HomeMy WebLinkAbout3021-7_ LATERAL "A2"
r J r Jrr. � N60°02127"W 32.88
rR_r1-\rr 1-5 8%
CL CATCH BASIN A2
0
35 29+28.42
INSTALL BULKHE�D
=16+03.77 ST. S�T�.
III
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FURURE STORM DRAIN
U �
U INT. 16+60.01 RANCHO FONTANA VILLAGE PARKWAY
Q = STA. 10+00.00 ORLANDO DRIVE
Underground Service Alert
OEFORE YAG
o� Call: TOLL FREE
1-800
227-2600
TWO WORKING DAYS
BEFORE YOU DIG
RANCHO
VILLAGE
OWNER /DEVELOPER:
NEW WEST
PROPERTIES
369 SAN MIGUEL DRIVE SUITE 375-A
NEWPORT BEACH, CA 92660
(949) 640-6420 + FAX: (949) 640-6484
BENCHMARK:
CITY B.M. NO. 361 ELEV.= 1365.00
NAIL IN POLE #1536697E
S.W. CORNER SULTANA & BASELINE
LATERAL "A3"
N45°03'38"E 23.33
EXISTING 8"
WATER
CATCH BASIN A3
L IR.! 1.f 1 1- I
=10+62.38 ST. STA.
4
=10+50.96 ST. STA.
32.45 INV. 36"
MANHOLE @ STA. 30+19.95 STRUCTURE DETAIL
SCALE: 1"=4'
FONTANA
P A R Klill 404LY
MARK I BY I DATE
ENGINEER
REVISIONS
1-3 84
ORLANDO DRIVE
SEE SHEET 2 m
v.__.._ m 68 00
0 34od
' 34'
12' 22' 22, 12' :
JJ8w 1,- -.0- r__ -
00 Co CV
13+06.94 BCR 3 ., } 14
AF
CD
Li N 45.98TC
`- 45.31 FL 1 -
�
_483TC
U Lo 45.16FL
CL
Q
W
12+10.94 -..ECR
I -
..�T.�
WEARING COURSE PER TR. 15964 zI
68 CL,
34' 34' w
0000
'°22' 22 12' 0�
ORLANDO DRIVE
CONSTRUCTION NOTES SEE SHEET 3
1O -CONSTRUCT 6" CURB &GUTTER PER STD. PLAN N0. 1003
O2 --CONSTRUCT X -GUTTER PER STD. PLAN N0. 105 (MODIFIED W=8')
3a -CONSTRUCT STANDARD CURB RETURN ACCESS RAMP PER STD. PLAN N0. 1006
�CONSIRUCT 4CONSTRUCT IDMIN. LA.CEPAVEMENT OVER 12R STD. PLAN NO. 1 COMPACTED NATIVE MATERIAL
( 8 INSTALL STREET
" 10 INSTALL B RRICADEMPERIGN STD.EDETAD. IL DEBTAIL N0. 139
14 CONSTRUCT 6" TO 8" C.F. TRANSITION (REFER TO STD. PLAN N0. 1003)
17 INSTALL R1 STOP SIGN ON STREET NAME SIGN POLE (REFER TO STD. DETAIL N0. 139)
18 INSTALL 5800 LUMEN H.P.S.V #7, 25 HIGH STREET LIGHT PER STD. PLAN N0. 1016
20 CONSRUCT DRIVEWAY PSTD. �ETAIL N0. 102
30 CONSTRUCT 36' R.C.P. 1750-D
31 CONSTRUCT 30" R.C.P. 2000-D
32 CONSTRUCT MANHOLE N . 1 PE A.P.W.A. STD. 322-1
34 33 CONSTRUCT LOCAL DEPRESSION PER w A.P.CONSTRUCT CATCH BASIN PER A.P..A. W A. STD 313-1, CASE A
x (
35 CONSTRUCT CONC. BULKHEAD PER R.C.F.C.D. STD. M816
36 CONSTRUCT CONC. COLLAR PER A.P.W.A. STD. 380-2
APPR. DATE
CITY
FREEPORT CIRCLE
p�SEE SHEET 5 m,
� INT. 14+10.03 MEMPHIS DRIVE
= STA. 12+59.00 ORLANDO DRIVE
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
QRoFESsa
A.
VAP 9�
W No. 25917 rr,
y� Exp. 12/31/05
CIV11. o���P
�F CA1-.F
� INT. 15+70.07 MEMPHIS DRIVE
= STA. 10+00.00 FREEPORT CIRCLE
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)
(� S DATE:
TUCSON LANE
SEE SHEET 6
C INIT 10 -LOA n-7 RICAIDUIC f1DIUC
- 01M IVTVV.VV IVVJV11 Lf111L
SCALE: 1 40'
• -0 :0 .•
DRAWN BY: STREET IMPROVEMENT PLANS SCALE:
SE T 159 1 1„=40'
DESIGNED BY: DATE:
RAs MEMPHIS, RIVE -/2TQRM DRAIN JUNE, 2001
CHECKED B�fAPf�R9uED�: �v4✓C�--�c� DWG. N0. I SHEEP I
R�I C ENGINEER: RICARDO SANDOVAL, R.C.E. 51152 3021 7 OF 11
JN545/01-09-02/545_-1 sip7.DWG/S:40
CURVE
DATA
10
DELTA
RADIUS
LENGTH
TANGENT
OA
9000344"
30.00'
47.16
30.03'
\B
89°56'16"
30.00'
47.09'
29.97'
C�
89°56'00"
25.00'
39.24'
24.97'
CD)
90°04'00"
25.00'
39.30'
25.03'
Ea
29 °35' 31 "
57.00'
29.44'
15.06'
�F
89°56'00"
43.00'
67.49'
42.95'
�G
149007'02"
58.00'
150.95'
209.98'
H
89°56'17"
38.00'
59.65'
37.96'
CITY OF FONTANA, CALIFORNIA
DRAWN BY: STREET IMPROVEMENT PLANS SCALE:
SE T 159 1 1„=40'
DESIGNED BY: DATE:
RAs MEMPHIS, RIVE -/2TQRM DRAIN JUNE, 2001
CHECKED B�fAPf�R9uED�: �v4✓C�--�c� DWG. N0. I SHEEP I
R�I C ENGINEER: RICARDO SANDOVAL, R.C.E. 51152 3021 7 OF 11
JN545/01-09-02/545_-1 sip7.DWG/S:40