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HomeMy WebLinkAboutSWP272850LETTER OF TRANSMITTAL To: Renton City Hall 5" Floor, Surface Water Utility 1055 South Grady Way i Renton, WA 98057 Attention: Daniel Carey Date: 1/10/2008 Subject: N 26th Street/Park Place N. As Built RECEIVED Job No. 1 07528. 10 CITY OF RENTON Transmitted Via: ❑X US Mail ❑ Courier ❑ Hand - We are sending you the following: Attached ❑ Under separate cover Shop Drawings ❑ Prints ❑X Plans ❑ Samples ❑ Copy of Letter ❑ Change Order ❑ FedEx ❑- Specification Copies Date No. Description 2 1/11/2008 N 261h Street/Park Place N. Storm As Built THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Approved as noted [Y] As requested ❑ For review and comments ❑ For Recording Remarks: Signed: Ben Ehrich Copy To: Daniel Carey, City of Renton If enclosures are not as noted, please notify us at once PACE � X❑ For your use ❑ Returned for corrections 1601— 2nd Ave, Ste. 1000 Phone: 206.441.1855 —7 From the offices of PACE Engineers, Inc. Seattle, WA 98101-3511 Fax: 206.448.7167 q— / 7- os' Roth Hill Engineering Partners, LLC RothHill LETTER OF TRANSMITTAL To: Daniel Carey, PE City of Renton 1055 South Grady Way Renton, WA 98055 Please find: ® Herewith via: Delivered 2600116"' Avenue NE, Suite 100 Bellevue, Washington 98004 Tel. 425.869.9448 800.835.0292 Fax 425.869.1190 Date: September 19, 2005 Client: City of Renton Contract No: SW P-27-2850 Project No: 0015.00013 Subject: Park PI N Storm COPIES DATE NO. DESCRIPTION 2 9/13/05 Topographic Surveying Hardco ies (Signed) THESE ARE TRANSMITTED as checked below: As requested ® For your file ❑ Approved as noted For review and comment ® For your information ❑ Returned for corrections For approval ❑ Approved as submitted ❑ Resubmit copies REMARKS: Dan, Here are two copies of the stamped and signed survey per your request. Let me know if you have any questions. SEP 19 2W COPIES: file SIGNS . Cv F:\0015\00013\Project Management A24285\Corresp\Owner\Dan rikVl'aligor I C/ Carey_091905_ejw_1dtr_Survey Hardcopies.dcc r E I E-':� �-�` Roth Hill Engineering Partners, LLC R o t h H i l l 3 ii f- 2600 116t" Avenue NE, Suite 100 AUG Bellevue, Washington 98004 CI_I_ Y OF REN I `Dig:. Tel. 425.869.9448 LETTER OF TRANSMITTALTI� 1TY.�vs? .xis 425.869.1190 Fax 425.869.1190 To: Daniel Carey, PE Date: August 9, 2005 City of Renton Client: City of Renton 1055 South Grady Way Contract No: SWP-27-2850 Renton, WA 98055 Project No: 0015.00013 Subject: Park PI N Storm Please find: E Herewith via: US Postal COPIES DATE NO. DESCRIPTION 1 PSE Gas Utility As Built 1 PSE Power Utility As Built 1 Comcast Cable Utility As Built 1 Qwest Telephone Utility As Built THESE ARE TRANSMITTED as checked below: As requested E For your file ❑ Approved as noted For review and comment E For your information ❑ Returned for corrections For approval ❑ Approved as submitted ❑ Resubmit copies REMARKS: Daniel, Per your request, here are copies of the utility as built drawings that we obtained as part of our research for this project. Please let me know if you have any questions. COPIES: file SIGNS F:\0015\00013\DESIGIJ\Design #24284\Dan Carey_080905_ejw_trltr_Utility Records.doc k WaIigors E OLD 45( 1 :7 L Lj - -'N 26TH S T LLI N 2z i�- E- 2? pT ORS BW A. N 27 CT b� d 4 � 26, o� by K4� \ N Z6 S7, 5 v�B itvn �+l ` N 26 S1 � s l Y n f J� o \ m b These records reflect approximate locations and do not reflect actual locations of facilities. There may be other facilities present that are not depicted on these records. Call for locates before digging. N a NE 24 ST II II NE 24 Si af1� Owest CONFIDENTIAL AND PROPRIETARY INFORMATION. DISCLOSED TO GOVERNMENTAL AGENCY PURSUANT TO LAW. NOT TO BE DISCLOSED BY GOVERNMENTAL AGENCY TO ANY THIRD PARTY WITHOUT WRITTEN AUTHORIZATION BY Owest. r/da the ! ht Qwest. 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EL 398.2 N 36"IE 392.44 REMOVE ex.N : S 36" IE=393.23 REMOVE ex.S S 8" IE=396.7 : S 48"IE 392.27 = = N 18' IE=394.10 : : : NEW N 36" IE=392.44 ......---NEW-S--36"-aE=393:23 ......:.............. .......... .--- .............. :...... t4EW-"N--- :8"..IE=396.4:------------------- :...... : lwdmmlwi ELEC FOR SIGN : IN AREA __.........................:...................:------------. ---........------.:...................:....... Loc..Unk ...................:.....---.. GAS. = .... p h Loc appx W 400 : : Loc ¢ppx ot : unk :o 15 LF 8"DI ® 0.020 FT/FT CORE DRILL HOLE IN EX CB=2 :........... :------ ....... ......:................ ..:........ ...:400- ...... 3 fI U . 10/19/06 INSPECTION O = L 18" PIPE ENDS; - REMOVE EX 36"CMP,TALL ____ 8": DI PIPE GROUNTED INTO: :..................:..................:....... :.....NEW _ 69_ tF, 36"CPEP �_.0,01.1 FT/FT.... :.......... :....... ....... : �.390. CHECKED FOR COMPLIANCE TO CITY STANDARDS RONALD J. STRAKA Date 6 29 10 ROBERT HANSON Date 6/30/10 MIKE STENHOUSE Date 6/30/10 RECOMMENDED FOR APPROVAL By DANIEL CAREY 6/29/10 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. GENERAL NOTES: A. THIS PLAN DEVELOPED FROM PLANS AND ELEVATIONS IN CITY FILES. NOT SURVEYED. LOCATIONS MAY VARY. REF: TED-40-3029 HIGHLANDS PROFESSIONAL PLAZA TED-40-2150 THE ORCHARDS N R-2727 DUVALL AVE NE IMPRVMTS/HIGHLAND MARKET PLACE B. CONTRACTOR SHALL INSTALL EROSION CONTROL, INCLUDING FILTER FABRIC V PROTECTION FOR DOWNSTREAM CATCHBASINS. C. TRENCH PATCH SHALL BE PER CITY STD PLAN 110 ►, _► TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT. D. SEE TRAFFIC CONTROL BID ITEM FOR WORK HOURS AND CONDITIONS. CONSTRUCTION NOTES: (DREMOVE EX SD, ENLARGE OPENING IN CB AS NEEDED FOR NEW PIPE. O PROTECT SEWER/SIDESEWER FROM DAMAGE. O3 DO NOT BLOCK DRIVEWAY. NO PARKING IN MEDICAL BUILDING PARKING LOT. NO MATERIAL STORAGE ON PROPERTY AND EASEMENT. ® MAINTAIN ACCESS LANE (20' MIN) TO DAY CARE PARKING LOT AT ALL TIMES. DO NOT BLOCK SIDEWALK ACCESS FROM NORTH. NO PARKING IN DAY CARE PARKING LOT. NO MATERIAL STORAGE ON PROPERTY AND EASEMENT. EASEMENT MAY BE USED FOR TEMPORARY STORAGE ONLY DURING WORK DAY. ALL EXCAVATIONS SHALL BE FILLED OR COVERED WITH STEEL PLATES AT THE END OF EACH WORKING DAY. iJ5 REMOVE CONIC RAMP AND CURB. REPLACE WITH NEW CONIC CURB AND SIDEWALK. © TESC PROTECTION: CATCH BASIN PROTECTION, FILTER FABRIC FENCING, ETC. SEE STD DETAILS 214, 216.2, 216.3. 70 PROVIDE TEMP. STORMWATER BYPASS FOR EX. 36" PIPE DURING CONSTRUCTION. TYPICAL TRENCH BEDDING AND BACKFILL (NTS) TRENCH EXCAVATION PAY LIMIT 7'-0' MAXIMUM FA SEE DETAIL FOR PAVEMENT PATCH 1;7r BACKFILL MATERIAL WSDOT SECTION 9-03.19 BANK RUN GRAVEL, OR NATIVE MATERIAL IF IT MEETS SPECS. PIPE ZONE MATERIAL WSDOT 2006 SECTION 9-03.12(3) GRAVEL BACKFILL FOR PIPE ZONE BEDDING NEW UTILITY PIPE EXCAVATION OF UNSUITABLE SOIL (IF NEEDED) DEPTH AS APPROVED BY ENGINEER BACKFILL WITH FOUNDATION MATERIAL MEETING WSDOT SECTION 9-13.6 QUARRY SPALLS NOTES 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 95% MAXIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. POWER; Loc appx --A: = 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE THAT THE = - 2 4" OND FLOW LINE IS MAINTAINED. - = CROSSING OVER EX, 36" CMP "I. M WA syF CAUTION - � " POWER' 'TO - -IiMEDICAL � OFFICE ................................................ - HAND DIG TO EXPOSE CONDUITS 1 Wp�t's�r� ee U`�c��' eK 36" CrIP, cw+ by e,��u,,,�,.. :............ . 0 1 /B GAf Lr��, tit "�v'7/���, ova• o>r ek. 36`', �F DO NOT CUT OFF POWER TO OFF10E �� 11.%� IB InSLhl�e� htw 9N tol� $10��^ 1'1'la„rf G,.d Mtw „ 9er»�✓In� C�Y. CQn�. A.,�l cMp lO�e �'0/��/(v k,� le, .3+i"�/�G/�� Str✓.cc t� uvC V1cv 3b CPrP z 9l, $ l- ytl�u Puihk % Gal �eryccvU.,d t�ndcr CX• AMP, �awor Ca C�.w�IJetj ii CroJl xxxxx P!,•,, a .} �. r r � ;ia. , r :r `fk1, !i r l,l/,a a,rr ? i�"C Pet,, �01 AL ADDM #1 CITY WILL REMOVE LUMINAIRE POLE DWC 7/6/1 DWC suwErm: SCAM As Noted vEffncw: NAVE) �eae H0RIZOWAL NAD 1983�'99' C I TY 0 F DESIGNED• ORIGINAL PLAN STAMPED DWC AND SIGNED 6/30/10 owc ONE INCH BY: ONALD J. STRAKA cHEcum� �T �� DATUM PE# 29727 RJs, �wc IF WT ONE INCH EXPIRES 10/16/11 NO. REVISION BY DATE APPR Gov RJS scaE ACCORDINGLY 2 Ima _K RENTON Planning/Building/Public Works Dept. 6-29-10 DUVALL AVE NE / #483PAGE- STORM SYSTEM REPAIR D DwnwING No. 1 sHEEr: — oF:4 _F Dj-33�0 s 3 10 j 2 z C'T MJ N CL U) PROFILE ALONG NEW PIPE LINE SCALE HORIZ: 1 "= 10' --------- *...... ............................... .--------- ............. . .......... ....... ................... ....... ........ .......... YERT ... .............. ................... ................... ........... REMOVE WOOD FENCE AND NEIGHBORHOOD :SIGN NEIGHBORHOOD SIGN - STORE, RESTORE AFTER CONSTRUCTION Location Ap.px : EX SDMH :...... = :......... =:...................:.............. :.......... :PWR,_T4E,..CABLE..?..............:.. ....................RIM...;,EL.399,...................................:................ ::...................:...................:.....----..........:...................: :REBUILD SLOPE 2H:1V (MIN) : : :LOC UNK N 24 CMP 1 391.6 ADJUST TO PIT LOCATION,. SEE DETAIL: : E 24"CMP IE 391.6 NEW E 24" IE=391.6 FIBER OPTIC t 4' DEEP S 24"CMP It 391.6 = CONC. €NEASa C o ✓e lr - 6" GAS C8 -TYPE-1I..48"..AND..OY.ERFLOW.. GRATE :........... :......... 1.�"W...:. DEPTH_ -AP'X. : _ ................: : :.... — 400 SEE: DETAIL, REVIEW LOCATION WITH DEPTH APPX _ : CITY POTHOLE RESULTS :- 8/7/09 CITY: BEFORE PLACING CB = = : SDMH 24" IE :391.59 = CULVERT 24" INLET IE :392.6 ° = GAS 6" TOP EL :395.1 = ° ATER 12» .DIP . : DE39-5- ..........BRIC.-BARRIER-II__SEE. DETAIL .......:......................... .........------------------------- :-....... ...................:.......... = _ _ _ 0 :FIBER OPTIC CONC---BAND. .TOP"39�7.86.. - 395 n BOTTOM 396.45 : C �� dues l0' 4� �t 6ptt �✓ : - Co I C MATCH EX CULVERT = = r, : :IE-392.6 ...... :.................. ................ :................ ------.......--- 1 - - V:.. 0 :....3.9.4.�.....................................:...................:..........E�C.24-":CMP-----.......-_-----..............:.0..---- -----_--------- 2 �pOTHOLE.........................: - - 390 IE-392.6 : 8"SS - - : Est IE=389.25 REMOVE EX 24"EMP, INSTALL : : : = 60 LF 24"CPEP 0 0.017 Ff/FT = ADJUST LENGTH : AS NEEDED : : :.................=................... :................... =................................................ ......--------....._ ......... . :..... :................ :.....-----........................_...........:.........:......,.:.:...:-..:.:.....=.......-------------.............. rAhV 8-2 Ll 0, 8S I it+a new 2,4 S� glfWj a (a lower ��a, 6AS, g WAS re / AA 1 2 (� I�� ! '-c, 12 U .� � C I ^ 1 • � 1 C. C C ✓7 h � c �(� b P /� � � Vi l� C RECOMMENDED FOR APPROVAL BY DANIEL CAREY 6/29/10 ,G REVISION DESIGNED: DWC DRAWN: DWC CHECKED: RJS, DWC APRJS As Noted ONE I INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERnCA- NAVD 1983 HORIZONTAL: NAD 190/1"1 DATUM CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 EXISTING UTILITY LOCATIONS ARE APPROXIMATE, NOT ALL UTILTIES MAY BE SHOWN. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES. GENERAL NOTES: A. THIS PLAN DEVELOPED FROM PLANS AND ELEVATIONS IN CITY FILES. NOT SURVEYED. LOCATIONS MAY VARY. REF: TED-40-2956 THE VINEYARDS SUBDIVISION TED-40-1600 UNION AVE PLANS B. CONTRACTOR SHALL INSTALL EROSION CONTROL, INCLUDING FILTER FABRIC PROTECTION FOR DOWNSTREAM CATCHBASINS. C. TRENCH PATCH SHALL BE PER CITY STD PLAN 110 TYPICAL TRANSVERSE PATCH FOR FLEXIBLE PAVEMENT. D. SEE TRAFFIC CONTROL BID ITEM FOR WORK HOURS AND CONDITIONS. CONSTRUCTION NOTES: 10 REMOVE EX SD PIPE, ENLARGE OPENING AS NEEDED FOR NEW PIPE. �2 POTHOLE TO IDENTIFY UTILITY DEPTH, POTENTIAL CONFLICTS. O3 RESTORE CURB, GUTTER, SIDEWALK PER CITY DETAIL DRAWINGS. ADJUST SIDEWALK AND TYPE 2A RAMP AS NEEDED TO MATCH EXISTING. ® TESC PROTECTION: CATCH BASIN PROTECTION, FILTER FABRIC FENCING, ETC. SEE STD DETAILS 214, 216.2, 216.3. INSTALL FILTER FABRIC FENCE IN FRONT OF CONSTRUCTION AREA. PUMP WATER AROUND FILTER FABRIC AND CULVERT AS NEEDED. @5 PROVIDE TEMP STORM WATER BYPASS FOR EX 24" PIPE DURING CONSTRUCTION. TYPICAL TRENCH BEDDING AND BACKFILL (NTS) TRENCH EXCAVATI❑N PAY LIMIT 5'-0' MAXIMUM 1 SEE DETAIL FOR PAVEMENT PATCH BACKFILL MATERIAL WSDOT SECTION 9-03.19 BANK RUN GRAVEL, OR NATIVE MATERIAL IF IT MEETS SPECS. PIPE ZONE MATERIAL WSDOT 2006 SECTION 9-03.12(3) GRAVEL BACKFILL FOR PIPE ZONE BEDDING NEW UTILITY PIPE EXCAVATION OF UNSUITABLE SOIL (IF NEEDED) DEPTH AS APPROVED BY ENGINEER BACKFILL WITH FOUNDATION MATERIAL MEETING WSDOT SECTION 9-13.6 QUARRY SPALLS NOTES 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT PIPE ZONE MATERIAL TO 95% MAXIMUM DENSITY EXCEPT DIRECTLY OVER PIPE WHERE COMPACTION WILL BE HAND TAMP ONLY. 4. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE THAT THE FLOW LINE IS MAINTAINED. T- CI TY OF RENTON Planning/Building/Public Works Dept. UNION AVE NE/NE5th CT STORM SYSTEM REPAIR FINAL DATE: 6/18/10 FIELDBOOK: PAGE DRAWING NO: 3 SHEET: OF: - 4 31114161 V