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U <br /> C <br /> 0 <br /> LEGEND <br /> U <br /> O <br /> co <br /> co — CENTERLINE <br /> — — — PROPERTY LINE <br /> — — — RIGHT—OF—WAY LINE / LEASE LINE <br /> T <br /> N <br /> — — — — — — EASEMENT / SETBACK LINE <br /> O Y <br /> ° \ APPROXIMATE CIVIL LIMIT OF WORK LINE <br /> U T <br /> Sp PROPOSED STORM DRAIN PIPE <br /> EXISTING STORM DRAIN PIPE <br /> GB GRADE BREAK LINE <br /> o R RIDGE LINE <br /> v \ <br /> E <br /> 617.50 TC <br /> O V 617.00 FS PROPOSED SPOT ELEVATION <br /> 615.50 TC) EXISTING SPOT ELEVATION <br /> o v7 <br /> U <br /> � O <br /> O co \ (615.00 FS) <br /> CIA <br /> O o <br /> o 2.00% PROPOSED FLOW <br /> T (DIRECTION AND SLOPE) <br /> Q Y <br /> — LANDSCAPE AREA <br /> 0 <br /> a� o <br /> BIORETENTION AREA <br /> fy <br /> � o D o <br /> � 0 Oo ° <br /> N <br /> .o U p <br /> o L as as as as— as as s as as as as as as <br /> O I INV OUT: (30.50); GRADING AND DRAINAGE NOTES <br /> � 6 <br /> Q I INV IN:30.50 ''' 14 <br /> �I� 3 I <br /> Ll a"' 1��� ��M�� ��M�� ��M�� ��M�� <br /> I 13 CONNECT TO EXISTING MANHOLE. <br /> O 3 INSTALL 8" SDR-35 PVC STORM DRAIN PIPE SLOPED AT 1.10% MIN. BEDDING AND <br /> � <br /> U I 14 TRENCHING PER CITY OF MANTECA STANDARD DETAIL U-7, SEE DETAIL 2 ON <br /> SHEET C8.1. <br /> � 0 <br /> � V <br /> z o <br /> U <br /> LLJ <br /> L 1 <br /> zo � W <br /> QE <br /> 0 � W <br /> o � <br /> 0y <br /> z <br /> a <br /> c� <br /> a <br /> I 'O 3 <br /> O a <br /> � U <br /> � II <br /> O �I <br /> 0 N <br /> O <br /> Q Q <br /> U 7 V <br /> / d 1 <br /> Ln N <br /> Q <br /> co <br /> N M <br /> 00 <br /> O <br /> U -' <br /> o <br /> 0 <br /> Q) <br /> E <br /> q <br /> U) <br /> O <br /> U <br /> N <br /> C) V) <br /> U O <br /> C Q) <br /> O <br /> 7 <br /> I � I q <br /> O <br /> 0 <br /> Q) tttttttttt0tttt` <br /> m <br /> O <br /> Q <br /> (D V) <br /> C, Q <br /> q <br /> Q) <br /> I <br /> 0 <br /> > <br /> W U <br /> J o ' <br /> Q <br /> z <br /> o <br /> / 3 I <br /> CGRAPHIC SCALE IN FEET <br /> 0 0 5 10 20 <br /> E <br /> c <br /> E 1" = 10 ' <br /> o WHEN PRINTED AT FULL SIZE <br /> (24" X 36") <br /> L <br /> o <br /> ISSUE DATE DESCRIPTION ENGINEERS SEAL <br /> DH_ <br /> 8/10/2020 1ST SUBMITTAL Kimley* HornCITY OF MANTECA te. CITY OF MANTECA <br /> o GM oQROFE�S/pyAPPROVED BY: <br /> DIAL TWO (WORKING DRAWN BY P 0�(O�Fycy 765 THE CITY DRIVE, SUITE 200 e <br /> BEFORE DAYS BEFORE JP C ORANGE, CA 92868 GRADING AND DRAINAGE <br /> (714)939-1030 CITY ENGINEER DATE CREN FQIaSRB C� ■ O <br /> YOU DIG YOU DIG CHECKED BY * RCE N0. 86160 * PREPARED R THE DIRECT SUPERVISION OF: RCE # EXP <br /> f q c1 1 1311 E YOSEMITE AVE., PLAN <br /> TOLL FREE <br /> PUBLIC SERVICE BY 1OO-227-2600 TH TF 0F CA��F � DATE: $/9/2.D2.D <br /> UNDERGROUND SERVICE ALERT RECOMMENDED JOHN POJCK, R.C.E. NO. 86160 EXP. 12/31/20 MANTECA, CA 95336 <br />