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1 <br />O <br />DELTA/BEARING <br />RADIUS <br />LENGTH/DIST <br />TANGENT <br />1O <br />N 11-12'1 4"E <br />46.46' <br />0 <br />9'53'55" <br />400' <br />69.10' <br />34.64' <br />3O <br />N00'35'45"W <br />148.42' <br />�� 6� <br />SEE svEf OR1V� ` %%Ff <br />Oqk �2 <br />EAST • ow R/IlF <br />BLACK OAK DRIVE x <br />16 2 STA 22+73.14 0� 20 <br />6' EAST VIEW DRIVE .`' 21 <br />STA 13+50.90 38 <br />6 BLACK OAK COURT 1 <br />51 STA 1+00.00 <br />1 > <br />+ BLACK OAK DRIVE 0� 2 3 <br />STA 3+96.33 <br />CA 11 O 10 <br />F- Z _ S69'0T19"E 20+ 0 tO W 21+00 0 359.32_ _ 22 + _ I W - o <br />LL' <br />J SD STA: 4+49.51 6'R BLACK OAK DRIVE .� <br />CONSTRUCT DMH 9 <br />w 2 FL=31.35 (12" IN N,NW,S) INSTALL SURVEY MONUMENT <br />U FL=30.85 !8" OUT E) FRAME & COVER (TYP) <br />F' p� FL -31.92 12" IN W) p� . <br />STA: 13+44.90 6'L EASTVIEW DR d'v' <br />+ CONSTRU T DMH #12 00 <br />FL=32.20 12 E) j <br />.. _ <br />FL=30.58 W) <br />12" N 5 <br />50 FL=30.58 12" N) <br />Is <br />FL=28.08 30" IN) <br />/ 39 j cn CONSTRUCTION NOTES <br />FL=28.08 30" OUT) o <br />FL=29.58 12" SW) 0 19 <br />41 B 18 O1 STA 1+51.00 <br />CONSTRUCT TYPE 1 CATCH BASIN <br />I 1 16 GRATE=37.16 ; FL=32.66 <br />NOTES: y I _ & CONNECT TO DMH W/30 LF X 12" DRAIN <br />SimEAST VIEW DRIVE 1. WHERE WATER LINE CROSSES BLACK OAK DRIVE ®S=0.0167 FL 0CICB=32.16 <br />DRAINLINE, WATER LINE SHALL STA 1+51.00 <br />SEE SHEET 11 BE OF CLASS 200 PIPE OR SEE SHEET 12 2 CONSTRUCT TYPE 1 CATCH BASIN <br />EQUIVALENT. <br />GRATE=37.16 FL=32.16 <br />2. STORM DRAIN PIPE SHALL BE & CONNECT TO DMH W/58 LF X 12" DRAIN <br />BLACK OAK DRIVE CLASS X RCP REINFORCED BLACK OAK COURT ® S=0.0041 ; FL ® DMH=31.92 <br />CONCRETE PIPE OR AS NOTED. <br />3. CIPCP - CAST -IN-PLACE GRATE ELEVATION SHOWN IS GUTTER <br />CONCRETE PIPE. FLOWLINE AND DOES NOT INCLUDE <br />1" DEPRESSION. <br />0001 PROPOSED r° M a'`10 cOo j O PROPOSED <br />CL GRADE M M 06 CL GRADE <br />">' I o `O 00 i KIO PROPOSED <br />PROPOSED ^ { M OD <br />FIL <br />FL r)in <br />PVI STA: 22+28.04 <br />i PVI ELEV: 37.30 <br />EXISTING CL <br />I VC= <br />60' � I <br />I i I i <br />i <br />40 <br />PROPOSED CL - - -� - EXISTING CL PROPOSED CL I 1. % - <br />O <br />-0.25% �- �.25i <br />Q 1.33% PROPOSED FL 30" MIN <br />+ PROPOSEp FL <br />a1 30" MIN <br />Lv <br />w Z_ 363 LF X If PVC WATER <br />w = <br />PLACE 20LF' X 12" RP SD <br />to 30 FU- �G ® S=0.0147 <br />30 <br />� PLACE 379 LF X 30" CIPCP (SD ® S=0.0008�> <br />LLj <br />I <br />30" SD L <br />FL=28.38 0 p <br />w J v (N <br />o �c <br />�0 zW� zo <br />u"o j mrnz 3 <br />m3Wr..3i z�3 �m Z0� �Qm <br />! o i x I I <br />+rv�iN owz_ocn �oIN cro3z <br />0o 00 t <br />20 cq <br />+ M rnp2VRV `b�rty CAU O <br />O 90 <br />t�Oz M�MMF7NO. . FN 04 OiMMM FQ3Z <br />Q II III _11 11 11 <br />j_j_ ��� (n CAO <br />V) V <br />I i I I ' <br />U U U' m� <br />Of <br />cc U C7 V W Z J <br />O_ <br />r(ill cJi' ym Omm UI w <br />rn o, o o! o o CD! <br />00 <br />^ h o <br />a O Oa r m00 00 M rn O d It �. W <br />10 O� + !+ N <br />10 <br />------------ <br />19+00 20+00 21+00 22+00 23+00 24+00 0+00 1+00 2+00 3+00 4+00 <br />REVISION PATE DESCRIPTION APPROVED DATE CELLA BARB <br />` <br />COMPUTED: MJB IMPROVEMENT PLANS FOR DATE: 10/28/1999 <br />DRAWN BY: RAE/RDF/RHK ASSOCIATES ~'� BLACK OAK ESTATES SCALE: 14 <br />ZZ z HORIZONTAL: 1"=40' OF <br />- DESIGN BY: SRB No. 047099 1"=4' <br />BLACK OAK DRIVE STA 19+00 TO 24+00 & BLACK OAKCOURT <br />VERTICAL: <br />ENO►EEItNG •PLANING • IINDSClPE ARCFIRECTURE • WATER RESOURCES .SURVEYING � EXP. 12/31 /99 <br />*SrC1V1�-�1,� P CADFILE: 83.DWG 28 <br />PROJ. ENGR. SRB 777 CAMPUS COMMONS ROAD SUITE 200 SACRAMENTO, CA 95825 4)F�CAU�` CALIFORNIA COUNTY OF SAN JOA UIN <br />PHONE (916) 565-7446 FAX (916) 565-7452 Q JOB N0: 530084.01 <br />PRINTED: THUR 10/28/1999 16:01:49 <br />