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Home My WebLink AboutzS-4290setO N i N V J W 5 O Z O W U J n Z a rr O LO U V) 0 8 w Q z J NOTE: THE UTILITIES HAVE BEEN PARTIALLY UPDATED TO REFLECT AS -BUILT CONDITIONS. ADDITIONAL AS -BUILT SURVEY REQIRED TO OBTAIN INVERT ELEVATIONS ON STORM AND SANITARY SEWER. PROPOSED IE AND RIM ELEVATION TAKES PRECEDENCE OVER NE 1 /4 OF THE SW 1 /4 OF SEC. 20, T. 23N., R. 05 E, W.M. GRANT PLACE TOWNHOMES I SURVEY DATA. EX.SSMH #6 , 48" J 5+51.20, 13.30' LT I o� GRANT CIRCLE S.E. TOP=345.05 IE IN 335.16 (E) (PRIVATE ALLEY) IE OUT 335.16 (S) SDMH-1 (T2) CB-1 (T1) RIM=294.51 POC RIM=334.88 RIM=293.78 ,2" CMP N=290.01 �� POC RIM=320.04 POC RIM-326.05 IE 326.05 POC RIM=350.92 12" CMP S=290.58 12" CMP E=286.71 IE 312.31 IE 340.07 8" CMP W=290.93 12" CMP S=287.21 O <cr IE 317.27 48" 12" CMP W=286.61 2�2 POC RIM=333.56 4+39.48, 0.00' T EX.SSMH #8, 48" o " POC RIM=327.30 IE 324.24 TOP=335.10 POC RIM=349.98 � POC RIM=319.01 POC RIM=325.91 IE 319.22 IE 339.49 1+25.41, 0.00' T IE 310.85 POC RIM=333.15 IE OUT 326.75 (W) TOP=313.68 POC RIM=317.78 IE 317.06 OF PARCEL 20� 5-gn1 7 IE 323.68 IE IN 306.30 (E) Q , IE 308.90 POC RIM=318.73 POC RIM=324.71 POC RIM=347.91 \ o EXPOSED 8" GAS PIPE �POC RIM=316.74 POC RIM=331.81 IE 337.07 0 TOP OF PIPE= 289.28 IE OUT 306.20 (S) IE 307.62 IE 310.49 IE 315.45 30, / l I E 322.13 89° ,24"E +0u--- J -07 -� -2+177 X. 314LF 8" PVC 6.51 % __ . . • ' --- j • d 0 L J � d• r. �� ` °' 0 � -- =--- - - - q �� -- • - BUILDING#4 1STF - E �f �..� �•' ° '� I 1ST FF= ST - 1ST FF= '..• '° \ ''.'�cr',a ° .- r ,i 9.7 351.13 352. 1 -I4M�oT �.I BUILDING #1 BUILDING #2 BUILDING #3 I I 348.19 2 FF 2ND FF= 2ND F= a- 1ST FF= 2ND FF= 1ST FF= 1ST FF= 1ST FF= 1ST FF= 1ST FF= d \ a''� • ° '� 1ST FF= 1ST FF= 1ST FF= 1ST FF= d 1ST FF= - 1ST FF= 1ST FF= 1 ; } 334.94 1 ° " ° 357.9g 35 .52 361.03 36 .52 "�`` - I 331.59 333.31 333.44 320.0 I 324.61 325.70 325.95 327.35 2ND FF= 2ND FF= 2ND FF= 2ND FF= I 316.73 317.77 318.35 318.91 2ND FF= 2ND FF= 2ND FF= 2ND FF= 2ND FF= 2ND FF= 2ND FF= 2ND FF= 2ND FF= - 0 \ \ 330.08 341.57 343.03 343.03 344.56 14 326.08 328.08 328.08 328.08 1 , 333.77 335.27 335.27 336.77 I � � \� \ 1.5' ROW DEDICATION \ \�`. o �� --; EX. 56LF 8" PV( � •if.� \ `" `✓' Q!i ✓ I (.�\ I I / 4 ° .a 6. a ? d° _ __J e `l r t EL cc LL ° I - - -- - - - - - -- - - - - 1ST F= 1ST FF= p \\348. ~'w;'i« ` \ �r 0$ "'' \\` N •Ip -- - - - - - - a� BUILDING #7 BUILDING #6 L ° I 2ND 5= 2ND FF= '` +{,. •� �` \ w BUILDING #8 1 � x 1STFF= 1ST 1ST 1ST FF= 1ST FF= 1ST FF= 1ST FF= 1ST FF= 357.9 359.48 30 " • ;, \ Ac E O \ 323.80 324.02 325.81 /`Jo 1 \ \ $ y- y I 1 ST FF= 1 ST FF= 1ST FF= 1 ST FF= 1 ST FF= I . • 322.61 330.35 331.80 331.80 333.47 no 314.90 315.92 316.10 316.60 317.57 2ND FF= 2ND FF= 2ND FF= 2ND FF= 2ND FF= 2ND FF= 2ND FF= 2ND FF- I W 333.95 333.95 337.00 - �� 2ND FF= 2ND FF= 2ND FF= 2ND FF= 2ND FF= G �. 331.85 1 � 340.19 341.55 341.55 343.08 1 l � _ p o\o 4 324.73 325.92 325.92 325.92 327.57 p `°0' f.G •�-� .• , a d d.• .L 'J'I �� 9+00 1p+00 / 0I _ wa;+,- \ . .. •� / X. 333LF 8" PVC 15j NAG 0+0 15' SEWER EASEMENT -- - - 4 �' CA ELECTRICAL JUNCTION BOX / GOpO °C / POC RIM=319.15 POC RIM-325.88 POC RIM=333.44 INDICATORRI EX. SSMH #5 , 48" `' IE 312.57 IE 319.33 IE 326.66 5+68.51, 1.16 LT FIRE `• o d �F�P � EX.SSMH #3, 48" HYDRANT 1 O a 6� 1+92.52, 0.54' LT POC RIM=317.04 TOP=341.84 POC RIM=331.81 POC RIM=324.40 IE IN 332.81 N POWER��\`�"•; G ' A m TOP=312.84 JHOLE (T2) IE 310.90 PARCEL 326060 IE 325.00 ( ) RISER ?.:.._ ' �� IE 317.48 IE OUT 332.76 (SW) MIN 3 "\ 5 $ '° IE IN 305.28 N 8 POC RIM=316.25 I CATCH BASIN (Tyj -.. \ J � � o O - .GE VILLAGE CONDO IN II y;:. ''`� IE IN 305.28E IE 309.72 POC RIM=331.80 12" CMP E=303.24`•jY= *;t. `- �+ ( ) 12" CMP W= 3.24 �; ° IE OUT 305.23 (SW) POC RIM=315.68 POC RIM=324.12 IE 323.96 EX.SSMH #4 , 48" 6" CPEP N=505.3s ;, o�� IE 317.14 5+26.39, 1.13' LT y':•'�:, k �� BUILDING toORM DRAIN MANHOLE (T2) IE 308.26 5, 00 RIM=313.87 POC RIM=330.62 TOP=336.56 `� . 12" CMP N= 304.40 POC RIM=314.69 POC RIM=322.61 IE 322.52 IE IN 328.75 NE CHECK ACTUAL 12" CMP SE= 308.50 IE 306.62 IE 315.24 IE OUT 8.75 ( W r ± ( ) CATCH BASIN (T1) SEPARATION /RIM=307.45" \ �, y 8" CPM E=305.35 STORM DRAIN MANHOLE (T2) RIM=307.95 12 CMP E-303.10 12" CMP N=302.95 8" CMP W=303.45 SSMH #2, 48" 1 +26.06, 0.00' T TOP=307.17 IE IN 304.90 (NE) IE OUT 304.80 (SE) IN FIELD SSMH-A (CENTER STRUCTURE) 7 RIM=315.57 CTR CH.=303.42 � J:a y. h 310 \ O• 91 ti' J 1f SSMH-B (CENTER STRUCTURE) RIM=312.64 CTR CH.=302.54 00 d° / TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC. PRIOR TO CONSTRUCTION ACTIVITIES. OLEPHORISERNE yo Know what's below. Call before you dig. S-0463 SSMH #1, 48" 0+00.00, 0.00' LT TOP=310.57 IE IN 303.05 (NE) IE IN 303.25 (NW) IE OUT 303.05 SW POTHOLED 12/29/22 DEPTH TO TOP =-6.25FT 8/23/2024 SEE SEPARATION NOTES ON SHEET C4.0 PROPOSED LEGEND \ \ �` GRASSCRETE ACCESS ASPHALT PAVEMENT a " ° CONCRETE PAVEMENT PROPERTY BOUNDARY - - - - - - - EASEMENT LINE ROW DEDICATION e PROPOSED SEWER MANHOLE PROPOSED SEWER MAIN 4 PER CITY COMMENTS 3 PER CITY COMMENTS 2 PER CITY COMMENTS 1 PER CITY COMMENTS NO. I REVISION GRANT CIRCLE S.E. SURVEYED: DAF 08/26/24 DESIGNED: DAF DAF 07/29/24 DAF 05/21 /24 DRAWN` TJW, FEM DAF 04/04/24 1 CHECKED: DAF 11 BY DATE I APPR APPROVED: 1410- 4%--- _i--- = 1S FF= 3 .46 2N FF= 36.52 1S FF 35 96 2ND F 364. 1 ING #5 FF= 1.87 FF= 1.98 POC RIM=352.57 IE 341.80 POC RIM=354.22 IE 343.38 30 15 0 30 60 SCALE: 1 INCH = 30 FEET I " 1 1 PRIVATE ALLEY 77 1 SEE SEPARATION _ _ 7 46 NOTES ON SHEET C4.0 - EX.SSMH #7 , 48" ' w 7+09.41, 0.46' RT N c TOP=354.13 IE OUT 343.49 (W) o� z Q �... I 0- i � 3 E 1 .7 • ' �POC RIM=354.01 IE 343.31 POC RIM=352.57 IE 341.75 POC RIM=350.86 IE 339.99 POC RIM=349.73 IE 339.25 POC RIM=348.21 IE 337.06 NOTES: • FOR SEWER RIMS AND INVERTS SEE PROFILE ON SHEET C5.1 • FOR STANDARD SEWER MATERIALS AND DETAILS SEE CITY OF RENTON STANDARD DETAIL PLANS. • 18" MINIMUM VERTICAL SEPARATION BETWEEN WATER MAIN AND SEWER MAIN OR SIDE. • ALL SEWER MAIN AND MANHOLES PROVIDED BY THE PROJECT ARE PUBLIC. SIDE SEWER AND STUBS ARE PRIVATE • ALL SEWER MAINS TO BE MINIMUM 8 INCH PVC. • ALL UTILITIES SERVING THE SITE SHALL BE UNDERGROUND. • A 15SEWER UTILITY EASEMENT IS REQUIRED, EASEMENT SHALL BE CENTERED OF THE SEWER MAIN AND TO BE PROVIDED AS A PART OF THE FINAL PLAT. 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. CHECK ACTUAL SEPARATION IN FIELD WOE N Q J N 1' LIRR ENOINEERING SERVICES, PLLC 4715142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 Cn S-429001 LU IN COMPLIANCE WITH CITY OF RENTON STANDARDS O 17 DEVELOPMENT ENGINEERING z 0 NJanders 09/16/2024 O I - WASTEWATER UTILITY o W jstowell09/12/2024 '� U Q SCALE: DATE: J VERTICAL*NAVD 1988 GRANT PLACE TOWNHOMES Z //�'� 1 "=30' HORIZONTAL- NAD 1983/1991 11 21 23 LL 1;%R] CITY 0 F 1600 GRANT AVE S RENTON, WA 98055 FlELDBOOK: 1--_RENTON PAG PARCEL 2023059052 E ONE INCH � DRAWING N0: L AT FULL SCALE DATUM Planning/Building/Public Works Dept. im IF NOT ONE INCH 20069 SCALE ACCORDINGLY SANITARY SEWER PLAN C'3 SHEET: OF: C5.0 28 CD C) O C9 O O C'7 CV 61 H H m N Q Z) J Cfl N T O O O N rlr W 5 O Z O w U Q J n Z Q rr CD CD N N C) LLI 5 O 2 z O I— LLI U J n z a �rr V LN^^ J U V) 0 c� 8 N Iij Q Z J 5' I 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' 8' C' D' 'E' 48" MH 48" 6" MIN. 5"MIN 24" MIN. 21" 1 D 54" MH 54" 8" MIN 5 5" MIN 24" MIN 24" 1 D 60" MH 60" 8" MIN 6" MIN 42" MIN 30 I 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 - 4W.1 • PUBLIC WORKS DEPARTMENT STANDARD SANITARY MANHOLE Martin PaStUCA 26/202 �449D. DATE BOLTHOLES - 3 PLCS EQUALLY SPACED 120' APART ON 23 1/16' (586rmn) DIA BC (SEE DETAIL) RENTON SEWER ,M1C IN IISA COVER & FRAME PLAN VIEW 25' DIA [G35mrn] 1' 7/4" [25mml 8 3/4' 2 1/2- C222mm) [64MM] TYP COVER SECTION VIEW 26 1/2' DIA C673mml 25 1/4' DIA 1641rm1n1 1 1/16' 1/4' (6mm) DIA [27rnrn] l NEOPRENE GASKET 1 I 6' [152Mro] 5/8' 23 3/8' DIA CL OPEN C16rn7 C594mm] 27 5/16' DIA (694rvn) 34 1/8' DIA COVER BOTTOM VIEW 3) BLT SOC (ALLEN HEAD) 5/8'-11 X 15 SS \ RUBBER WASHER BOLTING DETAIL l' 1 1/16' 16nn7 C27mml C3mml 1/8, [R3rin] GASKET GROOVE DETAIL 1867mml 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") • PUBLIC WORKS SEWER MANHOLE FRAME AND COVER STD. PLAN - 402.2 DEPARTMENT (CITY -OWNED) Martin Pastucz6/zoz EW49D., DATE TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC. PRIOR TO CONSTRUCTION ACTIVITIES. Know what's below. Call before you dig. 5' OR NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M. GRANT PLACE TOWNHOMES 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 PRECAST CONCENTRIC CONE RUBBER GASKETED JOINTS SEE NOTE 5 STEPS - POLYPROPYLENE STEPS SHALL BE INCLUDED 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 PLACE BASE WITH CITY APPROVAL. COMPACTED SUBGRADE WITH 6" CRUSHED ROCK OR ADDITIONAL MATERIAL SUITABLE TO SUPPORT STRUCTURE A' 'B' 'C' 'D' 'E' 48" MH 48" 6" MIN 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 6" MIN 42" MIN 30" I 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 SHALL HAVE AN AT -GRADE, MINIMUM 2'-WIDE CONCRETE RING POURED AROUND THE COVER IN PAVED AREAS, COVER MUST SLOPE TO MATCH PAVING STD. PLAN - 400.2 PUBLIC WORKS APP '1"' III by DEPARTMENT SHALLOW SANITARY MANHOLE MartinB b Pastudld6/2D20 ne„we�6.1PnNm,,, DATE W (SEE NOTE 7) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) -\ FOUNDATION LEVEL LIMITS OF PIPE ZONE .�7 O.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 PUBLIC WORKS PIPE BEDDING DEPARTMENT FOR SANITARY SEWERS Martin PastuChW26/202 rwe DAIS 8/23/2024 4 PER CITY COMMENTS 3 PER CITY COMMENTS 2 PER CITY COMMENTS 1 PER CITY COMMENTS 1[+a ;F2 •► EXISITNG PIPE it ML CAST -IN -PLACE CONCRETE BASE UNDER PRE -CAST SADDLE MANHOLE SECTION TOP VIEW �— DIAMETER VARIES -- REMOVE UPPER HALF OF THE - EXISTING PIPE (PVC PIPE ONLY) SHELF AND CHANNEL SHALL BE 3000 PSI CONCRETE OPEN PIPE CHANNEL PRECAST SADDLE MANHOLE SECTION F)-4"(W) X 8"(H) X 16"(L) OLID CONCRETE BLOCKS AINIMUM) 4 REBAR PRECAST SADDLE MANHOLE SECTION -BUILD THE CHANNEL FLUSH WITH BOTTOM OF PIPE AND SHELF AT SLOPE _ }" PER FOOT OR 2% (TYP ) NEW PIPE CAST -IN -PLACE CONCRETE BASE POURED 4" ABOVE THE SOLID CONCRETE BLOCKS (MINIMUM 12" THICK) (4)-4"(W) X 8"(H) X 16"(L SOLID CONCRETE BLOCKS (MINIMUM) '- CAST -IN -PLACE CONCRETE N—COMPACTED SUBGRADE WITH 6" BASE POURED 4" UNDER CRUSHED ROCK OR ADDITIONAL SEWER MAIN AT A MINIMUM OF FOUNDATION ROCK TO SUPPORT 10" THICK STRUCTURE NOTES. 1. EXISTING PIPE SHALL BE SUPPORTED AT ALL TIMES 2 NO WEIGHT OF THE PRECAST MANHOLE UNIT SHALL BEAR ON THE EXISTING PIPE 3 CAST -IN -PLACE BASE SHALL BE 3000 PSI COMMERCIAL CONCRETE 4 PRECAST MANHOLE SECTIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE STANDARD PLAN FOR THE SPECIFIED MANHOLE SIZE AND TYPE 5 PRECAST MANHOLE SECTIONS SHALL HAVE THE INTERIOR SURFACES FACTORY -COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING, WASSER MC-SHIELDCOAT 100 OR APPROVED EQUAL, COLOR SHALL BE WHITE 6 THE PRECAST MANHOLE SECTION SHALL SIT ON (4)-4"(W) X 8"(H) X 16"(L) SOLID CONCRETE BLOCKS PLACED ON COMPACTED SUB -GRADE 7 THE UPPER HALF OF THE EXISTING PIPE (PVC PIPE ONLY) SHALL BE REMOVED WHILE THE BOTTOM SHALL REMAIN AS THE CHANNEL OF THE NEW MANHOLE. 8 THE CAST -IN -PLACE MANHOLE SHALL NOT BE INSTALLED OVER A BELL SECTION OR JOINT OF THE SEWER MAIN THE MINIMUM DISTANCE FROM THE OUTSIDE WALL OF THE MANHOLE AND A BELL SECTION OR JOINT SHALL BE 2' ST . PLAN - 400.6 PUBLIC WORKS SADDLE MANHOLE AP DEPARTMENT WITH CAST -IN -PLACE BASE Martin PastudW6/202 DATE r---------- I I I I , EX. SEWER MAIN I I I 1 , l PROPERTY LINE SPOOL Z (LENGTH AS NEEDED) i i i I 3'-0' MIN �{ 6" SEWER STUB I 7 FUTURE 4" SIDE SEWER I I I "II I I / 2"x 4" STUD MARKING POST PAINTED 6" CAP JJJ WHITE WITH THE WORD "SEWER" STENCILED -SEWER `SEWER MAIN TEE X 6" TEE i i i I IN 3" HIGH BLACK LETTERS AND k6 WIRE SIDEWALK i ? WRAPPED AROUND THE STUD AND I I I I EXTENDED TO THE TOP OF THE STUD COUPLING (TYP) L---J ,( rr� a I 6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER O (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR APPROVED EQUAL, SPECIFY "SEWER" ON LID), IcrCONCRETE CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD PAD TO BE 8' IN DEPTH 1 1 -__-____________________T_ `---' BEND ASEXISTING REQUIRED =3 / SEWER MAINNITARY ^ �4 uIN SLOPE , 6" SEWER STUB 6"X6"X6" WYE l 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 do C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WaTH A ROMAC SADDLE (OR APPROVED EQUAL) D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E LINED MAIN - CONNECTION 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 WITH 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 25' 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 1102 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 0 SIDE SEWER STUB STD. PLAN - 406.1 PUBLIC WORKS APP DEPARTMENT INSTALLATION Martin PaStUCftW26/202 (SEWER MAIN TO PROPERTY LINE) (=t. MNNN,"n DATE SURVEYED: DAF 08/26/24 DESIGNED: DAF DAF 07/29/24 DAF 05/21 /24 DRAWN` TJW, FEM DAF 04/04/24 CHECKED: DAF BY DATE AP P R APPROVED: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL NAVD 1988 HORIZONTAL NAD 1983/1991 DATU M BULTHOLES - 3 PLCS voal EQUALLY SPACED 121' isv3 APART ON 23 1/16' (586mm) DIA B,C (SEE DETAIL) RENTON SEWER mnne Im usn COVER & FRAME PLAN VIEW 25' DIA. C635mm] 1" 3/4" �25mm] C19rim] 8 1/2" C2?22mm mm] E64mm] TYP COVER SECTION VIEW 26 112' DIA C673mm] 25 1/4' DIA 1641mm] 1/4" (6mm) DIA C27mm] NEOPRENE GASKET 6 C15' mm] 5/8' 23 3/8" DIA CL OPEN =16mm] C594mm] 27 5/16' DIA [694mm] 34 1/8' DIA COVER BOTTOM VIEW (3) BLT SOC. (ALLEN HEAD) \ 5/8"-11 X 1.5 SS RUBBER WASHER BOLTING DETAIL 1/4' /16" [6mm] 27mm= C3mm] CR3mm] GASKET GROOVE DETAIL C867mm] NOTES: 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. PLAN - 401 PUBLIC WORKS PPR D: DEPARTMENT MANHOLE FRAME AND COVER GAZ 9/11/2019 1 vnu. wa,�namml:.am. DATE vR CITY OF RENTON Planning/Building/Public Works Dept. LIRR C) N W U N Q J \&RVIMS, PLLC 4715142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 r^ V ) S-429003LLI IN COMPLIANCE WITH CITY OF RENTON STANDARDS O 2 DEVELOPMENT ENGINEERING ' z Wanders 09/16/2024 O WASTEWATER UTILITY �'IL LLI jstowell 09/12/2024 QU GRANT PLACE TOWNHOMES DATE: 11/21/23 J IZ 1600 GRANT AVE S RENTON, WA 98055 OK: PARCEL 2023059052 PAGE: PAGE, DRAWING N0: 20069 im SANITARY SEWER DETAILS SHEET: OF: C5.2 28 V 0 N N 0 W 5 O 2 Z O W U Q n Z Q Cy) LO U IV N 0 8 W a z J TOPOGRAPHY, BOUNDARY, AND UTILITIES STATEMENT- FURR ENGINEERING SERVICES PLLC. DOES NOT WARRANT THE TOPOGRAPHY, BOUNDARY, AND/OR EXISTING UTILITIES SHOWN ON THESE PLANS. IT IS THE CONTRACTORS' RESPONSIBILITY TO HAVE ALL EXISTING IMPROVEMENTS FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY SUBSURFACE EXPLORATION OF EXISTING UNDERGROUND UTILITIES (POWER, WATER, SEWER, TELECOM, ETC.) SHALL BE PERFORMED BY THE CONTRACTOR. DISCREPANCIES BETWEEN WHAT IS SHOWN ON THE PLANS AND LOCATED BY THE CONTRACTOR SHALL BE BROUGHT TO THE ATTENTION OF FURR ENGINEERING SERVICES PLLC.. PRIOR TO CONSTRUCTION ACTIVITIES. NE 1/4 OF THE SW 1/4 OF SEC. 20, T. 23N., R. 05 E, W.M. GRANT PLACE TOWNHOMES DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 LENGTH(FT) w 0 a 50 a Ir 100 150 Lj 200 a 250 0 300 Z 350 °D 400 450 LENGTH(FT) a 0 a 50 Of 100 Lj 150 a 200 250 Z 300 350 400 450 LENGTH FT a 0 n. 50 of 100 w 150 a 200 0 250 Z 300 ry 350 400 450 LENGTH(FT) d 0 a 50 100 ~ 150 Q 200 0 250 Z 300 350 400 450 PROCEDURE SLOWLY PRESSURIZE THE PIPE TO 40 PSIC ALL SEWER PIPE SHALL MEET A MINIMUM AIR ALLOW 2 MINUTES FOR STABILIZATION, ADDING PRESSURE TEST OF 4 0 P S I G FOR 5 MINUTES AIR AS REQUIRED TO STABILIZE THE PRESSURE WITH NO LOSS OF PRESSURE IF THERE IS A LOSS AT 40 P S.I.G OF PRESSURE, THEN THE TIME OF THE DROP FROM 35 P S I G TO 2 5 P S I C SHALL NOT BE LESS THAN THE TIME SHOWN ON THE ABOVE TABLES AIR TEST TABLE STD. PLAN - 410 PUBLIC WORKS APP DEPARTMENT (LOW PRESSURE) Martin PastuCtPA26/2020 1 12: FOR SANITARY SEWERS1%89&AI61FD98B449D n,am won, wx.ww,eoc DATE 1292 Know what's below. Call before you dig. 6 IN DIAMETER PIPE 0 50 100 150 200 250 300 350 400 450 500 0 80 160 236 316 396 476 556 632 680 680 140 220 300 380 456 536 616 696 712 708 708 280 360 440 520 600 676 748 744 736 732 728 424 500 580 660 740 780 772 764 756 748 744 564 644 720 800 808 796 788 780 772 764 760 704 784 856 836 820 808 800 792 784 776 772 844 880 860 844 832 820 808 800 792 788 780 908 884 868 852 840 828 820 808 804 796 788 908 888 872 856 844 836 824 816 808 804 796 908 888 876 860 852 840 832 824 816 808 804 TIME SECONDS 6 IN DIAMETER PIPE 0 50 100 150 200 250 300 350 400 450 500 0 80 160 236 316 396 476 556 632 680 680 220 300 380 456 536 616 696 768 760 752 744 440 520 600 676 756 836 840 828 812 804 792 660 740 820 896 932 908 888 B68 856 840 832 880 960 1028 992 964 940 920 900 888 872 860 1100 1084 1044 1012 988 964 944 928 912 900 888 1132 1092 1056 1028 1004 984 964 948 932 920 908 1132 1096 1068 1040 1016 996 980 964 948 936 924 1132 1100 1076 1052 1028 1008 992 976 964 952 940 1132 7104 1080 1056 1036 1020 1004 988 976 964 952 TIME (SECONDS) 6 IN DIAMETER PIPE 0 50 100 150 200 250 300 350 400 450 500 0 80 160 236 316 396 476 556 632 680 680 316 396 476 556 632 712 832 816 804 804 792 632 712 792 872 952 984 952 928 908 888 876 952 1028 1108 1132 1088 1052 1020 992 972 952 936 1268 1284 1224 1176 1132 1100 10fi8 1044 1020 1000 984 1360 1300 1248 1204 1164 1132 1104 1080 1056 1036 1020 1360 13d8 1264 1224 1192 1160 1132 1108 1088 1068 1052 1360 1316 1276 1240 1208 1180 1156 1132 1112 1096 1076 1360 1320 1284 1252 1224 1200 1176 1152 11 32 1116 1100 1360 1324 1292 1264 1236 1212 1192 1168 1152 1132 1116 TIME SECONDS 6 IN DIAMETER PIPE 0 50 100 150 200 250 300 350 400 450 500 0 80 160 236 316 396 476 556 632 680 680 496 576 652 732 812 892 972 948 924 900 884 988 1068 1148 1228 1248 1192 1144 1104 1072 1044 1020 1484 1564 1484 1408 1344 1292 1248 1208 1172 1144 1116 1700 1608 1532 1464 1408 1360 1316 1280 1248 1216 1192 1700 1624 1560 1504 1452 1408 1368 1332 t 304 1272 1248 1700 1636 1580 1532 1484 1444 1408 1376 1344 1316 8/23/2024 DocuSign Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 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). B 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 DEPARTMENT STANDARD NOTES Martin PastuchaLO/26/2 20 rwic wo,lu no,nw,ccnn DATE SURVEYED: 4 PER CITY COMMENTS DAF 08/26/24 DESIGNED: 3 PER CITY COMMENTS DAF 07/29/24 DAF 2 PER CITY COMMENTS DAF 05/21/24 DRAWN: TJW, FEM 1 PER CITY COMMENTS DAF 04/04/24 CHECKED: N0. REVISION BY DATE APPR DAF APPROVED: SCALE: 1 "=30' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY M FURR I GINEERING .ERVICES, PLLC 4715142nd PI. SW #B, Edmonds, WA 98026 ph 206.890.8291 S-429004 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING 7j)+ IL NJanders 09/16/2024 WASTEWATER UTILITY jstowell 09/12/2024 DATE: VERTICAL: NAVD 1988 GRANT PLACE TOWNHOMES HORIZONTAL: NAD 1983/1991 11 21 23 + CITY OF 1600 GRANT AVE S RENTON, WA 98055 FIELDBooK: RENTON DATU M PARCEL 2023059052 DRAWING N0: Planning/Building/Public Works Dept. 20069 SANITARY SEWER DETAILS SHEET: OF: C5.3 28 O) O CO N Ir U 75 r— � M Q J N T 1 N Cn W 0 2 Z O W U Q J z Q r� V