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64 9 601
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12" PVC
1442.03 INV.
1 n • ovf%
N 89'00'23" E
INV.
� NOTE:
CONTRACTOR TO VERIFY LOCATION
AND ELEVATION PRIOR TO START
OF CONSTRUCTION.
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TOLL FREE —800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
ENGR. I DATE I CITY I DATE
FLOW
12" PVC (SDR 35)
VARIES
LT 1\VI JL/ VV 1 L.LI 1 11 L
MODIFIED CATCH BASIN DETAIL
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
WITH WQMP DRAIN SYSTEM
Prepared For:
LENNAR
980 MONTECITO DRIVE, SUITE 302
CORONA, CA 92879
(951) 817-3545
FAX (951) 817-3650
CONSTRUCTION NOTES:
t1210 CONSTRUCT 12' PVC (SDR 35) LOW FLOW WQMP PIPE
11 CONSTRUCT PVC CLEAN OUT (LOW FLOW WQMP PIPE)
CONSTRUCT 18' PVC (SDR 35) LOW FLOW WQMP PIPE
t13 CONSTRUCT HEADWALL WING TYPE PER CITY STD. 3020
14 INSTALL RIP—RAP PER PLAN
GRAPHIC SCALE
20 0 20 40 80 10
(IN FEET)
1 INCH = 20 FT.
BASIS OF BEARINGS: Prepared BY: CITY OF FONTANA, CALIFORNIA
QRpF ESS / DN
THE SOUTH LINE OF THE NE 1/4 OF SECTION 26, T1 N, = ALLARD ENGINEERING �"D �� K q q� STORM DRAIN IMPROVEMENT PLANS
R6W, S.B.M. PER RECORD OF SURVEY 88/36-42,
�
BEING: N 89'37'36' E Civil Engineering - Land Surveying - Land Planning ��"� 009� F� DRAWN BY:
v� � a — SCALE:
16866 Seville Avenue No. 85349 z DBW/RC TRACT NO.
BENCHMARK: Fontana, California 92335 � m DESIGNED BY: LOW FLOW WQMP PIPE SYSTEM DATE:
CALTRANS BENCHMARK #8-17 (909) 356-1815 Fax (909) 365-1795 � Exp. 6/30/18 � DBW October, 2017
BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED10116117�9TF CIVIL � '� CHECKED BY. DRAWING NO.: 3
343 N/0 1-210, 0.2 MILES WEST OF SAN SEVAINE RD. ROBERT K- ALTA , A.C.E. 85349 DA of CA�� RKA ��; D �• 5648
EL=1428.609 (expires 6/30/2018) CITY ENGINEER R.C.E. 51152
Filename: I:\Walker\DWGS\FINAL DESIGN\STORM DRAIN\SD SHT 3.dwg