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EXISTING 54" STORM DRAI
PER CITY DWG. NO. 3597
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CITY DWG.
NO 3596
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LOCATION PRIOR TO CONSTRUC77ON
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® C/L INT. 12+88.75 LINE "B"=
10+00.00 LAT 'B-1
A=45'
12+52.49 EC
CURVE & LINE TABLE
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A=44'
11
16+58.57 EC
(IN S)
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1.5•� TOP OF SPILLWAY PER PLAN
SPILLWAY SECTION VIEW
NOT 70 SCALE
PROPOSED VIEW FENC P/L
PER SEPARATE PLAN & PERM d
11'
am
PROPOSED
- , ' 2, N.,
4" THICK CONCRETE MAT •! !
SPILLWAY
vNOT TO SCALE
SECTION
3'
2
4" THICK CONCRETE MAT (560-C-3250)
WITH 6 x 6 , 1.4 x 1.4 W.W.M.
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DIAL TWO WORK I NG
BEFORE ���•� DAYS BEFORE
YOU DIG YOU DIG
TOLL FREE 1-800-227-2ALE
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
ENGR.
DATE
CITY
DATE
SHOULD CONSTRUCTION OF REQUIRED
IMPROVMWS NOT COMMENCE WI WIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CITY ENGINEER MAY
�
RE UIRE R
Q EVI$ION$ TO THE PLANS TO
BRING THEM INTO CONFORMANCE VI►/iTH
CONDITIONS AND STANDARDS IN EFFECT
Prepared For:
BRAND PACIFIC COMMUNITIES CORP
'
100 N. BARRANCA AVE., SUITE 950
WEST COVINA CA 91791
(626) 858-8666
BASIS OF BF�IRINGS:
THE BASIS OF BEARINGS WAS TAKEN FROM THE CENTERLINE OF
CITRUS AVENUE AS SHOWN ON TRACT 16540, M.B. 299/ 13-15.
BEING: Noo'16'44"w
BENCHMARK
CALTRANS BENCHMARK N0. 8-17
`
BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343' N 0
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 B
P YCITY
ESS e
ALLARD ENGINEERING ®eR ® J. ®"q�
�� ®N �C�
Civil En ineerin Land Land Planning �� 9� ��
� Engineering -Surveying - g
16866 Seville Avenue ce ®
Pentane, California 92335 _ No. 3fi052
" '�
�
(909) 358-1815 Fax (909) 365-1795 Exp. 6/30/ 18DATE.
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, • y�. C t V 1 �- g�
Aay and J. Al rd, A.C.E. 360 Date F OF L-\
CA
(expires 6/30/2018)
nCP
of FONTANA CALIFORNIA
STORMDRAINPLANS
DRAWN BY:
AE
TRACT N0. %8�81
» �• OOPI 17*63.89
LINE B .
AT "B.�'
SCALE.
AS NOTED
DESIGNED BY:
DBW
July, 2018
CHECKED BY.
RJA
AP P VED B .
ATE. G '
DRAWING NO.:
56�8
4
5
CITY ENGINEER R.C.E. 51152
Filename: I:\Grand Pacific Communities — 339\Tr18981 Citrus and Curtis\DWG's\FINAL DESIGN\STORM DRAIN\STORM DRAIN TR 18981 SHT 4.dwg