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CONSTRUCTION NOTES <br />QUASHNICK <br />STA 1+00 <br />N 6064.69 <br />E 4989.01 <br />QUASHNICK ROAD <br />STA 9+76.59= i <br />SILVER CHASE DRIVE <br />` 1 <br />STA 8+29.75 1 <br />INSTALL SURVEY MONUMENT BOX <br />AND COVER (TYP) <br />- <br />T N <br />1 2+00 3+00 4+00 5+00 N89'31'S6"E 6+00 7+00 $+0D 9+00 10+00 11+00 TOD <br />° Ir W + �' W Z W 04 <br />J <br />1 s + 1 = LLj <br />o 1 <br />1 2 3 4 5 I 6 7cq <br />1 <br />STA: 4+21.59 27'R STA: 7+41.59 27'R STA: 9+32.59 27'R <br />CONSTRUCT DMH 5 CONSTRUCT DMH fi CONSTRUCT DMH 4 <br />INV=32.44 INV=31.80 I INV=31.17 t W <br />W <br />3 INV=30.67 1 Er <br />SILVER CHASE DRIVE INV=30.17 24" S5 NOTES: <br />SEE SHEET 15 1. WHERE WATER LINE CROSSES <br />DRAINL.INE, WATER LINE SHALL <br />BE OF CLASS 200 PIPE OR <br />QUASHNICK ROAD EQUIVALENT. <br />2. STORM DRAIN PIPE SHALL BE <br />CLASS III RCP REINFORCED <br />CONCRETE PIPE OR AS NOTED. <br />N I pl cD U)� n <br />PROPOSED n r <br />RIGHT EP `n° i � °,�° °°� <br />i ! <br />j O j I n QO 001 <br />PROPOSED FL cv i <br />cd <br />DITCH RIGHT <br />EE t f <br />i <br />PROPOSED ;RIGHT EP40 <br />i40 <br />- <br />1...... J — --- <br />! EXISTING CLPROPOSEq DITCH FL - _ _ r— — — _ — — - _ — — — — <br />I i i ,03% i 0 <br />-0.25%11 <br />MIN. _ - -- - ` XIST 8 W N <br />�FX <br />PVC WATRas <br />95-L yV <br />I1 i Z <br />I <br />i <br />j PLACE 320 LF X 12" RCP SD 0 S=0.0020 <br />' PLACE 191 I. LF X 12" RCS SD ®s=o.ao33 <br />E ff i PLACE 329 LF X lEr RCP SD I 0 5=0.0015 <br />! I <br />' I <br />30 <br />_._........ <br />IL <br />I <br />I EXIST 33" SD ; EXIST 33" SD I I <br />i EXIST 3" SD ; EXIST 33" SID <br />Ld <br />20 <br />,i I ' <br />f I <br />�v - -- <br />L.. <br />04 <br />04 <br />+00� I +�N�r ��R-00 <br />N d' i t� r) n in <br />II zIl O.N aU <br />1�, I kdO> j �OZ i ZZ 0 i <br />I (n m Z (n U . s +-- <br />! _ 2 <br />i 3 <br />: <br />Lo <br />In j <br />to 00 <br />OD <br />F } + + + + <br />10 <br />j <br />0+00 1 +00 2+00 3+00 4+00 3+00 6+00 7+00 8+00 9+00 10+00 11 +00 12+00 <br />REVISION DATE DESCRIPTION APPROVED DATE COMPUTED: MJB(ESSIpN IMPROVEMENT PLANS FOR DATE:1a/28/1999 <br />_ _ _ CELLA BARB <br />/T <br />— DRAWN BY: RAE RDF RHK e� 7 <br />SCALE- <br />-- / / l /Q BLACK OAK ESTATES <br />HORIZONTAL: 1„=4a' <br />ASSOCIATES = z <br />OF <br />DESIGN BY: SRB <br />,� NO. 047099 12/31 <br />. 5QUASHNICK ROAD STA 0+00 TO 11 +00 VERTICAL: ' =4' <br />ENGFIEERRIG. PIMIIkIG . IANOS(:APE hACHfiECiURE . MIATEft IiESOURCES UR4E't� � ExP. /49 pp <br />L PROJ. ENGR. SRB 777 CAMPUS COMMONS ROAD SUITE 200 SACRW4IENi0, CA 95825 *`sl�TFCADFILE: Q1.DWG 2+U <br />"— - PHONE {916} 565 7446 FAX {9I6} 565 7452 COUNTY OF SAN JOAQUIN CALIFORNIA JoB No: 530084.01 <br />PRINTED: THUR 10/28/1999 16:03:31 <br />