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HomeMy WebLinkAboutzS-4305setLi) Ln O O C't) Co ~ N N n V L� 0 W 1 NOTES: I� 1 I I LJ JON�S CD / - IQ EXISTING SIDE SEE WER RE P PR/ I 10' DRIVEWAY ESMT I 1 20' INGRESS, E SS & UTILITIES SON �N �30 TO BE CAPPED AND PROPOSED PROPERTY REG No 4731181 ESM'T PER (R2) PE�O SOS �21016 / l ABANDONED ---- ------------- LINE (TYP) - - � / ------------------ --- ------------- PPN SSMH / / RIM EL=204.09 06 \ 212� ti /218 8"CONC(E)IE=196.59 -25.00 dN. 8"CONC(N)IE=196.29 0� ) 55CO7 / .)4. _ j _) 18LF 6" PVC 6 /E 210.38 z / - -3SCO 5 90.1489 6" IE 209.59 / PROPOSED FINISH 6, lE 6 1 _ I LU I ( / GRADE CONTOUR (TYP) 6" If- 206.91 SSCo 6 d EX/STING WATER METER I I I .; I 2 » ° °' d °. ° ° 4LF 6 PVC 3 0� 0 P� F TO BE REMOVED I I I PAD 6 IF 09.16 I Q . a . ° 90.0575 PAD I P\ PNSIRoEN SAL VAGED BY CITY (TYP) � 216.0 . ' ° ° l 217.0 / �N \0L� G N0' ° » d .a ° ° I I 13LF 6 PVC : I ° N N N I I / 00.1415 ° /GSN\NGS\�\SP ° d ° ° - : ° » EX/STING GROUND 6" IF 211.00 a I° , ° ° d 6 /E 210.61 ��RSO ��E 1016� I . ll / CONTOUR (TYP) '° ° ` ° ° 1 f 44.84, 13.27' RT � 0 SSCO 5A 6 /E 206.9 2" BLOWOFF ASSEUBL Y / FQ 6" lE 206.91 ,o PER CORD STD. PLAN 340.1 I {' CUT AND CAP EXISTING I WITH CONC. BLOCKING WATER SERVICE AT MAIN / I \ 8LF 6" PVC I I \ 0' 50NG ON PER CURRENT PUBLIC / I 00.2812 >f44.83, 5.96' RT I I G J �0 g WORKS SPEC/F/CA TONS / \ ° d SSCO 5 I o 0 ON ON 23 Lq d ° 91LF 6 PVC ° ° I ° m ° 6 /E 206.91 CAP (M✓� I N �N, I \N� 0 G N�G�2� 0� s'N' H `t 0 0.0296 ° WITH CONC BLOCKING I ( J ON 3� r IM EL=205.23 O / Q ° 6 /E 206.91 I SE QN 8"CONC(E,S)IE=198.43 °' » a I` d 8"coNc(w)IE-198.23 I \ 1 DOMESTIC WATER METER ° : ° ° , o' ..�. TRACT C I L-- P NEW 8" IE 198.43 I WITH PR PROVIDED FOR a ° 10 O (ACCESS & UTILITIES) I I 1 \ EACH LOT (TYP) \ ES 15 a p 40' PUBLIC STORM J0N �O�E N l 4f95.91, 5.33' RT \ ° '\ \ l 88LF 6" PVC a a a DRA/NGE & 4 \ P �3 R� P " I ° PAD 0 0.032.3 UTILITIES EASEMENT \ PPN Q P g8 1 CONNECT TO EXISTING 8 MAIN I I I \ 216.0 \ N PIPE CROSS/RZ�� ORN I -REDUCER (FL) 6If- 209.93 SEE UTILITY CROSSING GE\ ) Q P FINAL CONNECTION TO EX. I I I I ° I I 6" CLEANOUT 2LF 6" p BLE, SHEET C5.21. i 8 WATER MAIN TO BE DONE BY CITY FORCES PER / I I i 169LF 8" PVC 6" If 20L I l 1.4J50 SSCO 4 6 /E 209.13 COR STD PLAN 300. 4 I I ; ` 00.0420 6" lE 204.34 e 6" lE 212. 00 _ 6" lE 209.13 / CB, TYPE I I \ ' 2 4 ' - RIM EL=200.31 ° \ 24 26LF 6" PVC 12"DI(W)IE=198.84 I 2 00.1400 \� ooze / I °O ' ' : ° ° 23 ° SSCO 3 °HP ° " o2LF 6" PVC 18 14 6 /E 209.75 SD _ 006000 6" lE 209.75 -w w ,'I \ » l �,� 13 ° �. 20LF 6" PVC N r] co 28LF 6 PVC `� ° d ° 0 0.1470 ptitio SS A /s ue- SS SS `�' 0 0(0314 / s �°°'. a SDe6 G J - - \` 6» lE 206.81 N 31 S T S T \ [ OADW11771F 8" DI / " 6 /E 206.81 _ 6LF 8" 9LF 6 PVC -----�,-J--- ---1 (PUBLIC - 6 E o 3�7� » 5 90.IJ78 r'H-SFr ` i N N N N N 12 ° 23LF 6 DI PAD " 7.0 Lc �r c 6 /E 120J 46 2> - - - 214 N \ / - - SSMH ° . °� • q tr I 6 3.23, 6.35RT STA. 6f76.11, 7' L W / 1Of00.00, PARK A l/E N = - z ® a \ �`E�¢ 07 5LF 8-D1 10' CAP (UJ) TYPE 1-48" % _ 5f00.00, ROAD A N ° \ �� \ \ _ WITH CONC BLOCKING RIM 215.65 ( 206 I 8 If OUT 205.52' �W) w 25.00 'IN 6" 1E 205. 49 Q I \ \ TRACT B I I 10' ACCESS CONNECT TO EX SSUH I 6f70.65, 6.33 RT EASEMENT 8" 1E 198.43 J w' - / I I \ (ACCESS & UTILITl�S) 6" If-204.22 \ POL YP/G STA T/ON I , 0f50.00, ROAD B = \ 6f 46.61, ROAD A FIRE HYDRANT WITH SHEAR BLOCKING PER DETAILS 310.1 & 310.2 ON SHEET C5.32 & C5.33 REN �2 5 G\�� 33�210 PQN N SCALE: 1" = 20' 0 10 20 40 SEWER LEGEND SEE WER P/P co SEWER STRUCTURE SEWER SER146F � SEWER P/PE FLOW ARROW - - SEWER EASEMENT EX/STING SEWER PIPE WA TER LEGEND WATER MAIN )7d IN[ WATER F/TT/NG 0 FIRE HYDRANT WATER METER ❑o BLOW -OFF ASSEMBL Y 101 POL YP/G STATION Q PRESSURE REDUCING VALA Vf - - WATER EASEMENT EX/STING WA TER PIPE SURFACE LEGEND EX GROUND CONTOUR MA✓R EX GROUND CONTOUR M/NR 210 FINISH GRADE CONTOUR MA✓R 212 FINISH GRADE CONTOUR M/NR CAUT/ON.- UTILITY CONFLICTS LOCATIONS OF UT/L/T/ES AS SHOWN ON THESE PLANS ARE BASED ON UNVERIFIED PUBLIC INFORMATION AND SHALL BE FIELD Vf-R/F/ED BY THE CONTRACTOR. PR/OR TO CONSTRUCT/ON, CONTRACTOR SHALL CONTACT ALL UTILITY COMPAN/ES, AND CALL UTILITY LOCATE 0 811. PR/OR TO CONSTRUCT/ON, CONTRACTOR SHALL POTHOLE EXISTING UT/L/TIES, CONTACTING THE SURVEYOR OF RECORD TO SURI/EY THE HORIZONTAL AND VfRT/CAL LOCATIONS AND VERIFY THE LOCATION, DIXNS/ON, AND DEPTH OF ALL EXISTING UTILITIES ON THE PROJECT S/TE. IN ADD/T/ON, CONTRACTOR SHALL POTHOLE LOCATIONS OF NEW UTILITY CROSSINGS TO Vf-RIFY NO CONFL/CTS EXIST. IF CONFL/CTS EXIST, THE CONTRACTOR SHALL CONSUL T CORE DES/GN, INC. TO RESOL Vf CONFLICTS PR/OR TO PROCEEDING WITH CONSTRUCTION. ALL PIPES WITH LESS THAN ONE AND A HALF FEET (1.5) OF VERTICAL SEPARATION SHALL HAVE- ETHAFOAM, OR APPROVED EQUIVALENT, PLACED BETWEEN THE PIPES TO MAINTAIN SEPARA T/ON. w 61662J, 6.34 RT \ 1. MIN/MUM OF 18-INCH VERTICAL SEPARATION BETWEEN SEWER, I z \ \ \ FIRE HYDRANT ASSEMBLY 10' PUBLIC STORM WATER AND STORM LINES WHERE MIN/MUM SEPARATION /S 6f52.61, 6.33 RT DRAINAGE & \ » 1-8 x6 TEE (M✓xFL) NOT FEAS/BLE, NON -POTABLE WATER PIPE SHALL BE RIM-203.84 I Q C 1-81x4 TEE (MJXFL) 017LWS EASEMENT PRESSURE RATED PIPE (PVC C900, D1,, OR EQUAL) I N I \ \ 1-4" GATE VAL Vf- (FLXUJ) 1N6 GATE VAL l/E (M✓xFL) PROJECT NO. 20081 K W \ \\ W/ CONC BLOCK/NG W7H CONC BLOCK/NG 2C . ALL ONSTRUCT/ON SHALL BE /N ACCORDANCE WITH THE CITY I o I \ OF RENTON STANDARD SPEC/F/CA TONS I I 3. CONTRACTOR SHALL FIELD VERIFY ALL CONNECTIONS TO I z I \ \ EXISTING PIPES FOR PROPER RTT/NGS AND DEPTH. I \ 3g & 4. ALL WATER F/TT/NGS AND VALVES WITH MECHANICAL JOINT I� 25' I 25' I II vo NERD j0 3250� (M✓) ENDS SHALL HA VE A WEDGE- TYPE RETAINER GLAND EQUAL TO MEGALUG SERIES 1100. I Q I\ I GPRO 5. SEE SHEET CA01 FOR U17LITY CROSSING TABLE. ER 50 I fD-z \ \ I P? P PR \ 25.00 ---- -- / X X - M PN <Of I' P IX I I < \NID 3251 I oHP OHP 80�G \A���10 I I I PPN NO. N O N u \ ti�;PoF�wAsyMpd CIVIL ENGINEERING \ ,2j TRACiA" - �;�P� y�'• -4 LANDSCAPE ARCHITECTURE 2 (TREE RETENTION) PLANNING TRACT D o • G41843���� DESIGN SURVEYING (FUTURE F`�SIBNAL ENVl CONVEYANCE) 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 V -21 / 04/02/25 X X X \ _ IN COMPLIANCE WITH CITY OF RENTON STANDARDS O �\ DEVELOPMENT ENGINEERING t^ �'-�- vJ 7_ELE VEN 48 HHuynh 04/17/2025 ApN 33421032 Z WASTEWATER UTILITY WATER UTILITY r S 430501 W 430501 jstowell 03/04/2025 ABDOUL GAFOUR 03/06/2025 W SURVEYED: SCALE: DATE: JONES RENTON SHORT PLA T VERTICAL: NAVD 1988 � CITY 0 F �u OTHERS HORIZONTAL- NAD 1983/1991 DESIGNED: O FLAWO BA/NOTT/ 3102PARKA VEN, RENTON, WA 98056 FIELDBOOK: RENTON PAGE DRAWN: I;R O CHUCK FEML/NG ONE INCH DATUM DRAWING NO: CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. SEWER &WATER PLAN C5, 01 \l U/CHAEL MOODY IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: OF: M/CHAEL MOODY 18 34 0 N O O N WE DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 DocuSign Envelope ID 345B6810-914F-4F2D-AB59-7C192D3B78A3 DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 LO co I N nV O O W O 1 r<j r-�-r - I EX. SEWER MAIN I I I I I I I l PROPERTY LINE �l SPOOL I I I z (LENGTH AS NEEDED) I I 13'-0" MIN -�{ I II b I 6" SEWER STUB I I I M 'tk' FUTURE 4" SIDE SEWER ( DC----------� I I I - 2"x 4" STUD MARKING POST PAINTED 6" CAP JJJ WHITE WITH THE WORD "SEWER" STENCILED `SEWER MAIN TEE X 6" TEE I I I I I IN 3" HIGH BLACK LETTERS AND #6 WIRE SIDEWALK i • ? WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD i COUPLING TYP I I I, II 13 6"X6"x6" SURFACE CLEANOUT WITH CAST IRON RING AND COVE 10 I (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR APPROVED EQUAL, SPECIFY "SEWER" ON LID), CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD I CONCRETE PAD TO BE 8* IN DEPTH I 1 -- - BEND AS 9" REQUIRED EXISTING SANITARY SEWER MAIN `2 �MINLOPE \\FUTURE 4" SIDE SEWER \6"WUB 6"X6"X6" WYE FUTURE 6"x 4" REDUCER `SEWER MAIN SIZE X 6" TEE ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN A VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL) B CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL) C PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) 0. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E LINED MAIN - NN TI CO EC ON TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC ), CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). F HOPE - CORE -DRILLED NTH A ROMAC SADDLE "INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER G MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED AND USE KOR-N-SEAL BOOTS OR APPROVED EQUAL NOTES• 1 PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT 2 UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2 5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER 3 SIDE SEWERS SHALL HAVE A MINIMUM 2 % SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR 4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT THE APPOINTED TIME DO NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR 5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 110 2 6 THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405 7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON STD. PLAN - 406.1 SIDE SEWER STUB APP why .•.� PUBLIC WORKS INSTALLATION DEPARTMENT Martin PaStUChIV26/202 (SEWER MAIN TO PROPERTY LINE) 8B8S8i F0988449D DATE DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 ALL 90 TURNS SHALL BE ACCOMPLISHED BY MEANS OF A WYE WITH CLEANOUT AND 4" BEND AS REQUIRED (NO GREATER 45 BEND TWO 45' BENDS SHALL NOT BE THAN 45' BEND) EVERY 2NO CHANGE 4" CLEANOUT WYE WTH ACCEPTABLE (SEE NOTE 11) IN DIRECTION OR GRADE WILL REQUIRE 45 BEND AND PLUG A CLEANOUT WYE (SEE NOTE 11) I (SEE NOTE 11) z J 7 z ti z - HOUSE $I HOUSE o) HOUSE (L HOUSE a a 01 a ---I 3 -0" MIN I. 4" SEWER PIPE SURFACE CLEANOUT 4" SURFACE 'v (TYPICAL) 6"x 6"x6" WYE CLEANOUT 4" SEWER PIPE, SEE NOTES 2 (SEE STD PLAN - 407) WYE �4" 4" TEST TEE WITH ,,­4*' AND 3 MINIMUM LINE SIZE FOR I WYE WITH PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6" R O W LINE CLEANOUT (TYPICAL) I _ROW LINE o 3' MIN iO co 0 `O 6"x 4" REDUCER F F Z (TYPICAL) z x MAIN SEWER LINE x x x NOTES z IF THE BUILDING SEWER SERVES ANY FIXTURE HAVING x FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION 1 PRIOR TO INSTALLATION OF A SANITARY SEWER CONNECTION, A o OF THE NEXT UPSTREAM MANHOLE COVER OF THE SIDE -SEWER PERMIT MUST BE PURCHASED FROM THE CITY OF PUBLIC SEWER SYSTEM, A BACKFLOW PREVENTION RENTON PUBLIC WORKS DEPARTMENT. o a DEVICE SUCH AS CLEAN CHECK EXTENDABLE BACKWATER VALVE OR APPROVED EQUAL SHALL BE 2 FOR INSPECTION OF SIDE SEWER, CALL 24 HOURS IN ADVANCE m INSTALLED THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER PERMIT 4" FLEXIBLE COUPLING (FERNCO OR EQUAL) SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT APPOINTED TIME DO NOT o' BACKFILL THE DITCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR N SURFACE CLEANOUT m 4"x 4'x4" WYE 3 SIDE SEWER PIPE AND FITTINGS SHALL BE PVC SDR 35 NTH RUBBER 4" PIPING GASKET JOINTS UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT PLAN BUILDING DRAIN FOR 4 A MINIMUM GRADE OF 2% (1/4" PER FOOT) MUST BE MAINTAINED LOW ELEVATION HOUSE NTH A 4" PIPE IN THE EVENT A 2% GRADE CANNOT BE MAINTAINED NTH THE APPROVAL OF THE PUBLIC WORKS INSPECTOR, THE MAIN TO CONTRACTOR MAY INSTALL A 6" DIAMETER SIDE SEWER AT NO LESS R 0 W LINE 5 FEET R 0 W. LINE TO CLEANOUT I MAX. THAN 1R. SIDE SEWER BUILDING SEWER BUILDING STUB DRAIN D 5 INSTALL SIDE SEWER NTH 2' MINIMUM COVER 18" COVER IS ALLOWED 3 FEET MIN I•-- AT THE HOUSE IF OUTLET IS SHALLOW III mill 11 6 ALL BUILDING SEWER AND SIDE SEWERS SHALL HAVE BEDDING IN \1 ACCORDANCE NTH STANDARD PLAN 405 �m" m < A p c K D Ax A 7 WHENEVER FEASIBLE, THERE SHALL BE A MINIMUM 5 FOOT Z_ N Z +�i 0+? m A v_ F X y z m p HORIZONTAL SEPARATION BETWEEN SANITARY SIDE SEWERS AND ALL '^ o o m m '0 � cox i Io s m p x F OTHER UTILITIES " O1 g y 9 o 0 0 Z c m i P � c� � m � m m B SIDE SEWER TESTING SHALL CONSIST OF PLACING A PLUG IN THE m 'D > m zo n v0 TEST TEE AND INSTALLING A 4-F001 RISER PIPE ON THE CLEANOUT I Io o oz cco AT THE BUILDING. THE SIDE SEWER PIPE SHALL BE FILLED TO NTH m i C. -' c _ -c+ G C ~ WATER TO THE TOP OF THE RISER PIPE NO LOSS OF WATER SHALL m �, m �^ n OCCUR FOR A PERIOD OF 10 MINUTES. THE SIDE SEWER MAY BE I ' z O CONNECTED TO THE BUILDING FOLLOWING THE SUCCESSFUL 0 0, rn COMPLETION OF THE LEAK TEST x. T 9 THE CLEANOUT AT THE RIGHT-OF-WAY SHALL BE INSTALLED PER m PLAN STANDARD PLAN 4061 THE CLEANOUT AT THE BUILDING SHALL BE BUILDING SEWER INSTALLED TO SURFACE GRADE ALL OTHER CLEANOUTS SHALL BE INSTALLATION INSTALLED TO WITHIN 12' OF THE SURFACE 10 IF SIDE SEWER STUB IS NOT AVAILABLE THE OWNER SHALL BE RESPONSIBLE FOR ITS INSTALLATION PER STANDARD PLAN 4061 ALL WORK WITHIN STREET RIGHT-OF-WAY SHALL BE DONE BY A LICENSED AND BONDED CONTRACTOR CALL 811 BEFORE YOU DIG 11 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC or go 10 RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 110 2 www calibeforeyoud,g Org 12 ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT (WISHA) TYPICAL BUILDING SEWER T��,�� STD. PLAN - 406.2 • PUBLIC WORKS APPInJVEU'9­d by DEPARTMENT FROM PROPERTY LINE TO Martin PastuCIJW26/202 BUILDING CONNECTION 88@ft11FFD98B4490 DATE 1 12 I 12 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 OF 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 STn. PLAN - 413 aA ]"jy. ,• PUBLIC WORKS WASTEWATER UTILITY APPROVED �It DEPARTMENT STANDARD NOTES Martin PastuchaLo/26/2 r,am w.n. Aemwao<a DATE DocuSign Envelope ID 3458681D-914F-4F2D-AB59-7C192D3B78A3 BOLTHOLES - 3 PLCS EQUALLY SPACED 120" APART ON 23 1/16' (586mm) DIA BC (SEE DETAIL) RE N T 0 Nllll SEWER Mnnc Ix usx COVER & FRAME PLAN VIEW 25' DIA [635mm] 1' 3/4'25mm] [19mm] F 'I 8 3/4' 2 112' (222mm] [64mm] TYP COVER SECTION VIEW _ 26 112' DIA C673mm] 25 1/4' DIA C641mm1 1 1/16' 1/4' (6mm) DIA (27mm] NEOPRENE GASKET 1 I I 6' C152 mm] 5/8' 23 3/8' DIA CL OPEN 116mm] I594mm] 27 5/16' DIA [694mm] 34 1/8' DIA COVER BOTTOM VIEW 3) BLT SDC (ALLEN HEAD) 5/8'-11 X 15 SS \ RUBBER WASHER BOLTING DETAIL 1/4' 1 1/16' C6mm] [27mm] 1/8' C3mm] CR3mm] GASKET GROOVE DETAIL 1867mm] NOTES FRAME SECTION VIEW 1 ALL FRAME AND COVER ASSEMBLIES SHALL HAVE A LOCKING LID PER EAST JORDAN IRON WORKS INC PRODUCT No 00371572 OR EQUAL. 2 USE FRAME AND COVER FOR SANITARY (SPECIFY "SEWER") STD. PLAN - 401.1 .�• PUBLIC WORKS SEWER MANHOLE FRAME AND COVER IVSl9nedby DEPARTMENT (CITY -OWNED) Martin PastucnL0a-2('/202 1,�B449D.DATE 063 1 12:' 5' 1 NOT TO SCALE MANHOLE FRAME AND COVER SEE STD PLAN 401 ADJUSTMENT RINGS AND MORTAR JOINTS SEE NOTE 3 FIRST STEP SHALL BE A MAXIMUM OF 18" BELOW THE COVER CONE (ECCENTRIC) STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED RUBBER GASKETED JOINTS SEE NOTE 5 IF REQUIRED, LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX PIPE SIZE - 'E' SHELF AND CHANNEL SHALL BE 3000 PSI CONCRETE PRECAST BASE SECTION OR CAST IN SHELF COMPACTED SUBGRADE WITH 6" CRUSHED ROCK OR ADDITIONAL MATERIAL SUITABLE TO SUPPORT STRUCTURE A' 'B' 'C' 'D' 'E' 4 H 8 M 4 " 8 6 " MIN 5"MIN 5 M 2 4" MIN 1" I 2 D 54 MH 54" 8" MIN 5 5" MIN 24" MIN 24" 1 D 60" MH 60" 8" MIN 6" MIN 42" MIN 30" 1 D NOTES. 1 STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED 2 MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE IN CONFORMANCE WITH ASTM C-478. 3 ADJUSTMENT OF THE CASTING TO GRADE SHALL BE PER STD PLAN 106 THE USE OF SHIMS IS PROHIBITED. 4 SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, FACTORY -COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING, WASSER MC-SHIELDCOAT 100 OR APPROVED EQUAL, COLOR OF COATING SHALL BE WHITE 5 RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443 6 CHANNEL WIDTH AND HEIGHT SHALL EQUAL THE INSIDE DIAMETER OF THE LARGEST PIPE 7 CONNECTIONS TO MANHOLE SHALL BE MADE USING KOR-N-SEAL BOOTS OR APPROVED EQUAL 8 IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12" ABOVE FINISHED GRADE OR MUST HAVE AN AT -GRADE, MINIMUM 2'-WIDE CONCRETE RING POURED AROUND THE COVER IN PAVED AREAS, COVER MUST SLOPE TO MATCH PAVING. 9 MANHOLES OVER 20' DEEP SHALL BE A MINIMUM OF 60" IN DIAMETER STD. PLAN - 400.1 x"ANiqqignec oy • . PUBLIC WORKS STANDARD SANITARY MANHOLE 26/102 DEPARTMENT Martin Pastucli�a( 449D. DATE DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 W (SEE NOTE 7) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) FOUNDATION LEVEL LIMITS OF PIPE ZONE 0. D. Of PIPE 6" BEDDING FOR SANITARY SEWER PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS 5 PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3) OF THE STANDARD SPECIFICATIONS 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED 7 TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. STD. PLAN - 405 AoftA PUBLIC WORKS PIPE BEDDING APP ed by VRDEPARTMENT Martin PastuCftal/26/202 FOR SANITARY SEWERS wm @Wb1 F,D988449D DATE SURVEYED: 07HER c S DESIGNED: FZA WO BA/NOTTI DRAWN: CHUCK FLEXING CHECKED: M/CHAEZ MOODY DATE APPR APPROVED: M/CHAEZ MOODY SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL- NAD 1983/1991 DATU M 1 12 1 12: MAXIMUM DISTANCE BETWEEN SPACERS SHALL BE 6 FEET ON CENTER SEAL BOTH ENDS OF CASING WITH A MANUFACTURED RUBBER SEALING DEVICE, MODEL "W" BY PIPELINE SEAL & INSULATOR OR APPROVED EQUAL PLACE END SPACER MAXIMUM OF 12" FROM END OF CASING (TYP.) r�TAI�.l L ONE SPACER SHALL BE PLACED ON THE SPIGOT END OF EACH SEGMENT AT THE LINE MARKING THE LIMIT OF INSERTION INTO THE BELL. WHEN THE JOINT IS COMPLETE, THE SPACER SHALL BE IN CONTACT WITH THE BELL OF THE JOINT SO THAT THE SPACER PUSHES THE JOINT AND RELIEVES COMPRESSION WITHIN THE JOINT. PIPE CASING (MILL PIPE) OR DUCTILE IRON OSE CLAMPS TO SECURE RUBBER SEAL (1 ON CARRIER PIPE AND 1 ON CASING PIPE) CARRIER PIPE CARRIER PIPE DIAMETER 4" 6" 8" 10" 12" CASING DIAMETER (PUSH -ON JOINT CARRIER PIPE) 10" 12" 14" 16" 20" STEEL CASING THICKNESS 0 25" 0 25" 0 25" 0.25" 0.25" SPACER BAND WIDTH 8" 8" 8" 8" 8" NOTES: 1 CASING SPACERS SHALL BE "CENTER POSITIONING" TYPE CASCADE WATERWORKS MFG OR APPROVED EQUAL 2 MINIMUM RUNNER WIDTH SHALL BE 2 INCHES 3. RUNNER HEIGHT SHALL BE SIZED TO PROVIDE A. MINIMUM 0.75" BETWEEN CARRIER PIPE BELL AND CASING PIPE WALL AT ALL TIMES B MINIMUM 1" CLEARANCE BETWEEN RUNNERS AND TOP OF CASING WALL TO PREVENT JAMMING DURING INSTALLATION 4 STEEL CASING DIAMETERS ARE "OUTSIDE DIAMETER" FOR 16" AND LARGER 5 SPACER BAND WIDTH SHALL BE 12" FOR CARRIER PIPES THAT ARE 36" DIAMETER OR GREATER. 6 FOR CARRIER PIPES EXCEEDING 12" IN DIAMETER, CASING DIAMETER AND THICKNESS SHALL BE DESIGNED BY AN ENGINEER. 7 FOR STEEL CASING, PROVIDE SHOP -APPLIED ANTI -CORROSIVE COATING ON CASING EXTERIOR CONFORMING TO AWWA 210 PRODUCT SHALL BE TNEMEC HI -BUILD TNEME-TAR SERIES 46H-413 OF APPROVED EQUAL MINIMUM COATING THICKNESS SHALL BE 16 MILS OFT. 8. STEEL CASINGS SHALL EXTEND A MINIMUM OF 5 FEET BEYOND ANY WALLS OR STRUCTURES. 9 PRIVATE LATERALS ONLY: CASING SPACERS ARE NOT REQUIRED AS LONG AS THE LATERAL CARRIER PIPE DOES NOT HAVE BELLS THAT WILL FALL WITHIN THE LENGTH OF THE CASING END SEALS ARE REQUIRED FOR ALL LATERAL CASING PIPES. AO=STD. PLAN - 412 .�• PUBLIC WORKS CASING PIPE U1� DEPARTMENT FOR MAIN LINES & LATERALS MVkOFartin PastuCfiW26/202 1:t�ZY11B44913 DATE S-430503 CITY OF RENTON Planning/Building/Public Works Dept. N Nt N i L J 1 12: PROJECT NO. 2008 1K . • Asy fM pd CIVIL ENGINEERING LANDSCAPE ARCHITECTURE •ti z• PLANNING 418434k- DESIGN SURVEYING �.`'• GISTER IBNAL ENV1 12100 NE 195th St, Suite 300 Bothell, Washington 98011 425.885.7877 V 5 O4/02/21`� IN COMPLIANCE WITH CITY OF RENTON STANDARDS O DEVELOPMENT ENGINEERING ' = HHuynh 04/17/2025 V) O WASTEWATER UTILITY 'stowell 03/04/20215 1 � JONES RENTON SHORT PLA T DATE W 3102 PARKA VEN, RENTON, WA 98056 FIELDBOOK: PAGE O DRAWING NO: SEWER DETAILS C5.31 SHEET: 20 OF, A