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SEWER 1 10+00.00 CL BAYOU LANE- N 89 59 48 E 360.75' 1 _
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75 CL BACKWATER LANE
2 3 . CL AVOCADO COVE DRIVE
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10+00.00 CL SLEEPY CREEK
36" STORM DRAIN PER----,
CITY DWG. NO. 5349
LOT "B"
DETENTION
WQW BASIN
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N 89'5948" E
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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
N
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3 DWG. NO. 5354
4 57
56
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13
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LOT
STATION
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56
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1 76
Q BAYOU
LANE
111+28.38
W
11+29.30
U
SEE SHEET 2
m
BACKWATER LANE
REV. REVISION DESCRIPTION ENGR. DATE CITY DATE
a
E 3 A
1
9 61 A r........W._.....
V
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11+87.06 BCR eTYP- 8SEWER PER CITY 11+87.06 ECR
( 1380.59 TC 1382.21 TC
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52 I � N 78 77 76 75 74 48
d
12' 20' 1 20' 1121 O+ n 0 12' 20' 20' 12'
32' 32' 32' 32'�
\L
LOT
STATION
LOT #
64' _�
r
56
12+15.10
z
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12+12.48
57
11+65.02
75
z
SLEEPY CREEK
10+71.67
1 76
Q BAYOU
LANE
111+28.38
1 77
11+29.30
U
SEE SHEET 2
1 78
10+78.75
Y Z
DRWY CL
STA
11+17.54
119.04'
v 23.38'
-
-
D
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mm
-
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-
N9'59'58"E
42.34'
E
-
-
-
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N79'59'3>3"E
42.34'
F
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42.34'
1376.30
FS AC
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1376.28 FS AC 1376.28 FS AC
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42.34'
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1376.37
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376.43
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CATCH BASIN #1 DETAIL
CATCH BASIN #2 DETAIL
CASE "C", W=21; V=4.5, H=2"
CASE
"C", W=14; V*Cr, H=2"
NOT TO SCALE
NOT TO SCALE
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT CO HENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MANNER, THE CRY ENCINEER MAY
REQUIRE REVISIONS TO THE PUNS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
Prepared For:
LENNAR
980 MONTECITO DRIVE, SUITE 302
CORONA, CA 92879
(951) 817-3545
FAX (951) 817-3650
BASIS OF BEARINGS.-
THE
EARINGS:
THE BEARINGS SHOWN HEREON ARE BASED ON THE
CENTERLINE OF SIERRA AVENUE, PER TRACT 17634,
M.B. 340/72-73, BEING: N 0(700'12"
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
AVOCADO COVE DRIVE
SFE SHEET 6
NOTE-
CONTRACTOR
OTECONTRACTOR AND SURVEYOR TO VERIFY
DRIVEWAY CENTERLINE LOCATIONS WITH
ENGINEER PRIOR TO STAKING AND
CONSTRUCTION.
Prepared By:
ALLARD ENGINEERING
rp, Civil Engineering - Land Surveying - Land Planning
16866 Seville Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 365-1795 / j
3 -I -u,
H2ymonll J. Allar A.C.E. 36052 Date
(expires 6/30/2016)
CENTERLINE DRIVEWAY STATIONS
LOT
STATION
LOT #
STATION
56
12+15.10
71
12+12.48
57
11+65.02
75
12+12.56
68
10+71.67
1 76
11+80.60
69
111+28.38
1 77
11+29.30
70
11+80.60
1 78
10+78.75
LOT "B"
DRWY CL
STA
11+17.54
POO -go
li 7
(IN FST)
1 RCI = 40 FT.
LO
CITY OF FONTAN,� CAUFORI A
Q-pFESS/��v
STREET IMROVMNT PLAN
DRAWN BY. TRACT NO. 9939.1
SCALE:
No. 36052 m HMG MaWATER LANE & AS NOTED
°G Exp. 6/30/16 DESIGNED BY: DATE:
DBW YOU LAhf' March, 2016
f V �' �'�P CHECKED BY: A D BY: DRAWING NO.:
OF CA��F� RJA DATE: 5335 4
CITY ENGINEER R.C.E. 51152 8
Filename: I:\Inland Construction - Gabriella\ DWG's\ FINAL DESIGN\ STREETS\ PHASE 1\STREET TRIB939-1 SHT 04.dwg
CURVE & LINE TABLE
RADIUS
DELTA
LENGTH
TANGENT
BEARING
LENGTH
A
25.00'
9700'00"
39.27'
25.00'
-
-
B
112.00'
10'00'10"
19.55'
9.80'
-
-
C
62.00'
110'00'21"
119.04'
88.55'
-
-
D
-
-
-
-
N9'59'58"E
42.34'
E
-
-
-
-
N79'59'3>3"E
42.34'
F
-
-
-
-
S80'00'020E
42.34'
G
-
-
-
-
N 10'00'22" W
42.34'
POO -go
li 7
(IN FST)
1 RCI = 40 FT.
LO
CITY OF FONTAN,� CAUFORI A
Q-pFESS/��v
STREET IMROVMNT PLAN
DRAWN BY. TRACT NO. 9939.1
SCALE:
No. 36052 m HMG MaWATER LANE & AS NOTED
°G Exp. 6/30/16 DESIGNED BY: DATE:
DBW YOU LAhf' March, 2016
f V �' �'�P CHECKED BY: A D BY: DRAWING NO.:
OF CA��F� RJA DATE: 5335 4
CITY ENGINEER R.C.E. 51152 8
Filename: I:\Inland Construction - Gabriella\ DWG's\ FINAL DESIGN\ STREETS\ PHASE 1\STREET TRIB939-1 SHT 04.dwg