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HomeMy WebLinkAboutS-404601VICINITY MAP 0 N W z Q 7' o F--I w z w t2 Lu wl JI �I 0 N H Z) 0 PARCEL NUMBER LEGAL DESCRIPTION PUBLIC SANITARY SEWER EXTENSION 214480-0600, 214480-0595, 214480-0665 LOTS 3 AND 4, BLOCK 22, AND LOT 4, BLOCK 24, EARLINGTON ACRE TRACTS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 15 OF PLATS, PAGE 84, RECORDS OF KING COUNTY, WASHINGTON. SSMH,/1 TYPE 1(48') Sl TE ADDRESS STA: XXXX, XXXX, XXXX 132ND ST E RIM-28+1119 284.23I.E.-276.2(8"KNOCKOUT W) SHEET INDEX I.E.-�6�(6-E)275.36 R/W--� �. _ SAN 1 OF 4 PUBLIC SANITARY SEWER EXTENSION COVER SHEET SN1 2 OF 4 SITE PLAN N. T. S. SN1 3 OF 4 NOTES, DETAILS & SPECIFICATIONS SN2 4 OF 4 NOTES, DETAILS & SPECIFICATIONS EX S TORM & SEWER R/W - STRUCTURE TABLE 290 EX. CB (TYPE 1) RIM=253.81 ' I.E.=251.87' 12" ADS (SW) I.E.=251.79' 12" ADS (E) 2 a EX. CB (TYPE 1) RIM=256.78' I.E.=254.66' 12" ADS (NE) l.E.=254.89' 12" ADS (W) ® EX. SSMH (LADDER W) RIM=257.68' l.E.=247.71' CL CHANNEL (FLOW FROM NE TO SE) ® EX. CB (TYPE 1) RIM=281.79' IE.=278.89' 12" CMP (E) I.E.=278.94' 12" CMP (W) ® EX. CB (TYPE 1) RIM=273.83' I.E.=270.84' 12" CMP (E) I.E. =271. 07' 12 " CMP (W) 9® EX. CB (TYPE 1) RIM=263.51 ' LE.=261.00' 12" CONC (N) I.E.=261.04' 12" CMP (W) EX. CB (TYPE 1) RIM=261.31 " l.E.=259.21' 12"' ADS (SE) ®O EX. CB (TYPE 1) R144=259.72' 1. E.=257.53' 12 -ADS (NW) l.E:=257.49' 12" ADS (SE) EX. CB (TYPE 1) RIM=259.60' I.E.=257.04' 12" ADS (NW) I.E.=257.24' 12" ADS (SE) EX. SSMH (LADDER W) RIM=259.67' I. E.=249.84 ' CL CHANNEL (FLOW FROM NW, NE, W TO SE) ®1 EX. CB (TYPE 1) RIM=259.53' I E.=256.48' 12 -ADS (NW) l.E.=256.47' 12" ADS (E) ®5 EX. SSMH RIM=255.53' (COULD NOT OPEN) EX. CB (TYPE 1) RIM=253. 15' I E.=250.39' 12 -ADS (N) l.E.=250.36' 12"" ADS (E) © EX. CB (TYPE 2 LADDER N) RIM=255.98' I.E.=251.45' 18" CONC (NW) l.E.=251.28' 12" CONC (N) 1. E=247.63' 18" CONC (SE) EX. CB (TYPE 1, ROUND LID) RIM=256.86' l.E.=253.06' 18" CONC (SE) 1. E.=253.72' 24- CMP (W) ®7 EX. SSMH (LADDER W) RIM=260.35' 1. E. =250. 16' CL CHANNEL (FLOW FROM NW TO SE) QZ EX. CB (TYPE 2 LADDER W) RIM=262. 12' 1. E =258. 17' 12 " ADS (N) 1. E.=258.37' 12 -ADS (W) 1. E.=258.28' 12" CONC (S) ® EX. CB (TYPE 2 LADDER N) RIM=265.86' I.E.=258.71' 12" ADS (E) 9IR EX. CB (TYPE 2 NO LADDER) RIM=261.28' 1. E. =256. 13' 24 " CMP (W) l.E.=256.60' 12" ADS (S) I.E.=255.81 ' UNKNOWN (S) 1® EX. SOMH (NO LADDER) RIM=261.82' 1. E.=256.40' 24- CONC (N) I.E.=257.36' 12" CONC (S) I.E.=256.31 ' 24- CMP (E) 2a EX. SSMH (LADDER SW) RIM=262.82' 1. E.=258.24 ' CL CHANNEL 8 " (FLOW FROM N, NW TO SE) ® EX. CB (TYPE 1) RIM=286.00' 1. E.=283.33' 12 " CMP (W) I.E.=283.31 ' 12 -ADS (E) (a EX. CB (TYPE 1) RIM=285.74' I.E.=282.73' 12" CMP (E) 1. E.=282.73' 12 " CMP (W) 9® EX. CB (TYPE 2, LADDER S) RIM=286.73' 1. E.=280.57' 12" ADS (E) l.E.=280.53' 12" ADS (W) EX. CB (TYPE 2, LADDER N) RIM=284.73' I E.=279.33' 12 " ADS (W) I.E.=279.41' 12" ADS (E) 73 EX. CB (TYPE 1) RIM=280.08' I E.=276.58' 12" ADS (N) I E.=286.56' 12'" ADS (W) CALL BEFORE YOU DIG THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. UTILITY CONFLICT NOTE CAUTION THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR VERIFYING THE LOCATION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATION OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT LARSON & ASSOCIATES, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. i APPROVED WITH CONDITIONS' 1) KING COUNTY ROW PERMIT TO BE OBTAINED PRIOR TO START OF WORK. 2) PAVEMENT RESTORATION SHALL BE AS PER KING COUNTY ROW PERM ITREQUIREM ENTS 2144800610 292 7804 S 134TH ST. 2 2144 8U0e0 --296 - 78XX S 132ND ST. APPROXIMATE SEWER EXCAVATION QUANTITIES: 300 CUT = ±300 CU. YARDS 1• VJL✓ II JVI 1/"1VLL TO ACHI VE PROPER COMPACTION, OTH RWISE, WILL BE EXPORTED TO APPROVED DISPOSAL 1TE AND SUITABLE STRUCTURAL MATERIAL WILL SE IMPORTED. EX. STA: B 490)(TYPE 1 +84.41:16.65R RIM: 285.7 I.E.i =282.73(12" I.E.o t=282.73(12" E 290 28L 72"ADS(N-12) @ 2.05% -1.11,E i/ X. CB 493 TYPE 2 STA: 0+23.59 19.24L T RI : 286.73 I.E.out=280. 7(12" E) 104LF 2"ADS(N-12 © 1.19% 270 EX. CB 89 TYPE 1 STA: 0 + 5 .14: 16.67RT RIM: 286.00 I.E.out= 83.31(12 E) 250 245 I I I 132ND ST E PLAN VIEW HORIZONTAL SCALE: 1 =40 _X. C8 497 TYPE 2 3TA: 1 +27. 38 19.33L T E.in=279.3 (12" W) E.out=279. 1(12" E) r-115LF-12"ADS(N 12) @ 3.29% 61- f 3.5' (TYP.) 106LF�12"ADS(N-12) C 2.687. 6" SN STA: 1+ RIM-20,4. l a 294.23 I.E.-276.2(8`KOOCKOUT W) LE-27"8'E) 275.36 EX. CB 181 TYPE STA 1+99.54:16.23 T RIM: 281.79 I.E.i=278.94(12" W I.E. ut=278.89(12" ) \-EXISTING GR �ew S u b 5. 8 IPOS® 6-FIRT S1UB 2+51.53. (O SEWER MAIN) :2+52.22.3O STUB END) (POSED 6' STUB 6" Sewer�31jpp:2+54.53.3.03RT (O SEWER MAIN) STA: 2+72. : 2+55.22, 3q'RT (O STUB END) LK CB 575 TYP 1 SANITARY STUB OCA TION TABLE PARCEL / LOCA ON 2144800600 STA: 2+52. Z 30'RT (® STUB END) 2144800595 - END) - , 'RT` 2144800665 STA: 2+55. 2; 30'RT (® STU 3 END) S A:2+33.83: 19.3 LT RI : 280.08 I. .in=276.56(12" ) 1. .out=276.58(12' N) PROPOSED 6" SEWER STlift STA: .-3 03'RT (O SEWER MAIN) STA:2+58.22.30'RT (O STUB END) rn ,00N O N c6 CO Lfi co N Co N N co N 0+00 0+40 0+80 1 +20 1 +60 2+00 2+40 (USUALLY FULL STREET WIDTH GRIND & LAR80N and ASSOCIATES OVERLAY PAVEMENT RESTORATION IS REQUIRED BY KING COUNTY). 3) ANY KING COUNTY ROW PERMIT CONDITIONS OF APPROVAL SHALL BE SATISFIED BY THE 9027 PACIFIC AVENUE. SUITE 4 DEVELOPER. TACOiMA, WA 98444 (253) 474-3404 4) NO STREET TREES SHALL BE REMOVED FOR ANY SEWER STUB INSTALLATION WITHOUT PRIOR APPROVAL FROM CITY. F01 30 30 EX. C8 388 TYPE 2S A:4+12.14:19.6 LT RIM: 265 86 I.Eout=258.71(12" E) STORM - CROSSING 7 EX. 8" WATER MAIN- (APPROX. LOC TION) TA: 3+ 18.46: 17.47RT IM: 273.83 E.in=271.07(12' W) E.out=270.84(1 " E) 35LF-1 "ADS(N-72) @ D.977.1 46LF^-24' DS(N-12) EX. 3DMH 419 S TA: 4+38. 8: 58.33L T RIM: 261.82 I.E.out=25 .77(24" E) � N r\ � N N 2+80 3+20 132ND ST E PROF/LE VIEW HORIZONTAL SCALE: 1 "=40' VERTICAL SCALE: 1 "=5' 0 EX. SSMH (374) STA: 4+92.39; 3.03'RT RIM=260.35' IF =2 8"NW & SF NEW I.E LADDER W CONTRACTOR TO 'RE -CHANNEL' MANHOLI (AS NECESSARY) TO ALLOW FOR NEW SEWER vJ R/W SCALE: 1 "=40' 0 _ 20 40 R/W 80 77 � ZND sr. 252 -----R/W P(5)� 6 \� \ VERTICAL DATUM NAVD 88 NAVD 88 ESTABLISHED FROM CITY OF RENTON MONUMENT #1333 FOUND ENCASED 3" BRASS DISK WITH PUNCH 0.8' SUBSURFACE AT THE INTERSECTION OF S 128TH ST & 84TH AVE S NAVD 88 ELEV=387.34' CONTOUR INTERVAL=2' TOPOGRAPHY PREPARED BY LARSON & ASSOCIATES BASIS OF BEARINGS CITY OF RENTON HORIZONTAL CONTROL NETWORK HELD PUBLISHED VALUES FOR COR CONTROL POINTS 1333 & 1850 SURVEY NOTES CALCULATED PLAT PER RECORD OF SURVEY RECORDED UNDER A.F.N. 20070323900034. CALCULATED RIGHT-OF-WAYS PER KING COUNTY ASSESSOR MAPS. THE BASIS OF BEARINGS WAS ESTABLISH FROM THE FOLLOWING FOUND MONUMENTS. HELD THE FOUND MONUMENT AT THE INTERSECTION OF RENTON A1E. & S 132ND ST. AND HELD 30' FROM THE FOUND RESAR AT THE NW PROPERTY CORNER OF PARCEL No. 2144800605. 4 SITE BENCHMARK FOUND MAGNAIL IN PAVEMENT SHOULDER ON THE NORTH SIDE OF 132ND ST. LYING BETWEEN LANGSTON ROAD AND 80TH AVE. ELEV=257.20' (NAVD 88) LEGEND _ MAINCO NECTION. �S \�� \ Oj� \ O \ �f�- PROPERTY LINE -R71W - R/W LINE `A\ - - - - EASEMENT LINE \ BUILDING SETBACK LINE Gz) \� ❑ EX. STORM CATCH BASIN �D EX. STORM MANHOLE \� - SD EX. STORM PIPE CONSTRUCTION NOTES STORM STUB S EX. SEWER MAIN 10 MINIMUM VERTICAL SEPARATION BETWEEN SEWER AND ALL UTILITIES EXCEPT EX. SEWER MANHOLE WATER SHALL BE 1.5 FEET. IF MINIMUM CLEARANCE CANNOT BE OBTAINED, THEN A 0.75 FOOT CLEARANCE WILL BE ALLOWED IF THE SANITARY SEWER IS --s- PROPOSED SEWER LINE CONCRETE ENCASED AT 10 FEET ON EACH SIDE OF THE CROSSING. O PROPOSED SEWER CLEAN OUT O THE MINIMUM VERTICAL SEPARATION BETWEEN WATER AND SEWER SHALL BE 3 - W - EX. WATER MAIN FEET. IF 3 FEET CLEARANCE CANNOT BE OBTAINED, A 1.5 FOOT CLEARANCE WILL BE ALLOWED IF THE SANITARY SEWER 1S CONCRETE ENCASED AT 10 FWI EX. WATER METER FEET ON EACH SIDE OF THE CROSSING. E . CB 192 TYP 1 C£ EX. FIRE HYDRANT S A:4+39.23: 17. 2RT O ALL SIDE SEWERS ARE 6"0 PVC(SDR35) @ 2.0% MINIMUM LENGTH AS NOTED, ® EX. WATER MANHOLE R M: 263.51 WHERE COVER OVER SIDE SEWER IS LESS THAN 5' IN DRIVE AREA, PIPE !. .in=261.04(12" W) SHALL BE DUCTILE IRON (CLASS 52). -W--PROPOSED WATER LINE 4O PROTECT EXISTING UTILITY. CONTRACTOR TO RELOCATE AS NECESSARY. ® PROPOSED WATER METER COORDINATE WORK WITH PROPER UTILITY COMPANY PRIOR TO ANY .: PROPOSED DRIVEWAY EX. CB 375 TYPE 2 CONSTRUCTION WORK. ST :4+46.24:27.01 T 480- EXISTING CONTOUR RI •262.72 �O SAW CUT EXISTING PAVEMENT. WIDTH AS REQUIRED FOR UTILITY INSTALLATION. I.E. n=258.37(12" ) RESTORE TO ORIGINAL CONDITION. RE -STRIPE AS NECESSARY. ROAD MUST BE EXISTING PAVEMENT TO REMAIN RESTORED TO KING COUNTY ROAD STANDARDS. a < EXISTING CONCRETE TO REMAIN © CONTRACTOR TO PROVIDE CATCH BASIN INLET PROTECTION IN EXISTING PROPOSED CONCRETE SIDEWALK EX. B 195 TYPE 1 STRUCTURES IN CLOSE PROXIMITY OF THE PROJECT SITE AS SHOWN AND PER •'` - STA: +66.62: 18.90R DETAIL ON SHEET 3. O■ CATCH BASIN INSERT INLET RIM: 61.31 t=25 O7 CONTRACTOR TO INSTALL SILT FENCE ALONG SOUTH SIDE OF 132ND ST. E. TO PROTECTION I.E.o 259.21(12" E PROTECT EXISTING DITCH AS SHOWN AND PER DETAIL ON SHEET 3. - P - EX. POWER LINE 8 CONTRACTOR TO STABILIZE SLOPES IMMEDIATELY FOLLOWING CONSTRUCTION PROPOSED PAVEMENT ALONG UTILITY BY ANY MEANS NECESSARY (I.E. SEEDING, MULCHING, ETC.) SEE NOTES ON EXTENSION, APPROXIMATE DIMENSIONS \4OLF-12"ADS(N-12 © 4.21% SHEET 3. \ EX CB 200 TYPE 1----F� SILT FENCE ST : 5+05.32 28.57RT 9ODUE TO THE STEEP SLOPE, CONTRACTOR WILL UTILIZE SAND R! :259.72 COLLARS INSTEAD OF KOR-N-SEAL BOOTS FOR PIPE TO MANHOLE \ 0 PROPOSED SOIL STOCKPILE LOCATION 12 W) CONNECTIONS. (APPROX. LOCATION) lZiI.E.out=257.49(12 SE) 67LF-8"ADS(N-12) @ 2.40% E SDMH 267 S A. 5+48.90: 15.50L T R . 256.00 I. .in=251.45(18" NW) 5Tof EX. CB 394 TYPE STA:4+46.54 57.32L RIM: 261.28 I.E.in=256.60 12" S) I.E.in=256.13 24" W) I F nnf= i�iri 1(�4" F o d O 000 O r _. cd r< 1\ co co co Ln Ln N N N N cv N 3+60 4+00 4+40 4+80 5+20 5+60 -LARSON-AND-ASSOCIATES SCALE. DESIGNED: 1 "=q-O' GJM DRAWN: JHD ONE INCH CHECKED: AT FULL SCALE GJM IF NOT ONE INCH N 0 . REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY APPROVED VERTICAL: NAVD 1988 HORIZONTAL NAD 19a3/1991 DATU M SEX. CB (330)(TYPE 1) STA: 4+92.13: 51.21 L T RIM: 256.86 I.E.in=253.72(24" W) I.E.out=253.06(18" SE) EX. SSMH (374) O CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. 0 0 co 0 CD 0 00 a_ STA: 4+92.39; 3.03 RT RIM=260.35' CONTRACTOR / DEVELOPER NOTE: z I.E.=250.16'(8"NW & SE) Lu NEW l.E-?59:1�'(8"w) 250.35 THE CONTRACTOR AND/OR DEVELOPER SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED MATERIAL X LADDER W TESTING, COMPACTION TESTING, AND APPLICABLE INSPECTIONS AS REQUIRED BY KING COUNTY AND PRIVATE LLI CONTRACTOR TO "RE ENGINEER. THE CONTRACTOR SHALL SUPPLY CERTIFYING ENGINEER WITH DOCUMENTATION SIGNED BY A wl -CHANNEL" MANHOLE PROFESSIONAL SOILS AND/OR MATERIALS ENGINEER SHOWING THAT THE ROAD SECTION WAS BUILT ACCORDING Z (AS NECESSARY) TO TO THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, THE BACKFILL MATERIAL MEETS MINIMUM J ALLOW FOR NEW SEWER COUNTY/STATE REQUIREMENTS, COMPACTION WAS ACHIEVED IN ALL TRENCHES AND ROAD SECTION, AND ALL MAIN CONNECTION. CONSTRUCTION MATERIALS AND CONSTRUCTION METHODS SHOWN ON THESE PLANS HAVE BEEN FOLLOWED. Lu w IN COMPLIANCE WITH CITY OF RENTON STANDARDS S - 4 0 4 6 01 Lu u)l WASTEWATER UTILITY � DEVELOPMENT ENGINEERING dchristen 04/02/2019 jchavez 03/29/2019 U) DATE: ••- CITY OF RENTON Planning/Building/Public Works Dept. SOUTH_132ND_STREET SEWER_ LINE_ EXTENSION 8681BASE As-Bullts 3/27/19 z co �I ~ O US FlELDBOOK:BOOK PAGE: PAGE DRAWING NO: 8681 SHEET: OF: t 1 ^