HomeMy WebLinkAbout5697-49
36 " STORM DRAIN PER
CITY DWG. NO. 5698
94
TOLL FREE -qqmmm"-1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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DESIGN STA.
DESIGN STA.
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SEWER LATERAL CROSSING TABLE
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NOTE
CONTRACTOR AND SURVEYOR TO VERIFY
SEWER LATERAL LOCATIONS
R
O AVOID FLATTEN SEWE•LA7
STORM DRAIN CONFLICT.
REV.
REVISION DESCRIPTION
ENGR.
DATE
CITY
DATE
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE MTHIN
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
Pr2pared For:
GRAND PACIFIC COMMUNITIES, CORP
100 N. BARRANCA AVE., SUITE 950
WEST COVINA, CA 91791
(626) 858-8666
BASIS OF BEARINGS:
THE BASIS OF BEARINGS WAS TAKEN FROM THE CENTERLINE OF
CITRUS AVENUE AS SHOWN ON TRACT 16540, M.B. 299113-15.
BEING: NOO' 16'44 'W
BENCHMARK'
CALTRANS BENCHMARK NO. 8-17
BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' N10
HIGHLAND AVENUE, 0.2 MI W/0 SAN SEVAINE ROAD, IN SOUTH
CONCRETE BASE OF S.C.E. TOWER 19.5; 2.65 Mi. WEST
ALONG HIGHLAND AVENUE FROM SIERRA AVENUE
EL= 1428.609
Prepared By:
ross, rn
ALL GINEERING �O ®ND �. ,q ql
Civil Engineering - Land Surveying - Land Planning
0, -%' '�� DRAWN BY.
16866 Seville Avenue z HMG/DBW
Z3 No. 36052 rn
Fontana, California 92335 us rr7 DESIGNED BY:
Fax (909) 365-1795 C6 Exp. 6/30/18 DBW/HMG
((970097"17 :2 - f t)'� 1 CIVI\_ CHECKED BY.
haaond 4J Allar'g�,OF
.C.ff 36052 Date F* CA�_
(expires &30/2018) OCA% RJA
— CONSTRUCT 8- EXTRA STRENGTH V.C.P. SEWER MAIN
—CONSTRUCT 48" PRECAST CONCRETE MANHOLE
PER CITY STD. DWG. NO. 2001
&—CONSTRUCT 4" V.C.P. SEWER LATERAL & HOUSE
CLEANOUT PER CITY STD. DWG. NO 2005
@—CONSTRUCT BACKWATER CHECK VALVE
GUPHIC SCAU
40 0 20 40 80 160
CITY OF FONTAN& CALIFORNIA
---SEWER IMPROVEMENT PLANS
SCALE:
TRACT NO. 18981
AS NOTED
REDATE:
PITZER STff
July, 2018
Z'
&
Swi DRAWING NO.:
�MIJW 5697
Filename: 1:\Grand Pacific Communities — 339\Tr18981 Citrus and Curtis\DWGs\FINAL DESIGN\SEWER\SEWER PLAN TR 18981 SHT 4.dwg