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86'1 CL <br />43' 43' <br />10' 29' 8' 29' 10' <br />AC CURB <br />BLACK OAK DRIVE QUASHNICK ROAD (�) <br />2% : 2% <br />SEE SHEET 12 SEE SHEET 7 <br />LANDSCAPE 6' WALL <br />BY OTHERS BY OTHERS <br />1 16 <br />5' S r 3011 <br />SECTION A -A NTS <br />25 24 5 A LANDSCAPING TO BE MAINTAINED BY HOME OWNERS <br />SS SEE LANDSCAPE PLANS FOR ENTRY DETAIL <br />105'001 <br />� <br />t <br />i <br />.-.... ..... .. .. ..... _... r <br />tD ARV 1 <br />2 <br />SILVER CHASE DRIVE STA 1+00.00 = + g'._ _ ._ _ _ _. .. _...._ .._ .y-.-.... .- oo I SILVER CHASE DRIVE STA 8+29.75 = C <br />ONSTRUCTION NOTES <br />Oj STA 5+03.50 <br />BLACK OAK DRIVE STA 9+37.64 $ j QUASHNICK RD STA 9+26.59 CONSTRUCT TYPE 1 CATCH BASIN <br />Go <br />N GRATE -36.48 ; FL -31.48 (12" THRU) <br />2+00 3+00 W o 4+0 N00'28'04"W _ _ 729_75' 6 00 _ I 7+0 W 8+ 0 & CONNECT TO DMH W/10 LF X 12" DRAIN <br />* 75 ®S=0.014 FL 0DMH=30.93 <br />24'SD 24 SD <br />00 O2 STA 5+08.50 <br />N ;.� N © CONSTRUCT TYPE 1 CATCH BASIN <br />d I STA: 8+02.75 6'R GRATE=36.52 FL=31.52 (12" THRU) <br />..._ .. ._ .._ -... ..- FONS'R QCT(( DMH <br />N) 4 ®S�0.078 NNECT TOL ®HDMH�30.933 LF X 12" DRAIN <br />STA: 9+43.64 6'R BLACK OAK DRIVE 3i I FL=30.67 (18" E) <br />CONSTRUCT DMH 8 S ( ) <br />FL=30.60 12" NW & NE) g S 1 71.1 93. _.83 R FL=30.19 24" S <br />FL=30.10 18" IN W + R.P. A p 7+ 3.75 6.8• <br />FL=29.60 24" IN N3 g 7+ .93 2. 'R �'� +S <br />FL=29.10 30" OUT E) 22 23 CONSTRL°CT7DMH 7 6 R.P. ��.�$ <br />FL=30.93 12" E & W) <br />FL=29.93 �24" THRU) <br />R.P. <br />NOTES: <br />1. WHERE WATER LINE CROSSES QUASHNICK ROAD <br />BLACK OAK DRIVE DRAINLINE, WATER LINE SHALL SEE SHEET 7 <br />BE OF CLASS 200 PIPE OR <br />SEE SHEET 12 EQUIVALENT. <br />SILVER CHASE DRIVE 2. STORM DRAIN PIPE SHALL BE GRATE ELEVATION SHOWN IS GUTTER <br />RCP CLASS DI OR AS NOTED. FLOWLINE AND DOES NOT INCLUDE <br />1" D PRESSION. _ <br />3. CIPCP - CAST -IN-PLACE <br />CONCRETE PIPE. <br />4 0 <br />00 to <br />Lo Lo <br />CLPOSED (DGRADEr- M M ,h r� r1 <br />04 � <br />I i N <br />PROPOSED n N ^ M <br />FLOWLINE M rcoi 1 <br />PVI S A: 3+09.85 <br />P LEV: 38.55 <br />I <br />C=60' PVI ST 5+03.50 <br />PVI ELEV: 36.78 <br />I 1 <br />4 V =fi0' <br />PROPOSED CL --_- <br />40 <br />EXISTINGCL _1 _ _ __ _ _- _ _-.___ _____ _._-_-_}- --.__.. _ - _. _.. --- --.__ ____ _..----_-_. _ ---- --._ ._-__ --_---___.-_.__- <br />_ _ ___. _ - � M`, �-- ---�-- -0.91 1 lb, <br />075% <br />-- - - _% � •`� <br />Rl 90 2'Io 0.9 % 0.43 ii <br />PROPOSED FL <br />20 LF 0.51 % FLOW LINE <br />I <br />I 30" MIN CLASS 200 PVC <br />i <br />4 F X PVC ER <br />' G <br />30 <br />PLACE 409 LF X 24" CIPCP� SD S=0.0008 PLACE 304 LF X 24" CIPCP' SD O 5-0.0008 0 _ _ _ ___-_ __------ __ _ __ _-.. _ <br />ty <br />__. _ I 12LFX 12" RPSD �aY <br />® S=0.140 ,o z <br />uix <br />0n rn m <br />O i row01M <br />O ` ! Ao Il <br />!,W (npzK I <br />w <br />mVw�w J�� J �= c0=3 <br />00 3z�- owe I x`''F- .no`cvbo <br />a 3 <br />f0 = __ 3 Q W ID fl Nxd N V e- r <br />+t piNgO it O a Y O Q f� r� li p p h _.___ <br />�o a __...___.._ ._ 00 � N U 20 <br />0_ - <br />Z__O <br />_-_..._ _ _ ._-____ j }. <br />_.... j _ _ _. __. ___ _ __. _�?ioo"oo ____ ___+wmM_.-_ 7 _ _.__ v>,� u7tN �0�� u EX 33"SD <br />_ -. <br />. 11 ..a z NU��� L=24.8± <br />rn�Ioornrn z � _ v~i00C2� <br />+ I <br />{ VIMMNN � ¢ II s Q II II <br />tR.-m M <br />4o II II II II �U__ <br />{- OI J J J U Iy� F- - <br />� U li Lc li It <br />i <br />i m� I I m � x <br />0i oi Lr; <br />CA/iii 0)i O1 + ++ +.'+ ,+. LLJ <br />1p <br />` + + <br />013 <br />0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 <br />WI REVISION DATE DESCRIPTION APPROVED DATE COMPUTED: MJB CELLA BARB ��Ess/ IMPROVEMENT PLANS FOR DATE: 10/28/19x9 <br />, R 15 <br />DRAWN BY: RAE/RDF/RHK BLACK OAK ESTATES SCALE: <br />� ,C;"=4D' DFASSOCIATES 0 Zz HORIZONTAL: <br />a DESIGN BY: SRB �cxnEctuRt• >ERn s E�%P�2%31 9999 SILVER CHASE DRIVE STA 1+00 TO 9+00 <br />VIA <br />n *s .6c * CADFILE: A1.DWG 28 <br />A/ I� PROJ. ENGR. SRB 777 OPUS COMMONS ROAD SUITE 200 SACRAMENTO, CA 95825 TglF�CAO COUNTY OF SAN JOAQUIN CALIFORNIA JOB NO: 530084.01 <br />PHONE (916) 565-7446 FAX (916) 565-7452 <br />0 <br />PRINTED: THUR 10/28/1999 14:14:4 <br />