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HomeMy WebLinkAboutzS-3254SetO I e Q i cvn) i a. Q." z a. ui Q - r.l Q w z z Q z O ro ac cl z z o O m o z W V `^ Naai o rn O o•E � o � 3Q > , CL c c� y c E mE C O� go ct 2 D I la '- n i Q ui Off/ n Q o m w r� 0 r ,J V ' °` SANITARY SEWER AND WATERMAIN EXTENSION PLAN AND PROFILE WINDSTOArE H A POR111ON OF THE SE 1/4 OF SEC. 31 T. 239 R• 5E, WM•, K;ING COUNTY, WA S�NGT - - _ 687'37'38 "E '155.00- U 1 lam^ /` ' \ PAS EL-W.0 ;? • W i \ ! UTILrTY EASEMENT I en inx 8 F. \ \ I I I I I I ` •,111 ... M i o i�� 9 O 5 I I II \ I o, V I - ___ i.. - - - -- --• 1. _ I 559.89' - I + / I NEW 8" I 1 _ I I I. N87'49' 15 "W S.S. v :w ► t., CONNECT TO 31 + Z- EX. SSMH a cy r t I I 'I II + ul fib-_ - -_+K NE T7TH -�_ O �, . ,.�, < .. ., ... .. � .. ""'• ... - - ...._ .c - .. _ . r sae �'".' -.t... _._ _ " _ t ' . - - -- - - 420 ■� ■_ _ 420 II CJ 410 • \r J ------------ --- -- ---- . r-- - - - --- .fir;.: 406_ ..` �= - � ..:.;• 400 ,`; _ IE =405.1 (8" N) 31 STA. 17 +64.70, 22.17' LT. DCB 5, TYPE 1 W VAN D GRATE RIM = 411.20 I.E= 407.37 (W`, 33 LF 12" SD 01.007 RIM =41 1.20 IE= 407.70 (W) D GRATE SSMk *2 STA. 17 +68.17 SSMH 54 FLAT RIM =411.54 IE= 406.01 (8" S) 15+00 W00 V+00 11+00 11+GOt,5d 148th AVENUE S.E. CENTERLINE PROFILE 1"=40' MORIZONTAL - 1-=5' VERTICAL y StweA NORTHWEST SIDE a -94C NEW 6" AND THE NEW 8" O 1�i► M�� 1 1/4" HDPE PRESSURE S W CONNECTIONS SHALL BE -tp y 0 S IN W W W �. iwo) Z Z E I► II II II II � I Q3 INSTALL 76 LF 1 1/4" HDPE PRESSURE SEWER LINE. CAP AND MARK STUB AT STA. 2 +00.20, 47.5' LT, IE= 395.00 O4 INSTALL 143 LF U HDPE PRESSURE SEWER LINE. CAP AND MARK STUB AT STA. 2 +67.30, 12.3' LT, IE= 392.70 Q INSTALL 179 LF 1 1/40 HDPE PRESSURE SEWER LIME. CAP AND MARK STUB AT STA. 2 +67.80, 32.3' RT, IE= 394.20 © 0 0 HDPE PRESSURE SEINER LINE. CAP 3 AND MARK STUB AT STA. 2 +64.80, 42.7' RT, IE= 394.80 a INSTALL 229 LF 1 1/4" •• AND MARK STUB AT STA. 2 +32.40, 77.8' RT, IE =395.80 w r� 0 r ,J V ' °` SANITARY SEWER AND WATERMAIN EXTENSION PLAN AND PROFILE WINDSTOArE H A POR111ON OF THE SE 1/4 OF SEC. 31 T. 239 R• 5E, WM•, K;ING COUNTY, WA S�NGT - - _ 687'37'38 "E '155.00- U 1 lam^ /` ' \ PAS EL-W.0 ;? • W i \ ! UTILrTY EASEMENT I en inx 8 F. \ \ I I I I I I ` •,111 ... M i o i�� 9 O 5 I I II \ I o, V I - ___ i.. - - - -- --• 1. _ I 559.89' - I + / I NEW 8" I 1 _ I I I. N87'49' 15 "W S.S. v :w ► t., CONNECT TO 31 + Z- EX. SSMH a cy r t I I 'I II + ul fib-_ - -_+K NE T7TH -�_ O �, . ,.�, < .. ., ... .. � .. ""'• ... - - ...._ .c - .. _ . r sae �'".' -.t... _._ _ " _ t ' . - - -- - - 420 ■� ■_ _ 420 II CJ 410 • \r J ------------ --- -- ---- . r-- - - - --- .fir;.: 406_ ..` �= - � ..:.;• 400 ,`; _ IE =405.1 (8" N) 31 STA. 17 +64.70, 22.17' LT. DCB 5, TYPE 1 W VAN D GRATE RIM = 411.20 I.E= 407.37 (W`, 33 LF 12" SD 01.007 RIM =41 1.20 IE= 407.70 (W) D GRATE SSMk *2 STA. 17 +68.17 SSMH 54 FLAT RIM =411.54 IE= 406.01 (8" S) 15+00 W00 V+00 11+00 11+GOt,5d 148th AVENUE S.E. CENTERLINE PROFILE 1"=40' MORIZONTAL - 1-=5' VERTICAL �i 1, =40, 0 20 40 80 NOTE: HORIZONTAL AND VERTICAL REPRESENTATIONS OF THE NEW 8" WATERLINE EXTENSION ARE SHOWN FOR REFERENCE ONLY, AND WILL BE DESIGNED BY OTHERS tj : � . /•./ �. r�� ! Al DE' {LA . E r*,,< '-T`N' 4V n • Q ul) A. o + m o cr cn EXISTING'' a d ; D':��'ERSAL.. 4W GROUND ° T -Rt�K 'C PROPOSED : ('T1(P.) I a BE. REEVIOA,/F ". FINISHED STA. 0 +00.00 (MT. BAKER AVE. NE)= V oo 0° GRADE STA. 3 +79.77, (NE 17TH ST.) EL= 408.92 p � (NP.) 4W Ul 0 U) LAJ 306 STA: 1 + 31.00 7.5' . LT ' 40 LF 8" PVC RIM: '401:80 SS 0 0.50x IE= 395.43 (8" S) SSMH 11 125 LF 8" I E = 39 5'.53 (8" N) STA. 1+69-10, 24.5 LT DI WATER Y 1 E = .39.570 (6'" . E) ..RIM= 400.50 (BY OTHERS) IE= 395.73 (8" S) IE= 395.90 (6" NW) ��. :4..' �.::...,Y. ^.,j.:..-T..;...:.... SSCO All STA. 1+72.80. 27.5 LT ~� RIM - 400.401 385 ..IE= 396.00 (6" SE) MULTIPLE 1 1/40 HDPE - •_.....- ...... _..__.._....._....�....... r_.... , . ............. PR I IRE SEWER LINES PER PLAN VIEW 380 300 TC kew 9" I.► r1 E 375 cr x y StweA NORTHWEST SIDE a -94C NEW 6" AND THE NEW 8" !,a 1�i► M�� 1 1/4" HDPE PRESSURE S PE CONNECTIONS SHALL BE -tp q MI rl 0 S IN GST Go" it �. iwo) II L.i E I► II II II II II I Q3 �i 1, =40, 0 20 40 80 NOTE: HORIZONTAL AND VERTICAL REPRESENTATIONS OF THE NEW 8" WATERLINE EXTENSION ARE SHOWN FOR REFERENCE ONLY, AND WILL BE DESIGNED BY OTHERS tj : � . /•./ �. r�� ! Al DE' {LA . E r*,,< '-T`N' 4V n • Q ul) A. o + m o cr cn EXISTING'' a d ; D':��'ERSAL.. 4W GROUND ° T -Rt�K 'C PROPOSED : ('T1(P.) I a BE. REEVIOA,/F ". FINISHED STA. 0 +00.00 (MT. BAKER AVE. NE)= V oo 0° GRADE STA. 3 +79.77, (NE 17TH ST.) EL= 408.92 p � (NP.) 4W Ul 0 U) LAJ 306 STA: 1 + 31.00 7.5' . LT ' 40 LF 8" PVC RIM: '401:80 SS 0 0.50x IE= 395.43 (8" S) SSMH 11 125 LF 8" I E = 39 5'.53 (8" N) STA. 1+69-10, 24.5 LT DI WATER Y 1 E = .39.570 (6'" . E) ..RIM= 400.50 (BY OTHERS) IE= 395.73 (8" S) IE= 395.90 (6" NW) ��. :4..' �.::...,Y. ^.,j.:..-T..;...:.... SSCO All STA. 1+72.80. 27.5 LT ~� RIM - 400.401 385 ..IE= 396.00 (6" SE) MULTIPLE 1 1/40 HDPE - •_.....- ...... _..__.._....._....�....... r_.... , . ............. PR I IRE SEWER LINES PER PLAN VIEW 380 300 TC kew 9" I.► r1 E 375 cr x 0 +00 0+50 1+00 '1+50 2+00 2 +50 MT. BAKER AVENUE N.E. EXTENTION CENTERLINE PROFILE I 1"=40' HORIZONTAL - 1"=5' VERTICAL 1 SANITARY SEWER SYSTEM KEYNOTES: Q CONNECT 5 LF NEW 6" PVC SEWER PIPE O 2.0% MIN. TO NORTHWEST SIDE OF NEW SSMH# 1. MATCH CROWNS OF THE NEW 6" AND THE NEW 8" PIPES (SEE PROFILE). CONNECT (6) 1 1/4" HDPE PRESSURE LINES. HDPE SEWER LINES AND CONNECTIONS SHALL BE OUTSIDE OF CITY ROW 0 0 0 0) C) �. .0' tf, IE =397. swb 6204 ?46rI 0 +00 0+50 1+00 '1+50 2+00 2 +50 MT. BAKER AVENUE N.E. EXTENTION CENTERLINE PROFILE I 1"=40' HORIZONTAL - 1"=5' VERTICAL 1 SANITARY SEWER SYSTEM KEYNOTES: Q CONNECT 5 LF NEW 6" PVC SEWER PIPE O 2.0% MIN. TO NORTHWEST SIDE OF NEW SSMH# 1. MATCH CROWNS OF THE NEW 6" AND THE NEW 8" PIPES (SEE PROFILE). CONNECT (6) 1 1/4" HDPE PRESSURE LINES. HDPE SEWER LINES AND CONNECTIONS SHALL BE OUTSIDE OF CITY ROW Q INSTALL .0' tf, IE =397. swb 6204 ?46rI sww Q3 INSTALL 76 LF 1 1/4" HDPE PRESSURE SEWER LINE. CAP AND MARK STUB AT STA. 2 +00.20, 47.5' LT, IE= 395.00 O4 INSTALL 143 LF 1 1/4" HDPE PRESSURE SEWER LINE. CAP AND MARK STUB AT STA. 2 +67.30, 12.3' LT, IE= 392.70 Q INSTALL 179 LF 1 1/40 HDPE PRESSURE SEWER LIME. CAP AND MARK STUB AT STA. 2 +67.80, 32.3' RT, IE= 394.20 © INSTALL 188 LF 1 1/4" HDPE PRESSURE SEINER LINE. CAP AND MARK STUB AT STA. 2 +64.80, 42.7' RT, IE= 394.80 (7 INSTALL 229 LF 1 1/4" HDPE PRESSURE SEWER LINE. CAP AND MARK STUB AT STA. 2 +32.40, 77.8' RT, IE =395.80 �8 INSTALL 1W LF 1 1/40 HDPE PRESSURE SEWER LINE. CAP - AND MARK STUB, IE= 392.50 - Low»Ez.-r ro b 'o PIG sQ -im FtoE' �g INSTALL *& LF 1 1/4" HDPE PRESSURE SEWER LAVE. CAP AND MARK STUB AT STA. 17 +33.82, 53.0' LT, IE =403.00 coV--NECr -M 4 " P -4e, SEW61. APe ROLL 200 � FR282 375 WATER SYSTEM KEYNOTES Q NEW 8" WATERMAIN EXTENSION (BY OTHERS) TO BE TAPPED INTO EXISTING 8" WATERMAIN STUB PER DIRECTION GIVEN IN THAT DESIGN OZ NEW 8" WATERMAIN EXTENSION, CAP, CONCRETE BLOCKING AND (1) NEW FIRE HYDRANT (BY OTHERS). O NEW 3/4" WATER SERVICE METER (TYPICAL FOR ALL LOTS BY OTHERS) 5- .32Sy�/ By: Dote: By: Date: By: Date By. Dote • 0 a 8 co d1111111 -5 W W �a Q z � 3 N Z F- 0 J r -r r ri I •r •t V i� F r -r •r 1 O Z O •r Zr V W � D C I n CL do o O W V J • z L O� J Im t n i J n r cr 0 uJ J N j W 0 ZW N N Ld =3 X Cl z Z < Z w '!5 Z► T CN d N7 CV CV Z 000 N 000 O W A Z rn co 00 E w r LLJ Q I Z t 3 Ln L n Z _ (V CN IV Z N N L J �z Z = 7/20/05- SA p,Q o O z m 24661 , o �� 0 of s1��` ��, RE5 O� i i /0/'06---1 W X 1 4 N M N~ v = I-- * ippopp- l"° 8 �. ; 1*1 I �. v) N i � CL J O.. Q 4 0 Z cc W 0 7 Z Q Q D z 1-1 Q p U a o 0 a v T W 1 T < T BEDDING CLASS DESIGN +% o CL-fa aw a CLASS B o ,,.. '^ CLASS F N_ n Q a - -E ZERO 3Q 1/4 O.D. 1/2 O.D. n n v ZERO Epoppopq W Li 0 ca a 1/2 O.D. cr c O.D. �./ c: i6 q) 04 N Z � cr Ln 0 (m mE Li z- Z C ` 1 %O ; �V ll �Alm .c C ►!� LO v� c� Q p U a o 0 a v T W 1 T < T 0 cn ra z z cr cr v v RP MV0 NOTES AID & TA CMAT M 1. ALL WORK MATERWS SFUILL BE IN CONFORMANCE MATH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SWILL BE UMITED TO 8:30 A.M. TO 3:30 P.Y. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SWILL BE IN ACCORDANCE WITH `STANDARD SPECIFICATIONS FOR MUNICIPAL PUBUC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBUC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SWILL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRECONSTRUCTION CONFERENCE AND A 24 -HOUR NOTICE SWILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SML 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 SWILL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFIWNG ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH WAS BEEN STAMPED AND SIGNED BY A UCENSED PROFESSIONAL ENGINEER OR UCENSED PROFESS04AL SURVEYOR. 11. 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. 12. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 13. ALL DISTURBED AREAS SWILL BE SEEDED AND MULCHED OR OTHERWISE STABIUZED 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 SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECK 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 SWILL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 1/2" WEB 8 PL. FRAME (NON- LOCKING) A RAISE -1 /2" WIDE BORDER SANITARY SEWER NOTES AND DETAILS wzjyvSTONE II A PORTION OF THE SE 1/4 OF SEC. 39 T. 239 R. SE, W.M., KING COUNTY, WASHINGTON 3/4" SQUARES SPACED -- 3/4" AASS INDICATED - HT. 1 /8" X1/2" 1 -1/41 elf 7 -3/4" 15" CAST IRON RING AND COVER PIPE MATERIAL A5 BY THE ENGINEER 12" / C FlBEF PACK 45'(1/8) 6' OR 8' CLEAN--OUT DETAIL NOT TO SCALE ' ^" x 3" x 3/8" NON -SKID ERN CAST INTEGRAL ON TOP COVER (NON- LOCKING) FOR 5/8 " -11 N.C. x 1-1/4" 6 S.S. SOOCC. HD. CAP SCREW (3 REQ D.) NP. TYP. NON -SKID PATTERN 0 �-0- -0 O e PLUG TO BE SEALED - IN SAME MANNER AS MAIN SEWER JOINTS. SECTION A -A 4" 1 -3/8" 5/8" 1-3/8" 12" 1 " EAT- �-- I h-2 -1 /2" 25" 2" RAISED LETTERS AS REQ D. SEE NOTE N0.3 BELOW UNDERSIDE SHOWN FOR CLARITY 3/4 CORE (TYP.) ON 23 B.C. -DRILL AND TAP 5/8 " -11 N.C. ON 23 B.C.(TYP. 3 PL.) 1 -1 /2" CORE(TYP.) (LOCKING) FRAME (LOCKING) COVER -NOTES: 1. FOR NON- LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL. 2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL 3. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER "). MANHOLE FRAME AND COVER DETAIL NOT TO SCALE CONCRETE CLASS 3000 �i BACKFILL MATERIAL (SEE NOTE 5) CONCRETE CLASS C (SEE NOTE 8) FOUNDATION LEVEL BACKFILL MATERIAL (SEE NOTE 5) BEDDING MATERIAL FOR RIGID PIPE (SEE NOTE 6) FOUNDATION LEVEL BEDDING MATERIAL FOR FLEXIBLE PIPE (SEE NOTE 7) FOUNDATION LEVEL (SEE NOTE 4 • (CLASS •A•,DESIGN) (SEE NOTE 4 (CLASS B, C. D, DESIGN) BEDDING FOR RIGID PIPE 1-W (SEE NOTE 4)--loe- UMITS OF PIPE ZONE 1. rO.. LIMITS OF PIPE ZONE LIMITS OF PIPE ZONE (CLASS F DESIGN) BEDDING FOR FLEXIBLE PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95X MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE, ITARY SEWERS SECTK�I OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH AND TRENCHMNG OPTIONS. THE PIPE ZONE WILL BE THE ACTAUL TRENCH WIDTH, EXCEPT FOR A BEDDING. THE MINIMUM aNX-TE WIDTH SHALL BE 1-1/2 I.D. + 18 . 5. TRENCH BACKFTLL SMALL CONFORM TO "BACKFUNG SEWER TRENCHES" IN THE SANITARY SEWERS SECTION �QF THE STANp SP&WMCEPT THAT ROCKS Z OR LUMPS LARGER THAN 1 PER FOOT OF PIPE NOT BE USED IN THE Q SACKFILL MATERIAL -- 6. SEE "BEDDING MATERIAL. FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE ~ STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. Q 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF U STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. O 8. PIPE MUST BE ANCHORED IN SUCH A MAKER AS TO ENSURE FLOW UNE IS ...J MAINTAINED. BEDDING CLASS DESIGN DIMENSION CLASS A CLASS B WO CLASS D CLASS F A 4" MIN. 124 I.D. MAX. * * ZERO B 1/4 O.D. 1/2 O.D. n n v ZERO O.D. C a 1/2 O.D. 1/8 O.D. O.D. - CN PO 04 N Z � cr Q 0 (m N UD Li z- Z 1 000 I all rl_ Q N < ►!� LO z -.-.� m w GO W 0 cn ra z z cr cr v v RP MV0 NOTES AID & TA CMAT M 1. ALL WORK MATERWS SFUILL BE IN CONFORMANCE MATH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SWILL BE UMITED TO 8:30 A.M. TO 3:30 P.Y. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235 -2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL CONSTRUCTION SWILL BE IN ACCORDANCE WITH `STANDARD SPECIFICATIONS FOR MUNICIPAL PUBUC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBUC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SWILL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRECONSTRUCTION CONFERENCE AND A 24 -HOUR NOTICE SWILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SML 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 SWILL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFIWNG ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH WAS BEEN STAMPED AND SIGNED BY A UCENSED PROFESSIONAL ENGINEER OR UCENSED PROFESS04AL SURVEYOR. 11. 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. 12. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 13. ALL DISTURBED AREAS SWILL BE SEEDED AND MULCHED OR OTHERWISE STABIUZED 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 SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECK 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 SWILL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 16. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 1/2" WEB 8 PL. FRAME (NON- LOCKING) A RAISE -1 /2" WIDE BORDER SANITARY SEWER NOTES AND DETAILS wzjyvSTONE II A PORTION OF THE SE 1/4 OF SEC. 39 T. 239 R. SE, W.M., KING COUNTY, WASHINGTON 3/4" SQUARES SPACED -- 3/4" AASS INDICATED - HT. 1 /8" X1/2" 1 -1/41 elf 7 -3/4" 15" CAST IRON RING AND COVER PIPE MATERIAL A5 BY THE ENGINEER 12" / C FlBEF PACK 45'(1/8) 6' OR 8' CLEAN--OUT DETAIL NOT TO SCALE ' ^" x 3" x 3/8" NON -SKID ERN CAST INTEGRAL ON TOP COVER (NON- LOCKING) FOR 5/8 " -11 N.C. x 1-1/4" 6 S.S. SOOCC. HD. CAP SCREW (3 REQ D.) NP. TYP. NON -SKID PATTERN 0 �-0- -0 O e PLUG TO BE SEALED - IN SAME MANNER AS MAIN SEWER JOINTS. SECTION A -A 4" 1 -3/8" 5/8" 1-3/8" 12" 1 " EAT- �-- I h-2 -1 /2" 25" 2" RAISED LETTERS AS REQ D. SEE NOTE N0.3 BELOW UNDERSIDE SHOWN FOR CLARITY 3/4 CORE (TYP.) ON 23 B.C. -DRILL AND TAP 5/8 " -11 N.C. ON 23 B.C.(TYP. 3 PL.) 1 -1 /2" CORE(TYP.) (LOCKING) FRAME (LOCKING) COVER -NOTES: 1. FOR NON- LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL. 2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL 3. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), SANITARY (SPECIFY "SEWER "), OR WATER (SPECIFY "WATER "). MANHOLE FRAME AND COVER DETAIL NOT TO SCALE CONCRETE CLASS 3000 �i BACKFILL MATERIAL (SEE NOTE 5) CONCRETE CLASS C (SEE NOTE 8) FOUNDATION LEVEL BACKFILL MATERIAL (SEE NOTE 5) BEDDING MATERIAL FOR RIGID PIPE (SEE NOTE 6) FOUNDATION LEVEL BEDDING MATERIAL FOR FLEXIBLE PIPE (SEE NOTE 7) FOUNDATION LEVEL (SEE NOTE 4 • (CLASS •A•,DESIGN) (SEE NOTE 4 (CLASS B, C. D, DESIGN) BEDDING FOR RIGID PIPE 1-W (SEE NOTE 4)--loe- UMITS OF PIPE ZONE 1. rO.. LIMITS OF PIPE ZONE LIMITS OF PIPE ZONE (CLASS F DESIGN) BEDDING FOR FLEXIBLE PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL. 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95X MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE, ITARY SEWERS SECTK�I OF THE STANDARD SPECIFICTATIONS FOR TRENCH WIDTH AND TRENCHMNG OPTIONS. THE PIPE ZONE WILL BE THE ACTAUL TRENCH WIDTH, EXCEPT FOR A BEDDING. THE MINIMUM aNX-TE WIDTH SHALL BE 1-1/2 I.D. + 18 . 5. TRENCH BACKFTLL SMALL CONFORM TO "BACKFUNG SEWER TRENCHES" IN THE SANITARY SEWERS SECTION �QF THE STANp SP&WMCEPT THAT ROCKS Z OR LUMPS LARGER THAN 1 PER FOOT OF PIPE NOT BE USED IN THE Q SACKFILL MATERIAL -- 6. SEE "BEDDING MATERIAL. FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE ~ STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATIONS. Q 7. SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTION OF U STANDARD SPECIFICATION FOR THE MATERIAL SPECIFICATIONS. O 8. PIPE MUST BE ANCHORED IN SUCH A MAKER AS TO ENSURE FLOW UNE IS ...J MAINTAINED. s A = 4" MIN. 27" I.D. AND UNDER 6" MIN. OVER 27" I.D. .' Mf NOT TO SCALE PROPERTY LINE 3' -0" MIN. ----- .g• -0" FUTURE 6" BUILDING SEWER PIPE I BUILDING SEWER \- TEE WITH 6" SIDE OUTLET 6" SIDE SEWER AND BUILDING SEWER W z 2 "x 4" STUD SERVICE MARKER PAINT UPPER PORTION WHITE ANS STENCIL ON SIDE WQRDING "SEWER" WITH 3" HIGH BLACK LETTERS. AND 16 WIRE WRAPPED AROUND THE STUD AND a EXTE DE D TO THE TOP OF THE STUD. cr CL UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND Cl PIPE SEWER MAINS ARE TO BE CORE DRILLED 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. /fir CONCRETE �,�,jln.,rsikcx BIOCKING7 M\N G27L MIN SLOPE 6" SIDE OUTLET TEE HORIZONTAL 6" MIN. SEWER MAIN SEWER MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 5' COVER AT PROPERTY UNE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. STANDARD 31DE SEWER INSTALLATION (SEWER MANY TO PROPERT'Y LNVE) �► " 43 Z 2 NOT TO SCALE ROLL 200 FR283 Fm �l7,�0 low By: Dote: By: Dote: By: We By: Dote c� 'S• 32 541OZ • r N FZ W Q N F CL z U � W 3 IL 40 O llj llj Z cm O � N I�I BEDDING CLASS DESIGN DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F A 4" MIN. 124 I.D. MAX. * * ZERO B 1/4 O.D. 1/2 O.D. 1/a O.D. ZERO O.D. C E/4 O.D. 1/2 O.D. 1/8 O.D. O.D. - s A = 4" MIN. 27" I.D. AND UNDER 6" MIN. OVER 27" I.D. .' Mf NOT TO SCALE PROPERTY LINE 3' -0" MIN. ----- .g• -0" FUTURE 6" BUILDING SEWER PIPE I BUILDING SEWER \- TEE WITH 6" SIDE OUTLET 6" SIDE SEWER AND BUILDING SEWER W z 2 "x 4" STUD SERVICE MARKER PAINT UPPER PORTION WHITE ANS STENCIL ON SIDE WQRDING "SEWER" WITH 3" HIGH BLACK LETTERS. AND 16 WIRE WRAPPED AROUND THE STUD AND a EXTE DE D TO THE TOP OF THE STUD. cr CL UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND Cl PIPE SEWER MAINS ARE TO BE CORE DRILLED 60" ALLOWABLE MAX. FOR CAST IRON PIPE OR DUCTILE IRON PIPE. /fir CONCRETE �,�,jln.,rsikcx BIOCKING7 M\N G27L MIN SLOPE 6" SIDE OUTLET TEE HORIZONTAL 6" MIN. SEWER MAIN SEWER MAIN CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION ELEVATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 5' COVER AT PROPERTY UNE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. STANDARD 31DE SEWER INSTALLATION (SEWER MANY TO PROPERT'Y LNVE) �► " 43 Z 2 NOT TO SCALE ROLL 200 FR283 Fm �l7,�0 low By: Dote: By: Dote: By: We By: Dote c� 'S• 32 541OZ • r N FZ W Q N F CL z U � W 3 IL 40 O llj llj Z cm O � N I�I �N � SL 0 V� i Z 04 W gJ c 7/2O/p P`1 SAp,,p o` w4�n # 0 J ° p%2 Sit% y, ` LN;v EX t� pi l il)F771 7 s J L 7 7 l r .J L T1 n cr 0 7 Q a� 7 7 7 O Z i• W 0 im Z V / '�1 V' Qo CL J Z L Q CN PO 04 N Z � cr 0 (m N UD 00 z- Z 1 000 I W w w N < ►!� LO z -.-.� w GO W N N U Y V) �N � SL 0 V� i Z 04 W gJ c 7/2O/p P`1 SAp,,p o` w4�n # 0 J ° p%2 Sit% y, ` LN;v EX t� pi l il)F771 7 s J L 7 7 l r .J L T1 n cr 0 7 Q a� 7 7 7 O Z i• W 0 im N M N -o N m i J � o � o M o� V) y) Z C M CL IEL w LL O Z IL cc Q Q z Z '_ VJ >- CL CrZ cc z O e� Z _Z co J w a Q do w Z ra o F� E 3v H a U _ w a c� vE- E E sE Irm c O N n. g Q 0 O _ 3 z 0 m w w � z z w ZJ °w °w w w a_ a AS- BUILT SANITARY SEINER AND VlIATEI A PORTION OF THE SE .1/4 C KING COUNTY, 420 :............. ............................... ........ .... ....a[ t@ 415 : ... ... .: ............. . 410 a -.. _fr C O.N. L s F_ -..I.4 LF_�2 405- ..= _g:..Pi,;r =s.c 4/y� W S STA. t7 +64 55 1 �.. SDOB# 4 TYPE�1 'RIM =41120 - -; ..IE= 407.70 (W).. 395 15+00 16+00 17+00 18+00 18 +89m 148th AVENUE S.E. CENTERLINE PROFILE .AIN EXTENSION PLAN AND PROFILE POH 0 20 MM 1oo��� NOTE: HORIZONTAL AND VERTICAL REPRESENTATIONS OF THE NEW 8" WATERLINE EXTENSION ARE SHOWN FOR REFERENCE ONLY, AND WILL BE DESIGNED BY OTHERS rB S 1< ^.L ?. M 41; E:^ ACE SEX STS' 12.. C 4/ N CH - 30A 410 2 �r I 410 a �Ih 2 m 8 + M1 -x14 P.- _ 3F- . I V AND Ito 405 EXISTING\ w . s r 4055 - GROUND \ N! l'tFt Hip - : PROPOSED .. .. . . (TYP) STA. 0 +00 .00 MT BAKE AVE 0N8 E .FINISHED H ST GRADE STA 3+79477,1 (NE 17T EL= - (TYP.) 400 ._. \. o�*- ° 400 m �.EXIS NG 8 PVCm TO EX_SSMH 16_ `\ .. EX -SSMH # 17 ... ...:.:. �`r� . 395 C ...... STA 1 +31:00 7 5 � LT 40 LF g PV0 RIM: 401.80 SS .0 9.899F0.70X I 1 IE 395 43'(8 S) SSMH 1 _125 LF 8 IE 395.53 (8 N) STA 1 +69:10 245 'I DI WATER — 39�i ..:... IE 395.70..(8..E) .:.: RIM 498:0 .19999...:.. :.. .. (BY.OTHERSJ . > > 390 :i95.891E=39E73;(8 S) S :: r 1 p. -... .... 395.92]E=395.98 (15 NW) .. ..jZ1432)[ is ) r STA. 1 +72 80 27.5 L7 .. .. RIM =400 401 365 1E.3960D: (6 '.SE)> m5 xa.. MULTIPLE 1 1 ,4 HDPE PRESSURE SEWER LINES CM s �� ii'l 48 PER: PLAN VIEW STA 6 '12'. 8 :7 . . .. . . . : . . 380 . . . . J5 380 . . . . CFE ttfii t� aLCr%LtrF�T�la'.�.�' 375 375 o O N r O � O O � 0+00 0+50 1+00 1+50 2+00 2 +50 MT. BAKER AVENUE N.E. EXTENTION CENTERLINE PROFILE 1 " =40' HORIZONTAL - 1 " =5' VERTICAL SANITARY SEWER SYSTEM KEYNOTES: Q1 CONNECT 5 LF NEW 6" PVC SEWER PIPE ® 2.0% MIN. TO NORTHWEST SIDE OF NEW SSMH# 1. MATCH CROWNS OF THE NEW B" AND THE NEW 8" PIPES (SEE PROFILE). CONNECT (6) 1 1/4" HDPE PRESSURE LINES. HOPE SEWER LINES AND CONNECTIONS SHALL BE OUTSIDE OF CITY ROW Q2 INSTALL 15 LF 1 1/4" HDPE PRESSURE SEWER LINE. CAP AND MARK STUB AT STA. 1 +86.70, 45.8' LT, IE= 397:00 03 INSTALL 76 LF 1 1/4" HDPE PRESSURE SEWER LINE. CAP AND MARK STUB AT STA. 2 +00.20, 47.5 LT, IE= 395.00 ® INSTALL 143 LF 1 1/4" HOPE PRESSURE SEWER LINE. CAP AND MARK STUB AT STA. 2 +67.30, 12.3' LT, IE= 392.70 O5 INSTALL 179 LF 1 1/4" HOPE PRESSURE SEWER LINE. CAP AND MARK STUB AT STA. 2 +67.80, 32.3' RT, IE= 394.20 © INSTALL 188 LF 1 1/4" HDPE PRESSURE SEWER LINE. CAP AND MARK STUB AT STA. 2 +64.80, 42.7' RT, IE= 394.80 Q7 INSTALL 229 LF 1 1/4" HOPE PRESSURE SEWER LINE. CAP AND MARK STUB AT STA. 2 +32.40, 77.8' RT, IE= 395.80 ® INSTALL 157 LF 1 1/4" HOPE PRESSURE SEWER LINE. CAP AND MARK STUB, ]E=392.50 Qg INSTALL 63 LF 1 1/4" HDPE PRESSURE SEWER LINE. CAP AND MARK STUB.AT STA. 17 +33.82, 53.0' LT, IE= 403.00 ROLE U.- F R 20.9 WATER SYSTEM KEYNOTES: 01 NEW 8' WATERMAIN EXTENSION (BY OTHERS) TO BE TAPPED INTO EXISTING 8" WATERMAIN STUB PER DIRECTION GIVEN IN THAT DESIGN O. NEW 8" WATERMAIN EXTENSION, CAP, CONCRETE BLOCKING AND (1) NEW FIRE HYDRANT (BY OTHERS). O3 NEW 3/4" WATER SERVICE METER (TYPICAL FOR ALL LOTS BY OTHERS) W C6 10D w - z O O Q Z V° cri Z 1 � N O r W/� LL O �Op ;w W IL O d U O Z 9 � Q E G 3 0Z i�Jw,.Ji N _! � N J i z p zw V) a N W X d O w \ \ CN � N w 00 r- Z Zrn (o ao w N 04 ¢ z 3 n n zZ � N ^ Z NZNN O Q) �2 Y U N LV 4'OryX, Q 0 Z m tab _ Q v , oNSJy 6 G W , MW 0'5- 52*A03 1► O z m O U4 U m � ti dio� FOR APPROVAL PLI SAOR QF WASyi By: Date: ® 332%03 By: Date: �o q 24661 0 �/ /0NA LT f By: Date EXPIRES 6/11/08 By: Date , MW 0'5- 52*A03 1► O z m O U4 U m v N M iv ' z o O 1 A °° 3 � 0: ROLL 207 . _� 0 0 i a 3 s n n a 'v E z m V 7 LIJ U LI] � ___ /� AA /� p CC CC pp �� ii CC //�� ��� ii T �+ �AI��TQ�Y SCWCfI iV ®TC� l°�1�1� �� 1 ��L�7 � o �� � � _ Tyr Tr � o � C',RY OF RENTON �/r ���� �Q ii � SANITARY SEWER NOTES AND SPECiflCATIONS A PORTION OF THE $E 1/4 OF SEC. 3, T. 23, R. 5E, W.M., � � N 1. ALL WORK MATERWS SHALL BE IN CONFORMANCE WTRi THE STANDARDS AND SPECIFlCATIONS OF THE CRY KING COUI�/ 1 1 WASHINGTON tWri � OF RENTON IJRLRY DEPARTMENT AND THE LATEST EORION OF THE WSDOT /APWA STANDARDS AND , � � J SPECIFlCATIONS. W (SEE NOTE 4) UMffS OF PIPE ZONE W - � Z � Q � BACKFlLL MATERIAL 2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE UMR® TO 6:30 AM. TO 3:30 P.M. ON (SEE NOTE 5) s� NOTES: DF PUBUC WORKS AT 235 -2620. - Z O W Q O WEEKDAYS UNLESS OTHERWISE APPROVED IN WRRING 6f THE DEPARTMEM CONCRETE CLASS C 1. PROVIDE UNIFORM SUPPORT UNDER BARREL ALL StREEf - CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBUC WORKS (SEE NOTE 6) 2. HAND TAMP UNDER HAUNCHES. 24 HOURS IN ADVANCE THE POLICE DEPARTMENT, FlRE DEPARTMENt AND Sit SHALL BE NOTIFlED 24 HOURS FOUNDATION LEVEL B 3. COMPACT BEDDING MATERIAL TO 95R MAX. DENSRY EXCEPT DIRECTLY OVER PIPE. HANG TAMP ONLY. ® Q Z {� ZQ IN ADVANCE �- �_ �� � ;`,_: 4. SEE "IXCAVATION AND PREPARATION OF TRENCH" IN iliE, $�VJRARY SEWERS SECTION `' (jj Q g - IJ,J 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WffH "STANDARD SPECIFlCATIONS FOR MUNICIPAL PUBUC T OF THE STANDARD SPECIFlCTATIONS FOR TRENCH WIDTH W AND TRENCHING OPTIONS. (CLASS A DESIGN) THE PIPE ZONE WILL BE THE ACTAUL TRENCH WIDTH EXCEPT FOR CLASS A WORKS CONSTRUCRON° PREPARED BY WASHINGTON STATE CHAPTER AMER{GW PUBUC WORKS BEDDING. THE MINIMUM .CONCRETE WIDTH SHALL- BE 9 -i/2 I:D. + 96 ". C��p Q Z T 3 Z � 3/4" .SQUARES SPACED - 3/4" 5. TRENCH BACKFlLL SHALL CONFORM TO "BACKFlWNG SEWER TRENCHES" IN THE ASSOCIATION, IATESf EDRION (APWA) AND CTIY OF RFMON STANDARD SPECIFlCATIONS. AS INDICATED HT.: 1/6" SANITARY SEWERS SECTION QF THE STANDARD SPECIFlCATIONS, EXCEPT THAT ROCKS (SEE NOTE 4 LIMTTS OF PIPE ZONE � I Z O ® Z � Q �W OR LUMPS LARGER THAN 1' PER FOOT -0F. PIPE DIAMETER SHALL NOT BE USED IN THE 4. ALL LOCATIONS OF EXISTING MLRIES SHOWN ARE APPROXIMATE AND R SHALL BE THE CONTRACTOR'S ❑ � �2 O BACKFlLL MATERIAL.. RESPONSIBILRY TO VERITY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. ❑ � ❑ 17/2 - ^.. BACKFlLL MATERIAL � [7 � e CONCRETE (SEE NOTE 5) 6 • 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE � 3000 STANDARD SPECIFlCATIONS FOR THE MATERIAL SPECIFlCATIONS. � o W � LI.I j ;,CLASS 5. A PRECONSTRUCRON CONFERENCE AND A 24 -HOUR NOTICE SHALL 6E REQUIRED PRIOR TO STARTING NEW � p � 1" �' 0 r °" �-+' BEDDING MATERIAL 7. SEE "BEDDING MATERIAL FOR FLIXIBLE PIPE" IN THE AGGREGATES SECTION OF ,. STANDARD. SPECIFlCATION FOR THE MATERIAL SPECIFlCATIONS. RNOI� SI> E T � z j .• .� CONSTRUCTION. R SHALL BE THE CONTRACTOR'S RE�ONSiBILRY TO SECURE ALL NECESSARY PERMRS PRIOR {SEE B BY A REPRESENTATNE OF THE CRY OF 4 -3/4'• 8. PIPE MUST BE ANCHORED IN SUCH A MANER AS TO ENSURE FLOW LINE IS O z TO STARRNG CONSTRUCTKN. (INSPECTK)N WILL BE ACCOMPLISHED RAISE -1/2" FOUNDATION LEVEL MNNTNNED' o U) RENTON). IT SHALL BE THE CONTRACTOR'S RESPoNSIBILRY TO NOTIFY THE UTILRY DEPARTMENT 24 HOURS WIDE BORDER 12' / 0 Q IN ADVANCE OF BACKFlWNG ALL CONSTRUCTION. i" INi U � Q Z PACKING (CLASS 8, C, D, DESIGN) 6. COMRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTON AND 10" BEDDING FOR RIGID PIPE BEDDING CLASS DESIGN FOR THE SAFETf OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. g /4° - DIMENSION CLASS A CLASS B CLASS C CLASS D CLASS F i -1 /4° 7 2' -' � 5 /6" W (SEE NOTE 4)- LIMITS OF PIPE ZONE 4" MIN. A • ' + - Q � 7. TT SHALL BE THE RESPONSIBILRY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED 45(1/6) BEND 1//4 I.D. ZERO 2 -7/6 °4 • i'_0^ 2" MAX. PERMRS.PRIOR TO ANY CONSTRUCTION. 7 a ` BEDDING MATERIAL B 1/4 O.D. 1/2 O.D. 1/8 O.D. ZERO 0.0. 8. PLANS.APPROVED BY THE CRY OF RENiON; PUBLIC WORKS DEPARTLENT SHALLTAKE PRECEDENCE OVER ALL �" .FOR FLEXIBLE PIPE C 3/4 O.D. i/2 O.D. 1/8 O.D. O.D. - PLANS. 7 3�4 SEENOTE 7) �15 '`o OTHER O "� i ". A' • A = 4" MIN. 27" I.D. AND. UNDER � � FOUNDATION LEVEL as 9. A COPY OF THESE APPROVED PLANS MUSE BE ON THE JOB SRE WHENEVER CONSTRUCRON IS IN PROGRESS. .CAST IRON RING AND COVER O� .y "� 6" MIN. OVER 27" I.D. THE CONTRACTOR SHALL.PROVIDE THE CfTY OF RENTON WTRi AN AS -BUILT DRAWING OF THE SANRARY. '.- (CLASS F DESIGN) � Y,� � Q o � 10. SEWER SYSTEM WHIGR HAS BEEN: STAMPED AND SGNED 6Y. A LICENSED PROFESSIONAL ENGINEER OR 3 BEDDING FOR FLEXIBLE PIPE 1°J F a E-1 3Q PIPE MATERIAL AS SPECIFlED LICENSED PROFESSIONAL SURVEYOR. BY THE ENGINEER y�' e-" � �-+ � _ PIPE BEDDING FOR SANITARY SEWERS � � rn � d 1 i. BACKFlLL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN. LAYERS WRH A LOOSE AVERAGE DEPRi t s %'� NOT TO SCAIF �Wjj Z °'O OF 6 INCHES, MAXIMUM. DEPICT OF 6 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSffY. THESE COMPACTED LAYERS MUST EXIEfdD PoR ONE PIPE DIAMETERON -EACH SIDE OFTHE PIPE OR � = o E v TO THE S @E OF THE TRENCH. MATERWS TO COMPLETE THE FlLL OVER PIPESFWt BE 1HESAME AS PLUG TO BE SEALED. � IN SAMEMANNER AS O (n O N m' E \E DESCRIBED. a, .. MAIN SEWER JOINTS. _ . i �. (, � � � cN .� 12. DANM SHALL BE CRY OF RENTON, US.C. ANO G.S. +:`�. ... „r PROPERN LINE ______ __ -- _______.___ fA v �I crn o 13. ALL DISNRBED AREAS SHALL BE SEEDED AND MULCHED OR. OTHERWISE STABILIIED..TO THE SATISFACTION W Q y O-c� OF THE DEPARTMENT FOR. THE PREVEMION OF ON -SffE EROSION AFTER THE'COMPt.ETIONCF CONSRRUCTION. 3' -0" Ml��g' -p' � FUTURE ^ T 14. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WTM 6� OR �� CLEAN -OU.1 DETAIL 6" BUILDING SEWER PIPE BUILDING SEWER SECTION 7- 02.3(1) OF THE WRRENi STATE OF WASHINGTGN STANDARD SPECIFlCATIONS FOR ROADAND w � W W Z _ � , BRIDGE CONSTRUCTION. THIS SHN1 INCLUDE. NECESSARY LEVELING OF THE TRENGH BOTTOM OR THE TOP OF NOT TO SCALE J I 2 "x 4" STUD SERVICE MARKER PAINT UPPER TEE WITH 6" SIDE OUTLET � PORTION WHffE ANS STENCIL ON SIDE Q � a� o THE FOUNDATION MATERIAL AS WEll AS PLACEMENT AND COMPACTION OF REQUIRED BEDOMG MATERIAL � � WORDING "SEWER" WRH 3" HIGH BLACK LETTERS. TO UNIFORM GRADE SO THAT THE ENRRE LENGTH OF THE PIPE WILLBE SUPPORfID'ON A UNIFORMLY DENSE � AND #6 WIRE WRAPPED AROUND THE STUD AND � J �" � UNYIELDING BASE PIPE BEDDING SHALL BE PEA GRAVEL 6INCHES ABOVE AND BELOW THE PIPE 6" SIDE SEWER AND BUILDING SEWER a EXTENDED TO THE TOP OF THE STUD. � (f� r I�.I m m 75. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (FNC) RUBBER GASIQ:TED ASTM D 3034, SDR 35, OR a ' UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CASE IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS � DUCTILE IRON C1A55 50. WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. ° _ i6. IN UNIMPROVED AREAS, MANHOLE TD EXTEND MINIMUM 6 !NG!1FS- AND MAXIMUM 16 INCHESABOVE FlNISHED VITRIFlED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND Ct PIPE SEWER MAINS ARE TO BE CORE DRILLED = II -- o mow GRADE IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 60" ALLOWABLE MAX. W a " ;_� S FOR CAST IRON PIPE - OR DUCTILE IRON PIPE. i/2" WEB. B PL .... h tN S(G -iI 1//2' x 3" x 3/8" NON -SKID 1:3:5 MIX p, .N\ K \N PA7TQ2N CAST INTEGRAL ONTOP CONCRETE G\ye�pG BLOCKING g PN � °D 0 p � M \\� GO G 2% MIN SLOPE •• � O k' � i � ° � � 26 -3/6" HORIZONTAL _ � � Z � � � �- � � � a � - � � " a 25244 7„ 6" SIDE OUTLET TEE / � SEWER MAIN L 6" MIN. SEWER MAIN CONCRETE BLOCKING ANGLE O Z N N w O x ° -~z 1 -i /4" I I 3/4" OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION � 23 -1/4 "� � ELEVATION \ w N L+¢- g Z Q r0 N N O o: FRAME (NON- LOCKING) COVER (NON- LOCKING) SECTION A -A NOTE: \ UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 5' COVER AT PROPERTY ON oo �� Z p� co °O w I I � � � ,O- LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. N N w n Q z � � � � p FOR 5/6 " -11 N.C. x 1 -7/4° A S.S. S C. HD.: CAF' SCREW (3 REQ'D.) (/') 3 � � � Z � N N w x h n� B TYP. NON -SKID PATTERN - � Z A � 0� D g F 5 /6„ 3/6„ F2„ � (SEWER MAW TO PROPERTY LINE) i i/4" HDPE O " i -7/6 7/2' TYP. ° ° 1_3/6,• STANDARD SIDE SEWER INSTALLATION PRESSURE UNE Trn o. D o � 7.. sEAT� I 11 CryP) y t-2 -7/2" NOT TO SCALE N Z � � w ao w N N � a' Z � .- Y ..� �. v rn 4 aH� , � m 6" PVC � 2° RNSED LETTERS AS 25 1 i/4" HDPE A 1 1/4" HDPE x SEWER MAIN REQ'D. SEE NOTE No.3 BELOW SECTION B -B PRESSURE PRESSURE F+.. V� � Sb�b , .. y UNDERSIDE SHOWN FOR CLARTN UNE (TYP.) LINE (NPJ � � Q :,� � 'f. � 3/4" CORE (NP.) ON 23" B.C. " m � w DRILL AND TAP 5/6 -11 N.C. 1 -1/2" CORE(TYP.) (LOCKING) ON 23' B.C.('fYP. 3 PL) SECTION A -A I 2 � v �b z FRAME (LOCKING) COVER 6" SANITARY Q NyJ � q CO N SEWER CLEANOUT NOTES: 6° SIDE 6 °x 1 1/4" 6" SIDE 6 "x i 1/4" 6" SIDE 6 °x i i /4" 6° SIDE 6 "x 1 1/4° 1. FOR NON- LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL SEWER WYE SEWER WYE SEWER WYE SEWER WYE W �1 SAS I,�o1 �E W AgyR z �^ z � 2. FOR LOCKING UD USE OLYMPIC FOUNDRY No: MH 30 D/T OR EQUAL �n 3. USE FRAM AND COVER FOR)STORM (SPE�FY "DRAIN' ON ;OVER), PLAN r1EW A _ SANITARY SPECIFY "SEWER" , OR WATER SPECIFY "WATER' . riiu+m�xcivor rani dPPRv'ddL �j+ � � w a w a p p MANHOLE FRAME AND COVER DETAIL SI ®E SEWER F ®RCEM/+LIN CONNECTION ®ET/yIL gy; Date: ,, m � o N °w NOT TO SCALE NOT TO SCALE �Q �o � ur � By: Date: By: Date y 24661 p ,�� FFSSDNALT�EN�'\e,� EXPIRES 6 it O6 LL � � O Z By: Date ROLL 207 . _� 0 0 i a 3 s n n a 'v E z m V 7 LIJ U LI]