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HomeMy WebLinkAboutzS-4315setJ LO It It A PORTION OF THE SE 1/4 OF SECTION 19, TWP, 23 REG, 5 E, WM N STA 201 +00.1 6, 10.68' LT I �) INSTALL 6 IN -LINE CONNECT TO EXISTING WATER MAIN. ` GATE VALVE (FLxMJ) CONTRACTOR TO VERIFY LOCATION, -I 1-1/2" IRRIGATION SERVICE LO l 50 FROM NEW TEE ' I SIZE, TYPE AND DEPTH PRIOR TO CONNECTION BY CITY / M CONSTRUCTION AND NOTIFY ENGINEER FORCES L J EX SSMH / It OF ANY DISCREPANCIES STA 201 +00.1 1, 5.81 STA 102+03.86, 4.15' RT N 1-8" 90° BEND �MLT J) I 1-8 SLEEVE RIM=21 1 .08 1-8 x6 CUT -IN TEE (FLxFL) A IE IN-200.08 8"� E PROVIDE APPROVED � \� 1 -CONC BLOCKING DT-01 - 5-INCH STORZ FITTING ON 3 / 1-8 ADAPTER (FLxMJ) IE OUT=199.98, 80 W EXISTING FIRE HYDRANT /\ SEE SHEET SS-02 FOR I DI SPOOLS AS NEEDED > CONNECTION DETAIL _ _ 1- CONIC BLOCKING INT +� N -I 8"DIWw I I w EX SSMH STA 100+00.21 , S 21 ST STREET f - I I I I STA 104+1 1 .94, 3.88' RT STA 201 +29.39 SMITHERS AV _---------- I- - - J I I S 21 ST ST I I _ RIM=208.79 INSTALL CONCRETE DEAD -MAN BLOCKS I 103 LF, 8"D DI RJ » I I I I ` „ ON EXISTING WATER MAINS PRIOR TO I 210 LF 8 b PVC SS E OUT=201.54, 8 W FINAL CONNECTIONS I I E =19 9.8 0 I I I I I E= 200.3 7 Q EX SSMH I I SAWCUT LINE (TYP) 11 S=0.46% 6"0 SS I I _ I I 6 " 0 SS J STA 99+94.15, 1 .33' LT I 1,01+00 102+0o 103+00 RIM=210.20 I 10 0 0 0 I I IE IN=199.02, 8"0 S 10 00 s s s IE IN=199.02, 80 E � I I I O ------ '----------------- ---- L L---------- --, 208 LF, 8"0 PVC SS - - J L_ ---- --- -- ---- ® I © S=0.70% re 9 9 9 `J `J 9 - - -f d ,. ��_ �' " 26 LF, 8 PVC SS i ® - _ _ _ A a co © S=2.42% ® g r a, a a - _P-- C ..... .._, 3/4" IRRIGATION _ _ METER. WATER METER - EX SSMH --- --- - ---- --- -- - ----- _ 4° r. ..... P .. c.� . ' PERMIT REQUIRED ` STA 201 +54.64, 6.07 RT I W RIM=209.50 -- -- -- -- - -- -- - -I-FO IE IN=199.75, 8"0 S I P I ABANDON APPROXIMATELY 108 LFE OUT=199.65, 8� N �INSTALLATION OF DCVA PER I`.�> :. I .:OF EX WATER MAIN. INSTALL PIPE COR STD PLAN 340.86' TYP �CAPS (MJ) AT PIPE ENDS (BY �- ( )+ .------------- O I ' CITY FORCES) + rr --�-0 o O CD / A O ---�-- N DT-01 10' UTILITY B DT-01 STA 202+07.61, 5.82' LT CONNECT TO EXISTING WATER MAIN. CONTRACTOR TO VERIFY LOCATION, SIZE, TYPE AND DEPTH PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES 1 -8" GATE VALVE (FL) SEE SHEET SS-02 FOR B I EASEMENT (TYP) DT-01 0 0 205.5f � i I o+50 1 2 I 10%+ PAD=211.5 PAD=211.7 PAD=211.7 I � 1 1" WATER SERVICE AND EXISTING SEWER SERVICE. CONTRACTOR TO METER PER COR STD \ INSPECT TO CONFIRM CONDITION AND PLAN 320.1, SEE SHEET I r ✓ / i REPLACE IF NECESSARY AS DIRECTED BY SS-03 TYP THE INSPECTOR. EXISTING SEWER SERVICE TO BE INSTALLED BY CITY FORCES TO BE EXENTED TO LOT 1 PER COR STD WATER METER PERMIT REQUIRED CONNECTION DETAIL I I PLAN 406.1 ON SHEET SS 02 - EDGE OF EX PAVEMENT (TYP) 300 LF, 8" 0 PVC SSA �,©_S=0.62% l n �r EX SSMH STA 204+54.97, 6.04' RT RIM=210.91 IE OUT=201.62, 8"0 N IE IN=201.52, 8"0 S, E Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 0 L777 � PROPOSED 11.5' R/W DEDICATION � 225 22C 215 21C 205 20C N O LO OD O CD O O O N N N N N i 200+40 ENGINEERS L�9LyC ®CONSULTING 34 0 81h Avenue South 1 ® I * I Suite 205 Qj Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 www.esmcivil.com FVERETT (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works 1 Project Management I Landscape Architecture ESM JOB #41 1-004-023 EXISTING 8" J WATER MAIN NORTH CONNECTION TO EXISTING MAIN. SEE SHEET DT-02 FOR DETAILS M�F4 O or, 0 N N I� . O 0i O O NI ON N N N N N N N INT STA 201 +29.39, SMITHERS AVE S STA 100+00.21, S 21 ST STREET PROPOSED 12" STORM (TYP) 101 LF , 8" bl DI RJ PROPOSED 6" WA SERVICE PROPOSED GRADE FLOWLINE 3' MIN COVER SOUTH CONNECTION TO EXISTING MAIN. SEE SHEET DT-02 FOR DETAILS PROPOSED 6" SS SERVII EX 8" SEWER (TYP) 201 +00 201 +60 202+20 �OF A$l��Nc SURVEYED: DESIGNED: 8ML DRAWN: CJR FC�S ER�O CHECKED: AL NO. REVISION BY DATE APPR APPROVED: 02/20/2024 SCALE: 1 "=20' ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY EXISTING GROUND ® OF R/W EXISTING 8" WATER MAIN 225 220 215 210 205 200 202+80 203+20 104+00 s VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF RENTON 19 DATUM Planning/Building/Public Works Dept. W z m 1 SCALE: 1 " = 20' 20 10 0 20 40 CONTOUR INTERVAL = 2' SCALE: 1 '=20' HORIZ. 1 "=5' VERT. LEGEND PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE SIDEWALK 1.5" GRIND AND OVERLAY NOTES: 1. ALL MECHANICAL JOINT FITTINGS AND VALVES SHALL HAVE RESTRAINED GLANDS EQUAL TO MEGALUG SERIES 1100 IN ADDITION TO CONCRETE THRUST BLOCKS PER CITY OF RENTON STD PLANS 330.2 AND 330.3 2. CONCRETE BLOCKING TO BE SIZED PER COR STD PLAN 303.1 PROVIDED ON SHEET SS-03 3. SEWER STUBS TO BE INSTALLED PER COR STD PLAN 406.1 LOT SERVICE CROSSING TABLE LOT # WATER IE EX GAS IE SEWER CROWN STORM INVERT DIFFERENCE 1 203.13 200.80+ 2.33' 1 200.92t 207.28 6.36' 2 201.97 204.23 2.39' 2 203.06 206.51 3.45' 2 208.57+ 202.54 6.03'f 3 202.30 203.82 1.52' 3 207.17+ 203.03 4.14'f S-431501 W-431501 DEVELOPMENT ENGINEERING WATER UTILITY UR HHuynh 04/17/2025 Haldez 03/31/2025 Ej: WATER UTILITY �' ell 03/31/2025 DATE: SOPHIE JO SHORT PLAT 02/18/25 WATER & SANITARY SEWER PLAN PAGE: OOK: PAGE: DRAWING NO: SS-01 HEE UTILITY PERMIT # SGF: 16 23 Ln T_ cY) r N I2- 7 Ln (T') N �l Q _j n rr O r2 V O w 2 n O �W (SEE NOTE 7) BEDDING MATERIAL FOR J SANITARY SEWER PIPE O.D. (SEE NOTE 5) of PIPE FOUNDATION LEVEL . 1 Llluil TS OF PIPE ZONE 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 7-06 OF THE STANDARD SPECIFICATION5 5 PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3) OF THE STANDARD SPECIFICATIONS B_ 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 APa DEPARTMENT FOR SANITARY SEWERS Martin PastuchW26/202 ?'I -A �66 Aa90 PATE 4" BENP AS REOVIRED INC GREATER THAN 45' BE7W} EVERY 2N0 CHAnGE a CEEAROUT WYE WTi IN D*ECT14N p� GRADE WILL fFERLRRE 45 BEND A140 PLUG A CLEANOUT WYE (SEE ROTE 11) I (SEE NOTE 11) W W M� k HORSE ?I SURFACE CLEANDUT }' SURFACE 15". 5".5- vm CLE-ANOUT (SEE SZ KAN - 497) WYE Wm R O W LINE CLEANC s Mir4 MAIN SEWER LINE ALL 94 TURNS SHALL BE ACCOWPUSHED BY MEALS OF A WYE MATH CI.EANOUT 00 4S BEND TWO 45' BENDS 5HALL N0Y BE ACCEPTABLE (SEE NOtE II) 3 cl W HOUSE - 3-e} VIN I I / A" SEWER PIPE f (TYPICAL) 4" SEWER PIPE, SEE ROTES 2 4" TEST TEE WIT+) AND 3 MINIMUM LINE S12E FOR PLUC FACE LFP OTI+ER TRAM SIN(�E FAMILY 15 4" �TPICAL) LINE fi"T 4" REDUCER [TYPICAL) NOTES IF THE BUILDING SEWER SERVES ANY FIXTURE HANNG s FLOOD LEVEL RIMS LOCATED BELOW THE ELEVATION T PRIOR TO INSTALLATION OF A SANITARY SEWER CONNECTION. A o OF THE FVEXT UPSTREAM MANwat C'BVCR OF THE SIDE -SEVER PERhOT MUST BE PURCHASED FROM THE DT-V CF cT PUBLIC SEWER SYSTEL, A BACKFLAW PREVENTION RENTON PUBLIC WORKS DEPARTMENT o = DEICE SUCH AS CLEAN CHECK EXMWABLE @ACISWATEf1 VALVE OR APPROVED EQUAL y1A11 BE 2 FOR INSPECTION OF SIDE SEVER, CALL 24 HOURS IN ADVANCE �. INSTALLED THE" IR$PECtmN PHONE NUMBER IS ON THE SIDE SEWER PERMIT a" R.Ex19LE COUPLING (FERNCO OR EOLIAL) SITE MUST BE READY FOR INSPECTION AND A REPAE"10011VE v a ON SITE WHEN kNSPECTOR ARRIVES AT APPOIN"EB T1ME CO NOT I4 BAOKFlLL THE DITCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR `� SURFACE CLEANOUT m 4� o, 4,.x4" WYE 3 SIDE SEWER PIPE AND FITTINGS 5ItALL BE PVC SDR 35 WITH RURKR 4, PIPING CASKET .IOINTS UNLESS OTHERWISE APPROVED BY THE PUBLC WORKS DEPARTMENT �N BUILDING DRAIN FOR 4 A W,NIIIUM GRADE' OF 2Z (110" PER FOOT) MUST BE MAINTAINED Low ELEVATION HOUSE WITH A 4" PIPE IN THE EVENT A 2R GRADE CANNOT BE 1AAATANED WITH TIRE APPROVAL Or THE PVOLIC WORKS INSPECTOR, THE MAIN TO CONTRACTOR MAY INSTALL A 6- DIAMETER 549E SEWER AT NO LESS S FEET ROW UK R 0 W. LINE TO CLEANOUT "Ax. TnAN T>L 'SIDE SEWER BUILDING SEWR BUILDING sn16 DRAIN 5 INSTALL SIDE SEWER 'MTN Z' MsNIYUU C05ER le" COVER IS ALLOWED MIN AT TI+E HOUSE IF DUTLEF IS SHALLOW 0 ALL BUILDING SEWER ANTS SIDE �WIERS $HALL HAVE REDOING IN ACCORDANCE 1WT14 STANDARD PLAN fOb }w r x " ' ' 7 WHENEVER PEASULE, THERE SHALL BE A MINFMUM 5 FOOT n t �'x z' HORIZONTAL SEPARAt1DN BETWEEN SANITARY SIDE SEWERS AND ALL `�v ( y `D"' g ` ! `R OTHER UTILITIES p * n n n Ir �' r'?i } "^ 5 SIDE SEWER TESTING SHALL CONSIST OF PLACING A PLUS 1% THE TEST TEE AND INSTALLING A 4-FppT RISER PIPE ON THE CLEMOUT To W I o _ 2 F AT THE 9U1WING- THE SIDE SEWER PIPE DULL BE FILLED 70 WITH TO THE TOP THE ¢ I q n WATER OF RISER PIPE NO LOSS OF WATER SHALL OCCUR FOR A PERIOD OF 10 MINUTES, THE 510E SEWER MAY BE m ' v THE ..- CONNEC70 TO @UII-DING FOLLOwNC THE SUCCESSFUL COMPLETION OF THE LEAK TEST zt - S 9 THE CLEANOUT AT THE R1CHT-OF-WAT 5HALL W INSTALLED PER STANDARD PLAN 4w 1 111E CLEANEXIT AT THE RUI]IHG SHALL BE B NSrALL �O INs TAu,LnDH INSTALLED TO SURFACE CRADE ALL OTHER CLEANBUTS SFIALL 9E INSTALLED TO WITHIN 12" DF THE SURFACE 10 IF SIDE SEWER STU@ IS NOT AVAILABL{ THE OWNER SHALL BE RESPONSIBLE FOR ITS INSTAIJJITON PER STANDARo PLAN 406 1 ALL WORK WITHIN STREET RIGHF-OF-WAY SHALL BE DONE BY A LICENSED AND BONDED CONTRACTOR CALL BIT BEFORE YOU DIG E 1' ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC OF L]O Rh-OF-wAY SHALL CONFORM To STANDARD PLAN 110 OFF 1102 WV,W r01111e10fCyOud!q Or[} 12 AL-L WORK SHALL OE ACGOUPLI$HED IN ACCORDANCE WITR T11E WASHINGMIN INDLIST1IIAL 5AFIETY ARD HEALTF- ACT [WWS..A) TYPICAL BUILDING SEWER srDr- -405.2 PUBLIC WORKS FROM PROPERTY LINE TO 26/2021 DEPARTMENT Martin Pastucl� BUILDING CONNECTION Fiww... :.,Foum"9D ogre Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) ®CONSULTING 34 0 8th Avenue South ENGINEERS _L L C Suite 205 Federal Way, WA 98003 FEDERAL WAY (253) 838-6113 www.esmcivil.com EVERETT (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works I Project Management I Landscape Architecture ESM JOB #41 1-004-023 — E71; SEWER MAIN I ! I I I PROPERTY LINE SPOOL i j i Z l (LENGTH AS NEEDED) I - T-B" MIN I II o 6" 5EWER STUB I r I I I I M FUTURE 4- SIDE SEVER I I , 4 i i i L$FWER MAIN TEE 9 5- TEE i i i 2"x 4" STUB MARKING POST PAINTED 6" CAP W41TE MATH THE WORD "SEWER" STFNCILEO I W r SIDEWALK IN 3" HIGH SLACK LETTERS AND #6 WIRE WRAPPED AROUND THE SrUO AND j ? EXTENDED TO THE TOP OF THE STUD COUPLING TYP e �.J I 6"x6"x6- SURFACE CLEANOUT VAT" CAST IRON RING AND COVER L' (EAST JORDAN IRON WORKS PRODUCS ND 0367502 OR 1 APPROVED EQUAL. SPEOFY "SEWER" ON 10). CLEANOUT TO RE CENTERED IN A 2'x2' CONCRETE PAC CONCRETE PAD TO BE @" IN DEPTH ------------------------T—____ SEND AS g" REQUIRED fEXISTING SANITARY _ ! SEWER MAIN —2-D�%MAI'm OPE! FUTURE A- SIDE SEWER SB L6"k5"kfi' WYEFUT4IRE fi"x 4" REDUCER BEVIES MAIN : E % 6" TEE ACCEPTABALr PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN A VITRIFICO CLAY MAIN - CUT IN A NEW PVC "TEE" USING STRONG-EIACK" FLEXIBLE COUPLINGS (FERNCD OR APPROVED EQUAL). B CONCRETE MAIN - CUT IN A NEW PVC `TEE" US'INO 'STRONO-EtACK' FLEIOBLE COUPLINGS ("NCO OR APPROVED EQUAL) C PVC 61 GRDO PVC WAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED IOU+ A ROMAG SADDLE (OR APPROVED EQUAL) 0. DµCM_E IRON MAIN - CORE -DRILLED WITH A RCMAC SADDLE (OR APPROVED EQUAL) E LINEO MAIN - CONNECTION TO SEWER MAINS THAI HAVE SEM LINED (CIPa, ETC ), CUT IN A NEW PVC 'FEE" USING `STRONG -BACK" FLE%19LE CBUPLINCS (FERNCO OR APPROVED EQUAL), F HOPE - CORE -DRILLED WITH A R04AC SACOLE "INSERM-TEE- MAY BE USED ON SEWER MAINS 12" OIAMETER OR LARGER G MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACT{IRED KNOU -OUVS OR THE STRUCTURE SHALL BE CORE -DRILLED AND uSE KOR-N-SEAL BOOTS OR APPROVED VQUAL NOTES. I PRIOR 10 INSTALLATION OF A SANITARY SEWER STUB, A %BE SEWER STUB PERM17 MUST BE PURChASEED FROM THE CITY 4f RENTON PUBLIC WORK$ Qf6PARTMENT 2 UNLESS OTHERWSE SHO M &N 4-LAN, SIDE SEWER SoALL FIAVE A IAINRduLI 2 5' COVER AT 11ROKRTY LINE DR 3-S' LOWER THAN THE LOWEST HOUSE ELEVATION, WICHEV£R IS LOWER J SFOE SEWERS SHALL HAVE A MIN -MUM 2 M SLOPE UNLESS APPROVED BY THE PUBLIC WORK$ INSPECTOR 4 FOR INSPECTION OF THE SIDE SEWER 511jB. CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE 510E SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT THE APPOINTED TIME 0O NOT BACKRLL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR 5 ALL TRENCH RESTORATION rOR SIDE SEWERS IN THE PUBLIC RICH? -OF -WAY SHALL CONFORM TO STANDARD PLAN 1T0 OR 1102 6 TIAE SIDE SEWER STUB SHALL HAVE PIP[ 9EODINC IN ACCORDANCE WITH STANDARD PLAN 405 T ALL SIDE SEWER STUBS SI-HALL BE 14STALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WAS-INCTON SIDE SEWER STUB p� F94. , STD. PLAN -406.1L AAPH{74 N'1 19 PUBLIC WORKS INSTALLATION DEPARTMENT Martin PastucftW26/202 SEWER MAIN TO PROPERTY LINE) w9t7&"9 GATE 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 WSOOTIAPWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS & SPECIFICATIONS A $FT OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION 2 DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTTCAL DATUM 1999 HORIZONTAL CONTROL SHALL RE 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 CONFFIRENCEAND A 24-HOUR NOTICE SHALL BE RECUIRED PRIOR TO STARTING NEW CONSTRUCTION IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMTS, 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 d THE HOVERS OF WORK IN THE STREET RIGHT -CIF -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, B- ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND FT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AV0110 DAMAGE OR D1S7URBANCE 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 SfTE ATALL TIMES 7. SACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LMSE AVERAGE DEPTH OF 12-INCHES, MAXIMUM DEPTH 16-INCHES. THOROUGHLY COMPACTING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY THESE COWPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMErTER 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,IS). 8 SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER-GASKETED ASTM D 3034. SDIR 35, C9001C905 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 WA$HIW;TON IN ACCORDANCE WITH STANDARD DETAIL 412 TO. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS $HALL BE SACKFILLE❑ WITH CRUSHED SURFACING AGGREGATE (W50OT SPECIFICATION "39(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 WSDOTIAPWA STANDARDS AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANDARD PLANS 8 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 WFTH 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 PLtBL1C WORKS WASTEWATER UTILITY PLAN - 413 .� AF'PAOMEa DEPARTMENT STANDARD NOTES Martin Pastuchaa/26/2 rr.l...ea..y,..,"I... LATE L 111163 1001069[0311 CIO W rr� V�yJ+ L.L W 2 VJ LD x LJ EXISTING 0 x w ON EXISTING WATER MAINS PRIOR TO FINAL CONNECTIONS 4 LF 8" 0 DI PIPE 1-8" 90" BEND J +I 0 1 —8" CAP W/2" TAP AND TEMPORARY BLOCKING INSTALL CITY STANDARD TESTING CONNECTION USE EXISTING HYDRANT LOCATED 250' EAST ON S 21 ST ST 1-8"x6" CUT —IN —TEE (FL) c0 1 —8" ADAPTER x 1 —6" SPOOL (FLxPE) 1 —6" LONG BODY SLEEVE (MJ) CITY FORCES TO PERFORM WATER MAIN CUT —IN EX 8" DI o CUT AND ABANDON EXISTING MAIN. (.0 CAP PIPE ENDS Ix (BY CITY FORCES) 1-8" SPOOL (PE) 1-8" LONG BODY SLEEVE (MJ) NEW 8" 0 DI TESTING CONNECTION NORTH CONNECTION DETAIL NEW 8" 0 DI LJ 1-8" CAP W/2" TAP AND TEMPORARY BLOCKING INSTALL BLOW OFF ASSEMBLY PER COR STD PLAN 300.7 -H ON SHEET SS-04 o CUT AND ABANDON NEW 8" 0 D EXISTING MAIN. 1-8" SPOOL (PE) CAP PIPE ENDS 1-8" LONG BODY SLEEVE (BY CITY FORCES) 1-8" GATE VALVE (MJ) 1-8" PLUG 00 00 CITY FORCES TO PERFORM x x WATER MAIN CUT —IN W W EXISTING TESTING CONNECTION SOUTH CONNECTION DETAIL FINAL CONNECTION 0 x W FINAL CONNECTION S-431502 IN COMPLIANCE WITH CITY OF RENTON STANDARDS EHHuy:n1h ENT ENGINEERING WATER UTILITY 04/17/2025 LHa2ez 03/31 /2025 :01 WASTEWATER UTILITY jstowell 03/31 /2025 ' SURVEYED: SCALE: DATE: VERTICAL: NAVD 1988 3/1 • S O P H I E J O SHORT PLAT // HORIZONTAL: NAD 1983/1991 CITY OF " 's 24 DESIGNEDBML KS SANITARY SEWER DETAILS & NOTES FIELDBOOK: DRAWN: RENTON PAGE: CJ R • DRAWING NO: ONE INCH DATUM ^ �1 — 0 /1 CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. JJ L IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY UTILITY PERMIT # SHEET: 17 OF:23