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HomeMy WebLinkAboutzS-3123Set!- �.,. c '• N a re) t s s � J i (L a. W a. �z (L Z O w a. O z o V (n �► Q � Z Q _ [L La Z 1 U O O:f I•- W LAJ LL z ■ ■ ■ o z O N o F- z Hwyy 1Z i . ft a in T Ld Ir LLI CL a W Q U th 0 CL p a w Too g a Q ct 0 S (z .` Z W Z _ V- 000 rr W 0 V, 2�W W J Q = GRAPHIC SCALE s • . s r ao rzz RENTON PLAC DIVISION III � (� THE ST OUARTER OF SFCTION 18, T23N, R5E, W.M. = i loch 20 :c CITY OF WNTON, KING COUNTY, WASHINGTON 11 REFERENCE E)CtST. 2 +00 Ir�as s+Nc nIER -- - o -- _ w _ WATER :ENE ON OTY -- OF RENTON WATER 55 �,---- - ' � � 3+06-, _ _ � PLAN NUMBER W20' F OSSMH#1 w W w dO - EI]SSMH w - - - •. f717 aQtf 0 V -- ✓ Z W W ..� a 3 !3 cm Vol CE - _ Av ` . - . • zW� J� o �N 01 CL. 50 _ w° N _ 36 LF 6 "m 32 LF I , - - DI CL 50 - - - DI CL- 50 �_ v .9 tj Ix C.O. 3 3 C.0- Ln i.E. =1 5.00 I I.E.= 143.00 - i C -O. 3 C.O. C O C.O. 3 LE.= 43.00 LE._ 143.00 I E.= 146.00 GFF 148.3 . I.E = 2 30 I _ -FF 1 160.3 , GFF 1 .6 y 0 FF2 162. FF1 1 .6 GFF 147.9 GFF 148.75 FF2 163.2 1 FF1 160.75 FF1 159.9 ° I FF2 161.6 FF2 162.4 16 1 i GFF 150.9 FF1 162.9 FF2 164.6 3 I _ Z LF fi " DI CL. 50 - --- _ _ ss ss Ss ss I -____ I - -- _ -_ - - _ - 2 SS ------ SS C.0 -Q - - - - - LLJ I.E. = 177.56 - LF "0 U N _ DI CL. 50 ❑ C.O. _ I . E. - 171.40 < ��� o _ z ^ C•O.El 121 LF 6' a II.E. =177.19 2 DI CL. 50 I LL �w� °ow 2 I QC.O. D Z� � I I.E.= 172.31 I 1 I o ° Ln "' ' I _ af� W - -- no 3 GGFI 202.5 I GGF 203.6 z z - FF1 1 192.5 l o FF1 193.60 I GGF 20 ?.1 GGF 202.8 o I FF1 192.1 I FF1 19 2.8 z -- ,� ryQ• ..,. C co ._.. IB i S�� 22 LF 6 "0 cj zi (j CDP DI CL. 50 0 V O � . 1 V W W FF2 154.5 FF1 166.5 I - GFF 168.2 tnW t W z En W Li oW - W� , oQ N c- 128 LF 6 "0 0 0 41 3 DI CL. 50 Q 43� 0 o ��a- a I D3 CL 50 0. El t i I.E.= 172.84 cn GGF 2o1.s FF1 191.5 I - a� r cn .ten <• D -- -- -�. SOH' 15 w a. O • ,• • • • Q ca o• v oo w 2 +00 w 1_j + x rn Q - _ W W- I W W , cn i 0o r` rN -, C4 - 4 ss w - y _ 00 t SS S� SS ss _______ _ "'I - - _ W _`._5+ 0u W W -j Z _ ----w _ W � o ' _ P Op W W CIE, _ _"""- ---�' )P -- �---__ QP _ r. in g k, OP ` -- p J N Ad p` j i� S: Y J W W OP -- - -�•_ a z o 9 a° � o � REFERENCE EXIST. 0 � � rn w "'- w---= T `'_ _ - �° WATER LINE ON CITY u��i ry Q' VE RTI CAL DATUM z z _ .� F R O .1d " 0 EN TON WA TER rn r` APRIL 2003 -- ao N w u, o CITY OF RENTON BENCH # 1919 b ---- -- - _ a PLAN NUMBER w, ass � Cl. N o FOUND 1 /2'REBA - - _ u, _ W c� i a o LLJ CHISELED SQUARE AT TOP OF STAIRWAY AT NORTH END OF CULLS 29537 cr DE SAC ON THOMAS AVE. SOUTH ACROSS THE STREET FROM Z W a- � 4 N z 13208 RENTON AVE. SOUTH. w �i v ELEVATION =236.65 / ?301 L � co 0 �- 0 z CO c� roc OWto eft > 0 8 Z > (� co c (L JOad �mt� C > 000 JUr-> 3 Qc 0 0 de-a 4) cd 0 Co 8 4) z 0 .. F- cc Q w U z 0 3: 1 0 W F-• F- r -4 A, WV�w V Ort .'O z F- g J�� a- 316�� t 0- cr SIONAL C3 W Q a , (i9 W U Z EXPIRES Z / 6 / mb � J Z 0 OF , OZ M 000A NO KM . Z � COM MU IM we "11-23-M NO OWIM W J r WX 4M uiwOMM KWAwoN a MIY OF .4 44 0 iW icr . I. r 0 N H 11'f Y N � 1� n L � ON T.O uo O v NAND 1988 I I 9 SEWER KEY NOTES GENERAL NOTES WC4NIMMM CHECKED FOR COMPLIANCE CITY OF RENTON elf N. UTILITY CONFLICT NOTE FOR A�oVAL TO CITY STANDARDS N SIP THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, SE H 4 BY DEPARTMENT OF PUBLIC WORKS DIMENSION AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE Q E SHEET 1 FOR SEWER PIPING AND MANHOLES CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES WITHIN MAPLE AVE. NW. AND STRUCTURES. NOTIFY ENGINEER IF ANY LOCATION DIFFERS BY PLANS OR NOT BY POT HOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL FROM THAT SHOWN ON THE PLAN. DATE ANCHORS AT 50 FOOT INTERVALS 0 EWE R PLAN 13 z PROVIDE PIP INCLUDE, CALLING UTILITY LOCATE AT 1 -800- 424 -5555 AND THEN POT D HOLING ALL UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO ON SEWERS WITH GREATER THAN 15X SLOPE. 2, SIDE SEWERS SHALL BE LAID AT 2.0X MIN. SLOPE. DATE °D PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID a PROVIDE SANITARY SEWER CLEANOUT PER DETAIL TlESE NAWIM ARE NOT TO N CALL 48 SOURS DESIGNED: DATE: FILE NAME: ,,,,_,,, 0 ILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED BEFORE 'SOU DIG 8/29/03 .. � © PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD USED FOR CONSTR�KiYm UN.E$S DaAwN: Z OCCUR THE CONTRACTOR SHALL CONSULT AHBL INC TO RESOLVE ALL SEMI BY TE AGENCY '1 8 a a 4 2 4 5 5 5 5 SCALE: , � . 20' "�° •°°�_ - «�°�, r m CHECKED: PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. No. REVISION 8Y ,��, DATE APMoYED: SHEET, �3 OF: �� Z a "w or mmm vows ,Q SGAnNEO NOV 7 2003 i 1 � Q � J a. W cc �z a O w a. cn z WV�w V Ort .'O z F- g J�� a- 316�� t 0- cr SIONAL C3 W Q a , (i9 W U Z EXPIRES Z / 6 / mb � J Z 0 OF , OZ M 000A NO KM . Z � COM MU IM we "11-23-M NO OWIM W J r WX 4M uiwOMM KWAwoN a MIY OF .4 44 0 iW icr . I. r 0 N H 11'f Y N � 1� n L � ON T.O uo O v NAND 1988 I I 9 SEWER KEY NOTES GENERAL NOTES WC4NIMMM CHECKED FOR COMPLIANCE CITY OF RENTON elf N. UTILITY CONFLICT NOTE FOR A�oVAL TO CITY STANDARDS N SIP THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, SE H 4 BY DEPARTMENT OF PUBLIC WORKS DIMENSION AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE Q E SHEET 1 FOR SEWER PIPING AND MANHOLES CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES WITHIN MAPLE AVE. NW. AND STRUCTURES. NOTIFY ENGINEER IF ANY LOCATION DIFFERS BY PLANS OR NOT BY POT HOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL FROM THAT SHOWN ON THE PLAN. DATE ANCHORS AT 50 FOOT INTERVALS 0 EWE R PLAN 13 z PROVIDE PIP INCLUDE, CALLING UTILITY LOCATE AT 1 -800- 424 -5555 AND THEN POT D HOLING ALL UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO ON SEWERS WITH GREATER THAN 15X SLOPE. 2, SIDE SEWERS SHALL BE LAID AT 2.0X MIN. SLOPE. DATE °D PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID a PROVIDE SANITARY SEWER CLEANOUT PER DETAIL TlESE NAWIM ARE NOT TO N CALL 48 SOURS DESIGNED: DATE: FILE NAME: ,,,,_,,, 0 ILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED BEFORE 'SOU DIG 8/29/03 .. � © PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD USED FOR CONSTR�KiYm UN.E$S DaAwN: Z OCCUR THE CONTRACTOR SHALL CONSULT AHBL INC TO RESOLVE ALL SEMI BY TE AGENCY '1 8 a a 4 2 4 5 5 5 5 SCALE: , � . 20' "�° •°°�_ - «�°�, r m CHECKED: PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. No. REVISION 8Y ,��, DATE APMoYED: SHEET, �3 OF: �� Z a "w or mmm vows ,Q SGAnNEO NOV 7 2003 i 1 1c� N V 0 w O z 0 z �z O ' fD Q f� Z '17 r 0 N �m > �> 1 z W N 1c� N V 0 z 0 c > Q W Z U p Z CL w z� 0 Z c �- O Z w frf Q a W a a Q W J Q V N t- O a R NTON PLACE DIVISION III LOW PONT acv = 144.19 11-IE NORTHWEST DUAR'TER OF SE-CT10N 189 T23N, RSE, W.M. LOW POINT STA = 4 +6218 CITY OF RENTON, KING COUNTY, WASHINGTON PA STA =5+00 PIA ELEV = 143.75 A.D. = 8.20 �el K = 12.20 Aj c 100.00' VC UGH POINT ELEV = 151.42 HIGH POINT STA = 6 +28.18 PIA STA = 6 +25 PVI ELEV = 152.75 A.D. = -13.34 K = 6.00 80.00' VC W Go co N W �- o FLOWUNE ELEV OF o + rn �•, + o � o o EASTING GROtMD AT W Z N INERT CURB (RT.) C) + ^ n' _ N -� __ ___ _._ co .. .. . Et.EV T10N OF _ _ . � _ "NOiE EXACT IOCJI110N AIrD A EI�ISTMIG - m _--- - - - - -- _ ._.__ _ 3 aD � c� W 158 SE1rER STUB _ _ _ _____ UNMM SHALT. POTHaF _. _^ - __ ____ ._ _ _ - - _ t7 - =_ __ -- -- - - - - -- - -- __ . �_ _ _- �. o __ - _ _ . _ 56 �-�--� ARC► TO VEF�FY LOCATION AID? 61VATM - -- ^- - _ M -� _ -- __- - EXISTING WATER _ _ � ____._ _. .d o EXISTING GRADE AT -� w w ELfV iif�V PRIOR TO ___�______.__ . __ __ _ EXISTING EDGE oI: _ > j CUISMX710N. CONTRACTOR SHALL NOTIFY _ _._ _ -F-- _ 'm m - EXACT DEPTH - - _ -- - `_ -- ArLl 0% not 154 _ R-� TOr _ { __ _ - -- - - 149' Q 0 a DESIGN ASSIWRONS. - - _ _ _ . _ - '_ _ w _ �. _ _ _.__ - _ r- T ---- ------- ° 150 _ - -- _ - -- -_ ..- _148 _.._. - 14 _ ,. - - __ _ - -_- - a - _ -WATER -3 MIN 236 LF 8 DI CL. 50 0 0.50 COVER 1 -Ex. i 16± LF 8 Eolvc. � 0.50 (ASSUMED) ° � �- � -- _ _ �___ _ _. _ _ . ---�- _= __ - -_ -� _ 142 - -- � 3.77 __ - 200LF 12 DI _ __- EX. _ co _ E B 54 6 SEE DETAIL - - - -- - - - - -_ __ STA 3+11.70,4.00' R _- y ,EXS.SM.H flN5Z AL._ --9 IM 132 STA 1 +95.57,4.02 R _ _ -- -___ _._. -_- ___. - -- - _ _ _ _ 145 07 ± (MAT _ _--- ._ : . _ . _ _ __ _ _. _ _ __ _ �. 130 RIM 143.35 " - -.__ .__. ____� _...___ __ . __ _. ______ - _ __ __._ _ _ ___ _� ---- _ -� -_ _.______ ._ ___. _ ______ _ ___ _,_ _ ___ _ IE 139.58, 8 S ___ _ __.. __ _ .. -_ __ _ _..._ ___ _ _ IE 138.90 8 S �___ ___�- -.__ __ _�.. ___ - ______ .. - _._____.__. __ .. __ - -___ __ _ . _ -- " _ 128 • IE 139.48±, 8 N (EXIST., FIELD ____ - _ __ -- _ NW _ �- _ ______� ___ -__ SEE DETAIL) _ ______ - 26 �_IriAPLE AVE _ - SSMH 2 ~TYPE B 54" IE 13 _.____ ._.. _. _ _ - _. __ _ - _ ___ __ -_.. _-. __ _ _ - - -- _ __ A . H - - - -- _ -___ .._ _ - - ._ _ 5 55, 12 N -- - - -_ SC LE• ORZ 1 - R _ _ . _ 7.4 . VE IFY PRIOR TO CONSTRUCTI N 20 STA +4 ,14 67 R -_� 5 _ _ __..__ ___ _ ___ __ _ _ _ EW GRAD 124 VERT 1' 10' - .1�iM 146 90± (MATCH N E --�`-- _ _ -- I 140.76 8" N 122 1 ++ O + I 1� I Lo N i Lo �D rte. �- raj ! Ll-j CV I N N CV i ^ f1p 0p M Lo N n co CN 114-, �� ti '�- Lri filet �i� cD�n p O .d:; Liz I L(7 Ln � I r _ P a m- � �n a 1-30 7D J t- aF Q ;cr O ;m 03 - ' a 40 cn 0 V) ZZ 3 V) Q oa.. a: D a. >. Q. U z 0 c > Q W Z U p Z CL w z� 0 Z c �- O Z w frf Q a W a a Q W J Q V N t- O a R NTON PLACE DIVISION III LOW PONT acv = 144.19 11-IE NORTHWEST DUAR'TER OF SE-CT10N 189 T23N, RSE, W.M. LOW POINT STA = 4 +6218 CITY OF RENTON, KING COUNTY, WASHINGTON PA STA =5+00 PIA ELEV = 143.75 A.D. = 8.20 �el K = 12.20 Aj c 100.00' VC UGH POINT ELEV = 151.42 HIGH POINT STA = 6 +28.18 PIA STA = 6 +25 PVI ELEV = 152.75 A.D. = -13.34 K = 6.00 80.00' VC W Go co N W �- o FLOWUNE ELEV OF o + rn �•, + o � o o EASTING GROtMD AT W Z N INERT CURB (RT.) C) + ^ n' _ N -� __ ___ _._ co .. .. . Et.EV T10N OF _ _ . � _ "NOiE EXACT IOCJI110N AIrD A EI�ISTMIG - m _--- - - - - -- _ ._.__ _ 3 aD � c� W 158 SE1rER STUB _ _ _ _____ UNMM SHALT. POTHaF _. _^ - __ ____ ._ _ _ - - _ t7 - =_ __ -- -- - - - - -- - -- __ . �_ _ _- �. o __ - _ _ . _ 56 �-�--� ARC► TO VEF�FY LOCATION AID? 61VATM - -- ^- - _ M -� _ -- __- - EXISTING WATER _ _ � ____._ _. .d o EXISTING GRADE AT -� w w ELfV iif�V PRIOR TO ___�______.__ . __ __ _ EXISTING EDGE oI: _ > j CUISMX710N. CONTRACTOR SHALL NOTIFY _ _._ _ -F-- _ 'm m - EXACT DEPTH - - _ -- - `_ -- ArLl 0% not 154 _ R-� TOr _ { __ _ - -- - - 149' Q 0 a DESIGN ASSIWRONS. - - _ _ _ . _ - '_ _ w _ �. _ _ _.__ - _ r- T ---- ------- ° 150 _ - -- _ - -- -_ ..- _148 _.._. - 14 _ ,. - - __ _ - -_- - a - _ -WATER -3 MIN 236 LF 8 DI CL. 50 0 0.50 COVER 1 -Ex. i 16± LF 8 Eolvc. � 0.50 (ASSUMED) ° � �- � -- _ _ �___ _ _. _ _ . ---�- _= __ - -_ -� _ 142 - -- � 3.77 __ - 200LF 12 DI _ __- EX. _ co _ E B 54 6 SEE DETAIL - - - -- - - - - -_ __ STA 3+11.70,4.00' R _- y ,EXS.SM.H flN5Z AL._ --9 IM 132 STA 1 +95.57,4.02 R _ _ -- -___ _._. -_- ___. - -- - _ _ _ _ 145 07 ± (MAT _ _--- ._ : . _ . _ _ __ _ _. _ _ __ _ �. 130 RIM 143.35 " - -.__ .__. ____� _...___ __ . __ _. ______ - _ __ __._ _ _ ___ _� ---- _ -� -_ _.______ ._ ___. _ ______ _ ___ _,_ _ ___ _ IE 139.58, 8 S ___ _ __.. __ _ .. -_ __ _ _..._ ___ _ _ IE 138.90 8 S �___ ___�- -.__ __ _�.. ___ - ______ .. - _._____.__. __ .. __ - -___ __ _ . _ -- " _ 128 • IE 139.48±, 8 N (EXIST., FIELD ____ - _ __ -- _ NW _ �- _ ______� ___ -__ SEE DETAIL) _ ______ - 26 �_IriAPLE AVE _ - SSMH 2 ~TYPE B 54" IE 13 _.____ ._.. _. _ _ - _. __ _ - _ ___ __ -_.. _-. __ _ _ - - -- _ __ A . H - - - -- _ -___ .._ _ - - ._ _ 5 55, 12 N -- - - -_ SC LE• ORZ 1 - R _ _ . _ 7.4 . VE IFY PRIOR TO CONSTRUCTI N 20 STA +4 ,14 67 R -_� 5 _ _ __..__ ___ _ ___ __ _ _ _ EW GRAD 124 VERT 1' 10' - .1�iM 146 90± (MATCH N E --�`-- _ _ -- I 140.76 8" N 122 1 ++ O + I 1� I Lo N i Lo �D rte. �- raj ! Ll-j CV I N N CV i ^ f1p 0p M Lo N n co CN 114-, �� ti '�- Lri filet �i� cD�n p O .d:; Liz I L(7 Ln � I r _ P a m- � �n a 1-30 7D J t- aF Q ;cr O Of • a s • 2 +00 3 +00 SANITARY SEWER NOTES & SPECIFICATIONS 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. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING .4 BUILDING /PUBLIC WORKS DEPARTMENT AT 235 -2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT 72 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 3. 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. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE DATUM CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AID CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRECONSTRUCTION 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 UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING 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. IT 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 HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL 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 VERTICAL F)ATI J M �1 1 1 of nLv vry vGvt,n # 1919 CHISELED SQUARE AT TOP OF STAIRWAY AT NORTH END OF CUL DE SAC ON THOMAS AVE. SOUTH ACROSS THE STREET FROM 13208 RENTON AVE. SOUTH. ELEVATION = 236.65 NAVD 1988 4+00 5 +00 24 "x 6" FRAME AND LIP PER C.O.R. DRAWING BR29. 6 +00 W3 4D 41 NOTES: 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO BE PER C.O.R. DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. OPENING SHOULD BE ON DOWNSTREAM SIDE. 6. ALL JOINTS SHALL BE GROUTED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. 12. 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. 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 14. 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. 4 TESE DRAWNA8 ARE NOT TO BE 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PRE:>� 1RED FOUNDATION IN V� F� C� �ES� ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY so= By � �w AamY I RECOMMENDED LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS F0R ApMVAL 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. By PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. BY 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM 0 BY 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH CALL 48 HOURS ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH BEFORE YOU DIG PAVING 1- 800 - 424 -5555 L 92 r r � F Ft 263 SANITARY SHALLOW MANHOLE TYPE B ADOPTED ARclff W w 11ON 8 MDR PIAM tat DATS:12/N DWG. NAME: BR37 SP PAGE: B072 CHECKED FOR COMPLIANCE TO CITY STANDARDS A 0,�� DATE DATE e� DATE �i. CD of •n,O b �L S fa1VAL ` q EvwEs 216106 REUSE OF DOCUMENTS M Mal No M !0 r1EC'wowaU M a0000 m am me w own " 4M U Mi11IMM ALTEMTANI W W W THE wow" all m MUM ELL Oft ow THE coeww". In QR1i1c " w souTUllE. W 4W 00 1 F 0 4 OM WO Oft AS M rISTImIENT of P utoo k tea. Is w provTv W *a w K NOT TO M um M ow 0 M PMT. FO ANT OAS RIMT e11W ft TwTe A rm=ATTOI a ANw i� r� �r 13 Cn c v L od L. c O �- U � z cl) cm �Co� Oww) >3 O fl oz8 QZ� >cd VoO .__! c > r demo r c L O Q� 0 = U > � �-0.. C loop mm� 5 M - 8:3 Z O 00 Q w U z 0 3:: .J 0 w NIF �m ,i AM ;m 03 V W a J (,j cn 0 W ZZ 3 Of • a s • 2 +00 3 +00 SANITARY SEWER NOTES & SPECIFICATIONS 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. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING .4 BUILDING /PUBLIC WORKS DEPARTMENT AT 235 -2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT 72 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 3. 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. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE DATUM CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AID CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRECONSTRUCTION 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 UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING 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. IT 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 HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL 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 VERTICAL F)ATI J M �1 1 1 of nLv vry vGvt,n # 1919 CHISELED SQUARE AT TOP OF STAIRWAY AT NORTH END OF CUL DE SAC ON THOMAS AVE. SOUTH ACROSS THE STREET FROM 13208 RENTON AVE. SOUTH. ELEVATION = 236.65 NAVD 1988 4+00 5 +00 24 "x 6" FRAME AND LIP PER C.O.R. DRAWING BR29. 6 +00 W3 4D 41 NOTES: 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO BE PER C.O.R. DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. OPENING SHOULD BE ON DOWNSTREAM SIDE. 6. ALL JOINTS SHALL BE GROUTED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. 12. 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. 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 14. 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. 4 TESE DRAWNA8 ARE NOT TO BE 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PRE:>� 1RED FOUNDATION IN V� F� C� �ES� ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY so= By � �w AamY I RECOMMENDED LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS F0R ApMVAL 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. By PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. BY 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM 0 BY 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH CALL 48 HOURS ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH BEFORE YOU DIG PAVING 1- 800 - 424 -5555 L 92 r r � F Ft 263 SANITARY SHALLOW MANHOLE TYPE B ADOPTED ARclff W w 11ON 8 MDR PIAM tat DATS:12/N DWG. NAME: BR37 SP PAGE: B072 CHECKED FOR COMPLIANCE TO CITY STANDARDS A 0,�� DATE DATE e� DATE �i. CD of •n,O b �L S fa1VAL ` q EvwEs 216106 REUSE OF DOCUMENTS M Mal No M !0 r1EC'wowaU M a0000 m am me w own " 4M U Mi11IMM ALTEMTANI W W W THE wow" all m MUM ELL Oft ow THE coeww". In QR1i1c " w souTUllE. W 4W 00 1 F 0 4 OM WO Oft AS M rISTImIENT of P utoo k tea. Is w provTv W *a w K NOT TO M um M ow 0 M PMT. FO ANT OAS RIMT e11W ft TwTe A rm=ATTOI a ANw i� r� �r 13 Cn c v L od L. c O �- U � z cl) cm �Co� Oww) >3 O fl oz8 QZ� >cd VoO .__! c > r demo r c L O Q� 0 = U > � �-0.. C loop mm� 5 M - 8:3 Z O 00 Q w U z 0 3:: .J 0 w NIF �m ,i AM ;m o oc a � DATE: 8/29/03 0 > ZZ 3 W Q m a: D on w >. Z U m Q Q O W J a CL Z Q LL a- Q (l) 0 0 oo'ol � 0 CV w 0 X cr z� r� ` col m 0 Of • a s • 2 +00 3 +00 SANITARY SEWER NOTES & SPECIFICATIONS 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. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING .4 BUILDING /PUBLIC WORKS DEPARTMENT AT 235 -2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT 72 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 3. 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. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE DATUM CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AID CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 5. A PRECONSTRUCTION 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 UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING 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. IT 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 HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL 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 VERTICAL F)ATI J M �1 1 1 of nLv vry vGvt,n # 1919 CHISELED SQUARE AT TOP OF STAIRWAY AT NORTH END OF CUL DE SAC ON THOMAS AVE. SOUTH ACROSS THE STREET FROM 13208 RENTON AVE. SOUTH. ELEVATION = 236.65 NAVD 1988 4+00 5 +00 24 "x 6" FRAME AND LIP PER C.O.R. DRAWING BR29. 6 +00 W3 4D 41 NOTES: 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY STEPS OR EQUAL. 2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED. 3. CASTING TO BE PER C.O.R. DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. 5. OPENING SHOULD BE ON DOWNSTREAM SIDE. 6. ALL JOINTS SHALL BE GROUTED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING, COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC- CONSEAL OR APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE. 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. 9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE DIAMETER OF THE LARGEST PIPE. 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL. 12. 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. 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. 14. 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. 4 TESE DRAWNA8 ARE NOT TO BE 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PRE:>� 1RED FOUNDATION IN V� F� C� �ES� ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY so= By � �w AamY I RECOMMENDED LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS F0R ApMVAL 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. By PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. BY 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM 0 BY 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH CALL 48 HOURS ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH BEFORE YOU DIG PAVING 1- 800 - 424 -5555 L 92 r r � F Ft 263 SANITARY SHALLOW MANHOLE TYPE B ADOPTED ARclff W w 11ON 8 MDR PIAM tat DATS:12/N DWG. NAME: BR37 SP PAGE: B072 CHECKED FOR COMPLIANCE TO CITY STANDARDS A 0,�� DATE DATE e� DATE �i. CD of •n,O b �L S fa1VAL ` q EvwEs 216106 REUSE OF DOCUMENTS M Mal No M !0 r1EC'wowaU M a0000 m am me w own " 4M U Mi11IMM ALTEMTANI W W W THE wow" all m MUM ELL Oft ow THE coeww". In QR1i1c " w souTUllE. W 4W 00 1 F 0 4 OM WO Oft AS M rISTImIENT of P utoo k tea. Is w provTv W *a w K NOT TO M um M ow 0 M PMT. FO ANT OAS RIMT e11W ft TwTe A rm=ATTOI a ANw i� r� �r 13 Cn c v L od L. c O �- U � z cl) cm �Co� Oww) >3 O fl oz8 QZ� >cd VoO .__! c > r demo r c L O Q� 0 = U > � �-0.. C loop mm� 5 M - 8:3 Z O 00 Q w U z 0 3:: .J 0 w NIF �m ,i AM .4� . 0� LY_ W Vu) Z w m ! y Z-0 rn;. V � QUA0 n Q c D 3 o cr amain jr t M W <0 W V Z 2R 8" ZV) Q Ziv z J W CITY OF RENTON DEPARTMENT OF PUBLIC WORKS SEWER ;m z 0 oc OESKiNEO: m DATE: 8/29/03 0 > w z Q m o w >. Z U m Q Q O W J j CL Z Q LL z (l) 0 0 � 0 CV w 0 cr .4� . 0� LY_ W Vu) Z w m ! y Z-0 rn;. V � QUA0 n Q c D 3 o cr amain jr t M W <0 W V Z 2R 8" ZV) Q Ziv z J W CITY OF RENTON DEPARTMENT OF PUBLIC WORKS SEWER PROFILE & NOTES 14 OESKiNEO: DATE: 8/29/03 a z ,z FILE NAME: ORAWW: I^ SCALE: AS SHOWN � °z PN" 900 PA46 _ CHECKED: REYI810N by APPR. CAT± APPROVED: SHEET: 140F: 19 Melt ar Esc �raracs 0 o 3114, na n: SCAMED NOV • t M 0 w S z a z ,z I^ � °z 1 o r n N > O 1 > z w zi CV W 0 0 I^ r� � O w CV 0 z� m 0 � m t S 0 °M V / � a. CL iL z 0 n w 00 rlrl gz w c 'w^ J 0 w D- i 1 �o 04 o� n a a N Q x M � � m N �r y.DHIC S AF a a w IM I RENTON PLACE DIVISION III z N ( H( FM THE NORTHWEST QUARTER OF SECTION 18, T23N, R5E, W.M. s 1 inch = 20 rc CITY OF RENTON, KING COUNTY, WASHINGTON 2 +00 ,. EXISTING SEWER - j ----__ I.E. UNKNOWN 3 00 SS SS SS SS — — — -SS- — —. — a -SS-m 1 28 do do —FR —do _ a DL.,-CL. - — AL� d0 dp dO � mow �°nnOZ s oa F w 2 0 4 O¢ O O J Dc:( o�° I.E. I '� 5 za Ip s m x a vNi LL_ p LJ I / 0 - RECORD NOTE THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION SUBMITTED, I o IN PART, BY OTHER$. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, AHBL I z z o IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS A RESULT. THOSE RELYING I < ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN INDEPENDENT VERIFICATION a OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE. ES .I M N 2 +100 — W ASS SS ss- _ ss-- -- POWER POLE: W�q < � � LUMINAIRE o ° °z° roo�N+ 1'X03 VERTICAL DATUM - - 3 - — - RIL 201 CITY OF RENTON BENCH # 1919 FOUNDI /2REBARI °o J CHISELED SQUARE AT TOP OF STAIRWAY AT NORTH END OF CULLS 29537 w DE SAC ON THOMAS AVE. SOUTH ACROSS THE STREET FROM z 13208 RENTON AVE. SOUTH. o ELEVATION = 236.65 � NAVD lass SEWER KEY NOTES UTILITY CONFLICT NOTE OPOP pp -.- OP -....____- - -._-- OP REFERENCE EXIST. o WATER LINE ON CITY o ¢ — OF RENTON WATER o — PLAN NUMBER W1769 — GENERAL NOTES THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, SEE SHEET 14 FOR SEWER PIPING AND MANHOLES 1. CONTRACTOR TO VERIFY LOCATION OF ALL EXISTING UTILITIES DIMENSION AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE WITHIN MAPLE AVE. NW. AND STRUCTURES. NOTIFY ENGINEER IF ANY LOCATION DIFFERS PLANS OR NOT BY POT HOLING THE UTILITIES AND SURVEYING THE FROM THAT SHOWN ON THE PLAN. HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL PROVIDE PIPE ANCHORS AT 50 FOOT INTERVALS m INCLUDE, CALUNG UTIUTY LOCATE AT 1- 800 - 424 -5555 AND THEN POT ❑2 HOLING ALL UTILITIES AT LOCATIONS OF NEW UTIUTY CROSSINGS TO ON SEWERS WITH GREATER THAN 15% SLOPE. 2, SIDE SEWERS SHALL BE LAID AT 2.0% MIN. SLOPE. PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID a PROVIDE SANITARY SEWER CLEANOUT PER DETAIL 10 UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED o PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT AHBL, INC TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. `4 1 x Mif V, oN�l _ o KO, U N H I woj _ vr'io a o� zc:�aw ...... rr u a J RECOMLE NDED FOR APPROVAL BY BY BY CALL 48 HOURS 1 AS -BUILT BEFORE YOU DIG 1- 800 - 424 -5558 F'Rl� CHECKED FOR COMPLIANCE TO CITY STANDARDS nATF DATE DATE 3/12/04 C w� O W L L o. o 0 Ca 0 3 3 0 4) Z m 0 �?a O 0 W Z8 Q�9tmu� =r Im c, m) CLQ O Q c cfi C13 so J04— Iac mmm 5'2gm Z O F- 0 IQ U � O W I- z _/ 1V w 3 J W O W it llit 1•i•I U) V) Q �a�sa o art ,j V) 0_ V) stONAL 't�� �l�l W UO W (.) z ( zieims ZpJr2� A FaM OF oaa ar,� Z z " 1 ° xiwmosawm�lsmaaillmmy W J fmm www wim wawa as acmmen wt 010401: K DOMWK w CIRMON s0 SWAM KaF IF Cr wmvwi>m0400.ac.w Q x 6R� f /IIaEB01M.3AQ D K WA M m m WF.wI' alelwo[er wMWF K wma a.civsw or .e. CITY OF RENTON N DEPARTMENT OF PUBLIC WORKS SEWER PLAN 13 z g m VED: DATE: FILE NAME: O ° 3/12/04 ? ?? ? -??? 8 M J ;ED: SCALE: 1' = 20' c1ELD aOdG_ VAfB_ REVISION BY I APPR, DATE APPROVED: SHiEef: 13 OF: 19 2 sasc+os or .vax 0400 `t SCANNED OCT v o 2o6r i /}i3:izJ��c� SGB�CIQ QCT 0$ ZZ F'` 3 J4 ■ O co N Z m 0 J m � C Col 6o RENTON PLACE DIVISION III HIGH POINT ELEV = 151.42 LOW POINT ELEV = 144.19 HIGH POINT STA = 6 +28.18] O " O THE NORTHWEST OUARTER OF SECTION 18, T23N RSE, W.M. WWM LOW POINT STA = 4 +62.18 PVI STA = 6 +25 'p O , crry OF RENTON, KING (BOUNTY, WASHINGTON PVI STA = 5 +00 PVI ELEV = 152.75 Co O U 3:3: PM ELEV = 143.75 A.D. = -13.34 K= 6.00 4- e ILA.D. = 8.20 Z C13 N CL K = 12.20 80.00' VC C = ° w o 100.00' VC �` � O O Y Z8 zz 0 4) V es > QN (n W W � �3 w FLOWLINE ELEV OF cc) in ° M i N� ky w N CO ul 7 C �, !L g > Q ~ O o EXISTING GROUND AT N VERT CURB (RT.) o N L + °; n d °; CD m C/i w- J � m� i ° Lij Z � -- _ -�; _- I m Q _ -_ _ (: 158 U J Z (.)0 -18 .- EVXBAGT�- C A - A f NON- DIOOR S ATONp-G- __ -- - - - 6 r U Q+C o _ A*NROETAET.9 tLoOm �aDn- 1LAi1E_EV1A,+n-ATI, -OPF R ( MZ l� NU_CRAJE _ _ I- $-- t115554 a.T. L •a-? ' O - di . _ 2 m m CIL Lli li TOSHLF- NNE- r _DESIGN- 150 ASSIJMP11 0NSZ 48 Z O .TON- . 6 g 146 _ - - - -- - Z Ld 11- 6f- -EF 8 - GONG` *-0. - 0 "- -s -I F$ =Bf-� 5 @� -�-a - --� 142 U Z _ 7_% =J_1 ` ----- � JML '"SMfi 1 -TIFF SFE -K-jAJ - =� _ 13 a _.. EXS4MM _ 130 " STi 1 9S 57 4 02 R%iCL1 = €e - -- 12 R!M 1-433 IE - 18:901,'- 3 126 -- VERIFY -PRIQRT- G-6NSTRtf�'iifl�� -_ - _ SGAEE HA; _-_ _ _. 1- -20 " - - ". 5 08- - -' _ - 1 122 w a O M O) N N N po dam- d- :f 00 d- _ Nom. d' QO o d- Lo to cO N '- to . .-- z co O J 2 +00 3 +00 4 +00 5 +00 6 +00 w O ' co < Z W O SANITARY SEWER NOTES & SPECIFICATIONS co Z v 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 24 "x 6" FRAME AND UP ar, � Q W Z -1 - F o m\ �� I STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PER C.O.R. DRAWING BR29. NOTES: z O i a o PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT AT 235 -2620. ALL STREET CLOSURES, PARTIAL 1. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED SAFETY W OR FULL, SHALL BE APPROVED BY THE PLANNING /BUILDING /PUBLIC WORKS DEPARTMENT 72 4" MIN. TO STEPS OR EQUAL = HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE -' 12" MAX. 2. STEPS ARE TO BE' IN PLACE BEFORE MANHOLE SECTIONS NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. ARE INSTALLED. z 0O €' 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC VERTICAL X 3. CASTING TO BE PER C.O.R. DRAWING BR29. 4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. In r a o a a WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE � 24" DATUM I z 5. OPENING SHOULD BE ON DOWNSTREAM SIDE. 6. ALL JOINTS SHALL BE GROUTED. 7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR Qi. c\ CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT Ld'CATION SO AS TO AVOID DATUM CITY OF RENTON BENCH o SURFACES, INCLUDING CHANNELING, COATED (SEALED` w W DAMAGE OR DISTURBANCE. 12" # 1919 o w Z Work a ulr_u cnl lnc IlaGrueur_caanNC; WASSER MC CONSEAL OR APPROVED EQUAL, COLOR OF COATING SHALL BE WHITE. - 5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO CHISELED SQUARE AT STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL TOP OF STAIRWAY AT o a m 8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C -443. y NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED NORTH END OF CUL DE > 9. CHANNEL HEIGHT SHALL BE A 'MINIMUM OF 3/4 THE INSIDE BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S SAC ON THOMAS AVE. 4" 54 "- DIAMETER OF THE LARGEST PIPE. W RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL , 19� CONSTRUCTION. SOUTH ACROSS THE 10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK -SEAL N w e ..ae STREET FROM 13208 d. '" ADAPTOR, KOR -N BOOTS OR APPROVED EQUAL. nsss 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF ° RENTON AVE. SOUTH. a CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY a ELEVATION = 236.65 a NAVD 1988 >. �' .4.4 . I. F OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. e. 6" W U o \ w ,.. P:'.. y►. CO (n saa 0 r, a 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. ( I 6„ ot ��rO,pa ai 9s _ Z O �n <U� �'�o a�g 3 >- m 9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION Is IN PROGRESS. RECORD NOTE SANITARY SFIALLOW MANHOLE TYPE B W4r 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF THE THESE RECORD DRAWINGS HAVE BEEN PREPARED BA D ON INFORMATION SUBMITTED, SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED IN PART, BY OTHERS. WHILE THIS INFORMATION IS 8 EYED TO BE REUABLE, AHBL PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. IS NOT RESPONSIBLE FOR ITS ACCURACY, OR ERROR OMISSIONS WHICH MAY �� Y o ADOPTED � > °aDrsr�° °Odg �. 9rDNAL jle� y (L s^ W Q 0 i ao W Nz� x= HAVE BEEN INCORPORATED INTO THIS DOCUMENT AS RESULT. THOSE RELYING INDEPENDENT pD� p B �PN�o� cwm 2 /6 /a* p J ^ x 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAIN VERIFICATION AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PU OSE. LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR 10 a EDITED NOTES 3/8/95 EDITED NOTES IST Dl's 12�a DCV AG DCV AG DWG. NAME. BR37 SP PAGE: B072 IBM OF OOEXIIRM: >ta emkim NNI m sm OE6NNN'.LLT N ACCOOM" US- M- = 100WVt ��,O„IN xNNu� W J � � - ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS DATE REVISION BY PR � COM TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. ,UCWWWAaNNNMUME moms m Ea Z p cn 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERU( PREPARED FOUNDATION IN 1PN6 NB"woom NNgE a N vN:[ wN NN aet PNO[CT NNNIf ➢E "m"'"1pAPAtOM°"OL �>j BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ACCORDANCE WITH SECTION 7- 02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD ASPHALT SHALL BE NEATUNE CUT WITH SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY REC OMMENDM CHECKED FOR COMPLIANCE CITY OF RENTON MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL BE PER CITY RENTON 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 FOR APPROVAL TO CITY STANDARDS i OF CURRENT STANDARDS. THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON'A UNIFORMLY DENSE UNYIELDING BASE. BY DEPARTMENT OF PUBLIC WORKS PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE PIPE. BY DATE 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. �s DATE SEWER PROFILE & NOTES 14 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM D BY m 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE 3034, SDR 35, OR DUCTILE IRON CLASS 50. DATE a SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE CALL 48 HOURS ■ 1 AS -BUILT MW 3/12/04 DESIGNED: COMPLETION OF CONSTRUCTION. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH YOU DIG DRAwN DATE: 3/12/04 F0.E NAME: � ? ? ? - ? ?? LL Tlf�� PAVING LBEFORE ��_���-���� CHECKED: SCALE: AS SHOWN FIELD B0M_ PAG& NO. REVISION BY APPR. DATE APPROVED: vnsora v vvRS voNas SHEET: 14 OF: 19 /}i3:izJ��c� SGB�CIQ QCT 0$ ZZ F'` 3 J4 ■ O co N Z m 0 J m