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O <br />DELTA/BEARING <br />RADIUS <br />LENGTH/DIST <br />TANGENT <br />O <br />47'21'55" <br />400' <br />330.67' <br />175.44' <br />2O <br />N20'52'41"E <br />112.28' <br />O3 <br />44'41'50" <br />400' <br />312.05' <br />164.45' <br />® <br />48'36'25" <br />162.50' <br />1 137.86' <br />73.39' <br />SEf 5tt Pubtl u <br />e�9Ck �y£� �� QUASHNIC�K ROAD <br />qk p wS t+ <br />g <br />13 <br />41 <br />14 <br /><� ti <br />o <br />Git�v o g �o0 15 <br />16 4 <br />/4%_ <br />Qci <br />d:' N <br />+ <br />�, 3 4 $, 8 <br />W <br />30' \ <br />SD 3 <br />9 <br />x , <br />o 18+� p4 <br />1 <br />ST : 13+44.90 6'R <br />NSTRUCT DMH 12 1 w <br />L=32.20 12„ E) 2 <br />FL=30.58 12" NW) 1 SD <br />FL=30.58 1127 N) 2 <br />FL=28.08 30" IN) EASTVIEW DRIVE6 <br />FL=28.08 30� OUT) STA: 13+50.90= � <br />_. 30, + <br />FL=29.58 12 SW) _ g <br />50 BLACK OAK DRI 0 54 <br />STA: 22+73.14 51 5 55 wS 2 ' <br />52 53 <br />NOTES: STA: 15+73.00 6'R ONSTRUCTION NOTE <br />QUASHNICK ROAD <br />1. WHERE WATER LINE CROSSES CONSTRUCT DMH #11 <br />DRAINLINE, WATER LINE SHALL FL=32.36 (12" S) 1O STA 13+01.90 3O STA 14+01.58 l�5 STA 15+74 SEE SHEET 8 <br />BE OF CLASS 200 PIPE OR FL=32.36 (12" SW) CONSTRUCT TYPE 1 CATCH BASIN CONSTRUCT TYPE 1 CATCH BASIN CONSTRUCT TYPE 1 CATCH BASIN <br />EQUIVALENT. FL=32.36 (12" E) GRATE=36.70 ; FL=31.04 GRATE=36.35 ; FL=30.77 GRATE=38.40 ; FL=32.66 <br />& CONNECT TO DMH W/48 LF X 12" DRAIN & CONNECT TO DMH W/63 LF X 12" DRAIN & CONNECT TO DMH W/15 LF X 17' DRAIN <br />2. STORM DRAIN PIPE SHALL BE 0 S=0.020; FL 0 DMH=30.08 0 S=0.019 ; FL 0 DMH=29.58 0 S=0.020; FL 0 DMH=32.36 <br />CLASS INRCP REINFORCED EASTVIEW DRIVE <br />CONCRETE PIPE OR AS NOTED. 2 STA 13+44.90 4 STA 16+10.08 <br />CONSTRUCT TYPE 1 CATCH BASIN CONSTRUCT TYPE 1 CATCH BASIN GRATE ELEVATION SHOWN IS GUTTER <br />3. CIPCP - CAST-IN-PLACEFLOWLINE AND DOES NOT INCLUDE <br />CONCRETE PIPE. GRATE=36.35 FL=32.46 GRATE=38.65 FL=33.20 <br />& CONNECT TO DMH W/13 LF X 12" DRAIN & CONNECT TO DMH W/42 LF X 12" DRAIN 1" DEPRESSION. <br />0 S=0.020 FL 0 DMH=32.20 0 S=0.020 FL 0 DMH=32.36 <br />PROPOSED uMi �no <br />CL GRADE r~ rt0i M 'M M10Qi <br />PROPOSED M N I� cq n co .10 <br />{ <br />FL M M M M M M <br />PVI STA: 12+40.00 j { <br />STA: 13+50.90 <br />P <br />PVI ELEV: 37.40 VA <br />PVI ELEV: 38.60 <br />VC=40'j <br />VC=60' <br />I <br />EXISTING CL 2.0�J-40 <br />PROPOSED CL 50`% F.H.F�i <br />84 LF X 8" PVC WATER -41 <br />._ _ <br />I <br />i� 0.68% � � I l <br />O + 0.8% 20 LF <br />CLASS 200 PVC 3O" MIN VC AT20 LF <br />20 LF CLASS 200 PVC 6.80 <br />PROPOSED FL INV= <br />W I " <br />j <br />CLASS 200 PVC <br />W W' i { <br />= J <br />�\ <br />in <br />W _ X <br />2° RCP SO 0 5=0.010 PLACE 42 LF X 12" RCP SD <br />W0 p�ACE 228 LE 1 0 S=0.020 <br />30 <br />(n <br />PLACE 145 LF X 30" CIPCP SD 4 ` <br />0 S=0.0010 <br />PLACE 63 LF X 12" RCP SD <br />PLACE 48 LF X 12" RCP SD 0 S=0.020 <br />0 S=0.02041� j <br />LLI <br />W18N QIW- { Nl0�I W'. <br />c; <br />INN'N'O'ON QOj3� ODNN N! <br />dUN10tn 001t') �O ^Ur'7MM� a <br />1}000 OD OD ao 00 MV M +� I .. <br />M <br />cp cC) i0 <br />90 <br />IF- N O O 00 M 0) j " W M �' 1- N N N f k „ _ _ ...._.___- _ ._.__.._ ... _..._ . .__. _.__. ._.__. ._...__... _._ ___.. G -......._ ... _._,. _._._ ____. ....... <br />+ . _.. __ -� � Z 5 ....__._ ___ _ _, __ _ __ ____. _ <br />- -- z Q II II I i <br />QZ II II II II it II Qz0 Z ' <br />N�L�LLWL-I- (nC)W_ (nUWWli 6c <br />rOJJJ_.1JJ h-O� F- JJJi <br />F- <br />I-- <br />( i <br />I <br />F- U m <br />J x U U <br />i 0] ' <br />U U m p Z � CEJ �(mj _ 0. <br />> ro <br />m (D W ipOj pOj U) 00 h i. O O O O' j <br />et ir) 00 01 <br />10 <br />I + + + I+ + + + + + +'+ + f + 1 + + + 10 <br />1n 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 <br />REVISION DATE DESCRIPTION APPROVED DATE MJB /' ��R i IMPROVEMENT PLANS FOR DATE: 10/28/1999 <br />i COMPUTED: CELLA BARR 11 <br />\\ DRAWN BY: RAE/RDF/RHK(m <br />�� BLACK OAK ESTATES SCALE: <br />HORIZONTAL: 1"=40' OF <br />a DESIGN BY: SRB ASSOCIATES B NO. C 047099 VERTICAL: i"=4' <br />nocr+�Ee►c.p,,,NNG.UNp5f1pEARCHIECIURE.wA1FRRESOURCES.SUREYING � EXP. 12/31/99 EAST VIEW DRIVE STA 11+00 TO 23+00 <br />f r` PROD. ENGR. SRB 777 CAMPUS COMMONS ROAD SUITE 200 SACRAMENTO, CA 95825 *Spgl� "gyp CADFILE: E2.DWG 28 <br />PHONE (916) 565-7446 FAX (916) 565-7452 OF COUNTY OF SAN JOAQUIN CALIFORNIA JOB NO: 530084.01 <br />DDII n. TWI 10 1APoA/1000 1l•9S•IA <br />