE OF OPENING, EXTEND FULL WALL HEIGHT SECTION B-B PROVIDE & INSTALL EQUIPMENT ANCHOR BOLTS PER MFR. RECOMMENDATIONS 1" NON- SHRINK GROUT (UNLESS NOTED OTHERWISE BY MFR.) Li as 0J UEn GENERATOR FRAME (VFY. W/ MFR.) SEE ELECTRICAL DWGS. NOTE: COORDINATE WITH ELECTRICAL FOR CONDUIT LOCATIONS )4" PRE - MOLDED JOINT FILLER (TYP.) #5 0 12" 0.C. EA. WAY, TOP AND BOTTOM, HOOK TOP BARS ® EDGES DOOR ANCHORS (3 PER JAM) IN CONCRETE FILLED C.M.U. CONCRETE MASONRY UNITS 2 "x X. RAIN DRIP FLASHING CAULK BOTH SIDES H. METAL FRAME H. METAL DOOR WEATHER SEAL REVIEWED rur COMPLIANCE ECTh NFPA7o 12" MIN. FOUNDATION MATERIAL GENERATOR PAD DETAIL SCALE: N.T.S. MAY 2 3 2011 ROOM MATERIAL AND FINISH SCHEDULE IBM ROOM FLOOR WALLS CEIUNG BASE NORTH SOUTH EAST WEST TITLE MATL FIN. MAIL. FIN. MATL FIN. MAIL. FIN. MAIL RN. MAIL FIN. MATL. FIN. ELECTRICAL ROOM CONC CSH CMU PTS CMU PTS CMU PTS CMU PTS ESB PTS N/A N/A GENERATOR ENCLOSURE CONC CSH CMU PTS CMU PTS CMU PTS CMU PTS N/A N/A N/A N/A CONC - CONCRETE CSH - CONCRETE SURFACE HARDENER PTS - PAINT TO SURFACE CMU - CONCRETE MASONRY UNIT ESB - EXTERIOR SOFFIT BOARD JAMB - PLAN 0 0 z 0 0 cc o 0 0 o D 0 0 CONCRETE MASONRY UNITS GROUT FILL JAMB (TYP.) CAULK BOTH SIDES H. METAL FRAME H METAL DOOR HEAD - ELEVATION ALUMINUM THRESHOLD, SECURE IN PLACE TO CONCRETE AS PER MANUFACTURER'S REQUIREMENTS DOOR DETAIL SCALE: 1 1/2' WEATHER SEAL STEEL DOOR x w 0: 0 0 0 DOOR BOTTOM SEAL CONCRETE —!y~ ' FOUNDATION SILL - ELEVATION. CONC. CURB ]3 DIVISIO DOOR SCHEDULE No. MATERIAL SIZE x THICKNESS TYPE FRAME SIZE HARDWARE GROUP REMARKS 0 H. METAL 2(3'- 6 "x7' -0 "x1 3/4 ") DOUBLE DOOR PASSAGE 7 3/4" 6 GA. HW1 PAINT FINISH PROFIELD �LOCATEDC NNPAVEMENTSTOP PUBLIC WORKS DEPT_ *ENGINEERING* STREETS * WATER * SEWER * PARKS* BUILDING • Designed Drawn Checked Prol Eno BY £X L EKB 085 IAF Date 02110 07110 02/10 02/10 Pro] Bk Reid Bk S DAVID EVANS AND ASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Phone: 425.519.6500 ES..IJ E VED MAY 13 2011 FEDERAL AID PROJECT NO. STPUL-1041 17- P1 SOUTHCENTER PARKWAY EXTENSION PUMP STATION NO. 11 STRUCTURAL DETAILS CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALUANCE 811 No. _Date Revisbrks USO6 159 a 257 Rle No tucn0om_vs09Aq Scale AS SHOWN Date 02110 w a rn N I 0 6" O.C. BOT. 12' -0 "0 (I.D.) PRE -CAST _\�� WET WELL 0 6" O.C. BOT. ,,-- - -- -�` / �. \ ,� / /� // / / / / 1 1 ■� • �\ ■:r i '1 ��: -,42" _,� C.O. 1 11 \ 11'\ \ • \\ 1 '; -`I. ` 1 et r- 1 i 11 �- ,...---i. ti •. - 1 1 1 �< - 1- ; i i I1 �-- t 1 I. ��' '1 -i 1 i o/ 11 1 1 1 L . - ``� �`� r----1f/ L -1+ I i I I 1 / / — 1 1 1 I 1 1— i i I I �m i i% 42" x 98" C.O. ACCESS HATCH 18° THICK CONCRETE PAD 1 1 1 1 \ \ \\ \\ \ \\ 4-------------- I 1 `\ 1 -`4} � 1 1 11 ' 1 tx1TiJi 7111- \ - -1 / // \ \ 11 — - -11 / HOIST MOUNT SLEEVE ( "UCL ADVANCED HOIST SYSTEM" OR EQUAL) 20" x 12° FIBERCRETE CABLE CHANNEL WET WELL TOP PLAN STRUCTURAL SECTION SCALE: 1/2" : T -0" 6' -0" (2) ADD'L. #6 0 6" 0.C., BOT. 12" THICK CONC. TOP SLAB (2) ADD'... #6 0 6" 0.C., BOT. 36" x 42" C.O. ACCESS HATCH c4, INFLUENT MANHOLE TOP PLAN STRUCTURAL SECTION SCALE: 1/2° : T -0" #4 0 12" 0.C. EA. WAY T &B ADD'L. #6 0 6" 0.C., BOT. 1' -0" LAP MIN. (TYP.) TYPICAL REINF. #4 0 12" O.C., T &B, EA. WAY 36" SQ. ACCESS HATCH HOIST MOUNT SLEEVE ("UCL ADVANCED HOIST SYSTEM" OR EQUAL) ADD'L (3) #6 0 6" 0.C. BOT. 3' -0" (2) #6 CORNER BARS 0 6" 0.C., T &B REV1EWEU rUr COMPLIANCE WIT H NFPA 70 a NEC MAY 23 2011 City of Tukwila BUILDING DIVISION L 6 x 6 x% x 0 " -5 "0 2 -0" 0.C. W/ (1) % "0 S.S. ANCHOR BOLT, EMBEDED 7)¢" MIN. W/ HIL11 HIT -RE 500 -SD ADHESIVE in 12" 1X" FINISHED GRADE, SEE SITE PLAN, SHEET UCO3 r - -� 1 I I I Imo' 1 1 U I T.O.C. 31.70 12' -0 "0 PRE -CAST RISER RINGS ASTM C -478 PRE -CAST CONCRETE FORM TO MATCH PRE -CAST 0 -RING GASKET OR GROUTED JOINT (0 -RING SHOWN) WALL MOUNT LADDER W/ 2" FLAT BAR TREADS AND SIDE RAILS W/ OWNER SUPPUED LADDER -UP ATTACHMENT SHORT SLOTTED HOLE FOR % "0 S.S. BOLT W/ NUT AND WASHER EMBEDED 6" MIN. -q 1 i 112" CONCRETE SLAB W/ #6 0 12" O.C. EACH WAY 3" CLR. • #5 0 12" THREADED DOWELS MAINTENANCE PLATFORM AND RAILING, SEE DETAILS ON SHEET US08 TOP OF PLATFORM EL 13.50 _,_,RECE E " MAY 13 2011 #5 0 12° DOWELS W/ THREADED MECHANICAL COUPLER # 60 12" E.F.E.W. CSR BOTTOM OF WET WELL EL 4.50 UNDISTURBED SOIL r... ... :, ...... . 411 111` K111L- �4`Iwner- z�`f- z4`1mAKIN� = MPt.:4`ke_deb - cif - ODNO`f- �`f-zO, #3 0 12" I-•- 1.-6" 1' -6" CUTTING SHOE DETAIL (OPnoNAL) SCALE: N.T.S. WET WELL STRUCTURAL SECTION SCALE: 1/2" : T -0" (2) MATS #5 0 12" 0.C. EA. WAY T &B, (3" CL.) CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 PUBLIC WORKS Z.7EP T. • ENGINEERING • STREETS •WATER •SEWER • PARKS • BUILDING • Deskined Drawn Cnedced P BY A03L EKB LEF Date 02/10 02/10 02/10 02/10 PIO Field Bk v a DAVID EVANS AND ASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL- 1041(003) SOUTHCENTER PARKWAY EXTENSION PUMP STATION NO. 11 STRUCTURAL DETAILS No. Date Revis(as US07 160 257 Foe Na n,KACODi usw °y Scale AS SHOWN Date 02/10 J C/L WET WELL r \ 12' DIA. — WET WELL INTERIOR WALL ullu,e�, IIII!�iIIIIIII(ii�.!ee.. IIIIIIIIIIIIIIIIIIIIIIii�!11. IIIIIIIIIIIIIIIIIIIIIIIIIIII .!1. IIIIIIIIIIIIIIIIIIIIIIIIIIII rib IIIIIIIIIIIIIIIIIIIIIIIIIIIIii i! Il�;i, iIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIII�1 IIIIIIIIIIIIIII A11N IIIIIIIIIII�1, IIIIIIIIIIIIIIII"''"''l:::111l HIE' IIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIII UIIHP ' JIIIIIIIIIIIIIIIIIIIIIIIIIIIIIi uuuIW4dIIIIIIIIII IIIIIIIIIIIIIIIII IIIIIIIIIiuiI IIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII III(I IIoIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIId' IIIIIIIIIIiiili6xZ4 FRP III!1' IIIIIIIIIIIIII WIDE FLANGE J ' IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII !ii' IIIIIIIIIIIIIIIIIIIIIIIIIIIL!i �' IIII IIIIIIIIIIIIIIIIII!!� IIIIIIIIIIIIII!P"' MAINTENANCE PLATFORM FRAMING PLAN SCALE: 1/2 = r -O' (4) 96° 0 STAINLESS STEEL HILTI KWIK BOLT II (TYP.) 4° EMBEDMENT GALV. STEEL L3x3xY° RADIUS TO MATCH WET WELL C/L WET WELL NON— SHRINK GROUT FRP PL. 12x12x %' (TYP.) FRP L 234x2Y'4x36x4J¢° (Y4° EACH FACE BEAM TO WALL CONNECTION SCALE: 3' 6xY4 FRP WIDE FLANGE (TYP.) W0 SST. BOLTS (2) PER ANGLE FACE CONNECTION • ° i . e:..• EQUAL. EQUAL EQUAL EQUAL V. - I 74° GAP (MAX.) '° N in I "1 �.../.......— FRRPxSQUARE TUBE RAIL AND POST (TYP.) o -1 % v ' °. :. :' a cr MODULAR FRP HANDRAIL w/ KICK PLATE _ I I 111 11111111111111111111111111111 111111 11111111111111111111111111 11111111111111 111111111111111111 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 0 : • • ... . . J......„....--- WET WELL WET WELL—................. WALL WALL 2Yx3fe° SQUARE TUBE FRP POST SHOP FILL BOTTOM 10° OF POST WITH RESIN STIFFENER RAIL PANEL FRONT ELEVATION SCALE: r-0' • r-0' CONTINUOUS FRP KICK PLATE Ji° MAX. 2- FRP POLTRUDED GRATING w/ STAINLESS STEEL CUPS z111111111111111111111 11 at��i■ r`'. �1 _v — 60'.. FRP WIDE FLANGE (TYP.) 2)(018° FRP SQ. TUBE SPACER (2) REQ'D AS SHOWN (2) 96 °e SST. BOLTS GUARDRAIL CONN. SECTION SCALE: 3' • r 0' WET WELL INTERIOR WALL 2° FRP POLTRUDED GRATING w/ STAINLESS STEEL CUPS GALV. STEEL L 3x3x0.25 RADIUS TO MATCH WET WELL INTERIOR % "0 STAINLESS STEEL HILTI KWIK BOLT II (TYP.) 4° EMBEDMENT ANGLE TO WALL CONNECTION SCALE: 3• • r-0' REVIEWty rur, COMPLIANCE Wil h NFPA 70 - NEC MAY 2 3 2011 City of Tukwila BUILDING DIVISICw E E1VED MAI132011 ;ITCETE CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 1908 PUBLIC` WORKS DEPT. • ENGINEERING • STREETS*WATER • SEWER • PARKS•BUILDI NG • DesIgned Drawn Checked BY BCB ,Orel LEF PEng Date Gann 02)10 02)10 02)10 Pro( Dir Field 8k # v a DAVID EVANS AND ASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005 -3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL- 1041(003) SOUTHCENTER PARKWAY EXTENSION PUMP STATION NO. 11 STRUCTURAL DETAILS - 2 7 ID } F No. Data Revisions US08 161 257 Fie No. T18rPa001_IJS0M* Scale AS SHOWN Date 02/10 HILT1 SST. ANCHOR BOLTS AT EA. END, 2° EMBEDMENT, DOUBLE NUT (TYP.) CONC. WET WELL 14" x 8" x 36" SST METAL PLATE SST L 6" x 4' x NI" 1" NON— SHRINK GROUT CONNECTION TO WET WELL WALL, 8 PUMP (P13C jARG E�� .s. s. PLAN VIEW SST L 6 "x4 "x%" ANGLE BRACKET N 1/4 V 0 f X°0 HILT1 SST ANCHOR BOLTS AT EA. END, 2" EMBEDMENT (TYP.) WELD 6' L TO 14 "x8 "x%" SST METAL PLATE N 1 END SECTION STANDARD SST U —BOLT ANVIL" FIG. 137 ANGLE CONNECTION DETAIL SCALE: N.T.S. NON— SHRINK GROUT AS NECESSARY PUMP BASE (BY PUMP MFGR.) CONCRETE BASE ANCHOR DETAIL 12" x 3/4" HILTI SST KWIK BOLT D 304 PROVIDE LEVELING NUT (9" MIN. EMBEDMENT) SCALE: N.T.S. 3'; CONNECTION ZURN Z -1385 4" A.C. PAVEMENT 32.00 0 8" CRUSHED ROCK (Ye-co W/ GEOTEXTILE FABRIC 2 C.F. OF SELECT 1 X" GRAVEL 3'4" 90' BEND WATER TO B.F.P. FOR LOCATION SEE SHEET UCO3 NON - FREEZE POST HYDRANT SCALE: N.T.S. NOTES: 1, INSTALL GAUGES AS SHOWN ON X. DOUBLE STRAP PIPE SADDLE. 2. ALL PIPING SHALL BE THREADED SST SCHEDULE 80. Y2" SST BALL VALVE (NORMALLY CLOSED) 2" x 2 )f HOSE THREADS, BRASS INSERT W /CAP AND CHAIN MAINGUARD 2" BLOW —OFF HYDRANT CRUSHED ROCK UNDISTURBED EARTH OR THRUST BLOCK 2° BRASS STREET "L" NOTE: POST HYDRANTS SHALL BE NON — FREEZING, SELF DRAINING TYPE WITH A 3' BURY. THESE HYDRANTS WILL BE FURNISHED WITH A 2" FIP INLET, A NON— TURNING OPERATING ROD, AND SHALL OPEN TO THE LEFT. ALL OF THE WORKING PARTS SHALL BE OF BRONZE —TO— BRONZE DESIGN, AND BE SER4CABLE FROM ABOVE GRADE WITH NO DIGGING. THE OUTLET SHALL ALSO BE BRONZE AND BE 2 —X" NST. HYDRANTS SHALL BE LOCKABLE TO PREVENT UNAUTHORIZED USE AS MANUFACTURED BY KUPFERLE FOUNDRY CO. ST. LOUIS, M0, OR APPROVED EQUAL. (0 -100 PSI) GLYCERIN FILLED PRESSURE GAUGE )4" DIAM. BRASS NIPPLE SST DIAPHRAM SEAL N. TEE DRIP LEG X" SST BALL VALVE (NORMALLY OPEN) 3" LONG x X" I.D. SST PIPE NIPPLE, TYP. PRESSURE GAUGE DETAIL SCALE: N.T.S. PUBLIC WORKS DEPT_ •ENGINEERING • STREETS •WATER •SEWER •PARKS • BUILDING • Designed Dram Checked Ple) En9 PmJ Dir By J4G EKB SBS AMY Data 02/10 02/10 02/10 02/10 Field ek r _ WDAVID EVANS AND ASSOCIATES INc. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Phone: 425.519.6500 YARD HYDRANT SCALE: N.T.S. %" SST "ANVIL" U —BOLT, FIG. 137 RE` ED FOH COMPLIANCE WITH NFPA70 -NEC MOUNT 3' -6" FROM FLOOR NOTES: 1. HOSE RACK SHALL BE WELDED 2. %" EXPAN. ANCHORS TO BE NO. 8 GA. STEEL PLATE. USED FOR WALL MOUNTING (GALV. AFTER FABRICA11ON) (GALV. ALL NUTS & BOLTS) MAY 2 3 2011 WALL MOUNT HOSE RACK SCALE: N.T.S. SST 4' BOLT (2) (2" AIR VALVE) 2" x Y4 STL. STRAP (GALV.) DOUBLE HEX NUTS METAL HOOK (2) -0 VAULT WALL Y♦" HILT1 SST KWIK BOLT II EXPANSION ANCHORS U -BOLT DETAIL SCALE: N.T.S. (AT AIR VALVE) STAINLESS STEEL PLATE WITH HOOKS DETAIL SCALE: N.T.S. FEDERAL AID PROJECT NO. STPUL- 1041(003) SOUTHCENTER PARKWAY EXTENSION PUMP STATION NO. 11 MISCELLANEOUS DETAILS - 1 METAL HOOK (2) SST 12 "x 6 "x Y4 METAL PLATE SST Ya' BOLT (2) RECO/ D MAY 13 2011 CENTER J 3 IL IJ } F CALL 48 HOURS BEFORE YOU DIG COMMON GROUND ALLIANCE 811 No. Date Revisions UD01 162 257 File No. nat40001 uoot.e.0 Seale AS SHOWN Date 02/10 %" MIN. WIRE ROPE. PROVIDE SECURE END ATACHMENT AT CORNER & GATE POSTS; PROVIDE RUNNING ATACHMENT AT EACH LINE POST AND NEAR CENTER OF EACH FENCE PANEL 4" END, GATE OR CORNER POST STRETCHER BAR SET POSTS IN POURED IN —PLACE CONCRETE AGAINST UNDISTURBED OR COMPACTED EARTH CONCRETE FOOTINGS EXISTING GROUND CORNER POST NOTES: 1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND PRIOR TO FABRICATION. 2. ALL WELDS SHALL BE COMPLETED IN THE SHOP AND BE A MINIMUM Y4" THK. E70 ELECTRODES. 3. SPECIAL INSPECTION REQUIRED FOR FABRICATED METAL WALL ANCHORS, FIELD WELDING, REINFORCED CONCRETE, AND ANTENNA TOWER BASE. IF TOWER BASE IS PRECAST CONCRETE, SPECIAL INSPECTION IS NOT REQUIRED. 4° 0.D. GATE POST UNE POST NOTES: 1. UNE POSTS — 2 V 0.D. 3.65 #/FT 2. CORNER POSTS — 2 %" 0.D. 5.79 # /FT 3. TOP RAILS — 1 %" 0.D. 4. HOT DIP GALV. THROUGHOUT 5. 10' MAX. POST SPACING TYPICAL 10' FENCE SECTTION WITH SLATS SCALE: N.T.S. 18' 6. 3 N x 5 3" MESH 9 GAUGE BLACK VINYL COATED WOVEN WIRE FABRIC W/ BLACK SLATS. 7. BRACE RAILS ARE LOCATED ONLY AT CORNER AND GATE POSTS. 8. BOTTOM TENSION WIRE 9. BLACK PVC SLATS N FiriArigei / / ' `;I DROP LATCH NOTE: INSTALL CHAIN LINK FENCE TYPE, DOUBLE SWING GATE WITH FOREST GREEN SLATS. 18' DOUBLE SWING GATE WITH SLATS 2° I.D. x 18" GALV. PIPE SCALE: N.T.S. (AT DRIVEWAY) 2" MAX. CLEAR FILL WITH CONCRETE 4" STRIPES 3" [(3 PLACES) WHITE REFLECTIVE TAPE 6" DIA. STEEL BOLLARD PAINT W/ YELLOW ENAMEL 3 )f x Y4" STEEL BAND, WELD TO POST SLOPE CONCRETE AWAY V DIA. x 2 )¢" ROD WELDED E.S. 2 REQUIRED %" GALV. STEEL "U" WELDED TO BOLLARD (2 PER BOLLARD) 4 ;° 3 )¢" CONCRETE BASE CONTROL BUILDING 8" CMU WALL (TYP.), SEE SHEET US03 8" LONG GALV. CHAIN, ATTACH TO BOTTOM "U ". RECESS TO BE FLUSH WITH A.C. PAVEMENT 3" CRUSHED ROCK 2' -0" a 6 Y2" DIA. 10" LONG STEEL SLEEVE REMOVABLE STEEL BOLLARD SCALE: N.T.S. 2" TRANSITION COUPLING - (COMPRESSION x SOCKET) TYP. DAYLIGHT DRAIN 2" WATER SERVICE 11'— 4" 4" 0.D. GATE POST 2" 0.D. GATE FRAME GENERATOR ENCLOSURE 8" CMU WALL (TYP.), SEE SHEET US03 PROVIDE "PADLOCKABLE" LATCH FOR GATES ATTACH GATE POST TO CMU WALL W/ SST. STRAP, 2 PLACES (TYP.) GENERATOR —' 1.2` I.D. x 18° CONC. PAD GALV. PIPE NOTE. INSTALL CHAIN LINK FENCE TYPE, DOUBLE SWING GATE WITH BLACK PVC SLATS. 8' DOUBLE SWING GATE SCALE: N.T.S. (AT GENERATOR) 2" REDUCED PRESSURE BACKFLOW PREVENTOR, "FEBCO" MODEL NO. 825Y OR APPROVED EQUA FIBERGLASS INSULATED ENCLOSURE, HOT BOX" # HB2S OR APPROVED EQUAL s BACKFLOW PREVENTER DETAI SCALE: N.T.S. 120V ELECTRICAL GFCI OUTLET FOR HEAT TAPE UNISTRUT SUPPORTS (2 PLACES) 5' -0" x 2' -2" x 4" THICK CONC. PAD W/ #3 ®12" O.C. FROM ELECTRICAL PANEL BOARD 2° COPPER TO YARD HYDRANT o�J.�YS c, y ._1908 PUBLIC WORKS DEPT_ •ENGINEERING• STREETS • WATER •SEWER •PARKS • BUILDING • Designed Drawn Checked PrcJ Eng Prof Dir BY JAG EKB sas !Alf Date 0110 02/10 MHO 02/10 Field Bk d DAVID EVANS AND ASSOCIATES INC. 415 - 118th Avenue SE Bellevue Washington 98005-3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL- 1041(003) SOUTHCENTER PARKWAY EXTENSION PUMP STATION NO. 11 MISCELLANEOUS DETAILS - 2 REVIEWED rum COMPLIANCE WITH NFPA70 -NEC MAY 2 3 2011 City of Tukwila BUILDING DIVISION RECEIVE`' MAY 132011 PIT REF CALL 48 HOURS BEFORE YOU DIG COMMON GROUND LLLIANC ALLIANCE EE 811 No. Date Revisions 257 , File No. TuxA ootuo zn y Sale AS SHOWN Date 02/10 O____________� 4444444400040•• ____�. __. 00040004000000 .00000000000000.00000 ___O___________ 440000040______ 4404 •p�•�•�l• •j• 00000000000000•' 00000000000000 .00000 / "•■ ■ ■1:... _________ _0_440 4040040___________•'i- i 40000000000000000000000000000OOI III > pOpOpOp0pOp4pOp0p�pOp0pOpOp4, 4p0p4p4p4p0p0p4p0p4p0p4p0p0p4 , -Op00I 'j' ''I ,j1�1,;'I OpOp4p4p4p0p4p4p4p0p4p4p4p4p4, 4p4p4p4p4p4p4p4p4p0p0p4p0p4p0 ,p4`I,III1 '1�' '' 1 ' ,'�1' oopp000poDOOpo •o00oop0000popo•o�' Op> pOpOp4pOp4p4pOp4p0p0p4p0p0 4p4p0p4p4p0p4p4p4p4p4p4p4p4p4,: ;..... �- 4pOp�p4p4popOp�p4p�pOp4p4pOp4. ,40000000000000000000000000000• 1'..'.1',111�1 11111 111 11 Op4�p4p4popop4pop4popopOpOp4. 4p4p4p0p�pOp4p4p4papopOp4p4p0,. 111111111111111 l i 1 00000000000000•00000000000000• 00000000000000 - 00000000000000 1'�.1��11i1�111j11111 00000000000000 000040004400001 � 00000000000000.00000000000000• � i ‘p�p�pOp�p�p�pOp4pOp�p�p�p�p�. .�O�0�0�0�0�0�0�0�0�0�0P0• j'11111111111 1 11 '1111111111111 ''040'000'0' 04020' pe pO pO p4 p4 ,4p4p4p4popapQpap�p�p4p�p�p�pO. • 00000000000000 •I- 00004000400044' �'i1I1i"i'"1�',, 'j __00______0___________________ _p_p_ 00000 _p_p_pOp_pp_p•.- •�••I "0000 000000000000000000 O • 000000000 ••• �. 00700000000 SLAM LOCK (TYP. ALL COVERS) UFT SPRING UFTHANDLE (TYPICAL ALL THREE COVERS) 101" 0.D. UFT SPRING UFT SPRING 0 inIn 32' 32" A.O. 1' FIXED BAR 98" FRAME OPENING 32" 1" FIXED BAR SPRING ASSISTED ALUMINUM DOOR FRAME AND DOORS SIDE HINGED DOORS W/ RECESSED UFT HANDLE PYRAMID PATTERN ALUMINUM FRAME SUPPORT ARM FOR 90' LOCKING LOCKING LATCH ASSEMBLY W/ %" PENTAHEAD BOLT CLEAR OPENING (W X L) LEAF OPTIONS LOCATION 8' -0" x 3' -0" 2 LEAF DRAIN CHANNEL VALVE VAULT 8' -0" x 3' -0" (2 LEAF) HOLD OPEN ARM W/ GRIP HANDLE CUT OUT PORTION OF ACCESS HATCH FRAME TO AUGN W/ FIBERCRETE TRENCH OPENING, SEE SHEET UM06 8" 1 8" M i. 8" TOTAL UNIT HEIGHT SPRING ASSISTED ALUMINUM DOOR (TYPICAL) STAINLESS STEEL SLAM LOCK SINGLE LEAF STYLE DRAIN CHANNEL ALUMINUM FRAME STYLE "42 "x98" FLET —HD —SH ACCESS HATCH, AS MANUFACTURED FOR ITT FLYGT CORP. OR APPROVED EQUAL. MATERIAL SHALL BE 6061 —T6 ALUMINUM FOR BARS, ANGLES, AND EXTRUSIONS. 1/4" DIAMOND PLATE SHALL BE 5086 ALUMINUM. ALL HARDWARE TO BE STAINLESS STEEL ALL COVERS SUPPUED WITH RECESSED SLAMLOCK AND RECESSED PADLOCK CUP. UNIT DESIGNED HEAVY DUTY, FOR H -20 WHEEL LOADS, WHERE NOT SUBJECT TO HIGH DENSITY TRAFFIC. ANGLE FRAME AND BEARING PLATE MUST BE CAST INTO AND SUPPORTED BY CONCRETE. EACH GRATE SHALL BE SUPPLIED WITH A HEAVY DUTY, STAINLESS STEEL PNEU— SPRING, FOR EASE OF OPERATION WHEN OPENING COVER. EACH COVER /GRATE OPENS INDEPENDENT OF THE OTHER, ALLOWING SERVICE TO AN INDIVIDUAL PUMP WITHOUT OPENING ALL COVERS. EACH DOOR AND GRATE SHALL BE EQUIPPED WITH A GRADE 316 STAINLESS STEEL HOLD OPEN ARM. DOOR /GRATE SHALL LOCK OPEN IN THE 90 DEGREE POSITION. UNIT SUPPUED WITH HINGED SAFETY GRATES TO AID IN FALL PREVENTION AND UNAUTHORIZED ENTRY. ANGLE FRAME SHALL BE OF EXTRUDED ALUMINUM WITH A CONTINUOUS 1 )¢" ANCHOR FLANGE. ANGLE FRAME SHALL BE A MINIMUM OF Y4" THICK. EACH COVER SHALL BE EQUIPED WITH A STAINLESS STEEL UFT HANDLE. THE UFT HANDLE SHALL BE FLUSH WITH THE TOP OF THE Y. DIAMONF PLATE. CLEAR OPENING (W X L) LEAF OPTIONS LOCATION (3) 3' -0" x 3' -0' SINGLE DRAIN CHANNEL VALVE VAULT & FLOW METER VAULT (1) 3• -0' x 3' -6" SINGLE — INFLUENT MANHOLE 3' -0' x 3' -0' AND 3' -0' x 3'-6" NOTES: FRAMES DESIGNED TO BE CAST IN CONCRETE. FINISH: ALUMINUM LOADING: DESIGN SUITABLE FOR 300 LBS /SF IN OFF— STREET LOCATIONS WHERE NOT SUBJECTED TO TRAFFIC. OPTIONS: DRAIN CHANNEL WITH 1 )V" THREADED DRAIN COUPLER FOR PIPE CONNECTION. STAINLESS STEEL HARDWARE RECESSED PADLOCK CUP ALUMINUM ACCESS HATCHES SCALE: N.T.S. 36" x 36 "' ACCESS HATCH Full 180' Open ' ACCESS HATCH SEE SHEET UM01 FOR ACTUAL LOCATION 36° x 96" ACCESS HATCH 8 —TON UFT ANCHOR (4 PLACES IN TOP) 36" x 36" ACCESS HATCH SEE SHEET UM01 FOR ACTUAL LOCATION SEE SHEET UM01 FOR ACTUAL LOCATION NOTE: 1. CONTRACTOR IS RESPONSIBLE FOR SUPPLYING CRANE TO SET AND ASSEMBLE VAULT. 9' -2" 2. PRECAST VAULTS SHALL BE " UTIUTY VAULT CO. HANSON PIPE & PRODUCTS" OR APPROVED EQUAL. 3. ACCESS HATCHES SHALL BE PROVIDED BY L.W. ' PRODUCTS" 12" DIA. SUMP - (LOCATED AS REQUIRED) x 16' -11° VAULT SCALE: N.T.S. 5/8" DIA. INSERT (2 PLACES IN TOP) SPRING ASSISTED ALUMINUM DOOR W/ RECESSED PAD LOCKABLE HASP RECESSED UFT HANDLE (2) — 2 —TON UFT ANCHORS 3• -0" LONG GALVANIZED "C" CHANNEL (1 EACH WALL) GALVANIZED PULL/UFT IRON (1 EACH WALL) 7• -0" DIA. 4' -10" 4'-10 ��. SUMP i ( "UTILITY VAULT" 507 LA) 4' -10" x 4' -10" VAULT SCALE: N.T.S. (FLOW METER VAULT) OPENING FOR 4" VENT, SEE DETAIL NOTE: REVIEWED run COMPLIANCE WITh NFPA70 o NEC MAY 2 3 2011 City of Tukwila BUILDING DIVISION 1. CONTRACTOR IS RESPONSIBLE FOR SUPPLYING CRANE TO SET AND ASSEMBLE VAULT. 2. PRECAST VAULTS SHALL BE " UTIUTY VAULT CO. HANSON PIPE & PRODUCTS' OR APPROVED EQUAL 3. ACCESS HATCHES SHALL BE PROVIDED BY "L.W. PRODUCTS" :ECE ED MAY 13 2011 _ r CENTER CALL 48 HOURS BEFORE YOU DIG COMMON ANCEUND X811 PUBLIC WORKS DEPT_ *ENGINEERING * STREETS * WATER * SEWER * PARKS * BUILDING * Drawn Checked P E PDk BY JAG B03 080 MIF Date 02110 02/10 02/10 02/10 Field Bk W DAVID EVANS Q AND ASSOCIATES INC. W 0 415 - 118th Avenue SE Bellevue Washington 98005-3518 Phone: 425.519.6500 FEDERAL AID PROJECT NO. STPUL- 1041(003) SOUTHCENTER PARKWAY EXTENSION PUMP STATION NO. 11 MISCELLANEOUS DETAILS - 3 No. pate Redskins 164 FileN°.twoo01 ixxrod■g Scale AS SHOWN Date 02/10 r T ' • PLAN REVIEW /ROUTING SLIP • ACTIVITY NUMBER: EL11 -0425 DATE: 05 -13 -11 PROJECT NAME: CITY OF TUKWILA SITE ADDRESS: SOUTHCENTER PY - MINKLER TO 180 ST X Original Plan Submittal Response to Correction Letter # Response to Incomplete Letter # Revision # After Permit Issued DEPARTMENTS: wilding 'vision Public Works Fire Prevention Structural Planning Division Permit Coordinator n DETERMINATION OF COMPLETENESS: (Tues., Thurs.) Complete Comments: Incomplete DUE DATE: 05-17-11 Not Applicable n Permit Center Use Only INCOMPLETE LETTER MAILED: Departments determined incomplete: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: LETTER OF COMPLETENESS MAILED: TUES /THURS ROUTING: Please Route Structural Review Required REVIEWER'S INITIALS: nNo further Review Required DATE: n APPROVALS OR CORRECTIONS: Approved Notation: Approved with Conditions DUE DATE: 06 -14 -11 Not Approved (attach comments) REVIEWER'S INITIALS: DATE: Permit Center Use Only CORRECTION LETTER MAILED: Departments issued corrections: Bldg ❑ Fire ❑ Ping ❑ PW ❑ Staff Initials: Documents/routing slip doc 2 -28 -02 Contractors or Tradespeople lier Friendly Page 1 Electrical Contractor A business licensed by L &I to contract electrical work within the scope of its specialty. Electrical Contractors must maintain a surety bond or assignment of savings account. They also must have a designated Electrical Administrator or Master Electrician who is a member of the firm or a full -time supervisory employee. Business and Licensing Information Name Phone Address Suite /Apt. City State Zip County Business Type Parent Company TOTEM ELECTRIC OF TACOMA INC 2533835022 Po Box 1093 Tacoma WA 98401 Pierce Corporation UBI No. Status License No. License Type Effective Date Expiration Date Suspend Date Specialty 1 Specialty 2 278043550 Active TOTEMET315BS Electrical Contractor 1/10/1969 9/30/2011 General Unused Electrical Administrator INFORMATION License STEPHM'101CC Name STEPHENS, MARK A Status Active Business Owner Information Name Role Effective Date Expiration Date JARDEEN, RICHARD E 01/01/1980 STEPHENS, JOHN R 01/01/1980 STEPHENS, MARK A 01/01/1980 STEPHENS, SCOTT B 01/01/1980 STEPHENS, JOHN R Agent 01/01/1980 Bond Information Page 1 of 1 Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond Amount Received Date 2 TRAVELERS CAS & SURETY CO 081S103483688BCM 12/26/2000 Until Cancelled $4,000.00 10/31/2000 Assignment of Savings Information No records found for the previous 6 year period Insurance Information No records found for the previous 6 year period Summons /Complaint Information Summons and Complaints are not filed with the department for this contractor type Warrant Information Warrants are not filed with the department for this contractor type https: // fortress .wa.gov /lni /bbip /Print.aspx 05/24/2011