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Home My WebLink AboutzS-3910SetW LLI 2 0 z 0 W U ^Q L. _ z Q DC 0 I 1 � t, MIN. WIDTH OF TRANSVERSE PATCH (ROAD CROSSING) SHALL BE 6.5 FEET. PATCH SHALL BE A MIN. OF 1 FOOT : r BEYOND THE EXCAVATION. IF THE OUTSIDE OF TRENCHING IS +0 WITHIN 3 FEET OF ANY ADJACENT LANE LINE, THE ENTIRE AFFECTED LANE SHALL .. BE REPAVED. , COMBINED PUBLIC DETENTION/WET VAULT IIICOMMCTOR TO USE CAUTION WHEN - EXCAVA71NG AROUND EXISTING GAS hWNIII HAND DIGGING MAY BE NECESSARY. PIPE TO BE LOCATED PRIOR TO START OF CONSTRUCTION. PUBLIC WATER EASEMENT (FROM R.O.W. LINE TO R) CB #14 (HIGH FLOW BYPASS) 5' MIN SEPARATION /BETWEEN RTION OF PARCEL 20305-9Q1 STORMFILTER MANHOLE BETWEEN STORM DRAIN AND SANITARY SEWER (TYP) MIN SEPARATION WATER AND TARY SEWER (TYP) CB#8 SSMH#9 _CB#9 CB#10-�8#-1-------- - / LWA IIII , ,IIII�" ,. �. "CAUTION" 8" HIGH PRESSURE GAS MAIN LIGHT POLE WITH LUMINAIR TO REMAIN IN PLACE. INSTALL 3'X5' CONCRETE PAD AROUND BASE OF POLE PER DETAIL ON THIS SHEET AND PER THE DIRECTION OF ERIC CUTSHAL, CITY OF RENTON TRANSPORTATION MAINTENANCE MANAGER. MIN. WIDTH OF TRANSVERSE PATCH (ROAD SSMH #2 CROSSING) SHALL BE 6.5 FEET. PATCH SHALL BE A MIN. OF 1 FOOT BEYOND THE EXCAVATION. IF THE OUTSIDE OF TRENCHING IS WITHIN 3 FEET OF ANY ADJACENT LANE LINE, THE ENTIRE AFFECTED LANE SHALL BE REPAVED. SSMH #3 CB #2 + .'" �� CB #1 SSMH #4 RELOCATE EX. TRANSFORMER TO LANDSCAPE AREA WITHIN :.. GRANT AVE R.O.W. FOR ANY STREET WITH LANES MARKED WITH CHANNELIZATION STRIPES AND/OR BUTTONS, THE LANES ARE DETERMINED BY CHANNELIZATION. IF THE OUTSIDE OF TRENCHING IS WITHIN 3 FEET OF ANY ADJACENT LANE, THE ENTIRE ADJACENT LANE AFFECTED SHALL BE OVERLAID. rl 30 0 10 20 30 60 GRAPHIC SCALE SCALE:1'-30' 1 / / F-QNMNOpA � o 4: to/jo�l'7 SSMH #1 APPROX. LOCATION OF POWER, GAS, TELEPHONE, AND CABLE TO BE LOCATED IN COMMON TRENCH. EASEMENT TO BE PROVIDED UPON DESIGN COMPLETION FROM PURVEYORS CB #12 CB #13 SSMH #10 XT WATER CB #5 CB #3 CB #4 10' MIN SEPARATION BETWEEN WATER AND SANITARY SEWER (TYP) 5' MIN SEPARATION BETWEEN STORM DRAIN AND PARCEL. 26060-0000 SANITARY SEWER (TYP) HERITAGE VILLAGE CONDOMINIUM NOTES: —ALL PIPE CROSSINGS TO MAINTAIN VERTICAL CLEARANCE OF 12" MIN. BETWEEN PIPES. —THE MINIMUM REQUIRED VERTICAL CLEARANCE OF PROPOSED UTILITIES FROM EXISTING GAS LINE ON GRANT AVENUE SHOULD BE CONFIRMED AND PROVIDED ACCORDINGLY. ETHAFOAM PAD IS TO BE PROVIDED IF MINIMUM 12" VERTICAL CLEARANCE IS NOT AVAILABLE AT CROSSING 8' LANDSCAPE 5' PROPOSED STRIP SIDEWALK 5' EXISTING CURB INSTALL 3'X5' 4" THICK CONCRETE PAD EXISTING LIGHT POLE WITH LUMINAIRE TO REMAIN, REPLACE EX. JBOX PAD LIGHT POLE DETAIL NTS NOTE: -FOR ANY PAVEMENT CUT WITHIN THE PUBLIC RIGHT-OF-WAY, PAVEMENT RESTORATION SHALL BE DONE AS PER CITY OF RENTON STANDARD TRENCH RESTORATION AND STREET OVERLAY STANDARDS. ADDED PAVEMENT TRENCHING DETAIL NO. 1 REVISION ., 0 11111,77 M I ' x�0 I I I I C B #6 _ c� ' CB #7 C� 10 i CB #15 cn SSMH #7 I SSMH #8 I I ' 3/4 WATER � I M ER (TYP) 10' o � I / I / SSMH #6 i �� SSMH #5 I I z I 3, 1 _._.__...._. - STREET LIGHT POLE \lJONCTION BOX PLAN VIEW I 4" DEEP • z SIDE VIEW . J LIGHTING STANDARD & JUNCTION BOX ` 11 PLAN VIEW INDIVIDUAL JUNCTION BOX 7 NOTE: CLASS 'B' CONCRETE TO BE USED N CONSTRUCTION OF PAD INN 1 "=20' ow *m a Flu aw" s Far ow RU*i 90" AOOOADMq.Y PUBLIC WORKS I CONCRETE PAD DETAILS DEPARTMENT Mnew "°' '"° IM71001 � CITY OF RENTON DATU M Planning/Building/Public Works Dept. LO 00 00 0 I Q J S-391 001 /W-391 001 1 ow IN COMPLIANCE WITH CITY OF RENTON STANDARDS 2 0 WASTEWATER UTILITY WATER UTILITY z dchristen 10/16/2017 ' Abdoul Gafour 10/16/2017 0 DEVELOPMENT ENGINEERING rnair 10/17/2017 O Q GRANT PLACE TOWNHOMES 2016-12-2 -1 CL mnnwm PmLl z COMPOSITE UTILITY PLAN < C17 22 (� 18LF 8" . 1ST FF_ -1777 iRm 48.6 W/ PERMANENT 2" 1 ST FF=l 2N I D Fr�-- 2RD FF=i /_NU I- I- i � I • ® - • r - ■ j C.O.k.• 345,0 6 9111�1■■ ■Dlfll�� • • :' LIC ALLEY ■ ■ ■� ��, _: '�®„ !!II!111z�sT�®i1i�l MW'I�iil in ;,, IIII � i • _ i • � � � • . � ■ • IIri ST FF�= • ■ • • • ' - • 317.57 2.0 So STUB SS STVB • , ��■■■ - -343,5 . =321.71- S13.fcL Emma wr ice... :.� _- t - -.• - - IRRIGATION PLANS FOR CONNECTION DETAILS -STA. 0+69.89, 1.05' R 1-F.H.A. C.O.R. STD. DTL ' 310.1 1 6LF 10" D.I. STA. -0+86.Z9, 4.00'-4, 1-10" 22.5` BED (MJ''MJ) 174LF 10" I I GRANT C=LE S.E. (PUBLIC ALLEY) 1" WATER SERVICE - 5-1 " WATER SERVICE 4-1 " WATER SERVICE 4-Y4" WATER METERS I 4-�4" WATER METERS 5-�4" WATER METERS C.O.R. STD. DTL. 320.1 C.O.R. STD. DTL. 320.1 PER C.O.R. STD. DTL. 320.1 0, 104L,F 10" Da. a SSM�#lf0 S'T.A. 3+64.73, 4'L SSA. 4+T3:265 , C.O.W STD. DTL, 310.1 1-F.H.A. 1-' 0" 45- Bi ND XMJ IJ) }! 1-le GV (MJ) C.O ,R. STD.\\pTL. 310.1 " :3 STA. 5+50.00, WLSjE C.O.R. STD.DTL. 30.1 41 LF O D.I. ` -1-1"` AIR-VACASS M�LY C.O.R. 104LF 10D:I. \ 'l09LF 10 D.I. - T - - - - - -R- �'- - - _._STA.-55 16 54 -- - STD.- $T� - 4�5.3; -SEEROFILE PLAN ON ----- 1,LF 8" PVC °�, �s .off, 1 10 45 BEAD (t xMJ SHEET C1 -- .. Y 1©'►�■■©�'�!srL ti ,. 309.46 4 . • }s. .4 �9 a • ALL MECHANIC -JOINT FITTINGS SHALL HAVE RESTRAINT RIM=31515.6 EX. RETAINER -ISLANDS SUCH AS MEGALUG 1100 SERIES OR RO-MAC 600 SERIES ROMBIGRIP AND CONCRETE BLOCKING. IE=303.4 FOR SEWER RIMS AND INVERTS SEE PROFILE ON SHEET C19 z. FOR STANDARD SEWER MATERIALS AND DETAILS SEE CITY OF RENTON S-0463 STANDARD DETAIL PLANS. 18" MINIMUM VERTICAL SEPARATION BETWEEN WATER MAIN AND GAS MAIN. ALL SEWER LINES AND FACILITIES PROVIDED BY THE PROJECT ARE PUBLIC. SSMH #1 RIM 310.27 EX. I.E. 8" PVC NE=296.7f I.E. 8" PVC NW=296.74 ram, EX. I.E. 8" PVC SW=296t CONTRACTOR TO POTHOLE SEWER PRIOR TO CONSTRUCTION TO VERIFY HORIZONTAL J LOCATION AND DEPTH • ALL SEWER MAINS TO BE MINIMUM 8 INCH PVC. • ALL UTILITIES SERVING THE SITE SHALL BE UNDERGROUND. • A DCVA IS REQUIRED DOWNSTREAM OF THE DOMESTIC WATER METER TO EACH BUILDING. THE DCVA CAN BE INSTALLED IN THE GARAGE AND IT MUST BE INSTALLED ON THE BUILDING WATER SUPPLY LINE BEFORE THE FIRST WATER FIXTURE. • A 5'X5' PUBLIC WATER EASEMENT IS REQUIRED FOR EACH WATER METER LOCATED OUTSIDE RIGHT OF WAY. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY VERTICAL AND HORIZONTAL LOCATION OF EXISTING HIGH PRESSURE GAS LINE BEFORE INSTALLATION OF ALL NEW UTILITIES IN GRANT AVENUE SOUTH TO ASSURE THAT MINIMUM VERTICAL AND HORIZONTAL SEPARATION CAN BE MAINTAINED. CONTRACTOR SHALL NOTIFY ENGINEER IF SEPARATION CANNOT BE MAINTAINED IN ORDER TO DEVELOP ALTERNATE DESIGN. U) W 0 z 0 W U a �X / STA. 0+02.89, 11.98' L 0 1 12"x10" CUT -IN TEE (FLxFL) ! C) ER C.O.R. STD. DTL. 300.4 I N 1-10 GV (FLxMJ) 2-12" GV (FLxMJ) PER C.O.R. STD. DTL. 330.1 2-12" SLEEVES (MJxMJ) W/ CONC. BLOCKING INSTALL 1.5" IRRIGATION METER WITH 1.5" j� DVCA PER C.O.R. STD. PLAN 340.8. SEE 86 I 1� Z s VAULT SERVICE DRIVEW DESIGNED TO SUPPORT +A THE WEIGHT OF A VACTO 00 TRUCK 60,000 LBS T" EX. LIGHT POLE I- TO REMAIN W STA. 10+17.86, 8.39' R TW 1-10" 22.5• BEND (MJxMJ) 1 U) 54LF 10" D.I. "CAUTION" 8" HIGH PRESSURE GAS MAIN STA. 10+70.42, 8.91' R 1-12"x10" CUT -IN TEE (FLxFL) C.O.R. STD. DTL. 300.4 1-10" GV (FLxMJ) 2-12" GV (FLxMJ) C.O.R. STD. DTL. 330.1 2-12" SLEEVES (MJxMJ) W/ CONC. BLOCKING O0 SSMH #2 CUT AND CAP EXISTING SERVICE LINE AT MAIN LINE (BY CITY) EXISTING 12" WATER 30 0 10 20 30 60 GRAPHIC SCALE SCALE:1*-3a SIDE SEWER CONNECTION TABLE BLDG LOT PIPE CLEANOUT RIM INVERT 1 5LF @ 2% MIN. 316.25 307.76 1 2 5LF @ 2% MIN. 317.10 309.26 3 5LF @ 2% MIN. 317.99 310.87 4 5LF @ 2% MIN. 318.19 311.14 5 5LF @ 2% MIN. 319.47 312.88 6 5LF @ 2% MIN. 324.28 315.96 2 7 5LF @ 2% MIN. 325.51 317.70 8 5LF @ 2% MIN. 325.71 317.98 9 5LF @ 2% MIN. 327.36 319.96 3 10 5LF @ 2% MIN. 332.27 323.04 11 5LF @ 2% MIN. 333.51 324.78 12 5LF @ 2% MIN. 333.70 325.06 13 5LF @ 2% MIN. 335.31 327.04 4 14 17LF @ 2 0 IN. 346.08 338.44 15 17LF @ 2% MIN. 347.72 340.37 16 17LF @ 2% MIN. 348.14 340.64 17 17LF @ 2% MIN. 349.51 342.03 18 17LF @ 2� MIN. 351.14 343.84 5 19 7LF @ 2% MIN. 351.14 343.64 20 7LF @ 2% MIN. 349.85 341.97 21 7LF @ 2% MIN. 348.07 340.51 22 7LF @ 2% MIN. 347.79 340.10 23 7LF @ 2% MIN. 346.06 338.38 6 24 15LF @ 2% MIN. 333.62 .328.45 25 15LF @ 2% MIN. 332.59 326.71 26 15LF @ 2% MIN. 331.90 325.58 27 15LF @ 2% MIN. 330.54 323.84 7 28 15LF @ 2. IN. 325.40 320.31 29 15LF @ 2� MIN. 323.86 318.30 30 15LF @ 2% MIN. 323.69 317.98 31 15LF @ 2% MIN. 322.34 315.70 32 15LF @ 2% MIN. 317.69 312.09 33 15LF @ 2% MIN. 316.71 310.08 8 34 15LF @ 2% MIN. 316.56 309.77 35 15LF @ 2% MIN. 315.61 307.92 36 15LF @ 2% MIN. 314.55 306.18 H • • • S-391002/W-391002 W IN COMPLIANCE WITH CITY OF RENTON STANDARDS 2 0 WASTEWATER UTILITY �' WATER UTILITY Z dchristen 10/16/2017 Abdoul Gafour 10/16/2017 0 DEVELOPMENT ENGINEERINGIL LLI rnair 10/17/2017 U Dm aC I CITY OF GRANT PLACE TOWNHOMES Ana2o1s-12-2 - RENTON � DFAWN NM z Planning/Building/Public Works Dept. WASTEWATER AND WATER UTILITY PLAN < SHIM C18 22 0 0 co c\j 0- %JVJ%i (1 .. .............. 355 . .............. _w . 350-Z . 345 - . . . 340 . 335 .............. .............. L. . 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FIRST REVISION 370 365 325 360 320 355 315 350 310 345 305 340 300 335 295 330 290 325 320 94R . . . . . ............ ............ ............ ............ . . . . . . . . . . . . . . . . . . . . . ..... ...... ..... ....................................... ................................. ....................................... ................................ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... ............ ............ . . . . . . . . . . . . . . . . . . . . . . . . .......................... ......................... * �* . ............ .... . _.r. _. - - ... ... ....... ............ ........ ............ --- - - - -- - - - - - - - - - .......................... ............ ............ .............. .............. ---- * . . . . . . . . . . . . . . . . . - ............ . ...... .............. ....... . .. - . .............................. ....................................... . . ... ...... . .. ..... ...... .................... ......................... ......................... .... . . . . . . . . . . ... ............ ..... . ... ........ . .. . ............. ..... ...... ................................. ............... .......................... ............................... . ...... 12.4LF87--PVC . ....... ................. .... ........ ..................... ..... bi 29, ................ 77, - . ............ . -- ......... ...... .. .. ...... .. .. ...... .. .. ...... . .. . . .... ....... .............. l9mm' * * * * .......... ............ ............ ............ ............ ............ ............ ...... . ........ ... . . ................... 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NOTES: -SSMH #1 THROUGH SSMH #10 PER C.O.R. STD. DTL 400.1 -ALL MANHOLE FRAMES AND COVERS PER C.O.R. STD. DTL. 403.1 -ALL SEWER PIPES ARE PVC SDR35 I ML I I miz SOME 1 0 =20* ow Im a nu sm F WT Ow Im 90" A00010MLY .................... .................... .. ........... .................... ......................... ............ ........................... .......................... ............ ............. ............ ............ .......................... ........... .. . ........ ........................... ....................................... ....................................... ......................... ....................................... .......................... ......................... ............ ............ ............ ............ ......................... .............. .......... ............ ............ .......................... .......................... ......................... .......................... ......................... ........... ........... .................... ........... 345 .................... 325 .................... .......................... ........................................ ............ ....................................... ....................................... ............ .......... ............ ............ .......................... .......................... ........... ........... .................... .............. .................... .............. . . ....... .......................... ............. . . ......... ............ ............ ...... . .. . .............. ......................... ............. ............ ............ ......................... ............ .......................... .......................... .......................... .......... ............ ...... ----- - - - ----------- ............ ............ .......... 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S�db ....... 1-41 - - ............. ............ .......... ............ .......... .......................... ............. ............. ............ ............ ............ .... .................................. .......................... ......... . ........... .............. 11, 290 I f I 6+'00 7+'00 7+80 (ID F) U) S-391003/W-391003 lw IN COMPLIANCE WITH CITY OF RENTON STANDARDS 2 0 r WASTEWATER UTILITY WATER UTILITY z Abdoul Gafour 10/16/2017 dchristen 10/16/2017 - . 0 DEVELOPMENT ENGINEERING 403% w mair 10/17/2017 0 am- < 2016-12-2 Forswuml No lownfol CITY OF GRANT PLACE TOWNHOMES 79= 0- RENTON PAM DATUM DRW" 10 z Planning/Building/Public Works Dept. WASTEWATER AND WATER UTILITY PROFILES < I I SHMS C19 '22 (D O N w LLI Z U) 7' 1 i 'B' NOT TO SCALE MANHOLE FRAME AND COVER SEE STD. PLAN 401 ADJUSTMENT RINGS (2" MIN.) SEE NOTE 6 MORTAR JOINT(S) (3/8' MIN.) SEE NOTE 5 CONE (ECCENTRIC) RUBBER GASKETED JOINTS IN ACCORDANCE NTH ASTM C-443 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED CONCRETE RISER BY PIPE INC., OR APPROVED EQUAL. LADDER -POLYPROPYLENE SHALL BE ATTACHED TO MANHOLE MAX PIPE SIZE - 'E' CONCRETE SHELF PRECAST BASE SECTION OR CAST IN SHELF. 'A' 'B' I'C'I V I 'E' 48" MH 48" 6" MIN. I 5 MIN 24" MIN. 21" I.D. 54" MH 54" 8" MIN. 5.5" MIN. 24" MIN. 24" I.D. 60 MH 60" 8" MIN. 1 6" MIN. 42" MIN. NOTES: 1. STEPS TO BE POLYPROPYLENE SAFETY STEPS. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING SHALL BE PER STD. PLAN 401. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. ALL JOINTS BETWEEN THE CONE. RISER RINGS. BRICKS AND CASTING SHALL BE GROUTED. 6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED NTH A COMBINATION OF ADJUSTMENT RINGS, BRNCKS AND MORTAR QbLL BRICKS SHALL BE STAGGERED TO CREATE A RUNNING BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) PATH A HIGH SQUIDS URETHANE COATING; WASSER MC-AROSHIELD OR APPROVED EQUAL; COLOR OF COATING SHALL BE MATE. EIL RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM I C-443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL. 11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6' AND A MAXIMUM OF 12' ABOVE FINISHED GRADE OR MUST HAVE A MIAMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE. IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. STD. PLAN - 400.1 e) PUBLIC WORKS STANDARD SANITARY MANHOLE DEPARTMENT SEPTEMBER 2011 W (SEE NOTE 7) -4�,: LIMITS OF PIPE ZONE is Opp BEDDING MATERIAL FOR SANITARY SEWER PIP O.D. OF PIPE FOUNDATION LEVEL 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 OR PEA GRAVEL. 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. BDLTH❑LES - 3 PLCS EQUALLY SPACED 120' APART ON 23 1/16' (586mm) DIA B.C. (SEE DETAIL) COVER & FRAME PLAN VIEW 25' DIA. E635nm] 1' 3/4' r ,�5r�n] L19MMI _I`-jL 8 3/4' L 2 1/2' [222Mn] E64mmI TYP COVER SECTION VIEW 26 112' DIA E673mml 25 1/4' DIA L641mml 1 1/16' 1/4' (6nn) DIA L27mml NEOPRENE GASKET C15} 2 ran] 5/B' 23 3/8' DIA CL ❑PEN E16r�n] I594mml 27 5/16' DIA I694nrt] 34 1/13' DIA COVER BOTTOM VIEW BLT SDC. (ALLEN HEAD) 5/1131'-11 X 1.5 SS RUBBER WASHER EON BOLTING DETAIL 1/4' 1 1/16' [6"r^] E27nn] 1/8' Linn] 1/8' ER3nn] GASKET GROOVE DETAIL 1867mml (COTES: FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER EAST JORDAN IRON WORKS INC. No. 3717C1 OR EQUAL 2. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER"). OR WATER (SPECIFY "WATER"). STD. Pi" - 401 * �PUBLIC WORKS * DEPARTMENT MANHOLE FRAME AND COVER DECEMBER 2008 Ex. SEVER MAIN WOOL (LENGTH AS NEEDED) 6" SEVER STUBE SEWER MAIN TEE X 6" TEE i i - COUPUNG (TYP.) ka.J I �..-..-PROPERTY LINE I FUTURE $ SUE SEWER 2"x 4" STUD MARKING POST PAINTED i Ni CAP WHITE WITH THE WORD 'SEWER' STENCILED N 3" HIGH BLACK tETIIERS AND /6 WIRE. I WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD. 3' I I I 8"XB'XB" SURFACE CLEANOUT WITH CAST IRON RING AND COVER I (EAST JORDAN IRON WORKS PRODUCT NO. 00357502 OR 'SEWER' APPROVED EQUAL, SPECIFY ON UDI I (SEE STD. PLAN 403.1 FOR INSTALLATION) I ' rT -- - ------------------ ' r------- EAGLE THREADED CLEAN -OUT ADAPTER HUB - L_--J BEND AS Nt PLUG (OR APPROVED EQUAL) REQUIRED O<iSI SANITARY SEWER MAIN ON MIN. ` \ 4' SIDE SEVER `6" SEWER STUB 8'XB'X8' WYE �\_IFUTURE FUNRE 8"x 4" REDUCER SEW" MAIN SIZE X 6" TEE 000"wp ywtnmc a IIING 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 N A NEW PVC "TEE' USING 'STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). C. PVC & C90D PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL). D. DUCTILE RiON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -BUTS OR THE STRUCTURE SHALL BE CORE-ORIL ED. 4. low PSI MIX CONCRETEor- µ"' etoaaNc . as �--,� i ------ 2x MIN SLOPE HORIZONTAL 8" TEE 6" MIN. SEWER /SEWER MAIN MAIN CONCRETE BLOCKING ANGIF OF TEE AT MAIN BETWEEN 25' AND 45' TYPICAL SIDF SFWFR NOTE" UNLESS OTHERWISE SHOWN ON PLAN. SIDE SEWER SHALL HAVE A MINIMUM 2.5 COVER AT PROPERTY LINE OR 3-6 LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. _ ... ....... ........ ._.... -. Puauc WORKS PIPE BEDDfNG. PIS 405 STANDARD SIDE SEWER SM. PLAN -406.1 DEPARTMENT PUBLIC WORKS FOR SANITARY SEWERS DEPARTMENT INSTALLATION 0 0„h I e) (SEWER MAIN TO PROPERTY LINE) o SURVEYED: 3m L r� a c� Neering y z DESIONIM 1 =20 tam T. =FFIN » . NOR MA ..`W °i9e' 39/lwl J. HOPPER UJ's �/ STD G� 2 SECOND ROUND CITY REVIEW COMMENTS JF 14 1 JH E. MARSHALL �OpA l �� p I p I"I 1 FIRST ROUND CITY REVIEW COMMENTS AL 2 1 JH CHMM . HOPPER L3 " DATUM INCH W" AOOORDIM LY NO, REVISION BY DATE APPR A CITY OF RENTON Planning/Building/Public Works Dept. 00 00 O O O /I u T a I S-391004/W-391004 1wU) IN COMPLIANCE WITH CITY OF RENTON STANDARDS 2 O 2 WASTEWATER UTILITY ^,- Fmair EVELOPMENT ENGINEERING % z dchristen 10/16/2017 10/17/2017 i O F- W U DXM aC GRANT PLACE TOWNHOMES 2016-12-2 -� PM DIWIMIO to z DETAILS Q C20 22 EXISTING WATER LINE TESTING DETAIL ±8 FT c PLAN VIEW WATER LINE VERTICAL CROSS(MJxFL) FOR POLYPIGGING ONE BLIN➢ FLANGE ON TDP WITH 27AP & 2'PLUG ONE BLIND FLANGE ON BOTTOM ONE <MJ) PLUG WITH 2' TAP & 2' TEMPORARY BLOW -OFF TEMPORARY BLOCK CUT -IN (BY CITY FORCES) TEE (FLxFL) W/ CONC. BLOCK 3- GATE VALVES (FLxM_D 2- SOLID SLEEVES (MJ) OR RD-MAC CDUPLINGS 1- PLUG (MJ) W/2'TAP & TEMP. BLDW-OFF TEMP. BLOCK TER LINE EXISTING WATER LINE FINAL CONNECTION DETAIL AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT WITH SLEEVE <MJ) & D.I. SPOOLS FINAL CONNECTION BY CITY FORCES EXISTING WATER LINE am Soo + + PUBLIC WORKS CONNECTION TO WATER MAINPLAN -'4 DEPARTMENT CUT IN -LINE TEE & THREE VALVES MARCH 2O10 A A PLAN VIEW f{♦1 WATER J VALVE BOX LID WITH EARS IN DIRECTION OF '' SQUARE L WATER MAIN AND WORD OPERATING NUT "WATER" CAST INTO IT 112' MIN, - 18" MAX, 4" CONCRETE COLLAR FOR VALVES IN PAVED AREAS 4-1/4" DIA. 12, 1/8" MIN. THICKNESS SEE DETAIL 2 PIECE CAST IRON VALVE BOX, RICH-SEATTLE TYPE OR OLYMPIC FOUNDRY 1" STEEL LENGTH AS REQUIRED �+J 1 /8" MIN. THICKNESS // 2-1/4" INSIDE MEASUREMENT 2-1/4" DEPTH SECTION A -A VALVE OPERATING NUT EXTENSION . VALVE OPERATION NUT EXTENSION NOTE: EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG. ONLY ONE EXTENSION TO BE USED PER VALVE. NOTE: ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PAINT. VALVE MARKER NOTES: VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTILITY MARKER VALVE MARKER POST TO BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVED AREAS 38" 62" - 24„ VALVE MARKER POST WHITE POSTI PUBLIC WORKS VALVE BOX, MARKER &OPERATING SM. PLAN - 330.1 + + DEPARTMENT NUT EXTENSION MARCH 2O10 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. MIN, 18" TO 20" BEHIND BACK OF CURB OR 12' BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB 4.875" x 5" STORZ 5'x5'x6" THICK CONCRETE PAD AROUND HYDRANT. FINISH TO MATCH SIDEWALK. en EXPANSION JOINT AT BACK OF SIDEWALK 2 �CONCRETE SIDEWALK OR PLANTING STRIP 36" MIN COVER 13'x24' PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC, INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS, INC. NSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE FOR TOUCHREAD PIT LID (SEE DETAIL A -A) 9' MIN 12" MAX FINISH GRADE Z¢O <uj • - o 35" MIN COVER w n U CITY PRIVATE PIPING PIPING J I IN UNIMPROVED RIGHT OF J ✓_ WAY INSTALL METER BOX AT � - PROPERTY LINE NTH 12' w• LONG COPPER TAILPIECE. w, a( SIDEWALK a I TOUCHREAD WATER METER TO BE 12" SUPPLIED BY THE a CITY TYPE *KSOFT "TUBI �> COPPER G 1, F30 22-1/2' TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. NEW DUCTILE STANDARD 8" TOP SECTION WITH REGULAR BASE IRON SECTION LENGTH TO FIT. VALVE NUT EXTENSION ZI WATERMAIN AS REQUIRED. IF SERVICE LINE TO HOUSE IS 3/4- OR 1" TO BE INSTALLED IN THE FUTURE GALVANIZED RAISED PAVEMENT MARKER TYPE 88-A INSTALL FORD C14-33 OR 44 FIPT PLUG STIMSONITE TWO-WAY BLUE REFLECTIVE x COMPRESSION COUPLING LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8%3/4" METER: FORD CONCRETE BLOCKING SERVICE LINE TO METER. VBH72-15W-44-33G OR McDONALD BRASS' 21-215WC0033 OR CONCRETE is `. ".'• `,.'y, THRUST BLOCK 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. 16" x 8" x 4" MINIMUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK CONCRETE BEARING V ABOVE BOOT FLANGE. PLACE 8 MIL BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY I LEVEL ALL GROUND LEVEL ALL GROUND MMIN 3' RADIUS IN 3' RADIUS 1 06 6" CONCRETE PAD im ONE MAN ROCK 1 6 CONCRETE PAD CUT FI LL HYDRANT LOCATION IN CUT OR FILL SM + + PUBLIC WORKS FIRE HYDRANT ASSEMBLY• PLAN - 910.1 DEPARTMENT MARCH 2O10 11-1/4• BEND CAP Y 22-1/2' BEND 45• BEND 90' BEND THRUST BLOCK BEARINC 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' 9D' 45-BEND 11 1/4' 90' 45- BEND 11 1/V 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. 1) 22 1.6 1.6 1.0 6 13.3 9.4 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 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 10.0 18.8 7.5 211 14.0 5.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE. S-O" MIN. COVER FOR WATERMAIN LESS THAN 12". 4'-0" MIN. COVER FOR WATERMAIN 12" OR GREATER. MAX. HEIGHT OF THRUST BLOCK (FT) a 0.5 x DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) = 0.0. PIPE + 1.0' REA BLOCK BEARING REFERS TO THE Ila ICE OF BLOCK MEASURED IN SgUARE 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 ENCINEER. 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND. 3. ALL POURED THRUST BLOCKS SHALL BE 13ACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING SMALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. 4. ALL BLOCKING SHALL BE CONCRETE CL 5 S. BLOCKINC AGAINST FITTINCS SHALL BEAR ACAINST THE GREATEST FITTINC 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 - 380.2 + + PUBLIC WORKS HORIZONTAL AND DOWNWARD DEPARTMENT VERTICAL BENDS MARCH 2O10 QN M . HC 13 ASy� ,p 41823 0 I;0F LTE 10 "7 MUELLER: 3/4-8-2470-2 WITH ANGLE BALL VALVE ON INLET AND SINGLE CHECK VALVE ON OUTLET CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR TAPERED THREAD (CC). QUICK JOINT McDONALD BRASS: 21-415WC0044, OR MUELLER: 1-B-2470-2 (3/4" FB1000-3-0) OR AY MCDONALD 4701E BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON (1" F81000-4-Q) OR AY MCDONAL❑ 47018 INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET. ALL FITTINGS SHALL BE WITH QUICK JOINT. NOTE: ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON BOTH SIDES OF METER BOX. A- A DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC METER READ) TOUCHREAD DEVICE L _ 2-1/2" MIN. FROM NEAREST r AND FRONT EDGE OF PIT LID I TYPICAL RIB I NOTE: THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS THE NUT TO TICHTEN AGAINST THE OPEN SIDE OF MORE THAN ONE RIB. + + PUBLIC WORKS %" AND 1" WATER SERVICE SM. PLAN - 9E0.1 DEPARTMENT NOVEMBER 2009 WATER MAIN 2" CLOSE NIPPLE 2" 90' ELBOW - CONCRETE BLOCKING CITY REVIEW COMMENTS CITY REVIEW COMMENTS REVISION IF ADDITIONAL ADJUSTMENT IS REQUIRED, INSTALL 2-2" CLOSE NIPPLE AND 2-2" 90- BEND, SCREWED AT THIS POINT. FIELD LOCATE PLASTIC METER BOX IN PLANTER OR CAST IRON BOX IN PAVED OR CONCRETE AREAS. 2" CLOSE NIPPLE �_4_�2" 90' ELBOW 2" GALVANIZED PIPE AS REQUIRED PLAN VALVE NUT EXTENSION AS REQUIRED TWO PIECE CAST IRON VALVE (SEE DWG BR46 / PAGE B090) EQUAL TO OLYMPIC FOUNDRY CO. GROUND LINE CONCRETE SIDEWALK STANDARD 8" TOP SECTION, -+-� 6" MAX.�-- WITH REGULAR BASE SECTION LENGTH TO FIT. 2" RESILIENT SEATED GATE VALVE, SCREWED 2" GALVANIZED PIPE 12" LONG 2" CLOSE NIPPLE BETWEEN CAP OR PLUG AND 2" 90' ELBOW d 0 " b ��.0p o, O' _600. INSTAL 4 MIL POLYETHYLENE MAX. aon°o,dao° ooQo O G' o PLASTIC COVER OVER WASHED GRAVEL. CUT HOLE FOR PIPE O o�boti139 Go$OD.q-oo 10 CU. FT. WASHED GRAVEL PASSING 1-1/2" AND RETAINED ON 1/4" MESH FOR DRAIN ELEVATION + + PUBLIC WORKS DEPARTMENT 2" BLOW -OFF PERMANENT ASSEMBLY ® © A 2 1/2" NST (HOSE) AND 2 1/2" FNST CAP WITH GASKET 2"x2%2" TEE AND 2" CAP 2" CLOSE NIPPLE BEWTEEN TEE AND 90' ELBOW. 2" 90' ELBOW 1 0=200 ONE Pm R FULL 90M,E IF NOT ONE R M SCALE ACCORDIMMY STD. PLAN - 340.1 MARCH 2O10 NORMONGILL WO 111Y13�%1901 DATUM j2" OPEN PATTERN, RETURN BEND - 180' 2" BEEHIVE STRAINER J 2" GALVANIZED IRON PIPE FIELD / LOCATE GUT OPENING AS REQUIRED, AFTER INSTALLATION, GROUT 17"x30" PLASTIC METER BOX EQUAL TO MID STATES AROUND PIPE. 6" MAX. PLASTIC, BCF SERIES 1730-18 WITH 2" THICK DUCTILE IRON DIAMOND PLATE. 18'X31" MSCBC 173OR 1" CLOSE NIPPLE 1 1" UNION 1" BRONZE GATE VALVE, SCREW EQUAL 1" NIPPLE TO RED -WHITE VALVE CORP. FIG NO.280 1" UNION INSTALLrs. COUPLING COPPER TO MALE IRON 1" REDUCER PIPE -FORD C28-44 OR EQUAL. 2 - 2" 90' BENDS AS 2' RESILIENT SEAT GATE VALVE SWING JOINT WITH THREADED ENDS I. 2" BRASS NIPPLE - 6" LONG ° (MIPT X MIPT) 12" MIN. e o o° v o00paa ° �i- 2" IRON PIPE THREAD CORPORATION STOP WITH I go o Oo c.va 90' BEND FOR COPPER. FORD TYPE F1000 PACK JOINT CTS. 1" GALVANIZED IRON PIPE TO FIT 1" 90' ELBOW OOUDLE STRAP SERVICE CLAMP WITH 2" IPS TAP TO FIT, EQUAL TO MEULLER CO. 1" TYPE "K' SOFT COPPER TUBING 2'.1' BRASS BUSHING 1" COMBINATION AIR RELEASE & VACUUM VALVE, SCREWED, APCC INC, 143C OR EQUAL. WASHED GRAVEL, PASSING 1-1/2" AND RETAINED ON 1/4" MESH FOR BRAIN NOTE: AIR AND VACUUM RELEASE VALVE ASSEMBLY SHALL BE INSTALLED AT HIGHEST POINT OF LINE. IF HIGH POINT FALLS IN A LOCATION WHERE ASSEMBLY CANNOT BE INSTALLED, PROVIDE ADDITIONAL DEPTH OF LINE TO CREATE A HIGH POINT AT A LOCATION WHERE ASSEMBLY CAN BE INSTALLED. LOCATE ARE -VACUUM METER BOX OUTSIDE OF TRAFFIC AREAS, IN PLANTING STRIPS, BEHIND CURB OR SIDEWALK. + ` + PUBLIC WORKS 1" AIR & VACUUM RELEASE PLAN - � DEPARTMENT ASSEMBLY � MARCH 2O10 Uj � J Q } I � t� LRJ I x DIRECTION OF FLOW CL cD Of 3" 10� O 1 6" MIN. �6"MIN.(TYP.) (I -UNION (TYP.) ,,,\ Zu "^ ru TO CITY METER STACKED METER SECTION\-6" MIN. FREE BOXES DRAINING GRAVEL NOTES: 1. ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENTION ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON DEPARTMENT OF HEALTH. 2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION OF THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE DCVA AND ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN. 3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT., ATTN: WATER UTILITY CROSS -CONNECTION CONTROL SPECIALIST, FAX NO. 425-430-7241. 4. DCVA AND METER,BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE WATER METER. PUBLIC WORKS �/4" TO 2" DOUBLE CHECK VALVE M. PLAN - 340.8 + + ASSEMBLY FOR IRRIGATION OR DEPARTMENT RESIDENTIAL FIRE SPRINKLER MARCH 2O10 LO 00 00 0 LO Q J S-391005/W-391005 I w IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 O WATER UTILITY DEVELOPMENT ENGINEERING Z _ Abdoul Gafour 10/16/2017 malt 10/17/2017 O w U Q DIM- CITY OF GRANT PLACE TOWNHOMES 2o1s-12-2 CL RENTON NIN z Planning/Building/Public Works Dept. DETAILS Q C21 '22 (�