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C SPILLWAY I SECTION VIEW II
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REV. REVISION DESCRIPTION
Q A15 1,40
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TOLL FREE 1-800-227-2600
o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
2 RECORD DRAWINGS
1 ADDED SHEET 3 -DETENTION BASIN
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DATE I ENGR.I CITY I DATE
s/1s Ra
V15 0
.a.60
CONSTRUC ON NOTES
1 INSTALL 24' RCP (D—LOAD PER PROFILE)
2 CONSTRUCT MANHOLE PER CITY STD. 3013
3 CONSTRUCT HEADWALL PER CITY STD. 3020
4 INSTALL RIP -RAP PER CALL -OUT SHOWN ON PLAN
9 CONSTRUCT DISCHARGE STRUCTURE PER CITY STD. 3000
MODIFIED PER INSIDE OPENING DIMENTIONS 5' X 0.5'
10 CONSTRUCT FRAME AND COVER PRESSURE TYPE PER CITY STD. 3019
11 CONSTRUCT 6' WROUGHT IRON FENCE PER WROUGHT IRON FENCE DETAIL N.T.S. 3 HEREON
12 CONSTRUCT RESIDENTIAL DRIVEWAY W=12' PER CITY STD. 1002
13 CONSTRUCT 6' GATE, W=20' PER GATE DETAIL N.T.S. 4 HEREON
14 CONSTRUCT 12' BASIN ACCESS ROAD
15 CONSTRUCT 21' CATCH BASIN PER CITY STD. 3004
16 CONSTRUCT LOCAL DEPRESSION CASE A PER CITY STD. 3003, H=2" PER DETAIL HEREON
17 CONSTRUCT TRASH RACK PER CITY STD. 3021
18 CONSTRUCT MONOLITHIC CATCH BASIN CONNECTION PER CITY STD. 3005
19 INSTALL 2-18" RCP (D -LOAD PER PROFILE)
NOTE TO CONTRACTOR:
REMOVE EXISTING BASIN OUTLET &
CONSTRUCT PROPOSED BASIN OUTLET
PER CONSTRUCTION NOTES 0 do OO
HEREON.
NOTE
THE DEVELOPER COMPLETED A PORTION OF
THE BASIN IMPROVEMENTS PER A
MEMORANDUM OF UNDERSTANDING WITH
THE CRY OF FONTANA.
4
CURVE TABLE
DELTA RADIUS LENGTH TANGENT
G 66350'42" 25.99' 30.32' 17.15'
H 2549'32" 24.01' 12.08'
GRAPHIC SCALE
;r t.... ....................... < ; RAYMON J. AL D, R.C.E. 36052 OATS (11v fffT)
:>imucA &T
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MIANNR THE CITY ENGINEt MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFlffCT
BASIS OF BEARINGS:
PREPARED FOR: BASIS OF BEARINGS: TAKEN FROM THE CENTERUNE
FRONTIER ENTERPRISES OF LIME AVENUE AS SHOWN ON TRACT NO.
16271-1, M.B. 297/15-18. BEING N 0901'12" W
8300 UTICA AVENUE, STE 300 BENCHMARK
RANCHO CUCAMONGA, CA 91730
(909) 354-8000 SAN BERNARDINO COUNTY BENCHMARK N0. 7-15
1970" BRASS CAP IN CONCRETE ABUTMENT, LOCATED
35' NORTH OF CENTERUNE OF FOOTHILL BLVD. AND
131' WEST OF CENTERLINE OF LIME AVENUE
ELEVATION =1185.63
CITY OF FONTANA CALIFORNIA
4,
�pF ESS la
STORM DRAIN IMPROVEMENT PLANSco0DRAWN BY: SCALE: 36052
z HMG/OTHERS TRACT 18919 AS NOTED
a Exp. 5/30/201 rn
DESIGNED BY: BASIN AND BASIN OUTLET DATE: August. 2016
Dew/oTHERs
CIV 1 \, CHECKED BY: PR 3
F OF C A\. Il RKA DATE: ' 14; 5121
NJ CITY ENGINEER R.C.E. 51152 3
Filenome: I:\Frontier Enterprises\Almelo\DWG's\FINAL DESIGN\AsBuilts\STORM DRAIN\TR 18919 SD SHT 03.dwg
LINE TABLE
--(37
LENGTH
BEARING
A
11.54'
N49'35'40" E
B
61.48'
NO901' 11"W
C
38.71'
N4634'0 E
D
7.70'
N6651'53"W
E
25.66'
N00'01114W
F
4.07'
N200'43" W
NOTE TO CONTRACTOR:
REMOVE EXISTING BASIN OUTLET &
CONSTRUCT PROPOSED BASIN OUTLET
PER CONSTRUCTION NOTES 0 do OO
HEREON.
NOTE
THE DEVELOPER COMPLETED A PORTION OF
THE BASIN IMPROVEMENTS PER A
MEMORANDUM OF UNDERSTANDING WITH
THE CRY OF FONTANA.
4
CURVE TABLE
DELTA RADIUS LENGTH TANGENT
G 66350'42" 25.99' 30.32' 17.15'
H 2549'32" 24.01' 12.08'
GRAPHIC SCALE
;r t.... ....................... < ; RAYMON J. AL D, R.C.E. 36052 OATS (11v fffT)
:>imucA &T
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MIANNR THE CITY ENGINEt MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFlffCT
BASIS OF BEARINGS:
PREPARED FOR: BASIS OF BEARINGS: TAKEN FROM THE CENTERUNE
FRONTIER ENTERPRISES OF LIME AVENUE AS SHOWN ON TRACT NO.
16271-1, M.B. 297/15-18. BEING N 0901'12" W
8300 UTICA AVENUE, STE 300 BENCHMARK
RANCHO CUCAMONGA, CA 91730
(909) 354-8000 SAN BERNARDINO COUNTY BENCHMARK N0. 7-15
1970" BRASS CAP IN CONCRETE ABUTMENT, LOCATED
35' NORTH OF CENTERUNE OF FOOTHILL BLVD. AND
131' WEST OF CENTERLINE OF LIME AVENUE
ELEVATION =1185.63
CITY OF FONTANA CALIFORNIA
4,
�pF ESS la
STORM DRAIN IMPROVEMENT PLANSco0DRAWN BY: SCALE: 36052
z HMG/OTHERS TRACT 18919 AS NOTED
a Exp. 5/30/201 rn
DESIGNED BY: BASIN AND BASIN OUTLET DATE: August. 2016
Dew/oTHERs
CIV 1 \, CHECKED BY: PR 3
F OF C A\. Il RKA DATE: ' 14; 5121
NJ CITY ENGINEER R.C.E. 51152 3
Filenome: I:\Frontier Enterprises\Almelo\DWG's\FINAL DESIGN\AsBuilts\STORM DRAIN\TR 18919 SD SHT 03.dwg