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HomeMy WebLinkAboutzW-4200Set1/ 1 ' � W \' I I / 3 .. \ FOUND 0.5" RBC I KEYNOTES "HARSTAD" LS#19731 l �I AT CORNER i �' I 3 ° ° O PROPOSED HYDRANT ASSEMBLY PER COR j\ Q a I I CONC. STD PLN. 310.1. r_,P� FIRE DEPARTMENT , HEIGHT HORIZONTAL DEFLECTIONS AS NECESSARY �PEAK� t WALL I j I °4 .° O CONNECT TO WATER MAIN WITH CUT -IN TEE C6. CONNECTION (FDC) =29't PEP/ � L(l//1L7/ �/111/�NS /t t � I I 3 AND THREE VALVES, PER STD PLAN 300.4. yt � j SS(REFg� � .. ° TEL. STA:7+89.12, 40.72' LT • °/ / ///// /1L// % /11z/ IPOLE 3 CONNECT TO WATER MAIN WITH A 10" x 6" FL 2 �� II I 0 x FL TEE. C6.40 0------- --j -- I I j ° I / /� / POWE NELIZE STRUCTURE, SEE DETAIL ----------- ------ ----------- 101L_ DIP CL 52 SID RECHAN ------- -_ _-0__ _______ / N P�� r� CONNECT T EXISTING MANHOLE, FOUND 0.5",RBC \� 1 CO 1 J `" - WALL NO PA KI aNl I I�i' 4 E, S 3 I \ 5/C6.8. "HARSTAD' LS# 19731 - - - ... - . _ ' ' SIGN , e AT CORNER . I GNP 1 I CONNECT TO BUILDING PLUMBING, SEE 15.23 \ - XISTING 12 WATER MECHANICAL PLAN FOR CONTINUATION. ' 6 •• •n /•' • i I SS 0(G1� E WING WATER O6 SEE DRAINAGE PLAN FOR DRAINAGE DESIGN. 1 S. (IN 190 K OF BUILDING I RVICE TO BE FIRE HYDRANT AS EMBLY F F C6.50 O o 3-FOOT DIAMETE� N I OVERHANG 1 f - TIRED UNDERGROUND POWER, SEE ELECTRICAL (n STA:RANT 2, iVI LT \ 1 AS ER I 1 �, I � 7 °( EE DEMO PLAN). PLAN FOR DETAILS CMP DETENTION 15' WATER EASEMENT + AS NT I I I I 13 CB STD CRT \ 7.50' 1 k RIM EL=29.98' z 34LF 6" DIP CL 52 \ ' I a 7LF �" DIP CL 52 I �' I Ilp N I + O8 GAS SERVICE. LL] \ c9� -53LF 6_DIP CL 52 - - - W-6- - - ° ■ I ISD - D - D _ � _ a. O',I 12"ADS W IE=27.33' C �p \ - - - - W-12 I 3 O FIRE SPRINKLER SERVICE C C6 20 PROFILE I 2ESTART \ \\ 88LF 10" DIP CL 52 9 00 W-7 O 10.00, 84LF 10 DIP CL 52 (RJ) B STD a I SDMH RIM EL=30.56' 3 \ 10+4 FI =2 - -,34L DIP CL 12"ADS E IE=27.18' 10 4-INCH DOMESTIC SERVICE r • \ 3 c 2 12" DI W IE=27.16' Q----------- 0-- 10 31LF10" IPCL 1. ° I C6.40 W 4 W-5 12LF 6" DI CL 52 8?00' _ C6.. 0 8" DI S IE=27.16' LOCATION OF 18" WATER MAIN ON S GRADY " -�`�- ---- a / '�-- ° 18" DI N IE=27.11' \ 8k i - - - - 12LF 6 DIP CL 52 W-10 M - - - - - 2 W-8 a WAY SHALL BE FIELD VERIFIED BY 1 26LF10"DPCL5 r ----- 1 J -�-�- Q 7 50' 7 50 I �� n U 28L DO L 50 3 CONTRACTOR DURING CONSTRUCTION. IF CB \ 4" WATER METER VAUL 2 13 - m U I LOCATION DIFFERS FROM SURVEYED 0 i 15LF " DIP CL 521W-11 STA:9+08.47, 15.88' RT J I I RIM 11 LLI v \ i C6.30 1" DC J 0 3 �2OFILE 2 FBN S I LOCATION, CONTRACTOR MUST NOTIFY THE W-3 SEE LANDSCAPING - SL I 176127.86 C C CITY AND SUBMIT A DESIGN REVISION PRIOR v \ \ OLF 6" DIP CL a • �� I o 1 TO CONNECTING TO THE EXISTING WATER - SHEET L 3.0 II 0 1300805.11 1 \ \ i �� ° rr PI: 7+71.77 \ ry \ � L - - - I � I ° MAIN. ", 1 9 5 LL G f SDMH RIM PROVIDE VERTICAL CROSS FOR POLYPIG LU • PROPOSED ROW I 8 I =FUL\i DEDICATION LINE I I I BOTTOMLS 12 PER STD. POLAN 300.61NG OF WATER MAINS N Q I \\ 6 CRANE FOUNDATION 5 DETECTOR DOUBLE CHECK 1 T I I 3 I� 13 1" IRRIGATION METER \ \ PER STRUCTURAL VALVE ASSEMBLY (DDCVA) C6.40 = 6' v I i 0 \ �� �• C6 70 POST INDICATOR VALVE (PIV) 0 / STA:9+01.47, 16.50' RT Q27. 6' Iv I I I TEL. MDANAHOI CONCRETE ENCASEMENT ON SEWER \ \ STA: / \ \ / 24LF 6" DIP CL 52 I I I w3 m ;.� PIPE. LENGTH OF SEWER PIPE TO BE 3 7+28.38, 26.06' RT / TEL. POLE & J I al � _ •: �GUY ANCHOR 14 CENTERED AT POINT OF CROSSING SO THAT ° DO NOT JOINTS ARE AS FAR AS POSSIBLE FROM THE • \ I � I I �, WATER LINE. \ � a N a •�' ENTER SIGN • \ I F G L� PIPE / N W I IGIN / LEGEND: - - RIGHT-OF-WAY/PROPERTY LINE A. �I �. \ k\ I I I ' J $L < • �, � \ oo �, 5.0i ROW � I _ s CENTERLINE ° ' A \\ 10 DEDICATION � o I � � G GAS PIPE \ I Io��o SIGNAL LE S SANITARY PIPE 2 25.3' . ' \ 3 a \ \ PROPOSED S s w/ LUMfN�' c6.8o ° ° ° •a • \ \ MULTIFAMILY EXISTING I I / / W WATER PIPE NOTES / •I\' \ \ ROW LINE II a I I I I �� / /�`� I•.• °�. ° \ \ BUILDING I I s� \ N I .�/� / F FIRE SERVICE PIPING 1. MAXIMUM ALLOWABLE - I I DEFLECTION AT EACH JOINT SHALL / \ ,� ,3 FFE-32.08 J®X (uc) \ \ o / ,G� r� Ak FIRE HYDRANT CCii .ac NOT EXCEED ONE-HALF THE / : Q1 \\ • \ \ I \ j // // METER AS NOTED MANUFACTURERS SPECIFICATION FOR SIZE OF PIPE USED. ° I'". 1 \ 3 \ W-2 �3p I N �J J /�\ �/� N GATE VALVE • THRUST BLOCKING PER STD PLANS 330.1 2. ALL WATER FITTINGS AND \ I� AND 330.2. C6.30 VALVES WITH MECHANICAL JOINT \ • \ \ \ I �o � C, H RIM �,L=30.69' (MJ) END(S) SHALL HAVE A / 0�� \ \\ gyp\ ` I /18 CNC�IyE IE=27.09' � y--[ C �C FITTINGS AS NOTED f/j7T/ CONNECT TO BUILDING (SEE MECHANICAL FOR CONTINUATION) ` �,� 18 DI NE IE=27.09' WEDGE -TYPE RETAINER GLAND EQUAL TO MEGALUG SERIES 1100. HEIGHT " \\ \ \ IE: 25.17 8" (SW) � PIV /X 18"ANC SW IE=27.09' / /�/ � ® =32'f - \ �KI � / I �" " W / � FDC 3. CONCRETE THRUST BLOCKS ARE \ \ REQUIRED ON ALL FITTINGS PER HELD CIT� OF • SANITARY SEWER CLEANOUT 3 COR STD PLANS 330.2 AND 330.3. /� , \ \\ / �, I //RENTO1 CONTROL C6.80 PROPOSED / 7y\ POINT 0393 14. WHERE NEW WATER MAIN / \, \ j / �1 , y�\� ROW DEDICATION I CROSS A NON -POTABLE PIPE, ONE /� \ \ LINE j // //� PF� I 9i'lro FULL LENGTH OF WATER PIPE 6X \ G� / _ J I ✓ SHALL BE USED WITH THE PIPE o o�� G� / h✓,, CENTERED FOR MAXIMUM JOINT / / - \\ 9�,� \ \ SEWER PROFILE END C6.80 O ��� j SEPARATION. / , \ 5. WATER MAIN TO BE ° �i it 7 5.4' / \ C� \ \\ % / / JB / o ROW/ bEDICATION /, Q CONSTRUCTED FOLLOWING /� 1 ROOF • \ M ��, • / Q Q�` / IL / / 5�0 GEO-PIER INSTALLATION. :aQ 1 DRAIN I _ \ •• % / ��oG / / �` I //;� %OF €ITEM 1} \ ------- ------I \ �C"�' ��i�o`, /���/ / o �, •� `� j 4L CITY OF RENTON 30.0' UTILITY ESMT. TO CITY CB STD CRT \ SSCO #3 SSCO #2 JG�� ORD. 3266 RIM EL=30.90, i \ UND 0. RBC / Q%� REC. NO. 7812040685 / 24"CNC NE IE / / ��o o' , i <" 8 X6"TEE <`' // / 1 24"CNC SW IE AT COR / QSI AL POLE IE: 25.06 8" (NW) • + W-2B N. LINE VACATED SO. 7TH STREET /� I IE: 25.06 8" (SE) \ \ 1 C 2 �� CB IE: 25 TRANSFORMER ENCLOSURE PER .14 6" (NE), - o R 64 �� 31LF 10 DIP L ' ��/ ��\ �1 `' ARCHITECTURAL DETAILS �W IE-2 F SSCO #1 sL CB STD GRT �� RIM EL=29.82' ' \ P I �/ / / 5��\ej / ; PIuG el . CITY OF RENTON 30.0' UTILITY ESMT. TO CITY ORD. 3286 w Know what's beIOW. Z Call before you dig. WATER STRUCTURE TABLE STATION W # DESCRIPTION STA: 5+00.00, 0.00' CONNECT TO EXISTING WATER MAIN (BY CITY FORCES) PER COR STD PLAN W-1 300.1 1 - 18" X 10" TAPPING TEE (MJ X FL) 1 - 10" TAPPING GATE VALVE (FL X MJ) 1 -THRUST BLOCK STA: 6+44.70, 0.00' W-2 1 - 10" 11.25' BEND (MJ X MJ) 1 -THRUST BLOCK STA: 5+03.00, 0.00' W-2A 1 - 10" 22.5° BEND (MJ X MJ) 1 -THRUST BLOCK STA: 5+35.31, 0.00' W-213 1 - 10" 45' BEND (MJ X MJ) 1 -THRUST BLOCK STA: 7+71.77, 0.00' W-3 1 - 10" 90° BEND (MJ X MJ) 1 -THRUST BLOCK STA: 7+87.02, 0.00' 1 - 10" X 6" TEE (FL X FL) W 4 1 - 6" GATE VALVE (FL X MJ) 1 - 10" GATE VALVE (FL X MJ) 1 - 10" ADAPTER (FL X MJ) 1 -THRUST BLOCK STA: 8+12.97, 0.00' W-5 1- 10" 11.25' BEND (MJ X MJ) 1 -THRUST BLOCK STA: 9+01.47, 0.00' LT 1 - 10" X 6" TEE (FL X FL) W 6 1- 6" GATE VALVE (F L X MJ) 1 - 10" GATE VALVE (F LX MJ) 1 - 10" FL X MJ ADAPTER 1 -THRUST BLOCK STA: 9+08.47, 0.00' RT 1 - 10" X 6" TEE (FL XFL) W-7 1 - 6" GATE VALVE (F L X MJ) 1 - 10" GATE VALVE (F L X MJ) 1 - 10" FL X MJ ADAPTER 1 -THRUST BLOCK STA: 10+63.70, 0.00' RT CONNECT TO EXISTING WATER MAIN CUT IN TEE (BY CITY FORCES) PER COR STD PLAN 300.4 W 8 1- 12" X 10" TEE (FL X FL) 1 - 10" GATE VALVE (FL X MJ) 2 - 12" GATE VALVE (FL X MJ) 2 - 12" SOLID SLEEVES (MJ) 1 - 10" SOLID SLEEVE (MJ) 1 -THRUST BLOCK STA: 5+00.10, -9.74' LT CONNECT TO EXISTING WATERMAIN W-9 BY CITY FORCES PER STD PLAN 300.1 1 - 18" X 6" TAPPING TEE (MJ X FL) 1 - 6" TAPPING GATE VALVE (FL X MJ) 1 -THRUST BLOCK STA: 9+08.47, 12.00' RT W-10 1 - 6" X 4" REDUCER (MJ X FL) STA: 9+08.47, 19.75' RT W-11 1 - 6" X 4" REDUCER (MJ X FL) STA: 10+24.63, 0.00' 1 - 3" WET TAP PER COR STD PLAN 300.1 W-12 1-10" 45' VERTICAL BEND (RJ X RJ) 1 - VERTICAL CONCRETE DEAD -MAN THRUST BLOCK RECORD NOTE 03/26/2024 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON SURVEY INFORMATION PROVIDED BY A THIRD -PARTY SURVEYOR. AHBL WILL BE RESPONSIBLE FOR THE DATA PROVIDED BY THEM. THE THIRD -PARTY SURVEYOR WILL BE RESPONSIBLE FOR THE ACCURACY OF THE ACTUAL LOCATIONS IN THE FIELD. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN 8"CNC N IE=26.22' SSCO #1A W SL �F,, eNGI INDEPENDENT VERIFICATION OF ITS ACCURACY 8"CNC S IE=26.12' / E IC�AL7YCAN57 ��IG / �� ��\ `'�' ° SIGNAL/ o BEFORE APPLYING IT FOR ANY PURPOSE. /s / 8"CONC TOP VERT IE-26.62' VAULT�� / iG /� o ��'�/ / X o //�/ S-420001 BTM STRUC. IE=25.42' / , PN PN�j 0 P u J W-2A Q �` / '� S �STo EXI G 18" WAl`�rR �' l Y : ' / BOX 1 --- -- --- POL f // z GRAPHIC SCALE 0 10 20 40 1" = 20 FEET P.O.B 3 C` L 5 PARCEL D e`G w w s `J, 2 11 12 0 ,4 � soFS / / G ° GU / /5 / , �S���ST OP�LG' SSMH RI EL W30.8 / W-9 �J��� / 2.5" ASSIE W/PUNC�i�Aso G, NCHOR o �� `� / PROFILE 1 DOVAN 0 [SE-COR-SEC. 18, SEWER PRO01LE fAR e1° IP CL 52 8 S 1 0.98' N 17587�k, I I . 5E] // G / C6.8 /CB STD T �6F RENTON F COMMENCFME4 / / / oG�" EWALK. TRAFFIC E 1 .99 P CEL C //� Q` RIM EL= 0.7f�� /' 0 / 44 SIGNALS AND STREET / � � / C ST CKT Ln 2 r LO C6.40 r O O T Q J T 2 N C6.50 VV'�FGVVV I (/) IN COMPLIANCE WITH CITY OF RENTON STANDARDS 7 �8 CNC SE I 2 1 G) ` / GHT EASEMENT. / G / �° i ; i / �o 46416 9 �nl I� I �� / i / °. o IM ,EL=31-55 / cc +� �CISTERE `oar �` /// N0. 8710221353 , / �( 8%CNC W 129.43' \ �ssl RIM EL-30. / / � / TE TO I E / ANAL -rlurl "CNCT( IE=2^.^��� 1 / / / .yo. / 1 / 1 / Civil Engineers 001 ASI-001 CJ 9/27/22 DT SURVEYED: SCALE: ■ s Ncm,°ien9ineers T.L. HORIZONTAL NAD 1983/1991 CITY 0 F WATERSHED APARTMENTS Lende pekc°&e 002 PROGRESSIVE CONSTRUCTION SET CJ 12/5/22 DT DESIGNED, PER SHEET - C°rsmunlyFanners 003 UPDATES PER CONDITIONS OF APPROVAL DT 1 /27/23 DT J.N. RENTON CONSTRUCTION DRAFT SET 004 GRADY WAY STORMWATER REVISIONS CW 12/26/23 TS DPA�: J.N. "eighb°rs ONE INCH DATUM 005 AS -BUILT REVISIONS AA 03/26/24 TS CHECKED: ' T A C O M A S E A T T L E DT AT FULL SCALE Planning/Building/Public Works Dept. UTILITY PLAN IF NOT ONE INCH 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL J CLI G LL a LU = DATE: 03/28/2023 FIELDBOOK: PAGE: LIJ P- DRAWING NO: C6.00 < ` SHEET'. Q OF: 48 CJ 0 0 0 0 N C\1 1 � � N N , z LU 75 Q Q 0 LU rr LU Q CITY OF RENTON WASTEWATER NOTES AND SPECS 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. 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. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. FIRE PROTECTION NOTES 1. THE FIRE PROTECTION SYSTEM SHOWN ON THESE DRAWINGS, INCLUDING MATERIALS, SIZING, AND CONFIGURATION, IS SUBJECT TO APPROVAL BY A FIRE PROTECTION ENGINEER. THE DRAWINGS CONTAINING FIRE PROTECTION WORK, INCLUDING DETAIL DRAWINGS, SHALL BE STAMPED FOR APPROVAL BY A FIRE PROTECTION ENGINEER AND SUBMITTED TO THE FIRE MARSHAL FOR APPROVAL. 2. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL FIRE PROTECTION ASSOCIATION REQUIREMENTS AS SET FORTH BY "NFPA 13", ITS AMENDMENTS, AND LOCAL REQUIREMENTS, INCLUDING BUT NOT LIMITED TO ACQUISITION OF ALL PERMITS. 3. THE FIRE PROTECTION SYSTEM SHALL BE INSTALLED BY A WASHINGTON STATE CERTIFIED LEVEL "U" CONTRACTOR IN ACCORDANCE WITH WAC 212-80-010. 4. CONTRACTOR'S BID SHALL REFLECT THESE CONDITIONS AND REQUIREMENTS. 5. FIRE SPRINKLER UNDERGROUND SUPPLY AND FDC REQUIRES A SEPARATE PERMIT FROM RENTON REGIONAL FIRE AUTHORITY. CONTRACTOR SHALL APPLY FOR AND OBTAIN PERMIT. 6. ACCORDING TO CITY RECORDS, THE ESTIMATED STATIC WATER PRESSURE IS 72 PSI. CITY OF RENTON WATER UTILITY NOTES AND SPECS UTILITY SPECIFICATIONS WATER UTILITY NOTES AND SPECIFICATIONS THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WATER UTILITY. 1. ALL 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 LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE 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. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555. 4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. 5. 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. 6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS. 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA C110-A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 8. GATE VALVES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509).UTILITY SPECIFICATIONS VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M&H. 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-655 SAFETY YELLOW OR APPROVED EQUAL. 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. 16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY. 17. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTONUTILITY SPECIFICATIONS STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. 20. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAYBE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS. 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAYBE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH*. 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. S-420002 RECORD NOTE 03/26/2024 W-420002 TOP h,�' THESE RECORD DRAWINGS HAVE BEEN OY WAS# � PREPARED BASED ON SURVEY INFORMATION IN COMPLIANCE WITH CITY OF RENTON STANDARDS PROVIDED BY A THIRD -PARTY SURVEYOR. AHBL WILL BE RESPONSIBLE FOR THE DATA - PROVIDED BY THEM. THE THIRD -PARTY SURVEYOR WILL BE RESPONSIBLE FOR THE 4 16 STERE9 ACCURACY OF THE ACTUAL LOCATIONS IN THE I ��ssIGI T EFIELD. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 1 / Civil Engineers 001 ASI-001 CJ 9/27/22 DT s1'E'ED' SCAM DATE` ■ Shu1N,°IE19ieeers T.L. HORIZONTAL- NAD 1983/1991 CITY OF WATERSHED APARTMENTS 03/28/2023 002 PROGRESSIVE CONSTRUCTION SET CJ 12/5/22 DT DESIGNED, PER SHEET c - °rsm°°imPenners 003 UPDATES PER CONDITIONS OF APPROVAL DT 1/27/23 DT J.N. CONSTRUCTION DRAFT SET FIELDBOOK: 004 GRADY WAY STORMWATER REVISIONS CW 12 26 23 TS D� RENTON DRAWING O / / J.N. DATUM DRAWING NO: w NQ19°°°rs 005 AS -BUILT REVISIONS AA 03/26/24 TS CHECKED: AT FULL ONE INCH 0 Know what's below. IF NOT ONESCALE N H T A C O M A SEATTLE DT Planning/Building/Public Works Dept. NOTES .z Call before you dig 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF: 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL 19 48 T 1410" N U H H T N Q J H H T N n z LU G Q a 0 LU 2 Ir LU I - a N U H H T N Q J H H T N Cr n Cl) Z W Q n a 0 w C/) w a C) C), N1 I //'N1 LL rr V ) I- Z SLU G I- rr ^Q n Q 0 LU r= V ) LU CU LL 11-1/4• BEND -E-R] CAP 22-1/2° BEND 45• BEND TEE 90• BEND THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS SOIL FIRM SILT OR FIRM SILTY SAND COMPACT SAND COMPACT SAND & GRAVEL 90' 45' BEND 11 1/4' 90' 45' BEND 11 1/4' 90' 45' BEND 11 1/4' FITTING BEND TEE CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG & 22 1/2' BEND TEE CAP OR PLUG & 22 1/2' BEND BEND BEND 4" 7.0 4.2 4.2 1.7 2.9 2.1 2.1 1.0 2.2 1.6 1.6 1.0 6" 13.3 9.4 1 9.4 3.8 6.7 4.7 4.7 1.9 5.0 3.5 3.5 1.4 8" 23.3 16.7 1 16.7 6.7 11.7 8.4 8.4 3.4 8.8 6.3 6.3 2.5 12" 53.0 37.51 37.5 15.0 26.5 18.8 18.8 7.5 20.0 14.0 14.0 5.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-0" MIN. COVER FOR WATERMAIN LESS THAN 12". 4'-0" MIN. COVER FOR WATERMAIN 12" OR GREATER. MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0' THRUST BLOCK BE. AREA REFERS TO FACE OF BLOCK M IN SQUARE FEET NOTES: 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER. 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND. 3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. 4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2"). 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. CONCRETE BLOCKING FOR STD. PLAN - 330.2 HORIZONTAL AND DOWNWARD VERTICAL BENDS THRUST BLOCKING NOT TO SCALE SHACKLE RODS to TYPE A BLOCKING C/)l7 11 . /n. J2. 00, /,• \/FDTIr'AI MF-Nlr)Q S TYPE B ��Y o CONCRETE BLOCKING FOR VERTICAL STD. PLAN - 330.3 a� PUBLIC WORKS FITTINGS �N �O� DEPARTMENT 8 MARCH 2O10 PIPE SLEEVE SEE DETAIL, THIS SHEET F SEE DETAIL IVIIIN PLAN a oao-�a _ia MAN______ - - 4 a ___l l__ 6" rl r\/A T1 t-NKI PIPE SLEEVE PVC PIPE SLEEVE EPDXY SEALANT EPIPE EPDM MODULAR SEAL, LINK -SEAL MODEL C WITH 316SS BOLTS AND NUTS • STD. PLAN - 320.4 Sht. I of 2 } PUBLIC WORKS „ „ APPROVED' DEPARTMENT 3 , 4", AND 6 WATER METER Martin Pastucha DATE Public Works Adminirt 4-INCH WATER METER NOT TO SCALE CiNlEngineers ■j- 001 ASI-001 CJ 9/27/22 DT S"''ED0 scALE smdu2lEgineers T.L. HORIZONTAL: NAD 1983/1991 ®R - _ Ond-pa Am„il�" 002 PROGRESSIVE CONSTRUCTION SET CJ 12/5/22 DT DESIGNED: PER SHEET CanmunityPlanrlers 003 UPDATES PER CONDITIONS OF APPROVAL DT 1/27/23 DT J.N. O © Land&rvy- 004 GRADY WAY STORMWATER REVISIONS CW 12/26/23 TS DRAWN. J.N. � ONE INCH DATUM Know what's below. ""g„'°� 005 AS -BUILT REVISIONS AA 03/26/24 TS CHECKED: IAT FULL SCALE T A C O M A • S E A T T L E DT IF NOT ONE INCH Ca I I before you d 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253,383.2422 TEL APPROVED: SCALE ACCORDINGLY Y g 1200 Sixth Avenue, Suite 1620, Sealtle, WA 98101 206.267.2425 TEL NO. REVISION BY DATE AP P R NOTES: 1. VAULTS SHOULD NOT BE INSTALLED IN AREAS WITH VEHICLE TRAFFIC. 2. ALL INTERIOR METAL INCLUDING PIPE, VALVES, AND FITTINGS TO BE PAINTED WITH TWO COATS OF EPDXY AS APPROVED BY THE ENGINEER. USE TNEMEC SERIES 135 CHEMBUILD MODIFIED POLYAMIDE EPDXY. APPLY PER MANUFACTURERS INSTRUCTIONS. 3. VAULT AND HATCH MODELS ARE PROVIDED AS REFERENCE. SHOP DRAWINGS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. 4. FOR 3" AND 4" METERS, USE 2" BYPASS MATERIALS, AND FOR 6" METERS, USE 3" BYPASS MATERIALS, AS INDICATED BELOW. 5. INSTALL WATER METER RADIO & BATTERY UNITS IN ACCESS HATCH PANELS WITH MINIMUM 6" SEPARATION. MATERIALS O METER AMI WATER METER (SENSUS OMNI WITH INTERNAL STRAINER) WITH RADIO AND BATTERY UNIT 2" BRASS NIPPLE (MIPTxMIPT), 6" LONG, CONNECTED TO TEST PORT OF COMPOUND METER I" BALLCORP (MIPTxFIPT), FORD FB1700-4-NL OR EQUAL, FOR 3" METER OMETER TEST PORT OR 1 Y2" BALLCORP (MIPTxFIPT), FORD FB1700-6-NL OR EQUAL, FOR 4" AND 6" METERS 2"X2 Y2" ADAPTER (MIPTxMNST) 2 Y2" CAP (FNST) OADAPTER FLANGED COUPLING ADAPTER, MEGAFLANGE SERIES 2100, OR EQUAL O PIPE CLASS 52 DI PIPE (PExFL) OVALVE (2) GATE VALVE (FLxFL) WITH HANDWHEEL OPIPE SUPPORT ADJUSTABLE PIPE SADDLE SUPPORT, GRINNELL FIG 264 OR EQUAL, WITH BASE, BOLTED TO FLOOR OSERVICE SADDLE (2) 2" NPT SADDLE, SMITH-BLAIR MODEL 313 OR EQUAL OR (2) 6"X3" TEE (MJxFL) OBYPASS VALVE (2) 2" BRASS GATE VALVE (IPT) OR (2) 3" GATE VALVE (FLxFL) WITH 3" THREADED (IPT) FLANGE OI BEND (2) 2" 90° BEND OR (2) 3" 90° BEND I J I BYPASS PIPE 2" GALVANIZED PIPE, EPDXY COATED, OR 3" GALVANIZED PIPE, EPDXY COATED 2" STRAIGHT FLANGE BALL VALVE (FLxFIPT) WITH PADLOCK WINGS, FORD BF31-777W-NL OR EQUAL O BYPASS METER VALVE OR 3N2" REDUCER WITH 2" BRASS NIPPLE OBYPASS METER 2" AMI BYPASS METER WITH RADIO AND BATTERY UNIT, TO BE PROVIDED BY THE CITY OM METER FLANGE 2" METER FLANGE (FLxFIPT), FORD CF31-77-NL OR EQUAL, OR 3"x2" REDUCER WITH 2" BRASS NIPPLE O UNION 2" TWO-PART UNION OR 3" TWO-PART UNION OTEE 2" TEE OR 3" TEE O BUSHING 2N3/4" BUSHING OR 3"x3/4" BUSHING WITH 3/4" PLUG ® WATER MAIN CLASS 52 DI PIPE WITH RESTRAINED JOINTS OR WALL FLANGE MIDSPAN PIPE RESTRAINT WITH CONCRETE BLOCKING PER STD PLAN 350.7 OS CONCRETE VAULT OLDCASTLE PRECAST VAULT, MODEL NUMBERS PER TABLE BELOW, OR EQUAL MINIMUM 4" PVC FLOOR DRAIN, SLOPE TO STORM DRAIN OR DAYLIGHT TO DRAINAGE DITCH WITH WIRE O DRAIN MESH RODENT SCREEN AT DRAIN OUTLET, SEAL PIPE PENETRATION WITH WATER -TIGHT GROUT TWO LOCKING HINGED ALUMINUM DOORS, TRAFFIC -RATED, WITH SLIP -RESISTANT TREATMENT, MARKED O ACCESS HATCH "WATER", LW PRODUCTS MODEL NUMBERS PER TABLE BELOW, OR EQUAL. OLADDER GALVANIZED STEEL LADDER SECURED TO VAULT PER STD PLAN 350.8 O GRAVEL FOUNDATION GRAVEL PER WSDOT STANDARD SPECIFICATIONS, 12" MINIMUM ALL DIRECTIONS VAULT MODEL NUMBERS METER SIZE VAULT BASE PIECE CENTER PIECE TOP PIECE ACCESS HATCH 3" 676-WA NO.676-BL NO. 676-MLW NO. 676-TL-2-332P HHD-1C 4" 676-WA NO.676-BL NO. 676-MLW NO. 676-TL-2-332P HHD-1C 6" 4484-LA NO.4484-BL NO.4484-ML NO.4484-TL-2-332P HHD-2D • STD. PLAN - 320.4 Sht. 2 of 2 PUBLIC WORKS „ „ APPROVED' DEPARTMENT 3 , 4", AND 6 WATER METER Martin Pastucha DATE Public Works Ad.mi..ro RECORD NOTE 03/26/2024 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON SURVEY INFORMATION PROVIDED BY A THIRD -PARTY SURVEYOR. AHBL WILL BE RESPONSIBLE FOR THE DATA PROVIDED BY THEM. THE THIRD -PARTY SURVEYOR WILL BE RESPONSIBLE FOR THE ACCURACY OF THE ACTUAL LOCATIONS IN THE FIELD. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. CITY OF RENTON Planning/Building/Public Works Dept. LO T T O 0 T N 1 L rA T J H H T N n W-420004 I � IN COMPLIANCE WITH CITY OF RENTON STANDARDS 7 WATERSHED APARTMENTS CONSTRUCTION DRAFT SET PUBLIC WATER DETAILS CLU G rr Q Q 0 LU = U) DATE: 03/28/2023 FIELDS", PAGE LU � DRAWING NO: C6.30 < > SHEET: 2 OF: 48 I r1__ N' INV i VJ I— Z LU L rr n Q 0 LU �r_ VJ LU Q U. IWW_101 ° d 4 - - °4 L------------- ---------------- I I I I I L i^B 2 �-� c D MIN a 4 Q.. F 4 0 CD CD11 ®® O ITI I I ° 1 12" I MIN A L---------------I---------------- a rl r\ /A TIP1d1 IVI I N PUBLIC WORKS 3" TO 10" DCDA DEPARTMENT VAULT INSTALLATION FIRE SPRINKLER SYSTEMS DDCVA NOT TO SCALE STD. PLAN - 350.3 Sht. 1 of 2 Pz . h` DATE Works Administrator NOTES: 1. THE DCDA MUST BE LISTED ON THE LATEST VERSION OF "BACKFLOW ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY THE STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2. THE DCDA MUST BE TESTED BY A WASHINGTON STATE CERTIFIED BACKFLOW ASSEMBLY TESTER UPON INSTALLATION AND ANNUALLY THEREAFTER. ASSEMBLY TO BE MAINTAINED BY PROPERTY OWNER. A COPY OF THE TEST REPORT SHALL BE SENT TO THE CITY OF RENTON WATER UTILITY CROSS CONNECTION CONTROL SPECIALIST, FAX 425-430-7241, EMAIL MHOLTE@RENTONWA.GOV. 3. VAULTS SHALL NOT BE INSTALLED IN AREAS WITH VEHICLE TRAFFIC. 4. VAULT AND HATCH MODELS ARE PROVIDED AS REFERENCE. SHOP DRAWINGS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. S. TEE AND GATE VALVE REQUIRED ON MAIN. 6. WHEN DCDA IS USED IN THE SAME LINE AS THE DOMESTIC BUILDING METER, THE METERED BYPASS SHALL BE OMITTED. 7. MINIMUM T OF LEVEL, UNOBSTRUCTED AREA AROUND HATCHES. 8. FDC TO BE LOCATED DOWNSTREAM OF DCDA. FDC LINE AND CHECK VALVE MAY BE ROUTED INSIDE THE DCDA VAULT PROVIDED THE VAULT IS ADEQUATELY SIZED AND ALL PROVISIONS OF STD PLAN 360.5 ARE MET. 9. LONGER VALVE ASSEMBLIES MAY REQUIRE A LARGER VAULT TO MEET REQUIRED CLEARANCES. SUBMIT FOR APPROVAL. 10. EACH VALVE SHALL BE MARKED WITH MODEL NUMBER WITH DESIGNATION OF RESILIENT SEAT: SUCH AS "RS" OR "R", WHICH MUST BE CAST, MOLDED, OR AFFIXED ONTO THE BODY OR BONNET OF THE VALVE. ALL FERROUS BODIED VALVES SHALL BE COATED WITH A MINIMUM OF 4 MILS OF EPDXY OR EQUIVALENT POLYMERIZED COATING. LINE -SIZED WASHINGTON STATE -APPROVED DCDA WITH TWO (2) RESILIENT -SEATED SHUT-OFF VALVES ODOUBLE CHECK AND FOUR (4) RESILIENT -SEATED TEST COCKS, DCDA SHALL BE INSTALLED EQUIDISTANT FROM THE ENDS DETECTOR ASSEMBLY OF THE CONCRETE VAULT, TWO (2) VALVE SUPERVISORY SWITCHES (ONE PER VALVE) PER RRFA REQUIREMENTS OB BYPASS Y4" DETECTOR BYPASS, ALL MATERIALS TO BE BRASS OR COPPER OC BYPASS METER Y4" AMI WATER METER WITH RADIO AND BATTERY UNIT, TO BE PROVIDED BY THE CITY ODOUBLE CHECK Y4" WASHINGTON STATE -APPROVED DCVA WITH TWO (2) RESILIENT -SEATED SHUT-OFF VALVES AND FOUR VALVE ASSEMBLY (4) RESILIENT -SEATED TEST COCKS OE PIPE SUPPORT ADJUSTABLE PIPE SADDLE SUPPORT, GRINNELL FIG. 264 OR EQUAL, WITH BASE, BOLTED TO FLOOR OF ADAPTER RESTRAINED FLANGE ADAPTER, EBAA IRON SERIES 2100 MEGAFLANGE OR EQUAL OG WATER MAIN CLASS 52 DI PIPE (PExFL) WITH RESTRAINED JOINTS OH WALL FLANGE MIDSPAN PIPE RESTRAINT WITH CONCRETE BLOCKING PER STD PLAN 350.7, SEAL PIPE PENETRATIONS WITH WATER -TIGHT GROUT OI CONCRETE VAULT OLDCASTLE PRECAST VAULT, MODEL NUMBERS PER TABLE BELOW, OR EQUAL MINIMUM 6" PVC FLOOR DRAIN, SLOPE TO STORM DRAIN OR DAYLIGHT TO DRAINAGE DITCH WITH WIRE 0DRAIN MESH RODENT SCREEN AT DRAIN OUTLET, SEAL PIPE PENETRATION WITH WATER -TIGHT GROUT OK ACCESS HATCH TWO LOCKING HINGED ALUMINUM DOORS, TRAFFIC -RATED, WITH SLIP -RESISTANT TREATMENT, MARKED "WATER", LW PRODUCTS MODEL NUMBERS PER TABLE BELOW, OR EQUAL OL LADDER GALVANIZED STEEL LADDER SECURED TO VAULT PER STD PLAN 350.8 OM GRAVEL FOUNDATION GRAVEL PER WSDOT STANDARD SPECIFICATIONS, 12" MINIMUM ALL DIRECTIONS VAULT MODEL NUMBERS DCVA SIZE VAULT BASE PIECE CENTER PIECE TOP PIECE ACCESS HATCH 3" 675-WA NO.675-BL NO. 675-MLW NO. 675-TL-2-332P HHD-1C 4" 675-WA NO.675-BL NO. 675-MLW NO. 675-TL-2-332P HHD-1C 6" 675-WA NO.675-BL NO. 675-MLW NO. 675-TL-2-332P HHD-1C 8" 687-LA NO.687-BL NO.687-ML NO.687-TL-2-332P HHD-2D 10" 5106-LA NO.5106-BL NO.5106-ML NO.5106-TL3-332 HHD-2D �� �� STD. PLAN - 350.3 Sht. 2 of 2 PUBLIC WORKS 3 TO 10 DCDA APPROVED: DEPARTMENT VAULT INSTALLATION FIRE SPRINKLER SYSTEMS Mart Pa=t ha 10 1 P°ert Work Ad111i trator DATE EXISTING WATER LINE TESTING DETAIL EXISTING WATER LINE FINAL CONNECTION DETAIL M1 XISTING WATER LINE PLAN VIEW TICAL CROSS(MJxFL) FOR PDLYPIGGING BLIND FLANGE ON TOP WITH 2'TAP & 2'PLUG BLIND FLANGE ON BOTTOM (MJ) PLUG WITH 2' TAP & 2' TEMPORARY BLOW -OFF IORARY BLOCK -INGS -ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION, REMDVE TEMP. BLOCK & BLDW-OFF & CONNECT WITH SLEEVE (MJ) & A1, SPOOLS FINAL CONNECTION BY CITY FORCES `S Y +�n �+ PUBLIC WORKS CONNECTION TO WATER MAIN STD. PLAN — 300.4 �02 DEPARTMENT CUT IN -LINE TEE & THREE VALVES MARCH 2O10 CONNECTION TO WATER MAIN NOT TO SCALE 011/2//20" CiNlEngineers ■J— 001 ASI-001 CJ 9/27/22 DT S"''ED0 scALE sb du2lEgi ees T.L. HORIZONTAL NAD 1983/1991 Laads pek&MdL 002 PROGRESSIVE CONSTRUCTION SET CJ 12/5/22 DT DESIGNED: PER SHEET c°mm°°ilnaie°°ers 003 UPDATES PER CONDITIONS OF APPROVAL DT 1/27/23 DT J.N. O or& ®R L°°dS,N y°m 004 GRADY WAY STORMWATER REVISIONS CW 12/26/23 TS DRAWN. J.N. NQ19°°°m 005 AS —BUILT REVISIONS AA 03/26/24 TS CHECKED: ONE INCH DATUM Know what's b@IOW. AT FULL SCALE TACOMA • S EATTLE DT IF NOT ONE INCH Ca I I before you dig. 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL N O. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206,267,2425 TEL RECORD NOTE TEMPORARY 2" GALVANIZED PIPE AND 2" GATE VALVE INSTALL 2" PLUG ON TOP BLIND FLANGE AFTER REMOVAL OF POLYPIG 3 FT MIN. COVER (10-INCH DIAMETER AND UNDER) 4 FT MIN. COVER (12-INCH DIAMETER AND OVER) NEW WATER MAIN POLYPIG ^ VERTICAL CROSS FOR POLYPIGGING STATION: SIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE VERTICAL CROSS (MJ X FL) ONE BLIND FLANGE ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW —OFF ASSEMBLY (REMOVE BLOW —OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY —PIG") ONE BLIND FLANGE ON BOTTOM OF CROSS ONE PLUG (MJ) ON END OF CROSS CONCRETE BLOCKING ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE DISINFECTION OF NEW WATER MAIN 6T STD. PLAN — 300.6 UD PUBLIC WORKS POLY PIG STATION FOR CLEANING OF ��jo DEPARTMENT WATER MAINS MARCH 2O10 POLY PIG STATION FOR CLEANING STATION FOR CLEANING NOT TO SCALE 03/26/2024 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON SURVEY INFORMATION PROVIDED BY A THIRD -PARTY SURVEYOR. AHBL WILL BE RESPONSIBLE FOR THE DATA PROVIDED BY THEM. THE THIRD -PARTY SURVEYOR WILL BE RESPONSIBLE FOR THE ACCURACY OF THE ACTUAL LOCATIONS IN THE FIELD. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. CITY OF RENTON Planning/Building/Public Works Dept. T T LO 0 T N 1 L rA T Q J H H T n W-420005 I � IN COMPLIANCE WITH CITY OF RENTON STANDARDS 7 WATERSHED APARTMENTS CONSTRUCTION DRAFT SET PUBLIC WATER DETAILS LU G Q Q 0 LU = U) DATE: 03/28/2023 FIELDS", PAGE LU � DRAWING NO: C6.40 SHEET: OF: 22 48 • • N rR' ►%Q V ) I— Z Uj 75 I— rr ^Q 0 W r2 V ) rr W Q w zZ FIRE HYDRANT SHALL BE COREY—TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY-MOORE/PRESERVATIVE PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. CONCRETE J THRUST BLOCK 16" x 8" x 4" MININUM CONCRETE BEARING BLOCK UNDER HYDRANT MIN. 18" TO 20" BEHIND BACK OF CURB OR 12" BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB 4.875" x 5" STORZ 5'x5'x6" THICK CONCRETE PAD AROUND HYDRANT. FINISH TO MATCH SIDEWALK. EXPANSION JOINT AT BACK OF SIDEWALK CONCRETE SIDEWALK /,//-OR PLANTING STRIP 36" MIN COVER TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED. RAISED PAVEMENT MARKER TYPE 88-A STIMSONITE TWO-WAY BLUE REFLECTIVE CONCRETE BLOCKING MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR-TEN STEEL TIE RODS. 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK 1' ABOVE BOOT FLANGE. PLACE 8 MIL POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY J ONE MAN ROCK- 1 6 TE PAD (. LEVEL ALL GROUND MIN 3' RADIUS e 6" CONCRETE PAD CUT FILL HYDRANT LOCATION IN CUT OR FILL FIRE HYDRANT ASSEMBLY STD. PLAN — 310.1 r FIRE HYDRANT ASSEMBLY NOT TO SCALE WASTEWATER UTILITY STANDARD NOTES 1 ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION 2 DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 UNLESS OTHERWISE APPROVED BY THE CITY BENCHMARKS AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS 3 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, INCLUDING STREET USE PERMITS, PRIOR TO STARTING CONSTRUCTION INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION 4 THE HOURS F O WORK IN THE STREET RIGHT-OF-WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY 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 IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. 6. 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 THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF RCW 19 122 A DIG TICKET SHALL BE OBTAINED A MINIMUM OF TWO BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION THE CONTRACTOR SHALL HAVE A COPY OF THE DIG TICKET ON SITE AT ALL TIMES 7. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 12-INCHES, MAXIMUM DEPTH 18-INCHES, THOROUGHLY COMPACTING 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 THE PIPE SHALL BE EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19). 8 SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER-GASKETED ASTM D 3034, SDR 35, C900/C905 OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE CITY 9 SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC ) UNLESS APPROVED BY THE CITY IF A SANITARY SEWER IS TO BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC.), IT SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON IN ACCORDANCE WITH STANDARD DETAIL 412 10. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE BACKFILLED WITH CRUSHED SURFACING AGGREGATE (WSDOT SPECIFICATION 9-03 9(3) AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY 11 ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANDARD PLANS & SPECIFICATIONS THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE PIPE BEDDING SHALL BE IN ACCORDANCE WITH STANDARD PLAN 405 12 ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE CITY FOR THE PREVENTION OF ON -SITE EROSION BOTH DURING CONSTRUCTION AND AFTER THE COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL 13 THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH A RECORD DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR S�,PLAN -413 PUBLIC WORKS WASTEWATER UTILITY APPROVED URI DEPARTMENT STANDARD NOTES Martin Pastucha O/26/z P"dic M. DATE WATER PLAN GENERAL NOTES Standard Plan No. 300 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON -SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTORTEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITYTESTING. 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BYTHE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. STD. PLAN - 300.0 Q$ PUBLIC WORKS WATER PLAN GENERAL NOTES DEPARTMENT 'F'�NCp MARCH 2O10 Q OY WA OF SNINC�tS1 °•p 46416sv� OACISTERE9 �ssIONAL E��ti 0�/2//Z029 i /N Civil Engineers 001 ASI-001 CJ 9/27/22 DT s1'E'ED' SCALE: ■ Stru1tu21E19irreers T.L. HORIZONTAL NAD 1983/1991 R ®— 0nd-pArhMdc 002 PROGRESSIVE CONSTRUCTION SET CJ 12/5/22 DT DESIGNED: PER SHEET CPmmuniryPlanrers 003 UPDATES PER CONDITIONS OF APPROVAL DT 1/27/23 DT J.N. Q © O Le^d&Ney- 004 GRADY WAY STORMWATER REVISIONS CW 12/26/23 TS DRAWN. J.N. Know what's below. NQ19hb. 005 AS —BUILT REVISIONS AA 03/26/24 TS CHECKED: AT FULL I ONE SCALE DATUM TACO MA SEATTLE DT IF NOT ONE INCH Call before you dig. 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253,383.2422 TEL N 0. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL RECORD NOTE TESTING DETAIL a-R Cr TAPPING TEE (MJxFL) TAPPING GATE VALVE (FL XMJ) TEMPORARY PLUG (MJ) WITH 2-INCH TAP AND 2-INCH BLOW -OFF ASSEMBLY CONCRETE BLOCKING IEW D.I. WATER LINE VERTICAL CROSS(MJxFL) FOR POLYPIGGING 1-BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG 1-BLIND FLANGE ON BOTTOM 1-PLUG(MJ) WITH 2"TAP & 2" BLOW -OFF TEMPORARY BLOCK FINAL CONNECTION DETAIL ' O NEW D.I. WATER LINE AFTER ALL CLEANING BY POLYPIG, PRESSURE TESTING AND DISINFECTION, REMOVE TEMPORAY BLOCK & BLOW -OFF AND CONNECT TO VALVE WITH D.I. SLEEVE MJ & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES ( ) NOTES: 1. TAPPING TEES SHALL BE MADE OF CAST IRON, DUCTILE IRON OR EPDXY -COATED STEEL. BOLTS AND NUTS SHAL BE COR-TEN. ALL TEES AND VALVES SHALL BE WATER TESTED BEFORE TAP 2. NO SIZE ON SIZE TAPS ON CAST-IRON WATER LINES. TAP SHALL BE AT LEAST 2" SMALLER DIAMETER THAN THE EXISTING MAIN. 3. NO WET TAP ON ASBESTOS CEMENT LINE OR STEEL LINE 4. WET -TAPPING OF EXISTING CITY OF RENTON WATER MAINS WILL BE DONE BY SPEER TAP OR SUPERIOR TAPPING INC. 5. CONTRACTOR SHALL POTHOLE AND VERIFY THE HORIZONTAL AND VERTICAL ALIGNMENT OF EXISTING LINE OR STUB AND SHALL START LAYING THE NEW LINE AT THE SAME HORIZONTAL AND VERTICAL ALIGNMENT OF THE EXISTING STUB. 6. CITY FORCES WILL PERFORM THE FINAL CONNECTION FROM THE WATER LINE TO THE TAPPING VALVE WITH D.I. SLEEVE AND D.I. SPOOL. Y STD. PLAN - 300.1 an+ PUBLIC WORKS CONNECTION TO WATER MAIN WITH � &AN DEPARTMENT TAPPING TEE & VALVE MARCH 2O10 CONNECTION TO MAIN WITH TAPPING TEE NOT TO SCALE 03/26/2024 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON SURVEY INFORMATION PROVIDED BY A THIRD -PARTY SURVEYOR. AHBL WILL BE RESPONSIBLE FOR THE DATA PROVIDED BY THEM. THE THIRD -PARTY SURVEYOR WILL BE RESPONSIBLE FOR THE ACCURACY OF THE ACTUAL LOCATIONS IN THE FIELD. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. CITY OF ;R RENTON Planning/Building/Public Works Dept. N U ►�1 W-420006 I� IN COMPLIANCE WITH CITY OF RENTON STANDARDS 7 WATERSHED APARTMENTS CONSTRUCTION DRAFT SET PUBLIC WATER DETAILS Cw G Q 0— a 0 LLJ = DATE: 03/28/2023 FIELDBOOK: PAGE:Ir LU DRAWING NO: C6.50 a SHEET: OF. 23 48 nI AAI O O N LU VJ I— Z LU G rr ^a n a 0 LU �r_ VJ LU a CJ LL BUILDING NG -DA OR RPDA 1350.3 OR 360.4 M �R MAIN (1) TEE (FLxFL) (3) GATE VALVES (FLxMJ) WITH CONCRETE BLOCKING NOTES: 1. FIRE SPRINKLER SYSTEM SHALL BE LOCATED ON DEDICATED FIRE SERVICE SEPARATE FROM DOMESTIC SERVICE TO THE BUILDING. 2. PIV MUST BE LOCATED ON THE FIRE SERVICE BETWEEN THE ROW AND THE FDC. 3. FIRE MARSHAL SHALL APPROVE FDC AND/OR PIV LOCATION IF LESS THAN 50, FROM BUILDING. 4. THE DCDA OR RPDA MUST BE TESTED BY A WASHINGTON STATE CERTIFIED BACKFLOW ASSEMBLY TESTER UPON INSTALLATION AND ANNUALLY THEREAFTER. ASSEMBLY TO BE MAINTAINED BY PROPERTY OWNER. A COPY OF THE TEST REPORT SHALL BE SENT TO THE CITY OF RENTON WATER UTILITY CROSS CONNECTION CONTROL SPECIALIST, FAX 425-430-7241, EMAILMHOLTE@RENTONWA.GOV. 5. THE FDC AND PIV MAY BE LOCATED WITHIN THE VAULT WITH THE BACKFLOW ASSEMBLY PER STD PLAN 370.3. PUBLIC WORKS COMMERCIAL FIRE SPRINKLER SYSTEM APPROVED: STD. PLAN - 370.2 o - DEPARTMENT 3„ TO 10„ DCDA OR RPDA OUTSIDE INSTALLATION Ma,t Pas ha Pubu, Work: Ad,i is m DATE COMMERCIAL FIRE SPRINKLER NOT TO SCALE MATERIALS OA WALL FLANGE OB BLOCKING OC PIPE PENETRATION OD GRAVEL PROFILE 24" MIN MIDSPAN PIPE RESTRAINT, EBAA IRON SERIES 110OSDB MEGALUG OR EQUAL, WRAP WITH POLYETHYLENE ENCASEMENT PRIOR TO PLACEMENT OF CONCRETE BLOCKING CONCRETE THRUST BLOCKING, CAST -IN -PLACE CONCRETE (MINIMUM 3,000 PSI), TO BE SIZED BY DESIGN ENGINEER (MINIMUM 24"x24"x6i') CORE DRILL (O.D. +2") VAULT IF KNOCKOUTS ARE NOT PROVIDED, SEAL PIPE PENETRATION WITH WATER -TIGHT GROUT FOUNDATION GRAVEL PER WSDOT STANDARD SPECIFICATIONS, 12" MINIMUM ALL DIRECTIONS STD. PLAN - 370.4 + PUBLIC WORKS CONCRETE BLOCKING APPROVED: DEPARTMENT ADJACENT TO VAULT m t,m Pzs hz DATE Public Works Adminl, ra CONCRETE BLOCKING ADJACENT TO VAULT NOT TO SCALE .A .a a' a ., r----- —T— ------ �16"� ad A I HINGE HINGE Il ACCESS HATCH �I (SEE NOTES 4 & 5) I a I I I I I L — — — — — — — l — — — — — — — J d a. A PROFILE FIRST STEP 8" TO 12" BELOW TOP OF COVER CONCRETE MECHANICAL ANCHOR BOLT, GALVANIZED OR STAINLESS STEEL (TYP.) SIDE RAIL AND BRACKET 1Y2" x X" GALVANIZED STEEL (TYP.) RUNG, NO. 8 DEFORMED REINFORCING BAR CONFORMING TO ASTM A615 4" MIN PVC DRAIN TO DAYLIGHT OR STORM DRAIN SYSTEM, WIRE MESH RODENT SCREEN OVER DRAIN in J NOTES: 1. VAULTS SHALL ONLY BE INSTALLED IN SHOULDERS, SIDEWALKS, OR LANDSCAPED AREAS. VAULTS SHALL NOT BE INSTALLED IN AREAS WITH VEHICULAR TRAFFIC. VAULT COVER SHALL READ "WATER". 2. LADDER TO BE SECURED TO VAULT WALL AT THREE LOCATIONS: TOP, MIDDLE, AND BOTTOM. 3. ALL LADDER PARTS TO BE GALVANIZED CONFORMING TO ASTM A123. 4. ACCESS HATCH SHALL BE LOCKING ALUMINUM DOUBLE DOORS, LW PRODUCTS CO. MODEL HHD-1C OR HHD-2D AS REQUIRED, RATED FOR H-30 LOADING WITH ASLIP RESISTANT TREATMENT AS FOLLOWS: THERMION, SAFTRAX TH604 GRADE #2 MODERATE TEXTURE - SLIPNOT, GRIP PLATE GRADE 2 (MEDIUM) STEEL - HARSCO IKG, MEBAC#1 GRATING PACIFIC, ALGRIP SLIP -RESISTANT FLOOR PLATE 5. HATCHES SHALL INCLUDE RECESSED PADLOCK HASP SIZED FOR CITY OF RENTON WATER UTILITY PADLOCKS (CONTACT LW PRODUCTS). 6. LADDER -UP ATTACHMENT REQUIRED ON ALL VAULT LADDERS, BILCO LADDERUP TYPE LU-2. STD. PLAN - 370.5 + PUBLIC WORKS APPROVED: DEPARTMENT VAULT LADDER marcPzs hz DATE Public Works Administrator VAULT LADDER NOT TO SCALE !✓XST OP4j� OF WAskjNCrrti °i Pjlll ��SSIONAL E��1 CiNlEngineers ■J— 001 ASI-001 CJ 9/27/22 DT S"''ED0 scALE sbdu2lEgireers T.L. HORIZONTAL: NAD 1983/1991 — ` Lznds peA,c„Me 002 PROGRESSIVE CONSTRUCTION SET CJ 12/5/22 DT DESIGNED: PER SHEET c°mm°°ilnaie°ders 003 UPDATES PER CONDITIONS OF APPROVAL DT 1/27/23 DT J.N. mm L°°dS°N y°m 004 GRADY WAY STORMWATER REVISIONS CW 12/26/23 TS DRAWN. J.N. NQ19°°°m 005 AS —BUILT REVISIONS AA 03/26/24 TS CHECKED: ONE INCH DATUM Know what's b@IOW. AT FULL SCALE TACOMA • S EATTLE DT IF NOT ONE INCH Ca I I before you dig. 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL N O. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206,267,2425 TEL TESTING CONNECTION POLYPIG STATION PER STD PLAN 300.6 - (1) VERTICAL CROSS (MJxFL) (1) BLIND FLANGE ON TOP WITH 2" TAP AND 2" PLUG (1) BLIND FLANGE ON BOTTOM (1) PLUG (MJ) WITH 2" TAP AND TEMPORARY BLOW -OFF ASSEMBLY WITH TEMPORARY THRUST BLOCKING I� 10i± EXISTING WATER MAIN I/ j j�� j % �/j 1,of , EXISTING TEE, CAP, PLUG, TEMPORARY BLOCKING OR DEAD END LINE, DO NOT DISTURB BLOCKING FINAL CONNECTION NEW DI WATER MAIN UPON COMPLETION OF POLYPIGGING, HYDROSTATIC TESTING, AND DISINFECTION, REMOVE TEMPORARY THRUST BLOCKING AND TEMPORARY BLOW -OFF ASSEMBLIES FINAL CONNECTION (BY CITY FORCES) (1) DI SPOOL (1) DI SLEEVE (MJ) NEW DI WATER MAIN STD. PLAN - 300.4 PUBLIC WORKS CONNECTION TO WATER MAIN APPROVED: DEPARTMENT EXISTING TEE OR END LINE CAP + P nn lic ,,k, Az DATE Public Works Administrator CONNECTION REQUIREMENTS NOT TO SCALE RECORD NOTE 03/26/2024 THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON SURVEY INFORMATION PROVIDED BY A THIRD -PARTY SURVEYOR. AHBL WILL BE RESPONSIBLE FOR THE DATA PROVIDED BY THEM. THE THIRD -PARTY SURVEYOR WILL BE RESPONSIBLE FOR THE ACCURACY OF THE ACTUAL LOCATIONS IN THE FIELD. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. CITY OF [;%Rl RENTON Planning/Building/Public Works Dept. Ali H H T N a J H H T N rr 0- W-420007 I � IN COMPLIANCE WITH CITY OF RENTON STANDARDS 7 WATERSHED APARTMENTS CONSTRUCTION DRAFT SET PUBLIC WATER DETAILS LU G a a 0 LU = U) DATE: 03/28/2023 FIELDS", PAGE LU � DRAWING NO: C6.60 a SHEET: OF: 24 48 I N' rM1 M z LU 75 n Q r) iw rr w Q w Z NOTE: POST INDICATOR 1. REFER TO ELECTRICAL PLANS FOR SIGNAL AND POWER TO SUPERVISORY/TAMPER SWITCH. GRADE GATE VALVE 2- 1 " 0 RODS TO BUILDING PIPE MATERIAL AND FITTINGS THRUST BLOCK _"� AS PER SPECIFICATIONS POST INDICATOR VALVE NOT TO SCALE TEE OF APPROPRIATE SIZE USE ROMAC COUPLING OR APPROVED EQUAL WHEN 60" MIN 4 CONNECTING TO AN EXISTING " FOR NEW SEWER MAIN !: •'• MANHOLES SEE NOTE 7 • "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL 90' BEND EMBEDDED IN CONCRETE •r t• 1/2 THE DIAMETER OF ' r •! THE DOWNSTREAM PIPE NOTES 1. SANITARY SEWER DROPS ARE ONLY TO BE USED UPON APPROVAL BY THE WASTEWATER UTILITY SECTION 2 DROP PIPES AND FITTINGS SHALL BE PVC SDR 35 WHEN CONNECTING TO ALL EXISTING SEWER MAIN MATERIALS EXCEPT DUCTILE IRON. USE AWWA C900 PIPE AND AWWA C907 FITTING WHEN CONNECTING TO DUCTILE IRON SEWER MAINS 3 MINIMUM SIZE MANHOLE FOR INSIDE DROP CONNECTION SHALL BE 60" DIAMETER 4 CONNECTIONS TO MANHOLE SHALL BE CORE DRILLED AND USE KOR-N-SEAL BOOTS OR APPROVED EQUAL 5 USE ROMAC COUPLING OR APPROVED EQUAL WHEN CONNECTING TO AN EXISTING MAIN 6 WITHIN A 60" DIAMETER MANHOLE, THE MAXIMUM ALLOWABLE DIAMETER OF THE INSIDE DROP PIPING IS 12" INSIDE DROPS EXCEEDING 12" IN DIAMETER OR MULTIPLE DROPS SHALL BE REVIEWED BY THE WASTEWATER UTILITY AND MAY REQUIRE A LARGER DIAMETER MANHOLE. 7 "RELINER" BRAND STAINLESS STEEL ADJUSTABLE CLAMPING BRACKETS OR APPROVED EQUAL SHALL BE INSTALLED WITHIN 6" OF BOTH BELL AND SPIGOT ENDS OF EACH DROP PIPE IF DROP PIPE LENGTH EXCEEDS 5 FEET THEN CENTER STRAPS SHALL BE INSTALLED WITH A MAXIMUM SPACING OF 4 FEET ON CENTER BRACKETS SHALL BE ATTACHED UTILIZING STAINLESS STEEL EXPANSION BOLTS, MIN 2 EACH AT CONNECTION POINTS 8 MANHOLE CONE SECTION AND ACCESS LADDER MAY NEED TO BE RELOCATED TO ALLOW DROP STP. PLAN - 402.2 by — PUBLIC WORKS INSIDE DROP CONNECTION ,9 pr%I—S ROVEDVRI DEPARTMENT FOR SANITARY MANHOLE artin Pastuchdo/26/2 WMk Work, MmlN.ln[p DATE INSIDE DROP CONNECTION NOT TO SCALE Know what's below. Call before you dig. Civil Engineers ShucNralEngineers Landscape Archltecls Community Planners 0 [no O Land Surveyors Neighbors T A C O M A • S E A T T L E 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 1200 Sixth Avenue, Suite 1620, Seattle, WA 98101 206.267.2425 TEL 30' 5" STORZ FIRE DEPARTMENT INLET CONNECTION 36"-48" A. d :$ a THRUST BLOCKING RAISED LETTERS "AUTO SPRINKLER" 6" DUCTILE IRON CLASS 52 PIPE (FLANGE x THREAD) 18"x18"x8" CONCRETE SLAB CENTERED ON FDC 6" 90' BEND (FLANGE x FLANGE) PRECAST CONCRETE FOGTITE #2 VAULT SWING -TYPE GRAVITY OPERATED CHECK VALVE. CONCRETE VALVE SUPPORT, 12" HIGH (MIN) 1 2" DRAIN ROCK, 12" MIN DEPTH 4" STRAIGHT BALL DRIP VALVE NPT-TAPPED INTO INVERT OF PIPE FIRE DEPARTMENT CONNECTION NOT TO SCALE UTILITY TRENCH BACKFILL SHALL BE BANKRUN GRAVEL PER WSDOT 9-03.19, COMPACTED TO 95% (MIN). SUITABLE NATIVE STRUCTURAL FILL MAY BE USED FOR TRENCH BACKFILL IF COMPACTION CAN BE ACHIEVED AS APPROVED BY THE GEOTECHNICAL ENGINEER GRAVEL BACKFILL FOR PIPE ZONE BEDDING PER W.S.D.O.T. 9-03.12(3), 95% COMPACTION. IF SUBGRADE DOES NOT MEET COMPACTION REQUIREMENTS FOR SUPPORT OF THE UTILITY, OVER -EXCAVATE TO PROVIDE A MINIMUM OF 12-INCHES OF QUARRY SPALLS PLACED OVER A GEOTEXTILE SUCH AS MIRAFI 50OX OR EQUIVALENT APPROVED BY THE GEOTECHNICAL ENGINEER RIGID FLEXIBLE (DI, CONIC) (CPEP, CMP, PVC) BUILDING OR PAVEMENT S U BG RAD E ELEVATION p� CD X q / o 6" MIN PIPE AS SPECIFIED ON PLAN OR SPECS ID + 30" PIPE TRENCHING AND BACKFILL NOT TO SCALE RECORD NOTE 03/26/2024 THESE RECORD DRAWINGS HAVE BEEN QYV WAA L�'� PREPARED BASED ON SURVEY INFORMATION PROVIDED BY A THIRD -PARTY SURVEYOR. AHBL oq WILL BE RESPONSIBLE FOR THE DATA PROVIDED BY THEM. THE THIRD -PARTY SURVEYOR WILL BE RESPONSIBLE FOR THE V'! ACCURACY OF THE ACTUAL LOCATIONS IN THE 46416 °A , ISTERE9�' FIELD. THOSE RELYING ON THIS RECORD �ssIONAL E��� DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. 001 ASI-001 CJ 9/27/22 DT s1RvEYEDi SCALE: T.L. HORIZONTAL NAD 1983/1991 CITY 0 F 002 PROGRESSIVE CONSTRUCTION SET 112/5/22 DT DESIGNED: PER SHEET 003 UPDATES PER CONDITIONS OF APPROVAL DT 1/27/23 DT J.N. R E N TO N DRAWN: 004 GRADY WAY STORMWATER REVISIONS CW 12/26/23 TS J.N. ONE INCH DATUM 005 AS -BUILT REVISIONS AA 03/26/24 TS CHECKED: DT AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY U H H T Q J W-420008 I� IN COMPLIANCE WITH CITY OF RENTON STANDARDS 7 WATERSHED APARTMENTS CONSTRUCTION DRAFT SET PRIVATE WATER DETAILS CW G Q a 0 LU = DATE: 03/28/2023 FIELDBOOK: PAGE: Uj P- DRAWING NO: C6.70 SHEET: OF. 25 48