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HomeMy WebLinkAboutTED4003776.60 0 20 POR TION OF THE NE 114 OF SECTION 6, TWP. 22 X RGE. 5E., W.M. KING COUNTY, WASHINGTONZi i w I l I I I 1 I Q o - =1 I b -zp• I WI. - - -J L- - - _ rV ` LO I 1 y a a ' � � D/W CUT START L - - a- L - - -- &UTILITTY STA. 2+59.38 p0 a LEASEMENT CB#1 (TYPE 2-48"0) ROAD -A ° 1+00 2+00 - - - - - 32+0 a3 +00 o III ° �- N F_ R�b -�. CB#2 (TYPE 2 48"0) W - - ° °o-° • • I f . I o 2' GRAVEL f j pq � o_ ACCESS LOT#13 1 I I n CJ W 1N3W3Sv3 O ROAD Q ao a l 213M3S .Ol ►� / I ~ + Xf \ -J Cn 114 -----®- % p0 a� j' "` •� 4RF4r I '� I '� I 4 a ` • o� , a c � _�. c3 - - I I 4, - - -- -- i�oLO z - s Li -- J L - - - - - 140 PO STA = 0+61.50 ROADA PLAN oar PVI ELEV = 152.05 A.D. _ -3.54 K = 28.21 100' Vc SCALE: 1 " = 30' 'i 30 15 0 30 60 o LO O N 4i p m m O FQ- 005" PROPOSED GRADE @ C/L OF RD ssgg 0 Li G 0 EX. GRADE @ C/L OF RD cn 0 U p 0 cl:: + L- L UDi (a N O + M + Uj d ti c 9O� �2 srB 58LF-12" ADS N-12 @ 0,57, CB#2 L6 TYPE 2-4870 ® STA= 2+64.23 RIM= 4#"& 140, 99 " IE = 13A99 133 , G4 N CB#4 'o STA= 2+64.23 co RIM= -i+! &04- 14-0. 93 ' 09 r- m co 0 po Ln 't rO 1+00 2+00 3+00 ROAD -A PROFILE HORIZ. SCALE: 1 `30' VERT. SCALE: 1"=3' 0 130 120 110 30+00 PROFILEALONG SSMII#1-4 HORIZ. SCALE: 1 "=30' VERT. SCALE: 1 "=3' CATCH BASIN STR UCT URE OFFSET TABLE CENTER OF STRUCTURE CENTER OF STRUCTURE STRUCTURE TYPE OFFSET FROM FACE OFFSET FROM BACK OF OF VERT. CURB 1.5' THICKENED EDGE TYPE 1 w/B2a GRATE 0.92 1.50' TYPE 1 w/ THRU CURB INLET 0.65 N/A TYPE 2, 48" w/82o GRATE 1.92 2.50' TYPE 2 48" w/THRU CURB INLET 1.65 N/A TYPE 2 54" w/82a CRATE 2.17 2.75' TYPE 2 54" w/THRU CURB INLET 1.90 N/A TYPE 2 60" w/B2a GRATE j2.42 3.00 TYPE 2, 60" w/82a CURB THRU INLET - - 2.15 -- - N/A TYPE 2, 72" w/B2a CRATE 2.92 3.50' TYPE 2, 72" w/B2a CURB THRU INLET 2.65 N/A TYPE 2, 96" w/82a GRATE 3.92 4.50' TYPE 2, 96" w 82a CURB THRU INLET-7-3.65 NIA /voTF,,- )POSED CATCH BASINS ARE WITH GRATED LOCKING LID OTHERWISE SPECIFIED. IP SCALE: 1 " = 30' 30 1� 0 60 Ail Know what's below. Call before you dig. UTILITY CONFLICT NOTE:` CAUTION. - THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, 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 @ 1-800-424-5555 POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASF/I UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR CONSULT TO PROCEEDING WITH CONSTRUCTION. 31+00 32+00 33+00 TABLE 4.2.1.A1 - ALLOWABLE MATERIALS AND MINIMUM COVER PIPE TYPE MINIMUM COVER FT PUBLIC PRIVATE ALLOWED IN ZONE 1 OF THE APA CORRUGATED STEEL PIPE 2.0 YES YES YES SPIRAL RIB STEEL PIPE 2.0 YES YES YES PLAN CONCRETE PIPE (PCP) 2.0 NO YES NO REINFORCED CONCRETE PIPE (RCP) 1.0 YES YES NO CORRUGATED OR SPIRAL RIB ALUMINUM PIPE 2.0 YES YES NO DUCTILE IRON 1.0 YES YES YES LINE CORRUGATED POLYETHYLENE PIPE (LCPE) 2.0 YES YES YES CORRUGATED POLYETHYLENE PIPE (CPE) - SINGLE WALL 2.0 YES YES YES POLYVINYL CHLORIDE PIPE (PVC) 3.0 NO YES YES SOLID WALL HIGH DENSITY POLYETHYLENE PIPE (HDPE) 2.0 YES YES YES FOR PIPE SPECIFCIATIONS INCLUDING ACCEPTABLE PIPE JOINTS SEE RMC 4-3-050S. K-37T 606 -�-r- I. 2 8"pAc i 2 CITY COMMENTS JRC 10-28-2014 1 CITY COMMENTS SJM 03-05-2014 R,EV. NO. DESCRIPTION INITIALS DATE CITY OF RENTON APPROVED B �gaDATE: APPROVED BY.DATE: APPROVED BY: DATE: �t1���C�a� ��n1C•�s�3C��G°3�G'�� C�©o P.O. BOX - 1478 EVERETT, WA 98206 (425) 303-9363 (425) 303-9362 FAX INFO@ INS IGHTENGINEERING.NET SITE ADDRESS: XXXX S 192ND ST. RENTON, WA 98055 TAX ACCOUNT NO.'S: 793100015106 POR TION OF THE NE 114 OF SECTION 6, TWP. 22 X . RGE 5E., W M. TALBOT & 55TH A VE PLAT DWG FILENAME DESIGNED BY. DATE. I SCALE: I JOB NO.: 110539-FINAL.DWG IJRC 11-26-2012 1 "=30' 11-0539 SHEET C6 ROAD & DRAINAGE PROFILE of AND CROSS SECTIONS 14 a C C m m Ol cn 'S TT W To z m z m m cn 0 D U) D G U m 00 0 0 m C Zm7 m cn D� Z C m o rn U z z m cn 0 5 m sD Z G� Z 9 co m m �L rzi j■■��j z T 0 z � ti Q Z C Eli m rn y Un `" C v � w A c 0 0 1)M m Do �N CDC G