Loading...
HomeMy WebLinkAboutzS-4315setw Q z LLJ co A PORTION OF THE SE 1 /4 OF SECTION 19, TWP, 23 REG, 5 E, WM C\Il pC ` INSTALL 6" IN -LINE STA 201 +00.1 6, 10.68' LT I ~ � GATE VALVE (FLxMJ) t CONNECT TO EXISTING WATER MAIN. CONTRACTOR TO VERIFY LOCATION, 50' FROM NEW TEE I r SIZE, TYPE AND DEPTH PRIOR TOLO / CONSTRUCTION AND NOTIFY ENGINEERco EX SSMH / STA 201 +00.1 1, 5.81�MLT L OF ANY DISCREPANCIES N 1-8" 90° BEND J) I 1-8„ SLEEVE R M=212+08 .86, 4.15' RT J 1-8 x6 CUT -IN TEE (FLxFL) A IE IN=200.08 8" 0 E PROVIDE APPROVED \� tL 1 -GONG BLOCKING � DT-01 - , 5-INCH STORZ FITTING ON 3: / 1-8 ADAPTER (FLxMJ) IE OUT=199.98, 8"0 W EXISTING FIRE HYDRANT /\ SEE SHEET SS-02 FOR I DI SPOOLS AS NEEDED CONNECTION DETAIL 1- CONIC BLOCKING > - - -- � INT + I - � � � - - �,- I 1 f I � I STA 100+00.21, S 21ST STREET f - - I I I IwEX SSMHSTA 104+11.94, 3.88' RT STA 201+29.39, SMITHERS AVE S I- - - J I I S 21 ST ST RIM=208.79 103 LF, 8"0 DI RJ »210 LF, 8 b PVC SS /IE OUT=201.54, 8 0 W IE=199.80 IE=200.37S=0.46% „ I I I I N EX SSMH I SAWCUT LINE (TYP) 6 0 SS I I _ 1 1 6 0 SS J STA 99+94.15, 1.33' LT I I = 101 +00 1 1 102+00 1 1 103+00 ? 104+00 RIM = 210.2 0 1 0 0 0 0 IE IN=199.02, 8 0 S 10 0�'00,s s s s IE IN=199.02, 8"0 E I I I I rr 0 0.0 1 1 I I I I I I I ------ -- --J L-J L-------------J LJ L------------ --, 208 LF, 8"0 PVC SS O ® � _ © S=0.70% 1" WATER SERVICE AND X- „ I ® METER PER COR STD _s -?! - �¶ I a 26 LF, 8 PVC SS 1 l `L f PLAN 320.1, SEE SHEET WATER METER \, v�, a g ' v� ©S=2.42� r... - SS-03(TYP)r I� P .. IRRI ATI O - ------ _ _ p EX SSMH -- -------- _ - ... - :. - R - - ..... c ......... . STA 201 +54.64, 6.07' RT a4 , METE N WATER STUB ��.� � W RIM=209.50 I -- -- -- -- - -- - --iR -I- AND - -- -- -- -- ® SS CO 6" PVC l IE IN=199.75, 8"0 S P ABANDON APPROXIMATELY 108 LF VALVE E RIM-210.60' IE OUT=199.65, 8 N OF EX WATER MAIN. INSTALL PIPE ---I � o n 'J' �/ CAPS (MJ) AT PIPE ENDS (BY n �- 6 (TYP) I i 'CITY FORCES) + �; + O I WATER STUB A � SS CO 6 PVC I I 0 I I G- / RIM=211.26' I 10' UTILITY W B WATER METER B i DT-01 I I EASEMENT (TYP) Z DT-01 o DT-01 I \ /� cc o I 206.81 2�3 N ` ILLL O I v7 STA 202+07.61 , 5.82' LT I 0+50 1 2 _ CONNECT TO EXISTING WATER MAIN. I PAD-211.7 10%t PAD=21 1.5 �� � PAD=21 1.7 � I I I I - - CONTRACTOR TO VERIFY LOCATION, l SIZE, TYPE AND DEPTH PRIOR TO SS CO 6" PVC I CONSTRUCTION AND NOTIFY ENGINEER I RIM=210.94 I / \ OF ANY DISCREPANCIES i EXISTING SEWER SERVICE. CONTRACTOR TO 1 8 GATE VALVE (FL) INSPECT TO CONFIRM CONDITION AND I _ - REPLACE IF NECESSARY AS DIRECTED BY I---- �,� SEE SHEET SS-02 FOR I THE INSPECTOR. EXISTING SEWER SERVICE -7- -V CONNECTION DETAIL I I TO BE EXENTED TO LOT 1 PER COR STD ---------------------------------- - I------------ \ 1 PLAN 406.1 ON SHEET SS-02. - L _11 C 7 EDGE EX I ) \ PAVEMENTO TYP PROPOSED 1 1.5' R/W DEDICATION 0 300 LF, 8" 0 PVC SS- ©_S=0.62% l n �r 1 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 (N I RECORD DRAWINGS RECORD DRAWING: THE INFORMATION ON THIS DRAWING INDICATES CHANGES MADE TO THE CONSTRUCTION DOCUMENTS BASED UPON UTILITY AS -BUILT SURVEY PERFORMED BY LANKTREE LAND SURVEYING, DATED AUGUST 18, 2025, AND TRANSFERRED TO THE REPRODUCIBLE DRAWINGS BY THE ENGINEER. Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 225 22C 215 21C 205 20C N O LJ O I� Co N N n Co O O N IN N N N N N N N N N N N N N i 200+40 EXISTING 8" J WATER MAIN NORTH CONNECTION TO EXISTING MAIN. SEE SHEET DT-02 FOR DETAILS olc*q 7 ®Of WASy� CONSULTING ENGINEERS L L C 32001 32nd Avenue South I ® I I I Suite 200 m N Federal Way, WA 98001 FEDERAL WAY (253) 838-6113 www.esmcivil.com LYNNWOOD (425) 297-9900 -0 Civil Engineering Land Surveying Land Planning A�� ,p 50085 Q �� Public Works I Project Management I Landscape Architecture FO/STERN ESM JOB 41 1-004-023 ASS/0NAL 21611111 201 +00 AS -BUILT � INT STA 201 +29.39, SMITHERS AVE S = STA 100+00.21 , S 21 ST STREET PROPOSED 12" STORM (TYP) 11 L_ 101 Ll�, 8" bl DI RJ PROPOSED 6" WA SERVICE 201 +60 PROPOSED GRADE FLOWLINE 3' MIN COVER SOUTH CONNECTION TO EXISTING MAIN. SEE SHEET DT-02 FOR DETAILS EX 8" SEWER (TYP) PROPOSED 6 SS SERVI( 202+20 EXISTING GROUND ® � OF R/W EXISTING 8" WATER MAIN 202+80 225 220 215 210 205 n 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 1 203.13 200.80f 2.33' 1 200.92t 207.28 6.36' 2 201.97 204.23 2.39' 2 203.06 206.51 3.45' 2 208.57f 202.54 6.03'f 3 202.30 203.82 1.52' 3 207.17f 203.03 4.14'f S-431501 W-431501 200 FIN COMPLIANCE WITH CITY OF RENTON STANDARDS 203+20 ESM 9/10/25 SURVEYED: SCALE: VERTICDATE: "=209 HORIZONTAL: N D 1198 : NAVID /1991 S O P H I E J O SHORT PLAT // DESIGNED8ML CITY OF WATER & SANITARY SEWER PLAN o2 �a 2s RENTON DRAWN: PAGE: CJR DRAWING NO: ONE INCH DATUM CHECKED: AT FULL SCALE -0 IF NOT ONE INCH SS 1 Planning/Building/Public Works Dept. REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY UTILITY PERMIT # SHEET: OF: 16 23 Lo r ce) N I— co Nt r N rW(SEE NOTE 7) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) ----\ FOUNDATION LEVEL LIMITS OF PIPE ZONE O-D, of PIPE Lil BEDDING FOR SANITARY SEWER PIPE NOTES 1, PROVIDE UNIFORM SUPPORT UNDER BARREL 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 959 MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4, PIPE INSTALLATION SHALL BE PER SECTION 7-09 OF THE STANDARD SPECIFICATIONS 5 PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3) OF THE STANDARD SPECIFICATIONS Li_ 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. I STD. PLAN - 405 • . PUIBLIC WORKS PIPE BEDDING A°° DEPARTMENT FOR SANITARY SEWERS Martin Pastuc13A126/202 QATE ALL 90 TURNS SHALL BE ACCOMPLISHED BY MANS OF A WYE WITH C4EANOUT AND 4" BEND AS REQUIRED (Hq GREATER 45 BEND TWO 45' BENDS SHALL NOT BE THAN 45- BEND) EVERY 2ND C"ANGE a" CEfANDUT WYE WITH ACCEPTABLE (SEE NOTE 11) IN DIRECTION DR GRADE WIL4 REQUIRE 45 BEND AND PLUG A CLEANIXIT WYE (SEE NOTE 11) r {SEE NOTE 11) I I i s 7 � HOUSE HCuSE �� Hou%E I"I MOUSE a � n 3 -0�' WIN 4" SEWER PIPE SVRFACE CLEANOUT 4" SURFACE (tYPICAL) e"x 6"Y4" WYE CLEANDUT 4" SEWER PIPE, SEE NOTES 2 (SEE STO PLAN - 407) WYE ! it" TEST TEE 1WYH ANf} 3 MINILWI UNE 91ZE FOR / 4„ W>1r PLUG FACE UP OTHER THAN SINGLE FAMILY IS 6" (TYPIC'u) I R o w LfNE CLEANOUT _R 0 r LINE m 3' MIN u iO u 'O 6"r 4" REDUCER v N N (TYPICAL) .A MAIN SEWER LINE ,'R., ._ ,R ?? NOTES IF THE BUILDING SEWER SERVES ANY FIXTURE HA1ND FLOM LEVEL RWS LOCATED BELOW THE ELEVATION 1 PRIOR TO -INSTALLATION OF A SANITARY SEWER CONNEG110N, A 4F THE NEXT 'UPSTREAM MANHULE COVER OF THE 3 a(4" SIDE -SEWER PERMIT GUST BE PURCHASED FROM THE CITY OF OPUBLIC SEWER SYSTEM, A SACKROW PREVENTION RENTON PUBLIC WORKS DEPARTMENT. a zDCNCE SUCH AS CLEAN CHECK EXTENOABLE ' 9BACKWATER VALVE OR APPROVED EOUAL SHALL BE 'n 2 OR INSPECTION CALLHOURS IN Y ANCE 3THE mI"STALLED THE INSPECTION PHONEE NOmBER S ON SIDE SCWERdt PERMIT FLEXIBLE COUPLING CFERHCO OR EQUAL) SITE MUST SE READY FOR INSPECTION AND A REPRESENTATIVE u4" ON SITE WHEN INSPECTOR ARRIVES AT APPOINTED TIME DG NOT BACKFTLL THE DITCH UNTIL APPROVAL IS C14N OY T-HE HSPECTOR > iX SURFACE CUEANDUT 4"e 4"■4" WYE 3 SIDE SEWER PIPE AND FITTINGS SHALL BE PVC SOR 35 WWTH RUBBER PIPING CASKET JOINTS UNE.ESS OTHER*SE APPROVED BY THE PUBLIC WARK5 DEPARTMENT PLAN BuiLDIMG DRAIN FOR i A MINIMUM CRABS IV �% (1/4" PER FOOT) iAUST BE MAINTAINED LOW ELEVATION HOUSE WITH A 4• PIPE IN THE EVENT A 2X GRADE CANNOT BE MAINTAINED WeTM THE APPROVAL OF THE PVBLIC WORKS INSPECTOR, THE MAIN TO CONTRACTOR MAY INSTALL A Ei" DIAMETER SLOE SEWER AT NO LESS 5 FEET ROW LINE R D W. LINE TO CLPANOUT MAX THAN 1 S, SIDE SEwEst BuILKNNG SEWED BUILDING sTUe 4RAIN 5 INSTALL SIDE SEWER WITH 2' MINIMUM COVER 18" COVER IS ALLOWED 3 FEET MIN AT THE HOUSE IF OUTLET IS SHALLOW I '-` B ALL BUILDING SEWER AND °.ADS SEWERS SHALL HAVE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405 `- rr, m 6 °: * x ': i� z ~ ~ 7 WHENEVER FEASIBLE, THERE SHALL BE A VINI4MUM 5 FOOT Q In s +. -3, + gi+',7 v x y x m 4 �S MOR12ONTAL SEPARATION BETWEEN SANITARY 516E SEWERS AND ALL OTHER UTILITIES B SIDE SEWER TESTING SHALL CONSIST OF PLACING A PLUG IN ThIE m z pw„ oN Z m 11 o TEST TEE AND iNSTALLINC A 4-FOOT RISER RPE ON THE CLEANOUT rc o AT THE BUILDING. THE SIDE SEWER PIPE SHALL BE FILLED TO WITH i *+ c. WATER 10 THE TOP OF THE RISER PIPE NO LOSS OF WATER SHALL FOR A PERIOD m m rt'., OCCUR OF 14 MINUTES, THE SIGE SEWER MAY EIE r' v o CONNECTED TO THE BUILDING FOLLOWINC THE SUCCESSFUL oe Ot COMPLETION OF THE LEAK TEST 9 THE CLEANOUT AT THE RICHT--OF-WAY SHALL BE INSTALLED PER m StANGARD PLAN 4D6 1 TFIE CEEANDUT AT THE BUILDING SHµ4 9E PLAN INSTALLED 10 SURFACE GRADE ALL OTHER CLEANDUTS SHALL BE BUILDING SEWER INSTALLATION INSTALLED TO WTT}gN 12' OF THE SURFACE 10 IF SIDE SEWER STUB IS NOT AVAILABLE THE OWNER SHALL SE RESPON9BLE FOR ITS iN5TALLAf ON PER STANDARD PLAN 4061 ALL WORK WITHIN STRffT RICHT-OF- WAY SHALL BE DONE 1'JY A LICENSED AND BONDED CONTRACTOR CALL 811 BEFORE YOU DIG 11 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC Or go to RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 110 2 WWW collUefoTeyoudH} org 12 ALL WORK SHALL BE ACCCMPOSHED IN ACCORDANCE 1WTM THE WA5HINCTDN INDUSTRIAL SAFETY AND MCALT4 ACT (1PSHA) TYPICAL BUILDING SEWER ITD. ILA I1-4o6.x • PUBLIC WORKS y9 "any. �13 DEPARTMENT FROM PROPERTY LINE TO Martin PastuCfJW26/2021 BUILDING CONNECTION DATE Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) ® CONSULTINGENGINEERS LLC 32TId Avenue South Suite I ® I Suite 200 Federal Way, WA 98001 FEDERAL WAY (253) 636-6113 www.esmcivil.com LYNNWooD (425) 297-9900 Civil Engineering Land Surveying Land Planning Public Works I Project Management I Landscape Architecture ESM JOB #41 1-004-023 -r---------- EX. SEWER MAIN i i i l PROPERTY LINE 1 SPOOL I I x I II (LENGTH a5 NEEDED) � I i _ I � 3'-D" MIN 6" SEWER STUB I I FUTURE 4" SIDE SEWER I I 1 4" STUD MARKING POST PAINTED 12"K CAP VA4ITE WITH THE WORD 'SETTER' STENCILED SEWER MAIN TEE x 6„ TEE j j i I IN 3" HIGH BLACK LETTERS AND #6 WVRE i i i SIDEWALK i x NRAPPE❑ AROUND THC STUD AND . I I I I J EXTENDED TO THE TOP OF THE STUD l=u eauNc rYp } I I W I L_J-L---_-__--- t 6"X6'K5' SURFACE CLEANOUT WMTi-1 CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR 1 APPROVED EOUAL, SPECIFY "SEVER" ON LID). ' CLEANOUT TO BE CENTERED IN A V& CONCRETE PAID I CONCRETE PAD TO BE 8' IN DEPTH 1 rr--------- L---, BEND _ A" RE OUR ED EXISTING SANITARY SEWER MAIN---2.0% µIN SLOPE 1�7-jj3 �� � `- FUTURE 4" SIDE SEWER `.I fi" SEWER STUB 6-X6"X6" WNE FUTURE 6"x 4" REDUCER SEVER 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 (PERNC4 OR APPROVED EQUAL). B CONCRETE MAIN - CUT IN A NEW PVC "TEE- USING "STRONC-DACN" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL) C PVC k C400 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A RDMAC SADDLE (OR APPROVED EQUAL) O. 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 'FEE" USING "STRONG -BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EOUAL). 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 fib 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 PCRMIT MUST BE PURCHASED FROV THE CIT+r or RENFON PUBLIC WORKS DEPARTMENT 2 UNLESS OTHERWISE SHOWN ON PLAN, SIOE SEWER SHALL HALVE A MINIMUM 2 5' COWR AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WT+ICHEVER IS LOWER 3 SIDE SEWERS SHALL HAVE A MIN MUM 2 R SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR 4 FOR INSPECTION OF THE SIDE SEWER STLB. 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 T111E INSPECTOR 5 ALL TRENCH RESTURA71ON FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM 10 STANDARD PLAN 110 OR 7102 6 THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405 T ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AN❑ BONDED IN THE STATE OF WASHiNGTON SIDE SEWER STUB sro. PLAN - 406.1 PUBLIC WORKS INSTALLATION [Ap' DEPARTMENT Martin Pastucl*�`26/zoz (SEWER MAIN TO PROPERTY LINE] A� I i.I� wM. An.r.rer DATE WASTEWATER UTILITY STANDARD NOTES 1 ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE. WITH THE STANDARDS AND SPECiFiCATTON OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOTIAPWA 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 ATALL TIMES DURING CONSTRUCTION 2 DATUM FOR VERTICAL CONTROL SHALL BE NORTH AIIIERICAN VERTICAL DATUM 1988 HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983MS91 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 eE 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-CF-WAY S 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 ❑ISTURMANCE 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 T. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 12-INCHES, MAXIMUM DEPTH III -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). D SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER-GASKETED ASTM D 3034, SDR 35, C90OM905 OR DUCTILE IRON CLASS 60. UNLESS OTHERWISE APPROVED BY TTHE 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 WASH INGTON IN ACCORDANCE WITH STANDARD DETAIL 412 TO. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE BACKFILLED WITH CRUSHED SURFACING AGGREGATE (WSDOT SPECIFICATION 94J3 9(3) AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY 1 T 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 & SPECIFICATIONS THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL TO A UNIFORM GRADE 50 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 ST ,_PLAN -413 a PUBLIC WORKS WASTEWATER UTILITY AFFRDYED 7i7 DEPARTMENT STANDARD NOTES Martin Pastuchao/26/2 DATE olCHAE� pF WASy�Nco��G� CD - N �F50085 G / sTERF,� SS/ONAL E� RECORD DRAWINGS N0. REVISION C CD x W VJ W Q r VJ Cc LU 5� ''L^^ VJ EXISTING E 00 x W EXISTING 4 LF 8"0 DI PIPE 1 —8" 90° BEND +I CD 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) 1-8" ADAPTER w 1-6" SPOOL (FLxPE) 1-6" LONG BODY SLEEVE (MJ) CITY FORCES TO PERFORM WATER MAIN CUT —IN I� EX 8" DI o CUT AND ABANDON EXISTING MAIN. (o 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 W NEW 8" 0 DI 1-8" CAP W/2" TAP AND TEMPORARY BLOCKING INSTALL BLOW OFF ASSEMBLY PER COR STD PLAN 300.7 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 CITY FORCES TO PERFORM x WATER MAIN CUT —IN W TESTING CONNECTION SOUTH CONNECTION DETAIL 0 Q0 x W FINAL CONNECTION x W FINAL CONNECTION S-431502 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURVEYED: SCALE: VERTICAL: NAVD 1988 SOPHIE JO SHORT PLAT DATE: 02/1/2G AT FULL SCALE ONE INCH SCALE CITY OF Planning/Building/Public Works Dept. i RENTON SANITARY SEWER DETAILS &NOTES UTILITY PERMIT #