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HomeMy WebLinkAboutzS-3930SetT I I I 1 1 1 I w I w J 1 II it w II 1 II DC CDoil 11 II 1 Q _ 1 O O ��_ - _ SSMH 666 RIM=36.01 22" ER C E-W CENTER CHANNEL=27.66 _ - - - - - - - - - 8' PVC S IE=28.36 NORTH H-STREET----c - 0 - - O ;_ l _ 1-� -_- -_--_-_ _ _ Lj C4.1 "------- %�ESHEET --- -WATER PLAN ................ .... -----w - w----- w -----w-- = = = = = = = i III 45; LECTRICAL VA T, SEE LECTRICAL PLANS, SHEET I J ull \ E 1 AND E102CD NINa> �� ❑ I I II 7\7 I I II u III IG FIRE LANE - NO PP. SSMH 4174 RIM-v .ti8 8" PVC N-S CENTER CHANNEL=29.03 1 �, 1 �I I 1i I �38.3 2HR PARK (,b CENTER OF 1 (Y� CHANNEL: 29 3 LADDER E 1 1 I � I 1 11il Vl 0 1 SEE SHEET C4.2 1� FOR SANITARY 1 SEWER PLAN 1 AND SHEET C4.3 1 FOR SANITARY " SEWER PROFILE I III ' i i I 00 1 1 III 1 I I M I� co 1 co 1 1 I 1 I 2HR PARKING 1 I I I 1 I I 1 I I 1 �I 1 I 1 � VENT PIPE, SEE ; 1 MECHANICAL PLANS FOR CONTINUATION 1 III FOR CONTINUATION OF GAS DESIGN SEE ICI MECHANICAL PLANS, SHEET P100A AND P101A L C 0 it III T I I COORDINATE PROPOSED GAS SERVICE WITH PUGET SOUND ENERGY (PSE). WORK SHALL BE COMPLETED BY _ 1 PSE AT THE EXPENSE OF THE CONTRACTOR. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS I - - - C I INCURRED TO CONSTRUCT THE GAS SERVICE. TRENCHING, BEDDING AND BACKFILL FOR THE GAS LINE I V10 ® SHALL BE PROVIDED BY THE CONTRACTOR. A SEPARATE III FRANCHISE PERMIT IS REQUIRED FOR GAS INSTALLATION -- I IN THE PUBLIC RIGHT-OF-WAY. �r, do AN _'_..:T _ ■ i t-�� ice'=7r'i ,-�' _ ..�!' _ �ti. �i .■ I i.i .C�i�t'� Ad .: �: ►�II�VI • �� ;1 ,,� �i uI s I�R SSMH 2428 RIM=37.25 42" CONC E-W CENTER CHANNEL=24.75 LADDER N 1 (- II ���I LJ x ll 5" 1 I ° II 1 mom CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY AHBL ,AND MAY INCLUDE NOTICE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERA710NaFTNISDOCI1YENrSHALLNVMIDAIETIE PROFES90NAL SEAL AND SIGNATURE PUBLICATION OF AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING TNISDoanENTDGESNorDERocATEFROMRESERVED OIMERSIIP RN#115 N R THIS DOCUIENT IS FOR USE FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY afLTFORIHEPRo�ECTIDENiFIDN1HE11TLEBLODC AND IS NOT TO BE USED FOR REPAIR, REMODEL OR DIRECT SUPERVISION ON THIS DATE: 08/23/2019. AODInoNTOTNArPRaECTaRFGRANTOTNERPRo�Ecr. LJ a z J I J. 5 RAMP REVISION 4 STORM DRAINAGE REVISIONS 3 CITY COMMENTS 2 ADDENDUM NO. 3 �1�pGI,$�E TACO M A• SEATTLE • SPOKANE •TRI-CITIES 1 ADDENDUM NO. 1 �� IONAL E��l 2215 North 30th Street, Suite 300 Tacoma, WA98403 N0. REVISION /23/201 9253.383.2422 TEL 253.383.2572 FAX www.ahbl.com NEB N GRAPHIC SCALE 0 20 40 80 1" = 40 FEET WJF 2/22/1 8 WJF SURVEYED: SCALE: D. FOLLANSBEE AS SHOWN WJF 12/13/17 WJF DESIGNED: G. TAUSCHECK WJF 4/21/17 WJF WJF 3/17/17 WJF DROWN: F. KATONA ONE INCH AT FULL SCALE IF NOT ONE INCH WJF 3/1/1 7 WJF CHECKED: W. FIERST BY DATE APPR SCALE ACCORDINGLY ,APPROVED: S. COMFORT PROPOSED LEGEND: NOTES • BOLLARD 1. ALL CONNECTIONS TO EXISTING CITY WATERMAINS SHALL BE DONE BY CITY. SANITARY SEWER MANHOLE CONTRACTOR SHALL REFER TO CITY STANDARD DETAILS 300.1 TO 300.5 FOR • SANITARY SEWER CLEANOUT "BEFORE & AFTER" CONNECTION DETAILS. OD 2. "POLYPIGGING" STATIONS SHALL BE VERTICAL CROSSES PER CITY STANDARD O ■ STORM CATCH BASIN � DETAIL 300.6. O ■� STORM MANHOLE p ADS ROOF DOWNSPOUT O c.� o GAS METER GAS VALVE FIRE SPRINKLER NOTE UTILITY POLE E- UTILITY POLE ANCHOR WHERE THE UNDERGROUND WATER SUPPLY TEES OFF TO SERVE ONLY A FIRE SPRINKLER SYSTEM, A SEPARATE DETAILED PLAN MUST BE SUBMITTED BY THE PAD MOUNTED TRANSFORMER COTRACTOR AND APPROVED BY THE FIRE MARSHAL PRIOR TO INSTALLATION. © POWER VAULT � THRUST BLOCKING FIRE PROTECTION NOTES 90° BEND MJ THE FIRE PROTECTION SYSTEM INCLUDING MATERIALS, SIZING, AND 45° BEND MJ CONFIGURATION IS SUBJECT TO A CONTRACTOR PROVIDED DESIGN BY A FIRE PROTECTION ENGINEER, AND AS SUCH, THE FINAL DESIGN OF THE FIRE CV 22.5° BEND MJ PROTECTION SYSTEM MAY DEVIATE FROM THE SYSTEM SHOWN. THE FIRE O PROTECTION SYSTEM AS SHOWN FROM THE MAIN LINE TO THE CONNECTION C9 �-� 11.25° BEND MJ AT THE BUILDING SPRINKLER IS INTENDED FOR LOCATION OF THE FIRE O O TEE FL HYDRANTS AND FIRE DEPARTMENT CONNECTION ONLY. CONTRACTOR'S BID p SHALL REFLECT THE CONDITIONS OF THE FIRE PROTECTION ENGINEER'S ' TEE MJ DESIGN. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL FIRE O PROTECTION ASSOCIATION REQUIREMENTS AS SET FORTH BY "NFPA 13", ITS ]S-[ TEE MJ x FL AMENDMENTS, AND LOCAL REQUIREMENTS, INCLUDING BUT NOT LIMITED TO Q K GATE VALVE MJ x FL ACQUISITION OF ALL PERMITS. J �C GATE VALVE MJ N CHECK VALVE w FIRE DEPARTMENT CONNECTION GENERAL NOTES: Ak FIRE HYDRANT 1. SEE SHEETS C7.3, C7.5, C7.6, AND C7.7 FOR STANDARD WATER NOTES AND 0 IRRIGATION CONTROL VALVE DETAILS. 0 WATER METER 2. FILL AND COMPACT THE ROADWAY PRISM TO FINISH GRADE PRIOR TO EXCAVATION ® FOR INSTALLATION OF NEW WATERMAIN. POST INDICATOR VALVE 3. ALL BENDS SHALL HAVE CONCRETE BLOCKING PER C7.6 C7.6 'AND C7.6 G GAS LINE P ELECTRICAL LINE LO 4. TRENCHING, BEDDING, BACKFILL, AND PAVEMENT PATCHING FOR THE GAS LINE r- W WATER LINE SHALL BE INCLUDED IN THE SITE CONTRACTOR'S BASE BID. THE GAS LINE SHALL BE CV I IRRIGATION PER RECORD DRAWING INSTALLED BY PSE. O O F FIRE SERVICE LINE 4 O X X FENCE 5. TRENCHING SHALL BE CONSTRUCTED PER DETAIL C7.10 C9 CONCRETE 6. ALL WATER MAINS SHALL HAVE MINIMUM 3 FEET COVER. ASPHALT 7. PROVIDE TWO-WAY CLEANOUTS AT CONNECTIONS TO BUILDING PIPING PER DETAIL 3 - - PROPERTY/RIGHT-OF-WAY LINE C7.2 CONSTRUCTION RECORD DRAWINGS VERTIA HORZONTnL�NADDi983�T991 1,1 U CITY OF R E N TO N DATUM Planning/Building/Public Works Dept. S BIT APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS I BY: DATE: BY: DATE: BY: DATE: BY: DATE: SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICT OVERALL UTILITY PLAN 05/04/2017 FIELDBOOK: PAGE: DRAWING N0: C4.0 SHEET:OF: 14 43 R-393014 S-393001 W-393001 O CIO Cn N 1 o- T J LAW CDOFFICE 0 \ CU ry- Q z CW G W J W _ RIM=35.97- N IE=31.47 E IE=31.47 0 S IE=31.57 Q V) IM=36.28 IE=32.18 IE=32.23 1 0+001►- ..: {TN t I I I I 1 I I j l I I I I I�I i YII I I I I to III I 25+081 4/ TCB 22J5 J I IM-35.67 1 2" CPP IW IE=3247 I I 1 I i II i l 0 I II 1 IIW 1I I II I n I 0 --- --- � +00 � � N, 1+1, VIA- � �7 ATE 48 LF 8" PVC @ 0.50% SSCO 10 RIM: 38.80 STA: 24 .78, 102.45 RT 12 LF 6" PV @ IE: 31. 42 LF 6" PVC @ 3. 1% 8 LF 6" PVC @ 5.00% go AS -BUILT I CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY AHBL ,AND MAY INCLUDE NOTICE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERAnoNaFTNISOOaIYENrSHALLNVALDATETNE PROFES90NAL SEAL AND SNp1ATURE PUBLICATION OF AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING TNISD0a11E11TDOESNorUEROGAIEFRONRESERVED OINERSIIP RNiliS N R TNIS DOa11E11T 6 Fat USE FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY pLYFORTNEPRo�iCTr1ENiFIDlITNETiIlEBAa( AND IS NOT TO BE USED FOR REPAR, REMODEL OR DIRECT SUPERVISION ON THIS DATE: 08/23/2019.AD�NTMTMATPRaEcraRFat""1'm�tFaaEcr. W zLd SSCO 9 RIM: 38.70 STA: 24+82.45, 102.33 IE: 31.79 6" (N) SSMH 4� RIM: 37.64 STA: 0+87.25, 0.00 T IE: 30.39 8" (N) IE: 30.56 6" (SE) DS SSCO 8 RIM: 38.77 STA: 22+51.26, 143.69 RT IE: 33.25 6" (NE) FFE = 38.85 0117 � A r 'tiypF wAsH f - Ok �7'�SIONAL� FIRE LANE - 0 PARPG SSMH 4174 RIM 3 .68 8" PVC N-S CENTER CHANNEL=29.03 IE: 29.13 (S) PROPOSED PLUG EXISTING 8" OUTLET TO THE SOUTH. RE -CHANNEL MANHOLE FOR NEW CONNECTION. T 10 LF" PVC @ 11. 0% SSCO 6 RIM: 38.07 �V ° STA: 22+37.02, 196.22 RT N IE: 32.40 6" (NW) k HIV IE: 32.40 6" (S) v� IE: 32.40 6" (SW) SSCO 7 RIM: 38.60 0 STA: 22+18.51, 187.71 RT �" IE: 34.90 6" (NE) VENT PIPE, SEE a MECHANICAL PLANS FOR CONTINUATION J SSCO 4 � RIM: 38.37 STA: 22+23.13, 201.90 RT IE: 32.72 6" (S) SSCO 2 IE: 32.72 6" (N) RIM: 38.64 STA: 21 +89.22, 201.88 RT _ 5 RAMP REVISION i - _ 4 STORM DRAINAGE REVISIONS 3 CITY COMMENTS 2 ADDENDUM NO. 3 T A C 0 M A SEATTLE SPOKANE•TRI-CITIES 1 ADDENDUM NO. 1 2215 North 30th Street, Suite 300 Tacoma, WA 98403 NO. 1 9253.383.2422 TEL 253.383.2572 FAX www.ahbl.com NEB \ C A AIITA DV CC\A/CD A1nTCC A All'1 C0Cf401f' AT1nAIC FIRE LANE - NO PARK 0141NbVd ON 3NVI DHIJ n.. r` co S :05 3 .17 2+37.17,L.44% IE: 4 6" (NW IE: 3 4 6" (S) -13 LF 6" PVC @co 1000 GALLON GREASEINTER SEE DETAIL 3, SHEET C7.3 SSCO 3 \ RIM: 38.41 STA: 22+ 5.141 206.79 RT IE: 34.0 6" (N) IE: 34. 6" (S) REVISION -SSCO 1 RIM: 38.53 STA: 21 +89.26, 206.78 RT IE: 36.00 6" (N) c 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. A PRE -CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. GRAPHIC SCALE 0 10 20 40 1"=20FEET CONSTRUCTION RECORD DRAWINGS WJF 2/22/1 8 WJF SURVEYED: D. FOLLANSBEE SCALE: AS SHOWN VERTICAL: NAVD 19M HORIZONTAL: NAD 1983/1991 DATUM C`l CITY OF A ' RENTONDRAWN: ��'h1N1 Planning/Building/Public Works Dept. WJF 12/13/17 WJF DESIGNED: G. TAUSCHECK WJF 4/21/17 WJF WJF 3/17/17 WJF F. KATONA ONE INCH AT FULL SCALE IF NOT ONE INCH WJF 3/1/17 WJF CHECKED: W. FIERST BY DATE APPR SCALE ACCORDINGLY APPROVED: S. COMFORT APPROVED FOR CONSTRUCTION SUBJECT TO ERRORS AND OMISSIONS BY: DATE: BY: DATE: BY: DATE: BY: DATE: SARTORI ELEMENTARY SCHOOL RENTON SCHOOL DISTRICT SANITARY SEWER PLAN 05/04/2017 FIELDBOOK: PAGE: DRAWNG NO: C4.2 SHEET: 1 6 OF: 43 N Q0 C) C) I Q0 Q J r S-393002 W M a z W J 4 S -393003 �• • • N N C9 O O O Q J M N O O O c9