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CONSTRUCT MANHOLE PER CITY STD. 3012
CONSTRUCT MANHOLE PIPE TO PIPE PER CITY STD. 3013
CONSTRUCT JUNCTION STRUCTURE PIPE TO PIPE PER CITY STD. 3009
CONSTRUCT 12" CMP RISER PER DETAIL ON SHEET 3
EXIS1iNG ANCHOR POLE TO BE RELOCATED BY S.C.E.
SAWCUT & REMOVE EXISTING CURB AND GUTTER, REPLACE WITH 12' WIDE DRIVEWAY
PER CITY STD. 1002
CONSTRUCT JUNCTION STRUCTURE PIPE TO PIPE PER CITY STD. 3010
CONSTRUCT PCC DRIVE APPROACH PER CITY STD. PLAN NO. 1002,
W=16' UNLESS NOTED OTHERWISE
REV. REVISION DESCRIPTION ENGR. DATE CITY DATE BASIS OF BEARINGS. Prepared By: CI ! ®f ( ` TAI �tA CALl"ANIA
Q Q SHOULD CONSTRUCTION OF REQUIRED Prepared For: THE BASIS OF BEARINGS WAS TAKEN FROM THE CENTERLINE OF pR®F E5S s0,y
IMPROVEMENTS NOT COMMENCE WITHIN CITRUS AVENUE AS SHOWN ON TRACT 16540, M.B. 299113-15. ALLARD-1® oN® J. q �� STOAM DRAIN PLANS
TWO S OF THE DATE OF APPROVAL BEING: N00.16 44'W CiEEIvil Engineering -Land Surveying -Land Planning � — ��� ��
GRAND PACIFIC COMMUNITIES, CORP g g Y�g g � 0 DRAWN BY: TRACT N . i89B, SCALE:
SHOWN HEREON AND CARRIED FORTH IN A ' BENCHMARK' 16866 Saville Avenue `" o
DILIGENT MANNER, THE CITY ENGINEER MAY 100 N. BARRANCA AVE., SUITE 950 CALTRANS BENCHMARK NO. 8-17 Fontana, California 92335 w No. 36052 m AE AS NOTED
BEFORE �„� DADIAL ®SWORKINGBEFORE REQUIRE REVISIONS T THE PLANS TO WEST COV85 8 91791 BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' N/0 (909) 356-1815 Fax (909) 365-1795 `�_ Exp. 6/30/18 DESIGNED BY: LINE 'A 00.00 — 22+42.40 DATE:
Y ❑ U DIG YOU DIG ® (626) 858 8666 HIGHLAND AVENUE, 0.2 MI W/0 SAN SEVAINE ROAD, IN SOUTH w kP \� DBW July, 2018
BRING THEM INTO CONFORtMANCE VIVITH CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 Ml. WEST `'� C qT� CtV1� ®�� CHECKED BY. APP VED DRAWING NO.: 2
TOLL FREE 1-800-227-2600 CONDITIONS AND STANDARDS IN EFL ALONG HIGHLAND AVENUE FROM SIERRA AVENUE Raymond J. Allard, M.E. 36052 Date ®F CA0 RJA DATE. 7 /45
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT EL=1428.609 (expires 6/30/2018) CITY ENGINEER R.C.E. 51152 5
Filename: I:\Grand Pacific Communities — 339\Tr18981 Citrus and Curtis\DWG's\FINAL DESIGN\STORM DRAIN\STORM DRAIN TR 18981 SHT 2.dwg