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HomeMy WebLinkAboutzS-3424SetPAVEMENT TRENCH RESTORATION PATCH ACROSS ENTIRE WIDTH OF PAVEMENT PER COR STANDARD DETAIL H032.1, TYPICAL CONNECT NEW 6" PVC STUB TO EXIST. 8 "PVC s SEWER, WITH A TAP THROUGH CAST IRON SADDLE U, SECURED TO SEWER MAIN WITH STAINLESS STEEL ' BANDS, SEE COR. STD DTL. B078 a N I M m m 3 N m 3 0 a I M N X zz a 0 U N ---- -- ' o O o ro 0 M E P SD O O O O O P(OH r' o -- IT ­ EXIST. SSMH M RIM ELV. 379.80 I EX. IE. 371.33 8 "PVC OUT N. EX. E. 371.42 8 "PVC IN E. 0 I y l o, I m; NI EXIST. SSMH w O,a RIM ELV. 375.29 ,wry (.). I EX. IE. 361.81 8 "PVC OUT N. FF. 386.00 �I 4 EX. E. 361.86 8 "PVC IN S. o " �. ita 6" PVC C -900 STUB W /CAP1 1' IE. 380.00, 2X4 WOOD MARKRR, TYP. M �- GAS SVC PER PSE. N PVC DUCTS FOR � N I I \ �- 1" 'Wh -1N 4 "PVC CONDUIT \ , \ I I z z 'I , I % MIN. U LLI ib I 4 "PVC 45' AYE ' 5.00' 2- 1 "4(ND PLASTIC WA SERVICE NE$ 1\ a IN 4" PVC CONDUIT V t I ' , N s 5 l f - HANDHOLD BOA, AND POWR; SERVICES FOR LOTS 3,4,5,6: °o c PER; PEE PLAN & SPECS. MOVE EX. HYDRANT, 3.5; Z( OFF NEW PROPERTY LINE, REINSTALL PER C.O.R. E. 380.00 i N� 40 LF 6' PVC ;SS l 1 �i al_ ,. ____ - 379.00E ------------ _0 `_- - 0 �- 40 LF 6' PVC 3/4" WATER SERVICE AND METER, Z) < . w PER CDR STD. DTL. B106 _! PAVEMENT TRENCH RESTORATION PATCH ACROSS ENTIRE WIDTH OF PAVEMENT PER COR STANDARD DETAIL H032.1, TYPICAL CONNECT NEW 6" PVC STUB TO EXIST. 8 "PVC s SEWER, WITH A TAP THROUGH CAST IRON SADDLE U, SECURED TO SEWER MAIN WITH STAINLESS STEEL ' BANDS, SEE COR. STD DTL. B078 a N I M m m 3 N m 3 0 a I M N X zz a 0 U N ---- -- ' o O o ro 0 M E P SD O O O O O P(OH r' o -- IT ­ EXIST. SSMH M RIM ELV. 379.80 I EX. IE. 371.33 8 "PVC OUT N. EX. E. 371.42 8 "PVC IN E. 0 I y l o, I m; NI so WATER, SEWER AND UTILITIES PLAN — AS BUILT OF • • • • A PORTION OF THE NW 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E. W.M. RENTON, WASHINGTON HORIZONTAL & VERTICAL DATUM - BASIS OF BEARINGS MATCH EXISTING NAD 1983 (911 PER CITY OF RENTON AND NAVD 1988 PER CITY OF RENTON. GROUND @2H:1V MAX. COORDINATES AND ELEVATIONS ARE CPS DERIVED, AND A NETWORK ANALYSIS INCLUDING CITY OF RENTON CONTROL STATIONS 57, 369, 1668 AND OTHER MONUMENTATION WAS PERFORMED, WE HELD CONTROL STATION 57 FOR POSITION, THE LINE BETWEEN CONTROL STATION 57 TO CONTROL STATION 369 FOR ROTATION AND CONTROL STATION 369 FOR ELEVATION. REFER TO SHEET C2 CF 7 1 1 DISCONNECT OH POWR. TO i I LOT 1 BY PSE /POTELCO NOTE: MINOR GRADING SHALL 13E PERFORMED AND FINISHED FLOOR ; ELEVATIONS SHALL BE ESTABLISHED BY HOME BUILDER PER INDIVIDUAL SFR I BUILDING PERMITS, ELEVATIONS NOTED PLUS OR MINUS 1 FOOT, TYPICAL. I 888'19'43 °E 9RI'tn' Irn, rl moo. ..., "... -.-... *-- 5s 256.17 ! I HANDHOLD BOX AND POWR I /\ '` o SERVICES FOR LOTS 1,2 PER, PEE PLAN & SPECS. ' FF. 380.00 LOCATE EXISTING SS STUB AND UTILIZE PER CDR APPROVAL, CIR NE� FF. 385.00 o 37LF 6" PVC SS STUB @2% t IN. \ - -- 0 0 ( IE. 373-00 ; 1 1" WA. IN 4 °PVC ` 6,ONDUIT 1 ` ----------------------------------- PVC DUCTS FOR ; UTILIZE EXIST WA SERVICE AND :POWR 'I, V, TEL, ETC. :METER PER COR APPROVAL : ; \ 7 ;GAS SV1C PER PSE \ :36EF 6" PVC SS STUB ®2% MIN. \ IE.:373.00 6 PVC STUB W /CAP `\ 4�; FF. 80.00 IE. \37..{)0 . ;\ ;0 iT PUBLIC UTIL. ESMT. L_________�a, i O_____ N88719'42°W 124.95' 1 'F7 6" PVC 45' WYE � ® � W/ C� EANOUT, IE. 378.85 ! o 12 x 114LF 6" PVC C -900 SS STUBS @2% MIN. MAINTAIN 2 FT. SPACING! IN BETWEEN A s Ncll 2 - BEM&1 WATER VALVE D ( � EX. ATER VALVES EXIST. 8" WA 2 - 3/4" WA METERS FOR LOTS � -\ & 4, PER COR. STD. DTL B1061 START 4 "PVC CONDUIT MIN. 1' OFF1 NEW EDGE OF PAVEMENT; EXIST. SSMH (� N. 189,205. E. 1,307,377.92 RIM ELV. 382.72 EX. E. 373.77 8 "PVC OUT W. CORE DRILL AND CHANNEL EX. , SSMH FOR NEW 8" PVC IN, ' NEW E. 373.87 IN E. — - 1 \ NE 21ST ST 2 - 8 "X 6" PVC C -900 TEES, IE. 373.96, IE. 374.08, PER COR. STANDARD DETAIL B078 I NO hIdC1�!1'1GCT9 ----- ------ -- ---` / m w O,a ' ,wry (.). I mlN FF. 386.00 �I 4 _ �. ita 6" PVC C -900 STUB W /CAP1 1' IE. 380.00, 2X4 WOOD MARKRR, TYP. �- GAS SVC PER PSE. N PVC DUCTS FOR � N POWR, TV, TEL, ETC. \ \ \ �- 1" 'Wh -1N 4 "PVC CONDUIT \ , \ 61' 31' 'I -�� 42LF 6" PVC C -900 Q % MIN. o 0 ib I 4 "PVC 45' AYE ' m 2- 1 "4(ND PLASTIC WA SERVICE NE$ 1\ oa IN 4" PVC CONDUIT A FF. 385.00 ' , N s 5 FF. 386.00 f - HANDHOLD BOA, AND POWR; SERVICES FOR LOTS 3,4,5,6: °o c PER; PEE PLAN & SPECS. MOVE EX. HYDRANT, 3.5; OAS g{g -B{{� EH86- OFF NEW PROPERTY LINE, REINSTALL PER C.O.R. E. 380.00 i N� 40 LF 6' PVC ;SS ,. ____ - 379.00E ------------ _0 `_- - 0 �- 40 LF 6' PVC °`S- 13 -@2% 2 WA SERVI 7 w lm i so WATER, SEWER AND UTILITIES PLAN — AS BUILT OF • • • • A PORTION OF THE NW 1/4 OF SECTION 4, TOWNSHIP 23 N., RANGE 5 E. W.M. RENTON, WASHINGTON HORIZONTAL & VERTICAL DATUM - BASIS OF BEARINGS MATCH EXISTING NAD 1983 (911 PER CITY OF RENTON AND NAVD 1988 PER CITY OF RENTON. GROUND @2H:1V MAX. COORDINATES AND ELEVATIONS ARE CPS DERIVED, AND A NETWORK ANALYSIS INCLUDING CITY OF RENTON CONTROL STATIONS 57, 369, 1668 AND OTHER MONUMENTATION WAS PERFORMED, WE HELD CONTROL STATION 57 FOR POSITION, THE LINE BETWEEN CONTROL STATION 57 TO CONTROL STATION 369 FOR ROTATION AND CONTROL STATION 369 FOR ELEVATION. REFER TO SHEET C2 CF 7 1 1 DISCONNECT OH POWR. TO i I LOT 1 BY PSE /POTELCO NOTE: MINOR GRADING SHALL 13E PERFORMED AND FINISHED FLOOR ; ELEVATIONS SHALL BE ESTABLISHED BY HOME BUILDER PER INDIVIDUAL SFR I BUILDING PERMITS, ELEVATIONS NOTED PLUS OR MINUS 1 FOOT, TYPICAL. I 888'19'43 °E 9RI'tn' Irn, rl moo. ..., "... -.-... *-- 5s 256.17 ! I HANDHOLD BOX AND POWR I /\ '` o SERVICES FOR LOTS 1,2 PER, PEE PLAN & SPECS. ' FF. 380.00 LOCATE EXISTING SS STUB AND UTILIZE PER CDR APPROVAL, CIR NE� FF. 385.00 o 37LF 6" PVC SS STUB @2% t IN. \ - -- 0 0 ( IE. 373-00 ; 1 1" WA. IN 4 °PVC ` 6,ONDUIT 1 ` ----------------------------------- PVC DUCTS FOR ; UTILIZE EXIST WA SERVICE AND :POWR 'I, V, TEL, ETC. :METER PER COR APPROVAL : ; \ 7 ;GAS SV1C PER PSE \ :36EF 6" PVC SS STUB ®2% MIN. \ IE.:373.00 6 PVC STUB W /CAP `\ 4�; FF. 80.00 IE. \37..{)0 . ;\ ;0 iT PUBLIC UTIL. ESMT. L_________�a, i O_____ N88719'42°W 124.95' 1 'F7 6" PVC 45' WYE � ® � W/ C� EANOUT, IE. 378.85 ! o 12 x 114LF 6" PVC C -900 SS STUBS @2% MIN. MAINTAIN 2 FT. SPACING! IN BETWEEN A s Ncll 2 - BEM&1 WATER VALVE D ( � EX. ATER VALVES EXIST. 8" WA 2 - 3/4" WA METERS FOR LOTS � -\ & 4, PER COR. STD. DTL B1061 START 4 "PVC CONDUIT MIN. 1' OFF1 NEW EDGE OF PAVEMENT; EXIST. SSMH (� N. 189,205. E. 1,307,377.92 RIM ELV. 382.72 EX. E. 373.77 8 "PVC OUT W. CORE DRILL AND CHANNEL EX. , SSMH FOR NEW 8" PVC IN, ' NEW E. 373.87 IN E. — - 1 \ NE 21ST ST 2 - 8 "X 6" PVC C -900 TEES, IE. 373.96, IE. 374.08, PER COR. STANDARD DETAIL B078 I NO hIdC1�!1'1GCT9 ----- ------ -- ---` / GAS TV 6" PVC C -900 SS TEL 6" PVC C -900 SS POWER 2 - 1" HD PLASTIC WA, IN 4 "4 PVC CONDUIT NOTE: ALL UTILITIES TO HAVE 3' MIN. COVER UTILITY SPACING SECTION A -A: 24' PRIVATE DRIVEWAY NOT TO SCALE, SEE SECT A -A, SHEET 4 FOR PAVING SPECIFICATIONS - I 6' STUBS / 10 FT PUBLIC UTIL ESMT. 50' 3 -3/4° 8" PVC CLEANOUT WATERI / PER CDR STD DTL B076.1 METER PE COR B10 DETAIL 30' Row peplcATloN W O Cl. RING AND COVER PER / COR STD. DWG. BR36 8106 ` i N. 189,201.85 E. 1,307,487.85 RIM ELV. 385.50 11 IE. ,. IE. 379.27 MATCH 1 8 PVC CL:ANO� - EX ELV. 3 2.7 -..- - - RIM E IE. 379. 370 31[3 PER SAD -DTL $076. RIM ELV. 82 72 I O NEW IE. 7387 E �7 EX. IE. 3-177 W. COREDRILL / CREATE NEW . 1 +00 1 +20 1 +40 1 +60 1 +80 2 +00 2 +10 NE. 21ST ST. SANITARY SEWER 1"=40' HORIZONTAL 1 " =10' VERTICAL FULL WIDTH TRENCH RESTORATION AS NECESSARY, 2 PER COR. STANDARD DETAIL TREE LIMB REMOVAL PER PSE /POTELCO s f0, H032.1, TYPICAL. REQUIREMENTS, PRIOR TO POWER CONNECTION SAN, f SUBMITTAL RDR 13/28/07 RDR 50 Barshausen �^ ""°° +m " ° "aw'�,.°D, _® CITY OF RDR 10/15/07 RDR DES�c"e°: 1 ° =20' Q� TON PBPW RDR 12/17/0 RDR Barghouaen I RENTON RDR 01/10/08 RDR °� RDR Ali /os /DS HPG 01E1m RDR Planning /Building /Public Works Dept. ,f NOT ONE INCH REVISION BY DATE APPR ^'v"°im: s^a,c,w MNar RDR 5- 342401 A �G HA& %q 18215 72ND AVENUE SOUTH Q KENT, WA 98032 m Z (425)251 -6222 75 Ep ��� o (425)251 -8782 FAX E ENGxO Z 2 w.01 S+G y CIVIL ENGINEERING, LAND PLANNING, h `r7NG ENGTN��Q SURVEYING, ENVIROMENTAL SERVICES DOE, AS —BUILT 11 -27 -07 fIE1DB0?(:- WATER, SEWER AND UTILITIES PLAN — DM.W No: FOR 012653 CAMIIE'tNG PROPERTY E~ `C5 °F:7 CD:W:W -342401 (ge', la- 3 +2goa 5- 34qqoa 4A °"AYJ r c� C[. w O,a ' ,wry (.). i ,3 FF. 386.00 �I 4 _ �. ita 6" PVC C -900 STUB W /CAP1 1' IE. 380.00, 2X4 WOOD MARKRR, TYP. �- GAS SVC PER PSE. PVC DUCTS FOR � POWR, TV, TEL, ETC. \ \ \ �- 1" 'Wh -1N 4 "PVC CONDUIT \ , \ 61' 31' -�� 42LF 6" PVC C -900 Q % MIN. o 0 \ W a0 0 4 "PVC 45' AYE ' m 2- 1 "4(ND PLASTIC WA SERVICE NE$ 1\ oa IN 4" PVC CONDUIT A FF. 385.00 ' s 5 FF. 386.00 f - HANDHOLD BOA, AND POWR; SERVICES FOR LOTS 3,4,5,6: °o c PER; PEE PLAN & SPECS. MOVE EX. HYDRANT, 3.5; OAS g{g -B{{� EH86- OFF NEW PROPERTY LINE, REINSTALL PER C.O.R. E. 380.00 i TD. DETL 6102 40 LF 6' PVC ;SS ,. ____ - 379.00E ------------ _0 `_- - 0 �- 40 LF 6' PVC °`S- 13 -@2% 2 WA SERVI 7 NN GAS TV 6" PVC C -900 SS TEL 6" PVC C -900 SS POWER 2 - 1" HD PLASTIC WA, IN 4 "4 PVC CONDUIT NOTE: ALL UTILITIES TO HAVE 3' MIN. COVER UTILITY SPACING SECTION A -A: 24' PRIVATE DRIVEWAY NOT TO SCALE, SEE SECT A -A, SHEET 4 FOR PAVING SPECIFICATIONS - I 6' STUBS / 10 FT PUBLIC UTIL ESMT. 50' 3 -3/4° 8" PVC CLEANOUT WATERI / PER CDR STD DTL B076.1 METER PE COR B10 DETAIL 30' Row peplcATloN W O Cl. RING AND COVER PER / COR STD. DWG. BR36 8106 ` i N. 189,201.85 E. 1,307,487.85 RIM ELV. 385.50 11 IE. ,. IE. 379.27 MATCH 1 8 PVC CL:ANO� - EX ELV. 3 2.7 -..- - - RIM E IE. 379. 370 31[3 PER SAD -DTL $076. RIM ELV. 82 72 I O NEW IE. 7387 E �7 EX. IE. 3-177 W. COREDRILL / CREATE NEW . 1 +00 1 +20 1 +40 1 +60 1 +80 2 +00 2 +10 NE. 21ST ST. SANITARY SEWER 1"=40' HORIZONTAL 1 " =10' VERTICAL FULL WIDTH TRENCH RESTORATION AS NECESSARY, 2 PER COR. STANDARD DETAIL TREE LIMB REMOVAL PER PSE /POTELCO s f0, H032.1, TYPICAL. REQUIREMENTS, PRIOR TO POWER CONNECTION SAN, f SUBMITTAL RDR 13/28/07 RDR 50 Barshausen �^ ""°° +m " ° "aw'�,.°D, _® CITY OF RDR 10/15/07 RDR DES�c"e°: 1 ° =20' Q� TON PBPW RDR 12/17/0 RDR Barghouaen I RENTON RDR 01/10/08 RDR °� RDR Ali /os /DS HPG 01E1m RDR Planning /Building /Public Works Dept. ,f NOT ONE INCH REVISION BY DATE APPR ^'v"°im: s^a,c,w MNar RDR 5- 342401 A �G HA& %q 18215 72ND AVENUE SOUTH Q KENT, WA 98032 m Z (425)251 -6222 75 Ep ��� o (425)251 -8782 FAX E ENGxO Z 2 w.01 S+G y CIVIL ENGINEERING, LAND PLANNING, h `r7NG ENGTN��Q SURVEYING, ENVIROMENTAL SERVICES DOE, AS —BUILT 11 -27 -07 fIE1DB0?(:- WATER, SEWER AND UTILITIES PLAN — DM.W No: FOR 012653 CAMIIE'tNG PROPERTY E~ `C5 °F:7 CD:W:W -342401 (ge', la- 3 +2goa 5- 34qqoa 4A °"AYJ r c� C[. w O,a ' ,wry (.). i ,3 _ i