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HomeMy WebLinkAboutzS-3571Set0 Yo z w= °� C) (ifz p O wz z v w _ry O J n N ° C) -0 E U E"' W U a m 0 a 3� ° O N o > In ME SANITARY SEWER GENERAL NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 8. 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. 9. 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. 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED, CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 12. 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. 13, ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 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" ABOVE AND BELOW THE PIPE. 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 12 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. RENTON, WASHINGTON UTILITY PERMIT # U100071 VICINITY MAP Ne 1 9 F � § Sf. REMTpN y2 � NE 1RM M � I < w 6 < l Hills d NE NE M In ME SANITARY SEWER GENERAL NOTES 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 6. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 7. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 8. 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. 9. 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. 10. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED, CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON CURRENT STANDARDS. 11. DATUM SHALL BE CITY OF RENTON, 1988 NAVD. 12. 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. 13, ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7 OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. 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" ABOVE AND BELOW THE PIPE. 14. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 15. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 12 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. RENTON, WASHINGTON UTILITY PERMIT # U100071 VICINITY MAP t/lCMITY MAP 6 I SCALE.- NTS zl w w QN M O '- = o U o wlz S 1/4 OF SEC 10 -23 -0 NE 4th STREET 70 1306.28' C _ S88'22'19 "E 2623.87' (MEAS) CITY OF RENTON MON #1851 588'22'14 "E 2623.83' (CITY) FOUND 3 1/2" SURFACE BRASS DISK AT THE INT'X NE 4th STREET & 140th AVENUE SE N- 180978.6275 E- 1313999.610 ELEV= 398.55' SW CORNER OF CONCRETE PAD FOR EXISTING TRAFFIC LIGHT POLE ELEVATION = 424.09' (NAVD 883] CONTROL MAP CONTACT INFORMATION OWNER / DEVELOPER: SIERRA HOMES, INC. ATTN: DAN FINKBEINER P.O. BOX 59566 RENTON, WASHINGTON 98058 OFFICE PHONE: 425 - 471 -3472 FAX NUMBER: 425 - 793 -5275 donfinkbeiner @comcast.net ENGINEER: OFFE ENGINEERS, PLLC ATTN: DARRELL OFFE, PE 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 -7832 OFFICE NUMBER: 425 - 260 -3412 FAX NUMBER: 425 - 988 -0292 darrell.offe ©comcast.net SURVEYOR: TOUMA ENGINEERS & LAND SURVEYORS ATTN: DAN TOUMA, P.L.S. 6632 SOUTH 191st PLACE, SUITE E -102 KENT, WASHINGTON 98032 OFFICE NUMBER: 425 - 251 -0665 FAX NUMBER: 425 - 251 -0625 mhtouma ©ool.com TABLE OF CONTENTS SHEET NUMBER TITLE 1 COVER SHEET /GENERAL NOTES 2 SANITARY SEWER PLAN & PROFILE LEGAL DESCRIPTION LOT 5, CEDARGROVE PARK DIVISION #1, VOLUME 72 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON KC TAX PARCEL #144450 -0059 SE COR SEC 10 -23 -5 CITY OF RENTON MON #1852 FOUND 3" SURFACE BRASS DISK AT THE INT'X NE 4th STREET & NILE AVENUE NE (148th AVE. SE) N- 180904.0837 E- 1316622.383 EV EL=454 76' 5- 351101 _ 10 11 SURVEY NOTES 15 14 INSTRUMENT: TOPCON GPT 3000W TOTAL STATION METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332 - 130 -090 DATE OF SURVEY: OCTOBER 2010 z BASIS OF BEARING: PLAT OF CEDARGROVE PARK DIV. #1 w VOLUME 72, PAGE 50 Lu . d BENCHMARK: CITY OF RENTON CONTROL # 18524 z SE CORNER OF SECTION 10 -23 -5 FOUND Ld Do Q o 3" BRASS DISK IN CONCRETE IN CASE o AT THE INTERSECTION OF NE 4th STREET Ld z AND NILE AVE NE (148th AVE SE) z ELEVATION = 454.77' (138.614m) NAVD 1988 SITE BENCHMARK: SW CORNER OF CONCRETE PAD FOR EXISTING TRAFFIC LIGHT POLE ELEVATION = 424.09' (NAVD 88) I NE 2th STREET S88'21'10 "E RECOMMENDED FOR APPROVAL By: Date: By: Date: By: Date: By: Date: U) W�da W Z Rio n� a �Z w�a3o.. W�0 W" O C I Q CL W O V Q W U DATE JOB NO. DWG NO. 1 U Z W O 2 W W a ° n 0 m ° z 3 0 0 m ° z z 0 w w uj TW 1 100 uj O 05/25/2010 OF 2 Ne 1 9 F � § Sf. REMTpN y2 � NE 1RM M � I < w 6 < l d NE NE M NE 4T W Q S NE 4W $1pF£T PROJECT m w LOCATION uE zuo mw� t/lCMITY MAP 6 I SCALE.- NTS zl w w QN M O '- = o U o wlz S 1/4 OF SEC 10 -23 -0 NE 4th STREET 70 1306.28' C _ S88'22'19 "E 2623.87' (MEAS) CITY OF RENTON MON #1851 588'22'14 "E 2623.83' (CITY) FOUND 3 1/2" SURFACE BRASS DISK AT THE INT'X NE 4th STREET & 140th AVENUE SE N- 180978.6275 E- 1313999.610 ELEV= 398.55' SW CORNER OF CONCRETE PAD FOR EXISTING TRAFFIC LIGHT POLE ELEVATION = 424.09' (NAVD 883] CONTROL MAP CONTACT INFORMATION OWNER / DEVELOPER: SIERRA HOMES, INC. ATTN: DAN FINKBEINER P.O. BOX 59566 RENTON, WASHINGTON 98058 OFFICE PHONE: 425 - 471 -3472 FAX NUMBER: 425 - 793 -5275 donfinkbeiner @comcast.net ENGINEER: OFFE ENGINEERS, PLLC ATTN: DARRELL OFFE, PE 13932 SOUTHEAST 159TH PLACE RENTON, WASHINGTON 98058 -7832 OFFICE NUMBER: 425 - 260 -3412 FAX NUMBER: 425 - 988 -0292 darrell.offe ©comcast.net SURVEYOR: TOUMA ENGINEERS & LAND SURVEYORS ATTN: DAN TOUMA, P.L.S. 6632 SOUTH 191st PLACE, SUITE E -102 KENT, WASHINGTON 98032 OFFICE NUMBER: 425 - 251 -0665 FAX NUMBER: 425 - 251 -0625 mhtouma ©ool.com TABLE OF CONTENTS SHEET NUMBER TITLE 1 COVER SHEET /GENERAL NOTES 2 SANITARY SEWER PLAN & PROFILE LEGAL DESCRIPTION LOT 5, CEDARGROVE PARK DIVISION #1, VOLUME 72 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON KC TAX PARCEL #144450 -0059 SE COR SEC 10 -23 -5 CITY OF RENTON MON #1852 FOUND 3" SURFACE BRASS DISK AT THE INT'X NE 4th STREET & NILE AVENUE NE (148th AVE. SE) N- 180904.0837 E- 1316622.383 EV EL=454 76' 5- 351101 _ 10 11 SURVEY NOTES 15 14 INSTRUMENT: TOPCON GPT 3000W TOTAL STATION METHOD USED: FIELD TRAVERSE WITH ACTUAL FIELD MEASUREMENTS AND ANGLES WAC 332 - 130 -090 DATE OF SURVEY: OCTOBER 2010 z BASIS OF BEARING: PLAT OF CEDARGROVE PARK DIV. #1 w VOLUME 72, PAGE 50 Lu . d BENCHMARK: CITY OF RENTON CONTROL # 18524 z SE CORNER OF SECTION 10 -23 -5 FOUND Ld Do Q o 3" BRASS DISK IN CONCRETE IN CASE o AT THE INTERSECTION OF NE 4th STREET Ld z AND NILE AVE NE (148th AVE SE) z ELEVATION = 454.77' (138.614m) NAVD 1988 SITE BENCHMARK: SW CORNER OF CONCRETE PAD FOR EXISTING TRAFFIC LIGHT POLE ELEVATION = 424.09' (NAVD 88) I NE 2th STREET S88'21'10 "E RECOMMENDED FOR APPROVAL By: Date: By: Date: By: Date: By: Date: U) W�da W Z Rio n� a �Z w�a3o.. W�0 W" O C I Q CL W O V Q W U DATE JOB NO. DWG NO. 1 U Z W O 2 W W a ° n 0 m ° z 3 0 0 m ° z z 0 w w uj TW 1 100 uj O 05/25/2010 OF 2 0 N O 0 zo Q�o D' z i (n ♦— cr Df ry 2 W Q0n 0 W z U ry J O n m OO 0 y y 2 N 9 N !Y49.fkLIiT'.•1 BACKFILL W (SEE NOTE ! BEDDING MA FOR RIGID P (SEE NOTE I FOUNDATION W (SEE NOTE 4) -jam- LIMITS OF PIPE ZONE (CLASS B, C. D. DESIGN) BEDDING FOR RIGID PIPE I—W (SEE NOTE 4) --{ UMITS OF PIPE ZONE PORTION OF THE SE 1/4, NE 1/4, SECTION 15, TOWNSHIP 23 N, RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON NOTES 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2 HAND TAMP UNDER HAUNCHES 3. COMPACT BOUND MATERIAL TO 955 MAX. DENSITY EXCEPT ORECTLY OVER PIPE- HMO TAMP ONLY 4. SFE "EXCAVATOR AND PREPARATION OF TRENCH" IN THE SANITARY SEWERS SECTION OF THE STANDARD SPECIFICTATIONS FOR TRENCH WDTN "W' AND TRENCHING OPTONS. THE PIPE ZONE MLL BE THE ACTIAL TRENCH MDT1, EXCEPT FOR CLASS A SEWING, THE MINIMUM CONCRETE MTH SHALL BE 1 -1/2 I.O. + 18'. A TRENCH SACKFUL SHALL CONFORM TO "BACKDWNG SEWER TRENCHES' IN THE SANITARY SEWERS BECTON OF THE STANDARD SPECIRCATONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN 1" PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE SACKFUL MATERIAL 6. BEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES SECTION OF THE STANDARD SPECIDCATIONS FOR THE MATERIAL SPEODCATONS. 7. SEE "BEDDING MATERIAL FOR BEASUE PIPE" IN THE AGGREGATES SECTION OF STANDARD wEODCATION FOR THE MATERIAL SPECIFICATIONS. 8. PIPE MUST BE ANCHORED IN SUCH A MAKER AS TO ENSURE FLOW LINE IS MAINTAINED. BEDDING MATERIAL BEDDING CLASS DESIGN DIMENSION CLASS A CIA58 B CLASS C CLASS D CLASS F A 4" MIN. 1/41.D. 12" MAX. • • 2ER0 B 1/4 O.D. 1/2 0.0. 1/8 O.D. ZERO O.D. C 3/4 O.D. 1/2 O.D. 1/8 O.D. O.D. - BEDDING MATERIAL EX C8 • A = 4" MIN, 27' I.O. AND UNDER FOR FLEXIBLE PIPE U 2.46 12 "Y{ 6" MIN. OVER 27' I.D. (SEE NOTE 7) 4 PIPE BEDDING FOR SANITARY SEWER FOUNDATION LEVEL 'Ly14::5DQOZO ADOPTED T Fg 4445OW40 LOT 5 ?T- g14a45ccusq rnr w 91D.TDN BfIHDAIm PYNB SP CORNER O CONCRETU: (CLASS F DESIGN) 18P DAM 4/97 BEDDING FOR FLEXIBLE PIPE z-s -w R.mW " 4 Te 6 Rama "M. a xa - -- 0_' ( REVISION BYlAPPRa DWG. NAME: BW18C SP PAGE: B077 EL m 324.W' �7 PIPE BEDDING FOR SANITARY SEWER VOL 72. PAGE 56 V EL m 420.06' -12"C 1 j w j w 00, 1.5' RT w N ( wj N 1- INN EL °^ a2D25`-T "c m p + o CLEANOUT m + ( % r -INN EL ®aas.so' -sz °c '? o� IROMI- R1N62VAC©V81W, 6" BUILDING SEWER PIPE PROPERTY LINE 'AINT UPPER SIDE BLACK LETTERS. THE STUD AND STUD. r 1 FUTURE �•/ j BUILDING SEWER L TEE WITH 6" SIDE OUTLET 6 "x6 "x6" WYE WITH A SURFACE �K I CLEANOUT WITH CAST IRON RING GO 6" SIDE SEWER AND BUILDING SEWER DW, AND COVER (SEE DETAIL DWG. 403.1) I c u UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS _O WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. R VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, Di PIPE AND Cl 6d' ALLOWABLE MAX. FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED OR DUCTILE IRON PIPE. 0 SURFACE CLEANOUT $g 1:3:5 MIX &SEWERMAIN s& W CAST IRON RING & COVER -a CONCRETE LN / " BLOCKING w pt��gv (SEE DETAIL DWG. 403.1) Q CON Z96 MIN SLOPE EE / HORIZONTAL LSEWER MAIN 6" MIN. CONCRETE BLOCKING ANGLE OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION ELEVATION STANDARD SIDE SEWER INSTALLATION (SEWER MAIN TO PROPERTY LINE) $ NOTE: ADOPTED < UNLESS 3-5' OTHERIMSE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.Y COVER AT PROPERTY �® STANDARD DP RENTON y LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. 4117` 4 B,�ym �yy tJ3T 0lT1212/90 Ro > uxa roi. ocv .w nATF RNVIC,nu m eaPR DWG. NAME: BR39 SP PAGE: 8078 3 EX C8 R 26.6& U 2.46 12 "Y{ W 4 'PL1QT44a60OC6U DO 'Ly14::5DQOZO T Fg 4445OW40 LOT 5 ?T- g14a45ccusq FF(MIN) =421 .0 SP CORNER O CONCRETU: r PAD FOR LIGHT POLE 0_' ( OY C.EDARGROVE PARK DVV #' EL m 324.W' W 1i11 0 VOL 72. PAGE 56 V EL m 420.06' -12"C 1 j w j w 00, 1.5' RT w N ( wj N 1- INN EL °^ a2D25`-T "c m p + o CLEANOUT m + ( % r -INN EL ®aas.so' -sz °c '? o� IROMI- R1N62VAC©V81W, A�L 110.W6. r14 ij $3.60 -o ¢ w "C 2 �8" 1r'� I�" EE `23as' -1z' NV EL - 420.78' -12 t w zwI- If I bb q M TLIM EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION, NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION. CALL BEFORE YOU DIG, 1 -800- 424 -5555 SERVED BY, SEWER 19`1444500070 INY EL - 422.90' -12 °C I 96 +00 I L r . _ Nsa'srtO "W -- T --------- ... - .- ..�,.... - 97 +00 ----- SAW CU LINE- 8 +00 -�j 99 +00 - - _..._. —..._ L LOWER LE Lid WOOD FENCE I EX SSMH 1 ^ a STA =96 +69.77 .YARD LIGHT - '422 yo FOUND' 1/2`,„ RIM EL= 421.97 ) o: .EBAP AR CAP L woe.; 'ONCE IE= 413.42 8" ,W m `o W EX j IE413.52 8" E (NEW) { m j w w w IIII GO < (n ( W 3 rypA 05 -167 OWL !n } 1 N (((( � &> N m 0 m W W-( N} .. A N As FOUND REPAIR & C RESP LOA 01- 1605HPL SP NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL W z W s D 9 z a W rl Q W) W s z i .I i i MOD IE= 420.18 8" W,N 0 N 9 0 z 20 � a a) U w a, O w a z 0 y W 0 N w o Q d z W K �m ILE V) P4 0 w 13� w o G2O W A 2 P, R, Y d w g ' O z 0 GRAPHIC SCALE W z 0 15 30 60 0 W I Inch = 30 feet EX C8 R 26.6& .RV 2.46 12 "Y{ W N ILLY� n DO NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION DETAIL W z W s D 9 z a W rl Q W) W s z i .I i i MOD IE= 420.18 8" W,N 0 N 9 0 z 20 � a a) U w a, O w a z 0 y W 0 N w o Q d z W K �m ILE V) P4 0 w 13� w o G2O W A 2 P, R, Y d w g ' O z 0 GRAPHIC SCALE W z 0 15 30 60 0 W I Inch = 30 feet E✓ O Q O: O a G W a 0 a K La U 0 N 0 i z O QF_O CD 0-z::) LLJ = zoz 0 CD Co�ZLd Q O 0~� W z U LLl J Ln � O J 0 D Y O H 3 V c 0 q1 m A• � c d = 0 a N 5 N FOUNDATION LEVEL FOUNDATION BEDDING MATERIAL FOR FLEXIBLE PIPE (SEE NOTE 7) - FOUNDATION LEVEL CLASS A DESIGN) I W (SEE NOTE 4) -I- LIMITS OF PIPE ZONE (CLASS B. C, D. DESIGN) BEDDING FOR RIGID PIPE I- W (SEE NOTE 4) -ice LIMITS OF PIPE ZONE (CLASS F DESIGN) BEDDING FOR FLEXIBLE PIPE PORTION OF THE SE.1 /4, NE 1/4, SECTION 15, TOWNSHIP 23 N, RANGE 5 EAST, W.M., CITY OF RENTON, WASHINGTON N0= 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2. HAND TAMP UNDER HAUNCHES 3. COMPACT BOUND MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. SEE "EXCAVATION AND PREPARATION OF TRENCH" IN THE SANITARY SEVENS SECTION OF THE STANDARD SPECIBCTATIONS FOR TRENCH (MOTH "W' AND TRENCHING OPTIONS THE PIPE ZONE MILL BE THE ACTUAL TRENCH WDT1, EXCEPT FOR CLASS A BEDDING. THE MINIMUM CONCRETE WIDTH SHALL BE 1 -1/2 I.D. + 18 ". 5. TRENCH BACKRU. SHALL CONFORM TO "BACKFIWNG SEWER TRENCHES' IN THE SANITARY SEAMS SECTION OF THE STANDARD SPECIBCATONS, EXCEPT THAT ROCKS OR LUMPS LARGER THAN P' PER FOOT OF PIPE DIAMETER SHALL NOT BE USED IN THE BACKRLL MATERIAL 6. SEE "BEDDING MATERIAL FOR RIGID PIPE" IN THE AGGREGATES BECTON OF THE STANDARD SPECIFICATIONS FOR THE MATERIAL SPECIFICATONS. ], SEE "BEDDING MATERIAL FOR FLEXIBLE PIPE" IN THE AGGREGATES SECTOR OF STANDARD SPECIDCATON FOR THE MATERIAL SPECIBCATIONS, 8. PIPE MUST BE ANCHORED IN SOW A MAHER AS TO ENSURE FLOW UNE IS MAINTAINED. • A = 4" MIN. 27" I.D. AND UNDER 9" MIN. OVER 27" I.D. PIPE BEDDING FOR SANITARY SEWER ADOPTED GOT a RmmR ♦� @tINTARD PI9NB L9P DATE: 4/97 Dr °OM e w o o DWG. NAME: BAHBC SP PAGE: 8077 BEDDNG CLASS DESIGN DIMENSION I CLASS A CLASS B CLASS C CUM D CLASS F A 4" MIN. 1/41 .D. 12" MAK. • • ZERO WORDING "SEWER` WITH 3" HIGH BLACK LETTERS. B 1/4 O.D. 1/2 O.D. 1/6 0.0. ZERO O0. C 3/4 O.D. 1/2 O.D. 1/8 O.D. O.D. - • A = 4" MIN. 27" I.D. AND UNDER 9" MIN. OVER 27" I.D. PIPE BEDDING FOR SANITARY SEWER ADOPTED GOT a RmmR ♦� @tINTARD PI9NB L9P DATE: 4/97 Dr °OM e w o o DWG. NAME: BAHBC SP PAGE: 8077 s PROPERTY UNE "x 1 2 4" STUD SERVICE MARKER PAINT UPPER ,L�,44 <.sDm3p i PORTION WHITE ANS STENCIL ON SIDE 1:3:5 MIX FOUND WORDING "SEWER` WITH 3" HIGH BLACK LETTERS. W /CAST IRON COVER C, - V EL 420.06' -12 °C AND #6 WIRE WRAPPED AROUND THE STUD AND 6" BUILDING SEWER PIPE IE= 413.42 8" IEL413.52 8" E (NEW) { �' (SEE DETAIL DWG. 403. 1) EXTENDED TO THE TOP OF THE STUD. LIU INV EL= 420.25` eSEWER FUTURE jJ' m DO W iNV EL NV El» 420.02' u ' BUILDING SEWER -TEE WITH 6" SIDE OUTLET m 6 "x6 "x6" WYE WITH A SURFACE (n I CLEANOUT WITH CAST IRON RING 6" SIOE SEWER BUILDING SEWER w AND COVER (SEE DETAIL DWG. 403.1) AND o , 21 FOUND V, ttt ( UNLESS OTHERWISE APPROVED BY THE GIN, MAKE TAP THROUGH CAST EE / IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS RERAR &; SI WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. 60" ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND C1 FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED OR DUCTILE IRON PIPE s 1 4 ,L�,44 <.sDm3p SURFACE ARING T& a 1:3:5 MIX FOUND �1`\N� W /CAST IRON COVER W - V EL 420.06' -12 °C ' CONCRETE IE= 413.42 8" IEL413.52 8" E (NEW) { �' (SEE DETAIL DWG. 403. 1) (n LIU INV EL= 420.25` eSEWER �� jJ' m DO W iNV EL NV El» 420.02' u ' l W N m jJf (n It 11 i [ N m FOUND V, ttt ( EE / HORIZONTAL RERAR &; 6" MIN. CONCRETE BLOCKING ANGLE `gEWER MAIN OF TEE AT MAIN OVER 25 ELEVATION TYPICAL SIDE SEWER ELEVATION STANDARD SME SEWER INSTALLATION (FEWER NARK TO PROPERTY LINE) NOTE: ADOPTED UNLESS OTHERWISE SHOWN ON PLAN, 510E SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY cer oR l '' <W LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. 4 � 4 STAIR= P�LABS 6 TBT DATE: 12/06 DWG. NAME: BR39 SP PAGE: 8078 s 1 4 ,L�,44 <.sDm3p STA =96 +69.77 Et(�ry$a TL�`:444500044 FOUND 1(2" J X22 RIM EL 421.97 W W�zoHa V EL 420.06' -12 °C ' ; IE= 413.42 8" IEL413.52 8" E (NEW) { n > (n LIU INV EL= 420.25` N �� jJ' m DO W iNV EL NV El» 420.02' u ' l W N m jJf (n It 11 i [ N m FOUND V, a h _ - I-- _.. -� 96 +00 P ..N O M J S TLN'T4445pO060 '�' �° 0 LOT 5 �' 414 °450OOnD FF(MIN) =421.0 SW CORNER OF CON,REtE f-'- PAD FOR LIGHT POLE CEDARGROVE PARK D{V#I , EL - 524.09' VO;, 72, PAGE 50 l_• $..G.D. #1 G �ZLtO n x m ® J S 98 +00 1.5' RT ;ACE CLEANOUT W FRONFRiN62W 9CO N S A E ETADWD1G3I1 RIM 4 60 SERVED I BY7 SEWER vO T!.d`Aa4S00p70 IE�f416.1218" Cm INV EL y 423.66' -12" x 420. "IB -'z °c sovi, INV EL = 422.90' -12`C EX SSMH W a1 o J STA =96 +69.77 Et(�ry$a (YARD LIGHT FOUND 1(2" J X22 RIM EL 421.97 W�zoHa ' A, EBAR CAP (x IE= 413.42 8" IEL413.52 8" E (NEW) { m o > w w RIM EL 523 N QK� Of 1n W w NV El» 420.02' u ' C OA Pa -iB7 SHPL W N m W (n It Fri .Z7 N m FOUND V, ttt ( RERAR &; MINIX EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDERGROUND UTILIITES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES NOT SHOWN OR UTILITIES NOT SHOWN IN THEIR PROPER LOCATION, CALL BEFORE YOU DIG, 1- 800 - 424 -5555 W z W Wzi / r Q � �i W g J =n z I� NE nI -TI3 T " WkLK D5 "a woo EN-,E of EX, C6 J 30.OD W pR 42E.68 I€ 2> W IVY 2.4@ 12 "W V) 1 i N DO N m RESP LUA 01- 15OSHPL NOTE: ALL TRENCH RESTORATION SHALL BE PER CURRENT CITY OF RENTON STREET OVERLAY AND TRENCH RESTORATION IE= 420.:6 8 W,N GRAPHIC SCALE p 0 15 30 60 �t 1 inch = 30 {eel °s N w O z 2 W 0 O U UU W CL GO 0 O N 0 O O t S 0 m � o7B STANDARD SIDE SEWER INSTALLATION AVI v - C I (SEWER MAIN TO PROPERTY LINE)"" W MIN MIN MIN jM1 IN MINI W Z 1 W S=357103 > W. .. 6.5" MIN. .__._._ :..._..._ :..._ ._._._._.. .. _. _...._. ._._._ .. _. .. _._._._._.. ..._._._.. W od 1' 1' 2.5' 1' 1' MINIMINI MIN IMIN I MIN Z }m 2" CLASS ,B, r: :: :: :r _.._. .......... .. _. _......... ...._._.. .._.... _... ......... .._. .. _.. FACE OF CURB OR _ _ _ 43O NE 2nd STREET ... EDGE OF PAVEMENT .,......... ..................... .. .............. .......... ...... 4 ^ Q LL 2" CLASS 'B' ACP CLASS 'E' OR 'B' CASE IRON RING W n/ 6" CRUSHED ...... .. ........... .......... _.... ...... .. ._. ..... I L 42" TO 6" SURFACING TOP COURSE CLASS 'E' CENTER LINE OR -------- _ OR , , LANE LINE CRUSHED ROCK, EXISTING � PROFILE _ �� :.... CLASS B .' . FLOWASLE FILL S O S LO Lo U W W f!J OR AS REQUIRED BY ENGINEER F 0 420.....__ µ _._._ 4.Z� vertical scale feet O w� N 30 0 6 z 30 0 TYPICAL PATCH FOR FLEXIBLE PAVEMENT IC U w s.s' MIN. WHEN PERPENDICULAR TO II horizontal scale feet w 2" DEPTH OF ROADWAY CENTERLINE 71 8 °$$ (PVC) 2 00% 0 J GRIND OR SAWCUT AND REMOVE ADOPTED 1�Q LIN FI,..,.___... C .._.,... RECOMMENDED FOR APPROVAL a U o ever mHCY2DN _....._ ........_ �...._ ...... ...... 1. ...........- 4 • STANDARD FLARE .__ i -- S S C,O. 1 ....... tar SAM 12/96 � _ _ -..� STA 98 +00 By �/Y^a DatEH 0 VOW ILyo DATE 10/12512010 A SEE DWG# HR -05 FOR MINIMUM STANDARDS RIM EL =42360 ® JOB NO. DATE R SI PPR DWG. NAME: HR -23 SP PAGE: H032A - EX SSMH IE 416.12 8 1 Date, 410 96+00 srA =ss +69.77 97 +00 98 +00 410' DWG NO. 4 TYPICAL PATCH FOR FLEXIBLE PAVEMENT RIM EL= 4'2167 .................. By, Date- N.T.S. 8": ; W SHEET N.T.S. A A I o IE= 413.52 8" E (NEW) 1 1 z By, Datel OF 3- 357(0 �u 7 r W a1 o J Et(�ry$a LU zp W�zoHa z W-1 N O z QK� O 0 m � o7B STANDARD SIDE SEWER INSTALLATION AVI v - C I (SEWER MAIN TO PROPERTY LINE)"" W MIN MIN MIN jM1 IN MINI W Z 1 W S=357103 > W. .. 6.5" MIN. .__._._ :..._..._ :..._ ._._._._.. .. _. _...._. ._._._ .. _. .. _._._._._.. ..._._._.. W od 1' 1' 2.5' 1' 1' MINIMINI MIN IMIN I MIN Z }m 2" CLASS ,B, r: :: :: :r _.._. .......... .. _. _......... ...._._.. .._.... _... ......... .._. .. _.. FACE OF CURB OR _ _ _ 43O NE 2nd STREET ... EDGE OF PAVEMENT .,......... ..................... .. .............. .......... ...... 4 ^ Q LL 2" CLASS 'B' ACP CLASS 'E' OR 'B' CASE IRON RING W n/ 6" CRUSHED ...... .. ........... .......... _.... ...... .. ._. ..... I L 42" TO 6" SURFACING TOP COURSE CLASS 'E' CENTER LINE OR -------- _ OR , , LANE LINE CRUSHED ROCK, EXISTING � PROFILE _ �� :.... CLASS B .' . FLOWASLE FILL S O S LO Lo U W W f!J OR AS REQUIRED BY ENGINEER F 0 420.....__ µ _._._ 4.Z� vertical scale feet O w� N 30 0 6 z 30 0 TYPICAL PATCH FOR FLEXIBLE PAVEMENT IC U w s.s' MIN. WHEN PERPENDICULAR TO II horizontal scale feet w 2" DEPTH OF ROADWAY CENTERLINE 71 8 °$$ (PVC) 2 00% 0 J GRIND OR SAWCUT AND REMOVE ADOPTED 1�Q LIN FI,..,.___... C .._.,... RECOMMENDED FOR APPROVAL a U o ever mHCY2DN _....._ ........_ �...._ ...... ...... 1. ...........- 4 • STANDARD FLARE .__ i -- S S C,O. 1 ....... tar SAM 12/96 � _ _ -..� STA 98 +00 By �/Y^a DatEH 0 VOW ILyo DATE 10/12512010 A SEE DWG# HR -05 FOR MINIMUM STANDARDS RIM EL =42360 ® JOB NO. DATE R SI PPR DWG. NAME: HR -23 SP PAGE: H032A - EX SSMH IE 416.12 8 1 Date, 410 96+00 srA =ss +69.77 97 +00 98 +00 410' DWG NO. 4 TYPICAL PATCH FOR FLEXIBLE PAVEMENT RIM EL= 4'2167 .................. By, Date- N.T.S. 8": ; W SHEET N.T.S. A A I o IE= 413.52 8" E (NEW) 1 1 z By, Datel OF 3- 357(0 �u 7 r