HomeMy WebLinkAbout5376-324" STORM DRAIN PER
CITY DWG. NO. 5373
m
10+00.00 ST. CL SUGAR HOLLOW LANE=
13+96.50 ST. CL FLAGSTONE WAY
STREET STATION
10+00.00 SUGAR HOLLOW LANE= 40
13+96.18 FLAGSTONE WAY
CL MH NO. 10
TRACT NO. 18939-2
MI
TRACT N0. 18939-2
FLAGSTONE WAY
68'
34' 34'
12', 22' 22' .12'
TOLL FREE -qqmmw-1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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12' 20' 20' 12'
32' 32'
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2 3 4 5 6
11 PAD= 1415.4 PAD=1415.7 ( PAD= 1415.9PAD=1416.2 PAD= 1416.4
PAD 1415.2 3 (TYP) 8" WATER —PROPOSED R/W
BY� OTHFRC i € I
I N 85'07'37" E .169.27'
50
` 49
48
PAD= 1415.2
PAD=1415.5
PAD= 1415.8
BY OTHERS
FLAGSTONE WAY
TRACT N0. 189391
V"T
REVISION DESCRIPTION
R/W
47 3
0
PAD= 1416.0 0
LO
00
n
N
46 1 45
PAD= 1416.2 PAD= 1416.5
SUGAR HOLLOW LANE
ENGR. I DATE I CITY I DATE
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COW&NCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DNJCENT MANNER, THE CITY ENC INEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS M EFFECT
7 i 8
PAD= 1416.7 1 PAD= 1416.9
3O(TYP)
9
PAD= 1416.9
14+61.70 SUGAR HOLLOW LANE
EDGE' WAY
SEE SHEET 4
Prepared For:
LENNAR
980 MONTECITO DRIVE, SUITE 302
CORONA, CA 92879
(951) 817-3545
FAX (951) 817-3650
IE
BASIS OF BEARINGS:
THE BEARINGS SHOWN HEREON ARE BASED ON THE
CENTERLINE OF SIERRA AVENUE, PER TRACT 17634,
M.B. 340/72-73, BEING: N 00'00'12"
BENCHMARK
2" BRASS CAP LOCATED ON THE TOP OF CURB AT
THE EASTERLY END OF THE CURB RETURN AT THE
NE CORNER OF SIERRA AVE. AND MILLER AVE.
ELEVATION: 1364.32
NOTE
CONTRACTOR AND SURVEYOR TO VERIFY
SEWER LATERAL LOCATIONS WITH
ENGINEER PRIOR TO STAKING AND
CONSTRUCTION.
Prepared By:
ALLARD ENGINEERING
1P Civil Engineering - Land Surveying - Land Planning
16866 Seville Avenue
Fontana, California 92335
�J (909) 356-19155 Fax (909) 365-1795
Aaym nd 1. A lard, A.C.E. 36052 [late
(expires 6/30/20161
CONSTRUCTION NOTES
F51 CONSTRUCT 8" EXTRA STRENGTH V.C.P. SEWER MAIN
2 CONSTRUCT 48" PRECAST CONCRETE MANHOLE PER CITY STD. DWG. NO. 2001
3 CONSTRUCT 4" V.C.P. SEWER LATERAL & HOUSE CLEANOUT PER CITY STD. DWG. NO 2005
REMOVE 8" SEWER PLUG AND JOIN NEW CONSTRUCTION
4'
SEWER LATERALS TRACT 18939
LOT NO.
DESIGN STA. "AS—BUILT" STA. BACKWATER
itS—F NO
1
10+70
X
2
11+02
X
3
11+86
X
4
11+98
X
5
12+83
X
6
13+33
X
7
13+48
X
8
14+33
X
9
14+46
X
45
13+51
X
46
12+65
X
47
12+48
X
48
11+59
X
49
10+99
X
50
10+68
X
4
GRAPW SCALE
(HFI T)
INCH = 40 FL
Q?,OFESS/0& CITY OF FONTANA CALIFORNIA
i -1� 9q (z SEWER Wn0VD4NT PLAN
0� !o 0 DRAWN BY. TRACT N0.189.39
0 No. 36052 m HMG
U-3 rri
°L Exp. 6/30/16 DESIGNED BY: SUGAR HOLLOW LANE
DBW
s�qT G 1 V CHECKED BY: APPROVE BY.
F CAS �E RJA DATE:
CITY EN EER R.C.E. 51152
SCALE:
AS NOTED
DATE:
March, 2016
DRAINING NO.: 3
5376
Le
J
Filename: I:\Inland Construction — Gabriella\DWG's\FINAL DESIGN\ SEWER\ PHASE 3\SEWER TR18939 SHT 03.dwg