HomeMy WebLinkAbout3017-61U" I
TELEPHONE LINE - EXIST. LOC WALL TO B �) 'fi {
REMOVE A D REPLACED IWITH 6'
T _ - HIGH C AI INK FENCE TH
EXIST. 2" CATV '�' SEE TRAFFIC CONTROL & ' a °� DOUBLE 8N ATES FORA CESS BY _ I
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TO BE RELOCATED EXISTING UTILITIES TO BE DETOUR PLAN DWG. NO. 3019 r' I 5 EXISTING 8 SE R PUBLIC WOR w
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BY CABLE CO. WHEN CONSTRUCTING STORM DRAIN PER DWG. N0. 1295 _ �-
RELOCATED BY OTHERS .) - PROTECT EXIST,
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EXIST. R/W EXIST. R - EXIST. STORAGE -�-� -� f.�--I
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T' T° °� �' II PROTECT IN PL CE �� TO OWNER OF LOT 1 EX STING 6 HIGH
EDGE OF PAVEMENT ( )
EDGE OF PAVEMENT 35�, ~- , 30 �,, �� o �, OF TRAC1 981-1
N - 20 N �'� 2"
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44 , EXIST. 10" WATER `J 12
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EXISTING EDISON LINE E I 50
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EXISTING r' - EXIST. WATER PROP:` LOCATION EXIST. 4'
JUNCTION
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STRUCTUR SERVICE TO BE OF 8 WATER LATERAL-yp-y- G,
EXISTING 8" WATER RELOCATED EXIST. POWERPOLE
{ (TO BE RELOCATED -
l EXIST. R W PROTECT IN PLACE
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(SEE ROUGH GRADING PLANS) Km —
� INT. 10+00.00 SULTANA AVENUE J SANDHURST S
=STA. 10+00.00 MILLER AVENUE
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Underground Service Alert
eEfoRe roG Call: TOLL FREE
1-800
�r 227-2600
TWO WORKING DAYS
BEFORE YOU DIG
OWNER /DEVELOPER:
NEW WEST
PROPERTIES
369 SAN MIGUEL DRIVE, SUITE 375-A
NEWPORT BEACH, CA 92660
(949) 640-6420 * FAX: (949) 640-6484
EXISTING r r EXISTING J\` �_
20 WATER EXISTING 8 WATER RELOCATED EXISTING
8" SEWER 8 WATER 24" RCP
SCALE: 1' = 40' PROPOSED
36 RCP
0 20' 40' 80' 120' 160' SECTION "A— A"
SCALE: 1"=5'
BENCHMARK:
CffY B.M. NO. 361 ELEV.= 1365.00
NAIL IN POLE #1536697E
S.W. CORNER SULTANA & BASELINE
MARK I BY I DATE
ENGINEER
REVISIONS
APPR. DATE
CITY
SHOULD CONSTRUCTION OF THE 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.
SEAL -ENGINEER
QROFESS/pN
A SC'i9l
0 ? m
� No. 25917
* Exp. 12/31/05
CIV11.
OF CAOR
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=STA. 5+69.49 LANTERN LANE
CONSTRUCTION NOTES
22 REMOVE &REPLACE EXIST. CONC. DRIVEWAY IN ACCORDANCE WITH CITY STD. N0. 102
23 24 REMOVE &REPLACE EXIST. CHAIN REMOVE & REPLACE EXIST. CURB &I Ku FENCE TTER NAND CGATE NAS REQUIRED CE WITH CITY STD. N0. 1003
30 CONSTRUCT 36" R.C.P. (1750-D)
CONSTRUCT HEADWALL
35 34 SAWCUTANDREMOVEP
EXI TER NLs'
G PAVEMENT AND REPLACEWITNNEW PAVEMENT AND
BASE PER CITY OF FONTANA STD. 131 CURVE DATA
37 EXISTING 8" WATERLINE TO BE RELOCATED BY FONTANA WATER COMPANY
ao CONSTRUCT MANHOLE PER A.P.W.A. STD. 320-1 0 DELTA RADIUS LENGTH TANGENT
CSL ENGINEERING, INC.
11651 STERLING AVENUE, SUITE E
RIVERSIDE, CALIFORNIA 92503
(909) 785-5122 * FAX (909) 785-5180
PREPARED BY: R.C.E. N0. 25917
EXP. 12/31/05)
DATE:
RICHARD A. SCIANNI
AO 29°3750° 90.00 46.54 23.80
BO 18'41 X52° 90.00 29.37' 14.82
CITY OF FONTANA, CALIFORNIA
DRAWN BY: STORM DRAIN IMPROVEMENT PLANS SCALE:
DEC 1" =40"
DESIGNED BY: TRACT 964 DATE:
RASTANV U E JUNE 2001
CHECKED B PPROVED Y• _ DWG. NO. SHEET
RAS Ft., CITY ENGINEER: RICARDO SANDOVAL, R.C.E. 51152 3017 6 of 11
JN545/1 1-15-01 /545-fsip6.DWG/S:40