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Home My WebLink AboutzS-3643SetZIP r lr ! 5 4 'aA""o N / w �4 ti1y-i l7" 1 RtA &`J7.8 4V ^r t+_i , y l Dili I� %'� "5>. ",^SSG' '/�.+^ � ,.. /•i .w�u '\ s V' i 12.3' i.. w cv bi a ,r" y WLY TI 'OL oti CONNECT TO EXISTING 12" SANITARY SEWER MAIN PER CITY OF RENTON WATER AND SEWER DISTRICT DETAILS AND REQUIREMENTS. CONTRACTOR TO VERIFY SANITARY SEWER MAIN LOCATION, SIZE, AND ELEVATION PRIOR TO CONSTRUCTION OF ANY PORTION OF THE PROPOSED SANITARY SEWER SYSTEM. NOTIFY ENGINEER OF ANY DISCREPANCIES. APPROX. I.E. = 390.3± 58 S c'1, 3,r^" F k, r, .�1h?V ELI 1 401 DANK' tx4o-(a83 c'? z > LP'Iu,4aON PF... `C ltll 19 U chi °t a w i, t e1 77 d Q tt H 21 SANITARY SEWER CLEANOUT (SURFACE) EIM- =393 4189 SSCO TO BE PLACE A MAX. 5' FROM BUILDING �5 u5 1 II WI jtl KUP DATUM -' NkvD 3is I i,NY 391.5) , u © 12,u LANDS APE BUFFER. -- REC . NO, 708200517 MAY HAIA (ERMIINATED, K w w.. �t L t CE RI'A INV AL )yr .fi � a RIM = n�v w „u "0 PORTION OF SW 1/4 OF SW 1/4, SECTION 3, TOWNSHIP 23N, RANGE 5E, W.M. Nv ' „ Wx '� ✓ f,, ,r" y WLY TI 'OL oti CONNECT TO EXISTING 12" SANITARY SEWER MAIN PER CITY OF RENTON WATER AND SEWER DISTRICT DETAILS AND REQUIREMENTS. CONTRACTOR TO VERIFY SANITARY SEWER MAIN LOCATION, SIZE, AND ELEVATION PRIOR TO CONSTRUCTION OF ANY PORTION OF THE PROPOSED SANITARY SEWER SYSTEM. NOTIFY ENGINEER OF ANY DISCREPANCIES. APPROX. I.E. = 390.3± 58 S c'1, 3,r^" F k, r, .�1h?V ELI 1 401 DANK' tx4o-(a83 -C2 1 > LP'Iu,4aON PF... `C ltll 19 SANITARY SEWER CLEANOUT RIM = 398.79 IE = 393.01 Q2 Z i, t e1 77 d Q tt )yr .fi � a RIM = n�v w „u "0 PORTION OF SW 1/4 OF SW 1/4, SECTION 3, TOWNSHIP 23N, RANGE 5E, W.M. Nv ' „ Wx '� ✓ f,, ,r" y WLY TI 'OL oti CONNECT TO EXISTING 12" SANITARY SEWER MAIN PER CITY OF RENTON WATER AND SEWER DISTRICT DETAILS AND REQUIREMENTS. CONTRACTOR TO VERIFY SANITARY SEWER MAIN LOCATION, SIZE, AND ELEVATION PRIOR TO CONSTRUCTION OF ANY PORTION OF THE PROPOSED SANITARY SEWER SYSTEM. NOTIFY ENGINEER OF ANY DISCREPANCIES. APPROX. I.E. = 390.3± 58 S c'1, 3,r^" F k, r, .�1h?V ELI 1 401 DANK' tx4o-(a83 -C2 1 > LP'Iu,4aON PF... COVERED PLAY AREA r 1 1 @ 1 n GPHALT sin 'NG �1 iStA EvY yq �I II - NEW F 12 MCDONALD'S 13 PROTOTYPE: SF87( +5) 4 FFE = 399.0 x 22 F` i fi5f'td F.L. .{�J rr. „t, j 6" GW S `F . J. Y J } 28 e r� "a k C :SC r i fi TEI i� Il,a Z t tl W a ,r I (I I it o i l B. . _ f ASPHALT SYSTEM EASEMENT. PAYING Idf'L^ Na a'I,n307011 CUR J' D '0AQ saa.o`� . ' 4 !I c:uRe ,�:c;At `; _ a if V. ,.( D '12 .. �LytTL s L / 9 rs,...�, -.- �s BACK "o� ' _ _.. ,... ;�" n ue " $ ..... CS' _f CC# kilo CAB. S I RIM -" 399.0 �� RIM = 3f +3.3 !. 50. SPHALT '�... PAVING KCk. HOLOHNGS LLC GRAPHIC SCALE I0� 100 z0 �40 ( IN FEET ) 1 inch = 20 it coI aj CONNECT TO EXISTING 12" SANITARY SEWER MAIN PER CITY OF RENTON WATER AND SEWER DISTRICT DETAILS AND REQUIREMENTS. CONTRACTOR TO VERIFY SANITARY SEWER MAIN LOCATION, SIZE, AND ELEVATION PRIOR TO CONSTRUCTION OF ANY PORTION OF THE PROPOSED SANITARY SEWER SYSTEM. NOTIFY ENGINEER OF ANY DISCREPANCIES. APPROX. I.E. = 390.3± 17 2,500 GALLON GREASE INTERCEPTOR SINGLE VAULT SYSTEM, UTILITY VAULT 612 -GA. SOUTH RIM = 398.18 NORTH RIM = 398.18 6" IE = 392.25 (IN) 6" IE = 392.05 (OUT) CONTRACTOR TO PROVIDE VENTING AS REQUIRED BY BY UNIFORM PLUMBING CODE. 18 `C ltll 19 SANITARY SEWER CLEANOUT RIM = 398.79 IE = 393.01 Q2 Z ff t e1 20 d Q tt H 21 SANITARY SEWER CLEANOUT (SURFACE) EIM- =393 4189 SSCO TO BE PLACE A MAX. 5' FROM BUILDING �5 u5 1 II WI jtl C9 4 DATUM -' NkvD 3is I r i fi TEI i� Il,a Z t tl W a ,r I (I I it o i l B. . _ f ASPHALT SYSTEM EASEMENT. PAYING Idf'L^ Na a'I,n307011 CUR J' D '0AQ saa.o`� . ' 4 !I c:uRe ,�:c;At `; _ a if V. ,.( D '12 .. �LytTL s L / 9 rs,...�, -.- �s BACK "o� ' _ _.. ,... ;�" n ue " $ ..... CS' _f CC# kilo CAB. S I RIM -" 399.0 �� RIM = 3f +3.3 !. 50. SPHALT '�... PAVING KCk. HOLOHNGS LLC GRAPHIC SCALE I0� 100 z0 �40 ( IN FEET ) 1 inch = 20 it coI aj CONNECT TO EXISTING 12" SANITARY SEWER MAIN PER CITY OF RENTON WATER AND SEWER DISTRICT DETAILS AND REQUIREMENTS. CONTRACTOR TO VERIFY SANITARY SEWER MAIN LOCATION, SIZE, AND ELEVATION PRIOR TO CONSTRUCTION OF ANY PORTION OF THE PROPOSED SANITARY SEWER SYSTEM. NOTIFY ENGINEER OF ANY DISCREPANCIES. APPROX. I.E. = 390.3± 17 2,500 GALLON GREASE INTERCEPTOR SINGLE VAULT SYSTEM, UTILITY VAULT 612 -GA. SOUTH RIM = 398.18 NORTH RIM = 398.18 6" IE = 392.25 (IN) 6" IE = 392.05 (OUT) CONTRACTOR TO PROVIDE VENTING AS REQUIRED BY BY UNIFORM PLUMBING CODE. 18 Ok 19 SANITARY SEWER CLEANOUT RIM = 398.79 IE = 393.01 Q2 Z ff 20 d Q ® H 21 SANITARY SEWER CLEANOUT (SURFACE) EIM- =393 4189 SSCO TO BE PLACE A MAX. 5' FROM BUILDING �5 u5 1 ". P I Ot, 'd © 07 398 34 C9 4 DATUM -' NkvD 3is 23 i,NY 391.5) , © 42 LF 6" PVC SDR 35 WW @ 2.07 MIN. 24 97 LF 6" PVC SDR 35 GW @ 1.57 09 -71 25 Ir r A, 10 14 LF 6" PVC SDR 35 WW @ 2.07 MIN. 26 41 LF 6" PVC SDR 35 GW @ @ 1.57 SANITARY SEWER CLEANOUT RIM = 397.17 IE = 395.09 CB r� 1I,RlNv 3. , SANITARY SEWER CLEANOUT (SURFACE) RIM = 398.88 IE = 393.06 SSCO TO BE PLACE A MAX. 5' FROM BUILDING 28 35 LF 6" C900 GW @ @ 1.57 F1221 2 LF 6" PVC SDR 35 WW @ 2.07 MIN. 6" WASTE WATER ENTRY APPROX. I.E. = 393.10 11 LF 6" PVC SDR 35 GW @ 2.07 MIN. SANITARY SEWER CLEANOUT RIM = 398.16 IE = 392.02 y AREA DRAIN PER DETAIL 2, SHEET C -3.6 RIM = 397.30 IE = 395.62 13 14 II' I 1 i . A/ 4 LF 6" PVC SDR 35 GW @ 2.0% MIN. WITH SANITARY SEWER TESTING TEE RIM = :398.18 IE = 392.01 I I , �LL I III POS l,. 6 t < a,w.- �� < lji f LEGEND: 6" GREASE WASTE s" cw 6" WASTE WATER 6" WW 1 -3. GREASE INTERCEPTOR 4 SANITARY SEWER CLEANOUT /TEST TEE • _1 2 3.7 3.7 SANITARY SEWER SCHEDULE aj CONNECT TO EXISTING 12" SANITARY SEWER MAIN PER CITY OF RENTON WATER AND SEWER DISTRICT DETAILS AND REQUIREMENTS. CONTRACTOR TO VERIFY SANITARY SEWER MAIN LOCATION, SIZE, AND ELEVATION PRIOR TO CONSTRUCTION OF ANY PORTION OF THE PROPOSED SANITARY SEWER SYSTEM. NOTIFY ENGINEER OF ANY DISCREPANCIES. APPROX. I.E. = 390.3± 17 2,500 GALLON GREASE INTERCEPTOR SINGLE VAULT SYSTEM, UTILITY VAULT 612 -GA. SOUTH RIM = 398.18 NORTH RIM = 398.18 6" IE = 392.25 (IN) 6" IE = 392.05 (OUT) CONTRACTOR TO PROVIDE VENTING AS REQUIRED BY BY UNIFORM PLUMBING CODE. 18 38 LF 6" PVC SDR 35 GW @ 2.07 MIN. 19 SANITARY SEWER CLEANOUT RIM = 398.79 IE = 393.01 Q2 71 LF 6" PVC SDR 35 WW @ 2.07 MIN. SANITARY SEWER TESTING TEE RIM = 1.74 IE = 391.74 ff 20 20 LF 6" PVC SDR 35 GW @ 2.0% MIN. ® 3 LF 6" PVC SDR 35 WW @ 2.0% MIN. WYE CONNECTION IE = 391.80 21 SANITARY SEWER CLEANOUT (SURFACE) EIM- =393 4189 SSCO TO BE PLACE A MAX. 5' FROM BUILDING �5 © 07 7 LF 6" PVC SDR 35 WW @ 2.07 MIN. SANITARY SEWER CLEANOUT RIM = 398.25 IE = 391.94 2 LF 6" PVC SDR 35 GW @ 2.07 MIN. 23 6" GREASE WATER ENTRY APPROX. I.E. = 393.45 © 42 LF 6" PVC SDR 35 WW @ 2.07 MIN. 24 97 LF 6" PVC SDR 35 GW @ 1.57 09 SANITARY SEWER CLEANOUT RIM = 398.74 IE = 392.78 25 SANITARY SEWER CLEANOUT RIM = 397.94 IE = 394.47 10 14 LF 6" PVC SDR 35 WW @ 2.07 MIN. 26 41 LF 6" PVC SDR 35 GW @ @ 1.57 SANITARY SEWER CLEANOUT RIM = 397.17 IE = 395.09 11 SANITARY SEWER CLEANOUT (SURFACE) RIM = 398.88 IE = 393.06 SSCO TO BE PLACE A MAX. 5' FROM BUILDING 28 35 LF 6" C900 GW @ @ 1.57 F1221 2 LF 6" PVC SDR 35 WW @ 2.07 MIN. 6" WASTE WATER ENTRY APPROX. I.E. = 393.10 11 LF 6" PVC SDR 35 GW @ 2.07 MIN. SANITARY SEWER CLEANOUT RIM = 398.16 IE = 392.02 29 AREA DRAIN PER DETAIL 2, SHEET C -3.6 RIM = 397.30 IE = 395.62 13 14 SANITARY SEWER CLEANOUT TO BE INSTALLED PER CITY OF RENTON STANDARDS DETAIL 406.1 (DETAIL 3, SHEET C -3.7) RIM = 400.75 E = 390.65 15 16 4 LF 6" PVC SDR 35 GW @ 2.0% MIN. WITH SANITARY SEWER TESTING TEE RIM = :398.18 IE = 392.01 ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, 1. TRENCHES (ROAD CROSSINGS) D. IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (31 OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED. SEE SHEETS C -3.6 AND C -3.7 FOR SANITARY SEWER NOTES AND DETAILS. Know whafs below. Call before you dig. S �► 6 4 3 0 I CHECKED FOR COMPLIANCE TO CITY OF -DATE STANDARDL _ APPROVED BY:- .(../��^+"' _____ DATE_ APPROVED BY: ---------- _- DATE --- _--- APPROVED BY: ------------------ DATE- --- APPROVED BY: ----- _----------- DATE ------ __ L 4L-3 01 C 't a -36 PORTION OF SW 1/4 OF SW 1/4, SECTION 3, TOWNSHIP 23N, RANGE 5E, W.M. GENERAL UTILITY NOTES (PACLAND) 1. ALL IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND A.P.W.A. STANDARD SPECIFICATIONS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY TIM HANSON AND ASSOCIATES, INC., DATED MAY 2011 AND UPDATED JANUARY 2012. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY, AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS AND TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 5. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE -IN OF ALL UTILITIES. 6. ALL FILL MATERIAL SHALL BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 7. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 48 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 8. MINIMUM WATER AND SANITARY SEWER TRENCH WIDTH SHALL BE 2 FEET. 9. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). 10. IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINE (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL BE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE, MEETING REQUIREMENTS OF ANSI A21.10 AND ANSI 21.11 (AWWA C -151) (CLASS 50). 11. LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 12. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARD TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 13. ALL NECESSARY INSPECTIONS AND /OR CERTIFICATIONS REQUIRED BY CODES AND /OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. 14. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 15. CONTRACTOR TO PROVIDE TRENCHING, BACKFILL, 2 - 4" PVC SCHEDULE 40 CONDUITS, AND PULLING WIRES FOR UNDERGROUND TELEPHONE SERVICE FROM EXISTING FACILITIES AS SHOWN ON PLANS. CONTRACTOR TO COORDINATE INSTALLATION AND POINT OF CONNECTION WITH UTILITY PROVIDER. 16. CONTRACTOR IS TO PROVIDE TRENCHING, CONDUIT, AND BACKFILL FOR ALL UNDERGROUND POWER LINE AND VAULTS AS REQUIRED BY UTILITY PROVIDER. POWER LINES AND POLES TO BE INSTALLED BY UTILITY PROVIDER. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING AND FOR PRIMARY ELECTRIC SERVICE LOCATIONS. 17. INSTALLATION OF THE GAS MAIN AND METER TO BE ACCOMPLISHED BY UTILITY PROVIDER. SANITARY SEWER NOTES (CITY OF RENTON) 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. 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 PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 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. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION, 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING 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 PIPE SHALL BE THE SAME AS DESCRIBED. 11. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY INSPECTOR. 12. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWSE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM TDIAMETER CONCRETE RING POURED AT GRADE, IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. V9 SURFACE RESTORATION AS REQUIRED IN R.O.W. SPECIAL PRECAUTIONS TO PROTECT PIPE TO THIS LEVEL BEDDING MATERIAL MEETING THE REQUIREMENTS PER THE CITY OF RENTON STANDARD PLAN 405 COMPACTED NATIVE OR COMPACTED FILL. W TRENCH WIDTH EXIST GROUND W (SEE NOTE. 4) w COMPACTED BACKFILL BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 6) -� FOUNDA ION LEVEL z tV �Iz LL am o BEDDING MATERIAL MEETING THE REQUIREMENTS PER THE CITY OF RENTON STANDARD PLAN 405. NOTES: Q 1. MINIMUM TRENCH WIDTH SHALL BE THE PIPE O.D. + 24" (12" EACH SIDE OF PIPE). 2. MAXIMUM TRENCH WIDTH: on a) 15" DIA. PIPE AND SMALLER - 40" b) 18" DIA. PIPE AND LARGER - 1.5 x I.D. +18" CONCRETE ENCLOSUR LIMITS OF PIPE ZONE V-0„ 0,0 OF PIPE E" BEDDING FOR SANITARY SEWER PIPE ( NQTES: 1. PRONIN UNIFORM SUPPORT UNDER BARREL. 2. HAND TAME UNDER HAUNCHES, 3, COMPACT BEDDING MATERIAL TO 95% MAX, DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. '.SEE "EXCAVATION AND PREPARATION OF TRENCH' IN THE SANITARY SEWER SECTION OF THE STANDAPD SPECIFICATIONS FOR TRENCH WIDTH "W" AND TRENCHING OPTIONS, THE PIPE ZONE WILL BE THE ACTUAL TRENCH WIDTH, 5. TRENCH BACKFILL SHALL CONFORM TO "BACKFILLING' IN THE SANITARY' ' SEWER SECTION OF THE STANDARD SPECIFICATIONS, E<CEPT THAI ROCKS OR LUMPS LARGER: THAN I" PEP, FOOT OF :PIPE DIAMETER SHALL NOT BE I USED IN THE BACKFILL MATERIAL. 6 PIPE ZONE MATERIAL SHALL BE "GRAVEL BACKFILL FOR DRAINS' AS SPECIFIED IN THE AGGREGATES SECHON OF THE STANDARD SPECIFICATIONS'. 7. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE. IS MAINTAINED. r PU BLIC WORKS PIPE BEDDING SE BID. PLAN - 405 DEPARTMENT FOR SANITARY SEWERS 1v1a6CH 2008 TYPICAL SANITARY SEWER TRENCH DETAIL NTS AREA DRAIN (ZURN MODEL Z450B -V OR APPROVED EQUAL) PVC TO SEWER. LOPE AT 1.5% IIN. CONNECT TO 'ROPOSED SIDE (EWER. S=364302 dig. CHECKED FOR COMPLIANCE TO CITY OF RENTON STANDARDS APPROVED BY: ----- _ ----- _ ---- DATE----_- - APPROVED BY: ------------ - ---- DATE------- - APPROVED BY:-------- ---- - - -- -- DATE --- _ --- APPROVED BY:------------ - - - - -- DATE-- - - - - -- N Q o Z u> on � h W N o Y. o m o H �I N 4 m oxo N 8 a333 3 k- LL 3 0 � rn r n y 1'n m ® z W 0 J Q o m cf) CO w p Z O O EZ � Z Z azc w w tr cc a C -3.6 3 vi M RETE 000 U ) BEND SAND OR EXPANDABLE FOAM ITER TIGHT PIPE MATERIAL AS SPECIFIED BY THE ENGINEER: NOTES: 1. 0" AND 6' CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS. INC. No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, . POUR A P -0' THICK; 2'-W" SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER. s 91'D. PLAN — 409.1'. 8 OR 6 INCH CLEAN-OUT ♦ �. D� ARTME T'S FOR SANITARY' SEWER MAINS SEPTEMBER 201, . SANITARY SEWER CLEANOUT 0.33' GRADE — 0.50' MIN. — SCREW IN CAP JOINT SEALANT 1" DEEP 1" STYROFOAM ALL AROUND 6" DIAMETER CLEAN01 (STRAIGHT "T" RISER) FROM GREASE INTERCEPTOR NTS STANDARD C.O. FRAME AND COVER. SET FRAME IN CEMENT GROUT. in CEMENT CONCRETE CLASS 5 (1 -1/2) OUTLET PIPE 6' MIN DIA. FLOW DIRECTION TEST TEE NTS TO SEWER DISCHARGE PORTION OF SW 1/4 OF SW 1/4, SECTION 3, TOWNSHIP 23N, RANGE 5E, W.M. I I I �I PROPERtt UNE COUPLINGS (FERNCO OR APPROVED EQUAL). S, CONCRETE MAIN - CORE -DRIUJ 0 WITH A ROMAC SADDLE (OR APPROVED' EQUAL), C. PVC' MAIN.- CORE - DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN A. NEW TEE. USING RIGID COUPLINGS. D DUCTILE IRON MAIN - CORE- DRILLED NTH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED. KNOCK OUTS OR THE STRUCTURE SHALL. BE :CORE- DRILLED. 60" ALLOWABLE MAX FOR CAST IRON PIPE OR DUCTILE IRON PIPE OVA h NNt CONCRETE } b ptAO�OC�NO BLOCKING APP' \� 1 G�C4 -J2 %MIN SLOPE HORIZONTAL 6" SIDE OUTLET TEE SEWER 6" MIN, MAIN( SEWER MAIN CONCRETE BLOCKING - NGLE OF TEE AT MAIN OVER 25 TYPICAL SIOE SEWER ELEVATON ELEVATION NOTE. .UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE AI MINIMUM 2:5'' COVER AT PROPERTY. LINE OR 3 -5' LOWER THAN THE .LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. STANDARD SIDE SEWER i SID" PLAN 406.1 POHISC WORKS INSTALLATION DEPARTMENT ( SEWER MAIN'TO PROPERTY LINE (W ) : SEPTEMBER 2D11 STANDARD SIDE SEWER INSTALLATION NTS Dim "A" Ni Cl /ear Access Opening Grout Both Sides 1 + + \� E A yl ?� Precast Divider O I fh' t" k' J!T.�1itY' � Vent Pipes SEE PLUMBING PLANS.0� FOR CONTINUATION Adjust To Grade CONCRETE PAD N + \( s PLAN VIEW `-Slot Both Sides 711 M Tit `1 I1 � I f- �'Er). 1 1 r FUTURE Inspection Tee Typical BUILDING SEWER PIPE h BUILDING SEWER it INLET -- �2 4000 �k k 4" STUD MARKING POST PAINTED 7000 - - - -- - - TB" TEE WITH 6 "SIDE OUTLET `6'XVFACE YE WHITE 4dTH THE WORD "SEVER ": STENCILED !`r 4484 -GA � SURFACE CRING T WITH IN 3" HIGH BLACK LETTERS AND WIRE 612 GA °11', 612 lk`pll' �( rc CAST IRON RING & COVER WRAPPED AROUND THE STUD AND -SEAL 814 -GA (EAST JORDAN IRON WORKS EXTENDED TO THE TOP OF THE STUD. 818 -GA BOOTN 2875 :OR APPROVED EQUAL. 7' -D" 9' -0" SPECIFY "SEVER" ON LID, Tee or Elbow �- ( I SEE STD PLAN 403.1 FOR f BOOT 6" SIDE SEW AND BUILDING FWDR ER INSTALLATION) 19' -11" Dim "B" ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN Dim "E" LINES ARE AS FOLLOWS COAT INTERIOR COUPLINGS (FERNCO OR APPROVED EQUAL). S, CONCRETE MAIN - CORE -DRIUJ 0 WITH A ROMAC SADDLE (OR APPROVED' EQUAL), C. PVC' MAIN.- CORE - DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) OR CUT IN A. NEW TEE. USING RIGID COUPLINGS. D DUCTILE IRON MAIN - CORE- DRILLED NTH A ROMAC SADDLE (OR APPROVED EQUAL) E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED. KNOCK OUTS OR THE STRUCTURE SHALL. BE :CORE- DRILLED. 60" ALLOWABLE MAX FOR CAST IRON PIPE OR DUCTILE IRON PIPE OVA h NNt CONCRETE } b ptAO�OC�NO BLOCKING APP' \� 1 G�C4 -J2 %MIN SLOPE HORIZONTAL 6" SIDE OUTLET TEE SEWER 6" MIN, MAIN( SEWER MAIN CONCRETE BLOCKING - NGLE OF TEE AT MAIN OVER 25 TYPICAL SIOE SEWER ELEVATON ELEVATION NOTE. .UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE AI MINIMUM 2:5'' COVER AT PROPERTY. LINE OR 3 -5' LOWER THAN THE .LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. STANDARD SIDE SEWER i SID" PLAN 406.1 POHISC WORKS INSTALLATION DEPARTMENT ( SEWER MAIN'TO PROPERTY LINE (W ) : SEPTEMBER 2D11 STANDARD SIDE SEWER INSTALLATION NTS Dim "A" Ni Cl /ear Access Opening Grout Both Sides 1 + + \� E A yl ?� Precast Divider O I fh' t" k' J!T.�1itY' � Vent Pipes SEE PLUMBING PLANS.0� FOR CONTINUATION Adjust To Grade CONCRETE PAD N + \( s PLAN VIEW `-Slot Both Sides 711 M Tit `1 I1 � I f- �'Er). 1 1 r Contractor To Drill Or Kno Hole In 101 1" 2 % Draft DETAIL 1 24 "0 Locking Frame & Cover Air & Gas Tight, H2O LOAD CAPACITY 3 Places (2 Places On 577 -GA) I° (' KOR -N -SEAL BOOT OUTLET IE= 730.96 ( (J E a p E N, t� Gallon Capacity 600 Inspection Tee Typical 1500 INLET -- 3000 4000 �k - 7000 - - - -- - - - - -- !`r 4484 -GA 5106 -GA 612 GA °11', 612 lk`pll' �( 712 -GA -SEAL 814 -GA 818 -GA 818 -GA BOOTN I . 7' -D" 9' -0" KOR -N -SEAL Tee or Elbow �- ( I m f BOOT 19'-11" 19' -11" Dim "B" 4!-8" Dim "E" 5' -8" COAT INTERIOR �jw Water Depth 9'-7" WITH COAL TAR Dim "C" 7'-0" I EPDXY I'�,,. 8 -0" ., ,i � ;�'. N 8' -7" (. 10'-5" O p FLOOR 4 -8' 4' -2" 4!-3" I 'r THICKNESS 01 61-81 7' -4" ;' 8'-0" Water Depth Dim "E" S -3" 4' -4" S -10" = 1.25 3' -9 1/2" LU 4 ",81r� 4 III IY f7Sbil1 ri, bLtld °?'+1 ui n?-I `u){:Jl0 il'(II InDli I a1`IA I h` L L" RY11 211 'P7{Ilc nti,t Grout All Around Slot 12" MINIMUM Both Sides - 1 Length -- Length —+ COMPACTED PEA GRAVEL SECTION VIEW AA Contractor To Drill Or Kno Hole In 101 1" 2 % Draft DETAIL 1 24 "0 Locking Frame & Cover Air & Gas Tight, H2O LOAD CAPACITY 3 Places (2 Places On 577 -GA) I° (' KOR -N -SEAL BOOT OUTLET IE= 730.96 ( (J E a p E N, t� Gallon Capacity 600 800 1000 1500 2000 (1'1(1.50t§i'IIUi6ti 3000 4000 5000 6000 7000 UV Co. Model No. 577 -GA 577 -GA 4484 -GA 5106 -GA 612 GA °11', 612 lk`pll' �( 712 -GA 712 -GA 814 -GA 818 -GA 818 -GA Dim "A" 7'-0" 7' -D" 9' -0" 11'-2" 12'-8" +1YI^i8�1 it 13'-l" 13'-l" 15'-7' 19'-11" 19' -11" Dim "B" 4!-8" 4'- 8" 5' -0" 5' -8" 6 -8" II81'il ill 8' 0" B. -a., 9'-7" 9' -11" Dim "C" 7'-0" 7'- y, 7'-2" 7' -2" 8 -0" '.III �41 fl i0rii ri 8'-7" 8' -7" 10' -O 1/2" 10'-5" 10' -5" Dim "D" S -7" 4 -8' 4' -2" 4!-3" 4 -7" 1rcff,i B,Li?r aG 5' -1" 61-81 7' -4" 7' -1" 8'-0" Water Depth Dim "E" S -3" 4' -4" S -10" V -11" 3' -9 1/2" LU 4 ",81r� 4 4' -8" 6' -3" 6' -1" 5'-8"6'-7- Notes: 1. Concrete: 28 Day Compressive Strength to = 7000 psi 2. Rebar: ASTM A -615 Grade 60 3. Mesh: ASTM A -185 Grade 65 4. Design: ACI- 318 -02 Building Code ASTM C -857 "Minimum Structural Design Loading For Underground Precast Concrete Utility Structures" 5. Loads: H -20 Truck Wheel w/ 30% Impact Per AASHTO 6. Fill w/ Clean Water Prior Ta Start -Up Of System 7. Contractor To Supply & Install All Piping & Sampling Tees B. Gray Water Only, Black Water Shall Be Carried By Separate Side Sewer SCALE: NITS O_ I 10 Oldcastle Precast® INTERCEPTORS GREASE INTERCEPTOR Utility Vault File Name: 010- GISINGLE 600 -7000 GALLON PO Box 588, Auburn, Washington 98071 -0588 Issue Date: 2010 OIL / WATER SEPARATOR Tel: (253) 839 -3500 Fax: (253) 736-4201 www.uvauburn.com ©1992-2010 Oldcostle Precast, Inc. 2000 GALLON GREASE INTERCEPTOR NTS S= 364303 s Know what's below. Call before you dig. CHECKED FOR COMPLIANCE TO CITY OF RENTON STANDARDS APPROVED BY: ---- _ ----- _---- DATE -------- APPROVED BY: ------------ - ---- DATE -------- APPROVED BY: ------------ ----- DATE -------- APPROVED BY: ------------ — DATE --- _--- G +3 C N 6 ao £ Ur, 0 T ao 6 m M � � a M ur, F LL IL OJ ru � JM< r) UV WL3 W W Z O °CCO z cn azx �- CC Q M N C -3.7 0 � rn Do IL OJ ru � JM< r) UV WL3 W W Z O °CCO z cn azx �- CC Q M N C -3.7 PORTION OF SW 1/4 OF SW 1/4, SECTION 3, TOWNSHIP 23N, RANGE 5E, W.M. ^ �`1 G a 00(0y s> 3}2 CPC SIGNAL POLII: DAP M NA VC S C2 ^A5'G'v "4 0* O NV 397.4 lr r ^ @ `-,- -' n� ,lr' FEG ta.,.6u201G4vu9CC1 I ;Pal i // jC ?25 _ t - - - -396- < 0 V G iD O� !J Q . O ,6 , o r1 W r F53 z N , -In C z Y _0 i X00 0 z O00 I:: y RFc. NO. 79^v'a2Ci1517. kA" HAY ICRYINA E. rn 0 ? ..C� I, O� Q . O ,6 , o �LLK W r F53 z N , -In C S3 Y _0 i X00 0 z O00 43i 40" r 0 O 119 1 1 1 RFc. NO. 79^v'a2Ci1517. kA" HAY ICRYINA E. rn ? 3 I, Q . O ,6 , o W r MCDONALD'S Y N , I � � PROTOTYPE: 45- 87( +5) Y z z 4,185 SF III IN SZI qk �'j: �� i• •t� v HALE A. t t C _ u .3 CQVEPLD PLAY P,REA. i 7 R `t i1 TEI II ;� 11 €� z nh�' t ., - •i�.:, -µr }..I /.,' ASPHALT SYSEM EASEW I Pk ; \ ,�_ :xTR�`_D CONC. PAJ,hG RCS. h0 791. 3807'}1. "URB I i 28 - -Ud30L��.?i_' ..� _ PT M kAN Ej RIM 399.0 �tflltlJ Rile: 3:38.9 CA3 AS?HALT r PAVING Q R > Ot'I,'sLLC .. �O s T7OR 14 43RD ST �7 no c'� w:111 0 Z. Q GRAPHIC SCALE o to w n ( IN FEET ) 1 inch = 20 it H0 BENCHMARK TO' CEN".R BOLT 04 FIRE HYDRANT 395.34 CLi A M NA.?) BS Rim 355.' f i INV :,:: nto I ' ii r�"Y j rl rf K r �N €RI r U - S91 1. , J 1 393. i r' I a r 1 O iV I Ik A a p c> 0 M u r P {'S 1 I, Faee' J_ u5 / SW 1/4 SW 5/4 h LEGEND: 6" GREASE WASTE 6" GW 1 -3. 6" WASTE WATER 6" WW y -3. GREASE INTERCEPTOR 4 SANITARY SEWER CLEANOUT /TEST TEE 0 3.7 SANITARY SEWER SCHEDULE Qj INSTALL NEW 6" CLEANOUT. i6 38 LF 6" PVC SDR 35 GW ® 2.0% MIN. RIM = 400.0 NEW 6" I.E. = 392.9± 17 SANITARY SEWER CLEANOUT RIM = 398.79 2a2b 23 LF 6" PVC SDR 35 WW ® 2.0% MIN. IE = 396.00 [11 61 LF 6" PVC SDR 35 WW ® 2.0% MIN. 16 20 LF 6" PVC SDR 35 GW ® 2.0% MIN. ® SANITARY SEWER CLEANOUT 19 SANITARY SEWER CLEANOUT (SURFACE) RIM = 398.62 RIM = 398.89 IE = 394.58 IE = 396.40 ❑5 WYE CONNECTION SSCO TO BE PLACE A MAX. 5' FROM BUILDING IE = 394.78 20 2 LF 6" PVC SDR 35 GW ® 2.07 MIN. © 57 LF 6" PVC SDR 35 WW ® 2.07 MIN. 41 6" GREASE WATER ENTRY ❑7 SANITARY SEWER CLEANOUT APPROX. I.E. = 396.44 RIM = 398.74 IE = 395.72 22 SANITARY SEWER CLEANOUT RIM = 398.90 ❑6 14 LF 6" PVC SDR 35 WW ® 2.0% MIN. IE = 393.36 ❑g SANITARY SEWER CLEANOUT (SURFACE) 23 RIM = 398.88 47 LF 6" PVC SDR 35 WW ®1.0% IE = 396.00 ® SANITARY SEWER CLEANOUT SSCO TO BE PLACE A MAX. 5' FROM BUILDING RIM = 398.33 10 2 LF 6" PVC SDR 35 WW ®2.0% MIN. E = 393.83 11 6" WASTE WATER ENTRY 25 100 LF 6" PVC SDR 35 WW ® 1.07 APPROX. I.E. = 396.04 26 SANITARY SEWER CLEANOUT RIM = 398.19 E = 394.83 12 12 LF 6" PVC SDR 35 GW 2.0% MIN. 27 88 LF 6" PVC SDR 35 WW ® 1.07 13 SANITARY SEWER CLEANOUT SANITARY SEWER CLEANOUT RIM = 398.16 ® WITH A ROMAC COUPLER IE = 395.02 RIM = 398.50 14 4 LF 6" PVC SDR 35 GW ® 2.0% MIN. IE = 395.70 WITH SANITARY SEWER TESTING TEE 29 15 LF 6" C900 WW ® 1.07 RIM = 398.18 IE = 395.00 30 AREA DRAIN PER DETAIL 2, SHEET C -3.6 15 2,500 GALLON GREASE INTERCEPTOR SINGLE WITH 4" X 6" REDUCER VAULT SYSTEM, UTILITY VAULT 612 -GA. RIM = 397.30 SOUTH RIM = 398.18 IE = 395.85 NORTH R 6" IE = 395.24 (IN) 31 SANITARY = 399 SEWER CLEANOUT 50 6" IE = 395.04 (OUT) IE = 393.06 CONTRACTOR TO PROVIDE VENTING AS SANITARY SEWER CLEANOUT TO BE LOCATED REQUIRED BY BY UNIFORM PLUMBING CODE. PER CITY RENTON STANDARD PLAN 406.1 ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, 1. TRENCHES (ROAD CROSSINGS) D. IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (31 OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED. SEE SHEETS C -3.6 AND C -3.7 FOR SANITARY SEWER NOTES AND DETAILS. 5- 364304 ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. PACLAND CERTIFICATION /2/l9/�012 BY _____ _DATE___ 01�; 5-3&43oq c� o b N 3 G N Q N O m O N o °n N I aQ� N q, N U q, co is MIME mm vv F a °o L m 3 Q C! ..gym 0�0 m � 0 o _jmQ W E wzZ 'W'^^ O jr ) VJ W W It a[r z In LL C -3.5 NEW - I, s N ,6 , o o M MCDONALD'S Y N , PROTOTYPE: 45- 87( +5) Y 4,185 SF RIM N 19 F FFE = 399.0 0 0 NV 1 119 1 1 1 20 0 0 i 1 1 2 21 p , , ASF i iAl i i PA ; ;I \I c c: (lr I 1 i W V V i 9DCVA W-7 l I'i o I q SIORM M €.{ yam ( r 1 1 ASPHIkLT v P PHVI G � v C3 i p p f;0 6 3 30 l li 86 V i 7 R `t i1 TEI II ;� 11 €� z nh�' t ., - •i�.:, -µr }..I /.,' ASPHALT SYSEM EASEW I Pk ; \ ,�_ :xTR�`_D CONC. PAJ,hG RCS. h0 791. 3807'}1. "URB I i 28 - -Ud30L��.?i_' ..� _ PT M kAN Ej RIM 399.0 �tflltlJ Rile: 3:38.9 CA3 AS?HALT r PAVING Q R > Ot'I,'sLLC .. �O s T7OR 14 43RD ST �7 no c'� w:111 0 Z. Q GRAPHIC SCALE o to w n ( IN FEET ) 1 inch = 20 it H0 BENCHMARK TO' CEN".R BOLT 04 FIRE HYDRANT 395.34 CLi A M NA.?) BS Rim 355.' f i INV :,:: nto I ' ii r�"Y j rl rf K r �N €RI r U - S91 1. , J 1 393. i r' I a r 1 O iV I Ik A a p c> 0 M u r P {'S 1 I, Faee' J_ u5 / SW 1/4 SW 5/4 h LEGEND: 6" GREASE WASTE 6" GW 1 -3. 6" WASTE WATER 6" WW y -3. GREASE INTERCEPTOR 4 SANITARY SEWER CLEANOUT /TEST TEE 0 3.7 SANITARY SEWER SCHEDULE Qj INSTALL NEW 6" CLEANOUT. i6 38 LF 6" PVC SDR 35 GW ® 2.0% MIN. RIM = 400.0 NEW 6" I.E. = 392.9± 17 SANITARY SEWER CLEANOUT RIM = 398.79 2a2b 23 LF 6" PVC SDR 35 WW ® 2.0% MIN. IE = 396.00 [11 61 LF 6" PVC SDR 35 WW ® 2.0% MIN. 16 20 LF 6" PVC SDR 35 GW ® 2.0% MIN. ® SANITARY SEWER CLEANOUT 19 SANITARY SEWER CLEANOUT (SURFACE) RIM = 398.62 RIM = 398.89 IE = 394.58 IE = 396.40 ❑5 WYE CONNECTION SSCO TO BE PLACE A MAX. 5' FROM BUILDING IE = 394.78 20 2 LF 6" PVC SDR 35 GW ® 2.07 MIN. © 57 LF 6" PVC SDR 35 WW ® 2.07 MIN. 41 6" GREASE WATER ENTRY ❑7 SANITARY SEWER CLEANOUT APPROX. I.E. = 396.44 RIM = 398.74 IE = 395.72 22 SANITARY SEWER CLEANOUT RIM = 398.90 ❑6 14 LF 6" PVC SDR 35 WW ® 2.0% MIN. IE = 393.36 ❑g SANITARY SEWER CLEANOUT (SURFACE) 23 RIM = 398.88 47 LF 6" PVC SDR 35 WW ®1.0% IE = 396.00 ® SANITARY SEWER CLEANOUT SSCO TO BE PLACE A MAX. 5' FROM BUILDING RIM = 398.33 10 2 LF 6" PVC SDR 35 WW ®2.0% MIN. E = 393.83 11 6" WASTE WATER ENTRY 25 100 LF 6" PVC SDR 35 WW ® 1.07 APPROX. I.E. = 396.04 26 SANITARY SEWER CLEANOUT RIM = 398.19 E = 394.83 12 12 LF 6" PVC SDR 35 GW 2.0% MIN. 27 88 LF 6" PVC SDR 35 WW ® 1.07 13 SANITARY SEWER CLEANOUT SANITARY SEWER CLEANOUT RIM = 398.16 ® WITH A ROMAC COUPLER IE = 395.02 RIM = 398.50 14 4 LF 6" PVC SDR 35 GW ® 2.0% MIN. IE = 395.70 WITH SANITARY SEWER TESTING TEE 29 15 LF 6" C900 WW ® 1.07 RIM = 398.18 IE = 395.00 30 AREA DRAIN PER DETAIL 2, SHEET C -3.6 15 2,500 GALLON GREASE INTERCEPTOR SINGLE WITH 4" X 6" REDUCER VAULT SYSTEM, UTILITY VAULT 612 -GA. RIM = 397.30 SOUTH RIM = 398.18 IE = 395.85 NORTH R 6" IE = 395.24 (IN) 31 SANITARY = 399 SEWER CLEANOUT 50 6" IE = 395.04 (OUT) IE = 393.06 CONTRACTOR TO PROVIDE VENTING AS SANITARY SEWER CLEANOUT TO BE LOCATED REQUIRED BY BY UNIFORM PLUMBING CODE. PER CITY RENTON STANDARD PLAN 406.1 ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, 1. TRENCHES (ROAD CROSSINGS) D. IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (31 OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED. SEE SHEETS C -3.6 AND C -3.7 FOR SANITARY SEWER NOTES AND DETAILS. 5- 364304 ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. PACLAND CERTIFICATION /2/l9/�012 BY _____ _DATE___ 01�; 5-3&43oq c� o b N 3 G N Q N O m O N o °n N I aQ� N q, N U q, co is MIME mm vv F a °o L m 3 Q C! ..gym 0�0 m � 0 o _jmQ W E wzZ 'W'^^ O jr ) VJ W W It a[r z In LL C -3.5 �7 no c'� w:111 0 Z. Q GRAPHIC SCALE o to w n ( IN FEET ) 1 inch = 20 it H0 BENCHMARK TO' CEN".R BOLT 04 FIRE HYDRANT 395.34 CLi A M NA.?) BS Rim 355.' f i INV :,:: nto I ' ii r�"Y j rl rf K r �N €RI r U - S91 1. , J 1 393. i r' I a r 1 O iV I Ik A a p c> 0 M u r P {'S 1 I, Faee' J_ u5 / SW 1/4 SW 5/4 h LEGEND: 6" GREASE WASTE 6" GW 1 -3. 6" WASTE WATER 6" WW y -3. GREASE INTERCEPTOR 4 SANITARY SEWER CLEANOUT /TEST TEE 0 3.7 SANITARY SEWER SCHEDULE Qj INSTALL NEW 6" CLEANOUT. i6 38 LF 6" PVC SDR 35 GW ® 2.0% MIN. RIM = 400.0 NEW 6" I.E. = 392.9± 17 SANITARY SEWER CLEANOUT RIM = 398.79 2a2b 23 LF 6" PVC SDR 35 WW ® 2.0% MIN. IE = 396.00 [11 61 LF 6" PVC SDR 35 WW ® 2.0% MIN. 16 20 LF 6" PVC SDR 35 GW ® 2.0% MIN. ® SANITARY SEWER CLEANOUT 19 SANITARY SEWER CLEANOUT (SURFACE) RIM = 398.62 RIM = 398.89 IE = 394.58 IE = 396.40 ❑5 WYE CONNECTION SSCO TO BE PLACE A MAX. 5' FROM BUILDING IE = 394.78 20 2 LF 6" PVC SDR 35 GW ® 2.07 MIN. © 57 LF 6" PVC SDR 35 WW ® 2.07 MIN. 41 6" GREASE WATER ENTRY ❑7 SANITARY SEWER CLEANOUT APPROX. I.E. = 396.44 RIM = 398.74 IE = 395.72 22 SANITARY SEWER CLEANOUT RIM = 398.90 ❑6 14 LF 6" PVC SDR 35 WW ® 2.0% MIN. IE = 393.36 ❑g SANITARY SEWER CLEANOUT (SURFACE) 23 RIM = 398.88 47 LF 6" PVC SDR 35 WW ®1.0% IE = 396.00 ® SANITARY SEWER CLEANOUT SSCO TO BE PLACE A MAX. 5' FROM BUILDING RIM = 398.33 10 2 LF 6" PVC SDR 35 WW ®2.0% MIN. E = 393.83 11 6" WASTE WATER ENTRY 25 100 LF 6" PVC SDR 35 WW ® 1.07 APPROX. I.E. = 396.04 26 SANITARY SEWER CLEANOUT RIM = 398.19 E = 394.83 12 12 LF 6" PVC SDR 35 GW 2.0% MIN. 27 88 LF 6" PVC SDR 35 WW ® 1.07 13 SANITARY SEWER CLEANOUT SANITARY SEWER CLEANOUT RIM = 398.16 ® WITH A ROMAC COUPLER IE = 395.02 RIM = 398.50 14 4 LF 6" PVC SDR 35 GW ® 2.0% MIN. IE = 395.70 WITH SANITARY SEWER TESTING TEE 29 15 LF 6" C900 WW ® 1.07 RIM = 398.18 IE = 395.00 30 AREA DRAIN PER DETAIL 2, SHEET C -3.6 15 2,500 GALLON GREASE INTERCEPTOR SINGLE WITH 4" X 6" REDUCER VAULT SYSTEM, UTILITY VAULT 612 -GA. RIM = 397.30 SOUTH RIM = 398.18 IE = 395.85 NORTH R 6" IE = 395.24 (IN) 31 SANITARY = 399 SEWER CLEANOUT 50 6" IE = 395.04 (OUT) IE = 393.06 CONTRACTOR TO PROVIDE VENTING AS SANITARY SEWER CLEANOUT TO BE LOCATED REQUIRED BY BY UNIFORM PLUMBING CODE. PER CITY RENTON STANDARD PLAN 406.1 ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, 1. TRENCHES (ROAD CROSSINGS) D. IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (31 OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED. SEE SHEETS C -3.6 AND C -3.7 FOR SANITARY SEWER NOTES AND DETAILS. 5- 364304 ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. PACLAND CERTIFICATION /2/l9/�012 BY _____ _DATE___ 01�; 5-3&43oq c� o b N 3 G N Q N O m O N o °n N I aQ� N q, N U q, co is MIME mm vv F a °o L m 3 Q C! ..gym 0�0 m � 0 o _jmQ W E wzZ 'W'^^ O jr ) VJ W W It a[r z In LL C -3.5 LEGEND: 6" GREASE WASTE 6" GW 1 -3. 6" WASTE WATER 6" WW y -3. GREASE INTERCEPTOR 4 SANITARY SEWER CLEANOUT /TEST TEE 0 3.7 SANITARY SEWER SCHEDULE Qj INSTALL NEW 6" CLEANOUT. i6 38 LF 6" PVC SDR 35 GW ® 2.0% MIN. RIM = 400.0 NEW 6" I.E. = 392.9± 17 SANITARY SEWER CLEANOUT RIM = 398.79 2a2b 23 LF 6" PVC SDR 35 WW ® 2.0% MIN. IE = 396.00 [11 61 LF 6" PVC SDR 35 WW ® 2.0% MIN. 16 20 LF 6" PVC SDR 35 GW ® 2.0% MIN. ® SANITARY SEWER CLEANOUT 19 SANITARY SEWER CLEANOUT (SURFACE) RIM = 398.62 RIM = 398.89 IE = 394.58 IE = 396.40 ❑5 WYE CONNECTION SSCO TO BE PLACE A MAX. 5' FROM BUILDING IE = 394.78 20 2 LF 6" PVC SDR 35 GW ® 2.07 MIN. © 57 LF 6" PVC SDR 35 WW ® 2.07 MIN. 41 6" GREASE WATER ENTRY ❑7 SANITARY SEWER CLEANOUT APPROX. I.E. = 396.44 RIM = 398.74 IE = 395.72 22 SANITARY SEWER CLEANOUT RIM = 398.90 ❑6 14 LF 6" PVC SDR 35 WW ® 2.0% MIN. IE = 393.36 ❑g SANITARY SEWER CLEANOUT (SURFACE) 23 RIM = 398.88 47 LF 6" PVC SDR 35 WW ®1.0% IE = 396.00 ® SANITARY SEWER CLEANOUT SSCO TO BE PLACE A MAX. 5' FROM BUILDING RIM = 398.33 10 2 LF 6" PVC SDR 35 WW ®2.0% MIN. E = 393.83 11 6" WASTE WATER ENTRY 25 100 LF 6" PVC SDR 35 WW ® 1.07 APPROX. I.E. = 396.04 26 SANITARY SEWER CLEANOUT RIM = 398.19 E = 394.83 12 12 LF 6" PVC SDR 35 GW 2.0% MIN. 27 88 LF 6" PVC SDR 35 WW ® 1.07 13 SANITARY SEWER CLEANOUT SANITARY SEWER CLEANOUT RIM = 398.16 ® WITH A ROMAC COUPLER IE = 395.02 RIM = 398.50 14 4 LF 6" PVC SDR 35 GW ® 2.0% MIN. IE = 395.70 WITH SANITARY SEWER TESTING TEE 29 15 LF 6" C900 WW ® 1.07 RIM = 398.18 IE = 395.00 30 AREA DRAIN PER DETAIL 2, SHEET C -3.6 15 2,500 GALLON GREASE INTERCEPTOR SINGLE WITH 4" X 6" REDUCER VAULT SYSTEM, UTILITY VAULT 612 -GA. RIM = 397.30 SOUTH RIM = 398.18 IE = 395.85 NORTH R 6" IE = 395.24 (IN) 31 SANITARY = 399 SEWER CLEANOUT 50 6" IE = 395.04 (OUT) IE = 393.06 CONTRACTOR TO PROVIDE VENTING AS SANITARY SEWER CLEANOUT TO BE LOCATED REQUIRED BY BY UNIFORM PLUMBING CODE. PER CITY RENTON STANDARD PLAN 406.1 ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, 1. TRENCHES (ROAD CROSSINGS) D. IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (31 OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED. SEE SHEETS C -3.6 AND C -3.7 FOR SANITARY SEWER NOTES AND DETAILS. 5- 364304 ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. PACLAND CERTIFICATION /2/l9/�012 BY _____ _DATE___ 01�; 5-3&43oq c� o b N 3 G N Q N O m O N o °n N I aQ� N q, N U q, co is MIME mm vv F a °o L m 3 Q C! ..gym 0�0 m � 0 o _jmQ W E wzZ 'W'^^ O jr ) VJ W W It a[r z In LL C -3.5 ALL TRENCH RESTORATION SHALL BE PER THE CURRENT CITY OF RENTON TRENCH RESTORATION AND STREET OVERLAY DETAIL. PER SECTION 7 REQUIREMENT FOR PATCHING, OVERLAY, OVERLAY WIDTHS, 1. TRENCHES (ROAD CROSSINGS) D. IF THE OUTSIDE OF THE TRENCHING IS WITHIN THREE FEET (31 OF ANY ADJACENT LANE LINE, THE ENTIRE ADJACENT TRAVELED LANE AFFECTED WILL BE REPAVED. SEE SHEETS C -3.6 AND C -3.7 FOR SANITARY SEWER NOTES AND DETAILS. 5- 364304 ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. PACLAND CERTIFICATION /2/l9/�012 BY _____ _DATE___ 01�; 5-3&43oq c� o b N 3 G N Q N O m O N o °n N I aQ� N q, N U q, co is MIME mm vv F a °o L m 3 Q C! ..gym 0�0 m � 0 o _jmQ W E wzZ 'W'^^ O jr ) VJ W W It a[r z In LL C -3.5 I aQ� N q, N U q, co is MIME mm vv F a °o L m 3 Q C! ..gym 0�0 m � 0 o _jmQ W E wzZ 'W'^^ O jr ) VJ W W It a[r z In LL C -3.5 0 U I 9b" - 11 N.C. SOCKET HD 2" A.C. did SCREW 1 A' LONG (BRONZE OR 5.5.) A" x 2' RAISED PADS 3" r 6' CONCRETE CLASS 3000 12 A" 14' 1 11' 12 A" 14' CAST IRON RING ANDC��RIRON RING AND COVER 2' 2- 45• (1/8) BEND �a O S 45' (1/8) BEND SAND OR EXPANDABLE FOAM WATER TIGHT PLUG PIPE MATERIAL AS SPECIFIED BY THE ENGINEER NDTES 1. 8" AND 6' CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON 'WORKS, ING No. 3698 OR EQUAL CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY. 2. IN UNIMPROVED AREAS, POUR A V -0" THICK, V -0' SQUARE CONCRETE, CLASS 3000, PAD AROUND THE RNG AND COVER. PUBLIC WORKS 6 OR 6 INCH CLlAN-QUT MO' KAN 4M DEPARTMENT FOR SANITARY SEINER TRAINS SkR"1'EMBER 8011 SANITARY SEWER CLEANOUT 0.33' GRADE — 0.50' MIN. — SCREW IN CAP JOINT SEALANT 1" DEEP 1" STYROFOAM ALL AROUND 6" DIAMETER CLEAN01 (STRAIGHT "T" RISER) PORTION OF SW 1/4 OF SW 1/4, SECTION 3, TOWNSHIP 23N, RANGE 5E, W.M. 1:3:5 MIX CONCRETE BLOCKING 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. O� 2% MIN SLOPE HORIZONTAL 6" SIDE OUTLET TEE R MAIN TYPICAL S1DE SEWER ELEVATION c l•. NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LONER. ' • STANDARD SIDE SEWER 87'D. PLIi — {081 !S� • PUBLIC WORKS INSTALLATION a DEPARTMENT (SEINER MAIN TO PROPERTY LINE) SEPTEMBER 2011 STANDARD SIDE SEWER INSTALLATION TUTS ` J TUTS STANDARD C.O. FRAME AND COVER. SET FRAME IN CEMENT GROUT. is n d CEMENT CONCRETE CLASS 5 (1 -1/2) OUTLET PIPE - - - -- - -- - - - -- 6" MIN DIA. FROM GREASE FLOW DIRECTION TO SEWER INTERCEPTOR DISCHARGE TEST TEE Dim "A" N1 Clear Access Opening, / \ Grout Both Sides E A + \ + + ?� Precast Divider PLAN VIEW Slot Both Sides Adjust To Grade O I CONCRETE -( PAD 1 Contractor To Drill Or Knc Hole In u ) o 1' 28 Draft DETAIL 1 24 "0 Locking Frame & Cover Air & Gas Tight, H2O LOAD CAPACITY 3 Places (2 Places On 577 -GA) r� PROPERTY UNE i Vent Pipes 2000 5i 3000 N 5000 6000 FUTURE 6" BUILDING SEWER PIPE n 577 -GA BUILDING SEWER 4484 -GA +• ;".? 612 -GA TEE WITH 6" SIDE OUTLET °'F 6'%6'X8" WYE `2 . 4" STUD MARKING POST PAINTED WHITE WITH THE WORD 'SEWER" STENCILED 814-GA i= SURFACE CIEANWT WITH CAST IRON RING & COVER IN 3" HIGH BLACK LETTERS AND 16 WIRE FOR CONTINUATION 7' -0" WRAPPED AROUND THE STUD AND (EAST JORDAN IRON WORKS 9' -0" ° 2975 OR APPROVED EQUAL, EXTENDED TO THE TOP OF THE STUD. 12' 8 "' .: ° SPECIFY 'SEWER' ON UD, 15 -7" 19' -11" SEE SID. PLAN 403.1 FOR 6" 510E SEAR AND��ILOING SEA 4' -8" INSTALLATION) 5' -0" ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO MAIN 6' -8" UNES ARE AS FOLLOWS: 8' -0" A WTPoDED CLAY MAIN - CUT IN A NEW TEE USING FLEXIBLE W -11" W -11" COUPUNGS (FERNCO OR APPROVED EQUAL). ' B. CONCRETE MAIN - CORE- DRILLED WITH A ROMAC SADDLE (OR IE= 395.24 8' -0" APPROVED EQUAL). � - - C. PVC MAIN - CORE- DRILLED WITH A ROMAC SADDLE (OR APPROVED - - -- KOR -N- SEAL* EQUAL) OR CUT IN A NEW ME USING RIGID COUPUNGS. S -7" D. DUCTILE IRON MAIN - CORE- DRILLED W1Ti A ROMAC SADDLE (OR 4' -3" I APPROVED EQUAL) BOOT E MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE 7' -1" 8' -0" AT MANUFACTURED KNOCK -OUTS OR THE Tee or Elbow I 4' -4" STRUCTURE SHALL BE CORE- DRILLED. 1:3:5 MIX CONCRETE BLOCKING 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. O� 2% MIN SLOPE HORIZONTAL 6" SIDE OUTLET TEE R MAIN TYPICAL S1DE SEWER ELEVATION c l•. NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LONER. ' • STANDARD SIDE SEWER 87'D. PLIi — {081 !S� • PUBLIC WORKS INSTALLATION a DEPARTMENT (SEINER MAIN TO PROPERTY LINE) SEPTEMBER 2011 STANDARD SIDE SEWER INSTALLATION TUTS ` J TUTS STANDARD C.O. FRAME AND COVER. SET FRAME IN CEMENT GROUT. is n d CEMENT CONCRETE CLASS 5 (1 -1/2) OUTLET PIPE - - - -- - -- - - - -- 6" MIN DIA. FROM GREASE FLOW DIRECTION TO SEWER INTERCEPTOR DISCHARGE TEST TEE Dim "A" N1 Clear Access Opening, / \ Grout Both Sides E A + \ + + ?� Precast Divider PLAN VIEW Slot Both Sides Adjust To Grade O I CONCRETE -( PAD 1 Contractor To Drill Or Knc Hole In u ) o 1' 28 Draft DETAIL 1 24 "0 Locking Frame & Cover Air & Gas Tight, H2O LOAD CAPACITY 3 Places (2 Places On 577 -GA) � Grout All Around �Slot 12" MINIMUM 63T Both Sides PEA COMPACTED Length Length GRAVEL SECTION VIEW AA BOOT OUTLET - IE= 395.04 U � o E Gallon Capacity r� r� r- -i ij'-7 T Vent Pipes 2000 1� 3000 N 5000 6000 SEE PLUMBING PLANS: UV Co. Model No. 577 -GA 577 -GA 4484 -GA +• ;".? 612 -GA 612 -GA t. °'F 712 -GA 814-GA 818 -GA 818 -GA FOR CONTINUATION 7' -0" 7' -0" 9' -0" 11' -2° `v ^" 12' 8 "' .: 13' -1" ' 15 -7" 19' -11" 19' -11" Dim "B" 4' -8" -_ 5' -0" Inspection Tee' 6' -8" 6' -8" I. 8' -0" INLET —� W -11" W -11" T -1 °OI I ' 7'-0" T -2" IE= 395.24 8' -0" T � - - - -- 7 tl - - -- KOR -N- SEAL* Dim "D" S -7" 4'-B' 4' -2" 4' -3" I , BOOT 6' 8" 7' -4" 7' -1" 8' -0" KOR -N -SEAL Tee or Elbow I 4' -4" S -10" N S -9 1/2" 4' -9" BOOT 6' -3" 6' -1" 5-8° 6' -7" Dim "E^ COAT INTERIOR Water Depth NTH COAL TAR � EPDXY L-] N U FLOOR o THICNESS TK 1.25' � Grout All Around �Slot 12" MINIMUM 63T Both Sides PEA COMPACTED Length Length GRAVEL SECTION VIEW AA BOOT OUTLET - IE= 395.04 U � o E Gallon Capacity 600 800 1000 1500 2000 2500 - 3000 4000 5000 6000 1 7000 UV Co. Model No. 577 -GA 577 -GA 4484 -GA 5106 -GA 612 -GA 612 -GA t. 712 -GA 712 -GA 814-GA 818 -GA 818 -GA Dim "A" 7' -0" 7' -0" 9' -0" 11' -2° 12' -8" 12' 8 "' .: 13' -1" 13' -1" 15 -7" 19' -11" 19' -11" Dim "B" 4' -8" 4' -8" 5' -0" 5' -8" 6' -8" 6' -8" I. 8' -0" 8' -0" 9' -7" W -11" W -11" Dim "C" 7'-0" 7'-0" T -2" 7'-2" 8' -0" V -0" l 8' -7" 8'-7" 10' -0 1/2" 10, -5" 10' -5" Dim "D" S -7" 4'-B' 4' -2" 4' -3" 4' -7" V-6 1/2" 5' -1" 6' 8" 7' -4" 7' -1" 8' -0" Water Depth Dim "E" S -3" 4' -4" S -10" S -11" S -9 1/2" 4' -9" 4' -8" 6' -3" 6' -1" 5-8° 6' -7" Notes: 1. Concrete: 28 Day Compressive Strength rc = 7000 psi 2. Rebar: ASTM A -615 Grade 60 3. Mesh: ASTM A -185 Grade 65 4. Design: ACI- 318 -02 Building Code ASTM C -857 "Minimum Structural Design Loading For Underground Precast Concrete Utility Structures" 5. Loads: H -20 Truck Wheel w/ 30% Impact Per AASHTO 6. Fill w/ Clean Water Prior To Start -Up Of System 7. Contractor To Supply & Install All Piping & Sampling Tees B. Gray Water Only, Black Water Shall Be Carried By Separate Side Sewer SCALE: NTS OldcaStle Precast® INTERCEPTORS GREASE INTERCEPTOR UtlIlty VaUIt File Name: 010- GISINGLE 600 -7000 GALLON PO Box 588, Auburn, Washington 98071 -0588 Issue Date: 2010 OIL /WATER SEPARATOR Tel: (253) 839 -3500 Fax: (253) 735 -4201 www.uvauburn.com ©1892 -2010 Oldcastle Precast, Inc. 2000 GALLON GREASE INTERCEPTOR INTS 5- 364305 NTS ENGINEERS CONSTRUCTION RECORD CERTIFICATION THIS PLAN HAS BEEN REVIEWED FOR CONFORMANCE WITH THE DESIGN INTENT. THIS PLAN, AS MODIFIED HEREIN, REPRESENTS THE RECORD CONDITIONS OF THE NEW CONSTRUCTION SHOWN, BASED UPON OUR VISUAL OBSERVATION, CONTRACTOR INSTALLATION NOTES AND FIELD MEASUREMENTS BY THE CONTRACTOR. THIS DOCUMENT DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE ENGINEER HEREBY CERTIFIES THAT, BASED UPON THE METHODOLOGY DESCRIBED ABOVE, CONSTRUCTION SHOWN IS CONSISTENT WITH THE DESIGN INTENT EXCEPT AS NOTED, AND ACCURATELY REPRESENTS THE EXISTING CONDITIONS, PER CONTRACTOR PROVIDED RECORD INFORMATION. PACLAND CERTIFICATION r" _DATE____ o r �p Z CO b 0 N � � M) Of y V UJ N N . m m 6 O IOr1 N u - oI d � � a ulNa ' F LL co � o C, J in Q r) Wzz 0 O in co azCC r Er Q a C0 C -3.7 CD in m Q a L Q 3 LU o M ai > am m -.- .. ,a n 2 - co � o C, J in Q r) Wzz 0 O in co azCC r Er Q a C0 C -3.7