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36+75.00 LINE B2 SEE SHEET 4 1 i n
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EXISTING 2-30" STORMDRAIN s fl
PER CITY DWG. NQ. 56b2 I
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EXISTING 36" STORK --DRAT QT ;i I
PER CITY DWG. NO --52 ' ' I '
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TWO WORKING
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YOU DIG
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TOLL FREE
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
CL
36" STORM DRAIN PER
CITY DWG. NO. 5766
LATERAL "524'
SEE PROFILE ON SHEET 6 13+57.67
10+57.77 EC EXISTING 24" WEST VALLEY WATER END PIP
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+5.4-6 — - - - - - - - - - - - r ww
BEGIN 367 RCP U_
CURVE & LINE TABLE
RADIUS
DELTA
LENGTH
TANGENT
BEARING
A
-
-
22.43'
-
N44°43'14"E
B
45.00'
45'00'00"
35.34'
18.64'
-
C
-
625:38'
--
N89'43'14"E
D
22.50'
70°30'44"
27.69'
15.91'
-
-_.— \ \ .. -- .—®
PROPOSED PROPOSED
PL S'LY R/W
40'
(EXISTING SAN GABRIEL
VALLEY MUNICIPAL WATER
DISTRICT EASEMENT) L 10'
PAD
NOTE:
CONTRACTOR TO VERIFY ELEVATION & LOCATION
OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION
& NOTIFY ENGINEER IF DIFFERENT THAN PLAN.
REVISION DESCRIPTION
ENGR, I DATE I CITY I DATE
13+60.00 $ TRACT
CL MH NO. 8 LOT 1 17+10.84
13+62.33 END PIPE
END PIPE MWD PROPERTY LINE 1 FUTURE R/W 16+83.15 BC
�4---_'------------ 1 -- -- --_w--�--•------_...mil--
16
N
EXISTING 24" WEST VALLEY WATER-\
--------- - - - - - - _T--- - a__w-----_.._.._--�} ----
N
TLL
LINE "82-7" EXISTING MWD 121" WATER
SEE PROFILE ABOVE
PO CASA GRANDE AVENUE FUTURE MWD 121" WATER
0
PROPOSED
N'LY R/W
112.88'
MWD FEE OWNERSHIP
34' 1 34' 12' 22.88'
-AC PAVEMENT
LINE 1162-7"
CONSTRUCTION NOTES:
INSTALL 36" RCP (D--LOAD PER PROFILE)
27' 27'
33' 37'
70'
NAPA VALLEY ROAD
00
N
z3:
dam' U7
W U)
INSTALL 24" RCP (D-LOAD PER PROFILE)
AC/NATIVE CONSTRUCT MANHOLE PIPE TO PIPE PER CITY STD. 3011
8�-CONSTRUCT MANHOLE PIPE TO PIPE PER CITY STD. 3012 GRAPHIC SCALE
J0� CONSTRUCT JUNCTION STRUCTURE PIPE TO PIPE PER CITY STD. 3010 40 0 20 40 80 160
�qT� iNc �q�F iN� R9�NM ��TF LNG
®� AVENUE 11 CONSTRUCT TRANSITION STRUCTURE PIPE TO PIPE PER CITY STD. PLAN NO. 3026.
CASA G TAN D E 16 INSTALL PPL-24 LINER BY BTL INC. OR APPROVED EQUAL
(IN FEET)
SECONDARY HIGHWAY 1 INCH = 40 FT.
N.T.S.
BASIS OF BEARINGS: Prepared By: CITY OF FONTANA, CALIFORNIA
IMPROVDMCON® TS NOT COMMENCI WSTRUCTION OF THIN Prepared Far. THE BASIS OF BEARINGS FOR THIS SURVEY IS THE EAST LINE OF THE SE ALLAF D ENGINEERING o @ Ir �qC " _ °Q
1/4 OF SECTION 19, ALSO BEING THE CENTERLINE OF SIERRA AVENUE, �� �o <� �, LATERAL E2 7 STORM DRAIN PLANS
TWO YEARS OF THE DATE OF APPROVAL LENNAR HOMES PER PARCEL MAP NO. 19431, P.M.B. 242 97-98. Civil Engineering - Land Surveying - Land Planning �� 1 CYPRESS A1/ENL1E
SHOWN HEREON AND CARRIED FORTH 1N A " / �� �a DRAWN BY: SCALE:
BEING: NOO'33 32 W 1EB66 Seville Avenue 0 No 36052 m HR AS NOTED
DILIGENT MANNER, THE CITY ENGINEER MAY 980 MONTECITO DRIVE, SUITE 302 BENCHMARK; Fontana, California 92335 DESIGNED BY: LINE "62-7": 10+00.00 - 21+50.65 DATE:
REQUIRE REVISIONS TO THE PLANS TO CORONA, CA 92879 CALTRANS BENCHMARK #8-17 (909) 356-1815 Fax (909) 365-1795 Exp. 6/30/20 DBW
0-o', January, 2019
BRING THEM INTO CONFORMANCE WITH (951) 817-3545 BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED •� I 4 � ��qT clv� \_ o��`P CHECKED BY: APPROVED BY'---- --- - DRAWING NO.: 6
CONDITIONS AND STANDARDS IN EFFECT FAX (951) 817-3650 343' N/0 1--210, 0.2 MILES WEST OF SAN SEVAINE RD. Aaym nd 1. Allard, R.C.E. 36052 Date F �� CALF RJA f�: �• ' =� - DATE: 1-17-2019 5766
EL=1428.609 (expires 6/30/2020) CITY ENGINEER R.C.E. 51152
7
Filename: 1:\Cal Atlantic\Summit at Rosena\Drawings\FINAL DESIGN\OFFSITE\STORM DRAIN\OFFSITF STORM DRAIN\CYPRESS\OFFSITE STORM DRAIN CYPRESS 05.dwg