Loading...
HomeMy WebLinkAboutzS-2925SetH f ti VJ I a �a V I z N OUP O ' vI o � a F n Li O Q Z J Q d ~ � W Q U W z S � LJJ W d ti (1 a� v o Q z- U, c U J E c � ry O a�i Y� �N � �ws Z6 111111 CITY OF RENTON SANITARY SEVER NOTES AND SPECIFICATIONS 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND LATEST EDITION OF THE WSDOT /APWA STANDARDS AND SPECIFICATIONS. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL E LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERI APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 27: 6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED B1' THE TRANSPORTATION DIVISION 24 HOURS IN ADV THE POLICE DEPARTMENT. FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDA SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC N ASSOCIATION, LATEST EDITION (APWA) AND THE CITY OF RENTON STANDARD SPECIFICATIONS. 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMF AND IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY 5, A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF BACKEILLING ALL CONSTRUCTION. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THEM 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, DEVELOPMENT SERVICES DIVISION, 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. BACKFlLL 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% 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. 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 BACKFlLL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 1G 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 ONSITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 15. 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 NECESSARY 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 GARDE 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. 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE IRON CLASS 50. 17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 18 INCH ABOVE FINISHED GRADE'. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. LEGEND FIR TREE MAPLE TREE CEDAR TREE "'COTTONWOOD TPEE ��\��\��`��`'''' ':��, ALDER TREE HOLLY TREE �Y "'PLE TREE la-1 AP ,_DECIDL'OUS TREE ® WATER METER FIRE HYDRANT POWER POLE ©SIGNAL POLE V SEWER MANHOLE a CATCH BASIN S- ?9750/ 1+00 ` RECOMMENDED 0 - FOR APPROVAL j I i I f . 74 FR (I' 3�fl I` 14 11332 `�ti By r f 7 -23 a/ SIONAL BY ,_, % O O AVOID CUTTING UNDERGROUND UTILITY LINES. IT'S COSTLY EXPIRES 11/30/02 Calf UNDERCROUND SERVICE (USA) NOTE: before. you 7 EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE_' ONt. f. IT SHALL BE THE CONTRACTOR'S',RESPONSIBILJTY '1'0 DETERMINE THE fi. L/ j Dg EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXI "PING UNDER- TO COMMENCING CONSTRUCTION 40 (,ROUND UTILITIES PRIOR REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN C C 1- 800 - 424 -5555 HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTIUTIES NOT SHOWN LORBEFOREEYCIU T SHOWN IN THEIR PROPER LOCATION_ SCANNED FES 15 2002 1- 0 N 8 11 L y - 0 w Q� J N Q W O CC Q z� w J N W d n Y ^ n /Vy�O x as N � N z p4 a o a E F EDO c crn c h O � FL �r 4� �a Dow II W y °`y SSMH# 5A STA. 6 +55, 5'L RIM= .446_85; INV OUT = 432.86 PROPERTY LINE z 6' 0" <? FUTURE 6" BUILDING SEWER PIPE BUILDING SEWER ? -2 "z 4" STUD SERVICE MARKER PAINT LIPPER TEE WITH 6" SIDE OUTLET J PORTION WHITE ANS STENCIL ON SIDE WORDING "SEWER" WITH 3" HIGH BLACK LETTERS. w AND #6 WIRE WRAPPED AROUND THE STUD AND 6" SIDE SEWER AND BUILDING SEWER a EXTENDED TO THE TOP OF THE STUD. 0 I UNLESS OTHERWISE APPROVED BY THE CITY, MAKE TAP THr ?vi1G' -: CAST IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN. 60" ALLOWABLE MAX. VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, DI PIPE AND CI FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED OR DUCTILE IRON PIPE. 1:3:5 MIX 6.11JN CONCRETE BLLOCK NG2% MIN SLOPE HORIZONTAL EE 6" MIN. SEWER MAIN CONCRETE BLOCKING ANGLE OF TEE AT LAAIN OVER 25 TYPICAL SIDE SEWER ELEVATION STANDARD 9DE SEWER INSTALLATION NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. STANDARD SIDE SEWER INSTALLATION 5m292502 NOT TO SCALE MANHOLE FRAME AND COVER p*1 SEE DRAWING BR29 12" M'~25 ADJUSTMENT (4" MIN.) CONE 21., RUBBER GASKETED JOINTS N. STE PS - 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED 6-1 CONCRETE RISER BY PIPE INC., 7' MIN. OR APPROVED EQUAL. 48 „t.,., +w 2 +00 3 +00 4 +00 5 +00 6 +00 -. _ -.. ... _. 12" (T - MAX. PIPE SIZE - 21" I.D. T- LADDER -STD. ALUMINUM `off z OR GALVANIZED STEEL H 100.00' VC < FILLET MORTAR CONCRETE SHELF 3„ o PV STA = 5 +00 ? o o PVT ELEV 442.34 °um 1% PRECAST BASE SECTION ° A.D 1.08 0 LOW POINT ELEV 438.07 0�"' OR CAST IN SHELF. -K 92.27... - _N_.m _. __ -_ -. _ _ - -_ ____LOW - 'POINT S A.._= 0 +58- ...48._.___tt� a ... -. - __.. -. 440 .. ;. ;' CCORDANCE WITH ASTM C -443 wIw * a PVT STAI= 0 +50 °oNJ -.. 6,. IN r. 07- PVI ELEV 437.90 +6 "' m,.m A.D. 2.99 Q+ 6" MIN. (TYR) NOTES: K - 6.74 m o N °3 <� N` VC m F I. STEPS TO BE 3/4" 0 DEFORMED BAR GALVANIZED >AFE 7't ,.1 °o m . a 50 0 In w o ol o a SANITARY MANHOLE TYPICAL DETAIL STEPS OR EQUAL. f - - S N- o :?. STEPS ARE TO BE IN F'LAI:E: BEFORE. MANHOLE .EC TIONS o __ -.... -... NOT TO SCALE RE NSTALLED. n ! _.- STi G PROPO ED FIN! - _ w GROUND GRADE SANITARY SEWER NOTES AND SPECIFICATIONS 4 CTIONS TG BE Of Hf INF ORC�U FRE�.A .I w 44 w 3. CASTING TO BE PER DRAWING; BR29, a + -.... w w o MANHOLE SE .c. c- �. td 1 6 SURFACE SEWR BE MANHOLES CONCRETE. 5. ALL JOINTS SHALL SEWER MANHOLES UHALL HAVE ALL E TE D ) AE. r CHANNELING, INCLUDING �HANNE ING 1>A icD (SEALED) ». _/. p0% -.I 430 v WITH A HIGH SOLIDS URETHANE COATIN , WASSER MG- CONSEAL OR APPROVED FQIIAt.; -W _, _ - -_ ft _... _ V - COLOR OF COATING SHALL BE WHITE "^�•W -.. ,. -.r rt ,y.. T 7, RUBBER GASKETED JOINTS SHAI.i.. HF IN JNFI.1 M,il w .. „__. m mMU... .,....�. _.,.�. y 1i SSMH# 2 WITH ASTM x__443. �7. a -L ryll� WITH SMHCLEANOUT STA 2 +32, 11'L 8 DAMETER OF TO SHALL ARGES PIPE MINIMUM BLAfAUF ", ISINI THE ,f h:::G:. 262' 8" {> 67Y, - # iiN_Z9.4 44'x'8" PVC TI IN- 429.63 9. CONNECTIONS M L 188' „8' PVC® 0.40% O RIM =4 9.40 INV OUT= 429.53 ADAPTOR, KOR -N -SEAL BOOT; OR APF'H( 1,170 Fi")A[ SSMH A 6 INV IN 429.10 STA. 4+90. 5'L. INV 0 T =429.0 VERIFY ®0 0( ) � RIM= 442.23. 47% a I INV= 434.00 u -UPL' E EX. CLEANOUT TO SSMH 2 tb of ra c 1048" PVC - m ®o.ao% SSMH# 4 HORZ. i1 4' a 4� cow fEC RECOMMENDED ssMH� z srA. o +ss, s'L �i RECOMMENDED STA 2 +3 ! 771E SSMH# 3 71�%II 7 ,y OZ VIN 438.60 _ REPLACE CLEANOUT RIM 439_ STA. 1 +8$$85, 5'L IN 420 ' N - NIIA SSMH #.1 .....INV IN= 429.63 - RIM =439.1h ___.. I. - - 30.76 11332�,cO w w w w RIM= 439.40 INV OUT = 49.53 INV IN 42 .91 IS'I'hm" V o - IN IN 429.10 INV OUT = 429.81 INV OUT= 430.66 m m o INV OUIT =429.00(VERIFY)NAL BY 7 -23 -0/ AVOID CUTTING UNDERGROUND G a N.E '14TH PLACE /ILWACO 'AVENUE N!E. UTILITY LINES. IT'S COSTLY EXPIRES 11/30/02 BY 3 �w u_wi m uwi ORZ 1 40' � UNDERGROUND SERcE N,AX I NOTE: VERT. 1 4' DA V DATUM ELEV a Cal azo. ao 415.00 a, g b6fDf9 ��� EXISTING UPLITY LOCATIONS SHOWN HEREON ARE APPROFIMA'FE ONL'r mm em o If SHALL BE THE CONTRACTORS' RESPONSIBILITY TO DETERMINE THE v„1 _� _ °i o'� °.M mO D EXACT VEkTICAL AND HORIZONTAL LOCATION Or` ALL XISTING UNDER cl; ,- O< �Oa GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION NO ��� REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN p e CC, G HEREON. THE 'ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES n z 5 +00 4 +00 3 +00 2 +00 1 +00 0 +00 i +00 0 +00 1 -800- X124 -5557 NOT 5'HOWALL BEFORE EYOU ODIG: HO� 800 -H424 PROPER LOCATION Wwp- �7 -ty'f c rte, s� >yzs o �. SCANNED FEB 15 2002 s 'In I � I I I .I v! 4137 I I 'TI = f WETLAND FLAG. TYR. - 11 0 +41.44 -1 F, WE �9 +00 4 +09.58 WD -10 n 1 EGEND ME Ssa# 5A /WD -9 _� _ STA 8+55. 5l FlR TREE I 1/ / ✓ 1 WD-2 I mm_ "8.85 446.iM CITY OF RENTON T - ' .r 1 I INV OUT -442!W MAPLE TREE SANITARY SEVER NOTES AND SPEOROATIONS I , , �8 I TRACT d I 1 ,s2.3Z p 1 25' I MIN. FF= 1 ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE I � I � � r 6IIFFER SENSITIVE 1 439.0 r' - � CEDAR TREE L. STANCARDS AND SPEC OF THE CITY OF RENTON AND THE i �t AREA TRACT WD-3 0 @2 0 LATE: EDITION OF THE WSDOT/ APWA STANDARDS AND I I n' A✓ I �_ SPECIFICATIONS. 1.0• SIDEWALK` I I .TTONW000 TREE I- EASEMENT - �w.� Q 2, THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE :, .... LIMITED TO D 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS A277- OTHERWISE li 3 +04.4 J ., „ ., .. .• ALDER TREE l APPROVED S WRITING BY THE TRANSPORTATION DIVISION AT 277- - 0222 ALL STREET CLOSURES, PARTIAL OR FULL SHALL BE -6 i WD -4 / APPROVED BY THE TRANSPORTATION DIVISION ,A HOURS IN ADVANCE. - - MIN. FF= _ UJ� - / HOLLY TREE THE POLICE DEPARTMENT, FIRE DEPARTMENT AND 917 SHALL BE I � -- _ --- -- " i �•0 NOTIFIED 24 HOURS IN ADVANCE. I QY ( n lWD -5 SIDEWALK - - - jS}T}'A_ >\ `I 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 'STANDARD j / EASEMENT \3m3 TTT� SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION" O +OO R PEPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS +DECIDUOUS TREE C ASSOCIATION, LATEST EDITION (APWA) AND THE CITY OF RENTON 5+16.27 STANDARD SPECIFICATIONS. I 5981# 5 ® WATER METER _ STA 5+11.21. 5l 4. AL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE - PoM=**" ' '441:11 FIRE HYDRANT ANO IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY THE ( I - - INV: , ll. SUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR MIN. FF= INV qJT -•�" ° 43 (.6 J, P DISTURBANCE, 436.0 MIN. FF= Y 5. A PRE - CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL "' I "" I "" 14" # 6 4 0 SIGNAL POLE E RfOUTRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE I 4+90, - THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY I '\ PoM - -.: }��� 3 QS SEWER MANHOLE PER PRIOR TO STARTING CONSTRUCTION (INSPECTION WILL BE ENV- w ,3 ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON), IT I _ 1.0 SIDEWALK MIN_ FF= o CATCH SHALL BE THE CONTRACTORS RESPONSIBIIItt TO NOTIFY THE CITY I -- - EASEMENT 436.5 _ INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL 2+90 5}�UPEg ` CONSTRUCTION I� n-, c. CONTRACTOR IS SOLELY RESPONSIBLE FOR THEM MEANS, METHODS 5 Tr ,° AND SEOVENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS _ I - - MIN! P _ _ AND OTHERS ON THE CONSTRUCTION SITE. C0 STA. 2 +24 ` : y` Q Q o f - 435.0 1 _ 4 iT SHALL BE THE RESPONS13iL1TY OF THE CONTRACTOR TO --1- - - - - - MIN. FF - OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY _ 2 +10 4350 MIN. FF= - L Z tw CONSTRUCTION. I 435.5 STA _ C� 2+36 ' � W a n. PLAINS enoonyrn av THE CITY OF gcurnN, DEVELOPMENT SERVICES DIVISION SHALL TAKE PRECEDENCE OVER ALL OTHER 16 i PLANS a. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE M14340 STA 1 +6 1-1- 5 �E WHENEVER CONSTRUCTION IS IN PROGRESS. STA 1 +66. MIN. FF= MIN. FF= 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN I 434.0 4-3&5-0 STA i+8m SCALE 1- = 46 _.-,ESE PLANS APE'AS_SUILT' i AS -BUILT DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN SIDE SEWER cie, THE INFORM: 7N SHOWN Q. I I os SEMENAac- _o e STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR - - EASEMENT ®2.00�._TYP LICENSED PROFESSIONAL SURVEYOR. _ At.:URATELY REFL-TS EXISTING % 0.50• SIDEWALK 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE 17 _ _ EASEMENT u�r7" -�. F::LD CONDITIONS AS OF THIS PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES. MIN. -FF =- STA 1 +1 10 I "T DATE:/Jfj Z sj R� MAXIMUM. DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 433.0 S 95% OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND -4- MIN. FF= Qo • STA. 1 +09 WILLIAM SHUPE HOUid�..32G P­ 11 3. }3 FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR i0 THE _ 433.0 MIN. FF= rs� I - 33 SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER PIPE 434.0 STA 1+ SHALL BE THE SAME AS DESCRIBED. 12. OPEN OUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING .. -_ TRAVELED ROADWAY SHALL HE BACKTO THE WITH CRUSHED ROCK AND I 1.Q 1 292503 MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL �++ E NEATLINE CUT WITH SAW IN A CONTINUOUS LINE A TEMPORARY MIN. _ 432.0 STA 0+6_ ,= T MIX PATCH MUST BE PLACED IMMECA«Y AF ER BACKFiLL AND - SSMH -'2 I r STA 0 +56 - �. z - COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN '., c O DA"S A,.D S"„�� BE PER CITY OF RENTON CURRENT STANDARDS. A'AISIA 2 +32 '11L l� Y RIM= DATUM SHALL BE CITY OF RENTON U.S C. AND G . REPLACE JLEANOUT 47/1.Ig INVlMT= 429:85" MIN. FF= - ` x WITH SSMH# 1 4a5l$0 NV. OUT =426L} 4320 MIN. FF= 14- ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR B.(,*j RI 4d9c46 � +54 55 _43RD _ _ enri_ .0 # OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT 4�1. ®1 ENV I1 =429.10 433.0 - - STR.- THE PREVENTION OF ONSi TE EROSION AFTER 111E COMPLETION OF INV OUT= 429.00 VERIFY ) 0 +?9 �W. Ft-=, 1D �,. -I 0.50• SIDEWALK , " _ _ CONSTRUCUON. -1-- T"- {{��331. % EASEMEN .ST A T STA-U+44 11 "E'YOC 6 ^ 0+56 , 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7-023(l) OF '-d "� D`= 11 6022 THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR + '7.5' SANITARY 1+ s T ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY -I-- J S�EEA- _LSL +68 r SSMH# 4 3 STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND EASEMENT MIN FF= I "° :r,-�. _ I STA 1 +SS^ $'L BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING 20 431.0 ✓ /'� - _ - - RIM A36.Z; OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL L _r _ ° AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING - / _- , _ , I' INV OU 3 x.24 o MATERIAL TO UNIFORM GARDE SO THAT THE ENTIRE LENGTH OF THE I DRAINAGE EASEMENT �..- STA 1 I ✓r PIPE WILL E`E SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE _ # } d PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND BELOW THE if -SSMH 3 J_ -0-}61 lTq F ~ 3 a PIPE. I STA - 10' SANITA_R50• SIDEWALK 5 0 +22 ✓ ' SEWER EASEM N EASEMENT _ INV'IN= 429374 \ n w 76. SANITARY SEXIER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) -' " - INV N \ \ \ \ C RUBBER GASKETED ASTM 3034, SDR 35, OR DUCTILE IRON CLASS 50. -�1 �! `131? &L L 1 MIN. FF= 22 23 24 �5 ± 1 7 IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES 432.0 0 AND MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA. 10' POWER LINE ESMT MIN. FF= MIN. FF= MIN_ FF= _ COVER MUST SLOPE IN AL DIRECTIONS TO MATCH PAVING FOUND REBAR REC -RO. 88041717410 -2'� 432.0_ 4320 11 MIN_ FF L- AND CAP �j` 3' DRAINAGE ESM 432.0 - - L 42�`- - 1 r REC. - I , - {I 861274078078 2 I 1 � II &_87071 41025 V NPLACEJ .. a6 - -_ __j____ . .APPRQX._L_OCATIQ1 EX_WA1T~_ly_gIN_ � -- - - - - -- PE 41-0 _ a +oo N.E. 4TH ST. 4 3 +00 � (Z - -- --+-- - z +oe _ +oc k RECOMMENDED o fOR APPROVAL Ily ioKAy 1ST BY 7h7LllL a Z a A%%0 CUTTING UNDERGROUND G „!Run' UNES. IT` COSTLY IiXPIRffi 11/30/02 m aw W O UNDERGROUND SERVICE (USA) all NOTE: a. S before you EXISTING UTILITY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY. SHALL THE CON74 ACTOWS RESPONSIBILITY TO DETERMINE THE �� 9- EX ACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER - GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION. NO REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN i HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTWTLS 1- 800 - 424 -5555 NOT SHOWN LLRBEFOREUTILITIES NOT HO1-800-424-5555 PROPER LOCATION ,j -?p7 SCANNED FEB 152002 s SCANNED SEP 13 2002: . All�E� Jill 011111, -i 17 0 N v J N � z N °e � C3 �z a z z 0 0 ly ¢ < R U of K M u Q PV STA = 2 +00 PM ELEV = 440.50 1' Ili o W LOW POINT ELEV = 436 56 f A.D. _ -2.58 LOW POINT STA = 0 +53.15 K = 38.71 P" STA = 1 +00 100.00' VC Q '� 450 Pm ELEV 436.50 A -D. = 4.13 K = 24.21 .. 1 1 00.00' vC N n � a U O p > j + M � U e + m n m I > w 440 a° 0 rT Z Q E i" a �Z �W L~ W a a I--1 o � E E \ E ITT N c X71 c 0 a� t o T" 8 119 LL� I f I I I > G' a Z a r u U a � L 0 SAWCUT AND - - - - - - - MATCH EXISTING - -^""'• ASPHALT 43C SSMH# 4 STA. 1 +55.22, 51 RIM = 438.60 INV IN= 430.76 INV OUT = 430.66 i S" o m m � 6 � a 3r1 + < W N EXISTING GR 11429 '' PROPOSED FINISH GRADE Ai CEt87ERUN£ 1 144^•8'PVCO i 356 "r8'PVC O 0.40 JERICHO AVE N.E. L s' "5 5 STA 5+11.2, 5'L HORZ. 1" 40' RRe1444.71 INV IN= 432rSS4il•'16 VERT. 1'" = 4 INV OUT - =" 431.('6 wwp�j7�yS►'S AN 01 :FR PROPERTY LINE a i 0 0 0 FUTURE a 6" BUILDING SEWER PIPE ;� BUILDING SEVER n° N � Z � 2'"x 4•• STUD SERVICE PARKER PAINT UPPER TEE WITH 6" SIDE OUTLET J PORT[OPT WHITE ANS STENCIL ON SIDE WORDING "SEWER' WITH 37 HIGH BLACK LETTERS. Wn AND #6 WIRE WRAPPED AROUND THE STUD AND SEE MD BfA.ORVt; SEWQ2 o EXTENDED TO THE TOP OF THE STUD. K a UNLESS OTHERWISE APPROVED BY THE CITY. MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEVER MAIN WITH STAINLESS STEEL BANDS . _ WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIWL 60 " ALLOWABLE MAX. VITRIFIED CLAY. PLAIN AND REINFORCED CONCRETE. DT PIPE AND CI FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED OR DUCTILE IRON PIPE. 1:3:5 MIX ph �3NON CONCRETE G BLOCKING eVP�VN G� 2% MIN SLOPE HORIZONTAL 6 "" SIDE lX1TLET TEE SEVEER MAIN SEWER MAIN 6" MIN. - - - OF TEE AT MAN OVER 25 TYPIM& SIDE SEWER ELEVATION STANDARD SEE SEWER RWALLATM NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5" COVER AT PROPERTY - - -- LINE OR 3 -5" LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. 1,447- STANDARD SIDE SEINER INSTALLATION sm 1rv96 NOT TO SCALE VF Iff SSMH# 5A STA 6 +55,'.51 o MANHOLE FRAME AND COVER RIM =s4r �s 446.89 INV OUT- "4" -w49" 'S- _ DRAWING @R24 112° MAX CONADJUSTMENT (4' MIN -) I CONE � ! 21- RUBBER GASKETED JOINTS III �i --` 4 MN_ ,J {r{ STEPS - 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED <a T CONCRETE RISER RY PIPE !NC I° MW_ �I OR APPROVED EQUAL. jjj 48 6 +00 i i T MAX PIPE SIZE - 21' LID_ + Pfl LADDER -STD. ALUMINUM OR GALVANIZED STEEL MORTAR EILLET f'I CONCRETE SHELF 1% PRECAST BASE SECTION _ OR CAST IN SHELF. - - 440 it CORDANCE WITI. ASTM C -443 6° MIN- ( 6" MIN- (TYR) NOTES: 1. STEPS TO BE 3/4' 0 DEFORMED BAR GALVANZED SAFETY SANITARY MANHOLE TYPICAL DETAIL STEPS OR EQUAL !� NOT TO SCALE =. STEPS ARE TO BE LN PLACE BEFORE MANHOLE SECTIONS ( ARE INSTALLED TCASenNIC TO RE ecru DRAWING BR29_ MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. SANITARY SEVER � AND SPECIFICATIONS 5. ALL JOINTS SHALL BE G ROUTED. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES• INCLUDING CHANNELING. COATED (SEALED) Col' p3T7° WITH A HIGH SOLIDS URETHANE COATING, 16C -e PVC ® -B:eOR WASSER MC- CONSEAL OR APPROVED EQUAL; 430 COLOR OF COATING SHALL BE WHITE THESE PLANS ARE °AS BUILT RUBBER GASKETED JOINTS SHALL BE IN CGNORMANCE SSMH# 2 AND THE INFORMATION SHOWN WITH ASTM C-4-43 STA 2 +32, 11'L ACCURATELY REFLECTS cXESTIN® S. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE REPLACE CIEANOUT RIM= 55.53 DIAMETER OF THE LARGEST PIPE WITH SSAIH1 1 INV IN= a�9- Q34�q.gg FIELD CONDITlCISIC AC [nC nI� 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK RIM= 439.40�I38.(fir INV OUT=7-49-Z47j.3E: DATE: ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL INV IN -' . 42'101 ���� /�� INV OUT= 429.00(VERIFY) lS EX. CLEANOUT TO SSMH 2 SUp� gE HORZ. 1 = 40' ER = 4' RECOMMENDED fOR APPROVAL 1i`vr BY tONAL BY .AVpD CUTTING UNDERGROUND OTW uNES. IYS COSTLY Expuss 11/30/0= BY /� UNDERGROUND SERVICE (USA) DATUM Fl RV Ca" NOTE: 415.00 w- bgfY! B You Qu EXISTING UTILITY LOCATIONS n p T L T SHOWN HEREON ARE APPROXIMATE ONLY SHALL a THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER D19. . GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION NO REPRESENTATION IS MADE THAT ALL EXISTNG UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES 1 -800- 424 -5555 NOT SHOWNLL RBEFORE UTILITIES YOUNOT DIG:SHOWN 800 -424 PROPER LOCATION +00 0 +00 sCANIVFD eE° d ' , SCANNED FEB 15 2002 1 cn Z y_ o z s _ ,q2� o z S a � 0 +00 00 00 vc 1 1 +00 2 +00 3 +00 4 +00 5 +00 PIA STA = 5 +00 PVI ELEV = 442.34 2' = 1.G6 0. UM vi I� ° ' LOW POINT ELEV = 438.07 LOWYPuNTS'{A-=� +5848 -- N> PIA STA 0 +50 0 o a > > i S Xri N - PROPOSED PIA ELEV i.= 437.90 0� A.D. 2.99 Iz K = 16.74 ,� a uF VC . m +05 . �>_w +4a ° -w _... G GR0.99 NH � 'O w w � w - _ Tf -_ 45 Ae-8" PVC O• '! SSMH R 6 STA. 4 +90• 5'L = -� ® A Y 188'^-8° PVC® 2:A0% O RIM= G4� -2344T ]6 p O - i30 INV =4a+* 6436.715, L-lg 4'. -6" PVC 18 ® Q.4@W d'717% SSMH# 2 SSMH# 4 REPLACE CL£ANOUT WITH SSMHg 1 STA. 2 +32, 11'L SSMH# 3 RIM =439 4Q43y, i STA 1 +8'L85 5'L INV IN= 429.6341 ,�RIM= A39�7?! 1+8'L85, 51 STA. 0 +55, 5'L RIM-438.60 3$. IN IN= 430.76 43.02-; RIM = 439.40436.13 INV OUT = 4129.53 "INV IN =42$57- 429.67 INV OUT= a3C.6B 438.2sI INV IN= Q2}TQ4?5 10 INV OUT= 429.00(VERIFY) 4Z-j Sg INV OUT =429$7 4Z'1,6Z N.E 4TH PLACE /ILWACO AVENUE N.E. HORZ_ 1" = 40' VENT 1' - 4 OATlJV 6Z6V I I 2 +00 1 +00 a0�o 0 +00 wwp�j7�yS►'S AN 01 :FR PROPERTY LINE a i 0 0 0 FUTURE a 6" BUILDING SEWER PIPE ;� BUILDING SEVER n° N � Z � 2'"x 4•• STUD SERVICE PARKER PAINT UPPER TEE WITH 6" SIDE OUTLET J PORT[OPT WHITE ANS STENCIL ON SIDE WORDING "SEWER' WITH 37 HIGH BLACK LETTERS. Wn AND #6 WIRE WRAPPED AROUND THE STUD AND SEE MD BfA.ORVt; SEWQ2 o EXTENDED TO THE TOP OF THE STUD. K a UNLESS OTHERWISE APPROVED BY THE CITY. MAKE TAP THROUGH CAST IRON SADDLE SECURED TO SEVER MAIN WITH STAINLESS STEEL BANDS . _ WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIWL 60 " ALLOWABLE MAX. VITRIFIED CLAY. PLAIN AND REINFORCED CONCRETE. DT PIPE AND CI FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED OR DUCTILE IRON PIPE. 1:3:5 MIX ph �3NON CONCRETE G BLOCKING eVP�VN G� 2% MIN SLOPE HORIZONTAL 6 "" SIDE lX1TLET TEE SEVEER MAIN SEWER MAIN 6" MIN. - - - OF TEE AT MAN OVER 25 TYPIM& SIDE SEWER ELEVATION STANDARD SEE SEWER RWALLATM NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5" COVER AT PROPERTY - - -- LINE OR 3 -5" LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER. 1,447- STANDARD SIDE SEINER INSTALLATION sm 1rv96 NOT TO SCALE VF Iff SSMH# 5A STA 6 +55,'.51 o MANHOLE FRAME AND COVER RIM =s4r �s 446.89 INV OUT- "4" -w49" 'S- _ DRAWING @R24 112° MAX CONADJUSTMENT (4' MIN -) I CONE � ! 21- RUBBER GASKETED JOINTS III �i --` 4 MN_ ,J {r{ STEPS - 3/4" DEFORMED BAR STEPS SHALL BE INCLUDED <a T CONCRETE RISER RY PIPE !NC I° MW_ �I OR APPROVED EQUAL. jjj 48 6 +00 i i T MAX PIPE SIZE - 21' LID_ + Pfl LADDER -STD. ALUMINUM OR GALVANIZED STEEL MORTAR EILLET f'I CONCRETE SHELF 1% PRECAST BASE SECTION _ OR CAST IN SHELF. - - 440 it CORDANCE WITI. ASTM C -443 6° MIN- ( 6" MIN- (TYR) NOTES: 1. STEPS TO BE 3/4' 0 DEFORMED BAR GALVANZED SAFETY SANITARY MANHOLE TYPICAL DETAIL STEPS OR EQUAL !� NOT TO SCALE =. STEPS ARE TO BE LN PLACE BEFORE MANHOLE SECTIONS ( ARE INSTALLED TCASenNIC TO RE ecru DRAWING BR29_ MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE. SANITARY SEVER � AND SPECIFICATIONS 5. ALL JOINTS SHALL BE G ROUTED. 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES• INCLUDING CHANNELING. COATED (SEALED) Col' p3T7° WITH A HIGH SOLIDS URETHANE COATING, 16C -e PVC ® -B:eOR WASSER MC- CONSEAL OR APPROVED EQUAL; 430 COLOR OF COATING SHALL BE WHITE THESE PLANS ARE °AS BUILT RUBBER GASKETED JOINTS SHALL BE IN CGNORMANCE SSMH# 2 AND THE INFORMATION SHOWN WITH ASTM C-4-43 STA 2 +32, 11'L ACCURATELY REFLECTS cXESTIN® S. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE REPLACE CIEANOUT RIM= 55.53 DIAMETER OF THE LARGEST PIPE WITH SSAIH1 1 INV IN= a�9- Q34�q.gg FIELD CONDITlCISIC AC [nC nI� 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK RIM= 439.40�I38.(fir INV OUT=7-49-Z47j.3E: DATE: ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL INV IN -' . 42'101 ���� /�� INV OUT= 429.00(VERIFY) lS EX. CLEANOUT TO SSMH 2 SUp� gE HORZ. 1 = 40' ER = 4' RECOMMENDED fOR APPROVAL 1i`vr BY tONAL BY .AVpD CUTTING UNDERGROUND OTW uNES. IYS COSTLY Expuss 11/30/0= BY /� UNDERGROUND SERVICE (USA) DATUM Fl RV Ca" NOTE: 415.00 w- bgfY! B You Qu EXISTING UTILITY LOCATIONS n p T L T SHOWN HEREON ARE APPROXIMATE ONLY SHALL a THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER D19. . GROUND UTILITIES PRIOR TO COMMENCING CONSTRUCTION NO REPRESENTATION IS MADE THAT ALL EXISTNG UTILITIES ARE SHOWN HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES 1 -800- 424 -5555 NOT SHOWNLL RBEFORE UTILITIES YOUNOT DIG:SHOWN 800 -424 PROPER LOCATION +00 0 +00 sCANIVFD eE° d ' , SCANNED FEB 15 2002 1 cn Z y_ o z s _ ,q2� o z S a �