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INSTALL STORM DRAIN
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WASHED, CRUSHED, POROUS STONE WITH MAJORITY
OF PARTICLES BETWEEN 1"-2" WITH 4 OZ. NON—WOVEN
FILTER FABRIC AROUND STONE, TOP AND SIDES.
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SIGNAGE CONSTRUCTION NOTES
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FURNISH AND INSTALL
R1-1 SIGN AND POST PER CITY OF FONTANA STD. NO. 4003.
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12" YELLOW CROSSWALK PER CALTRANS STANDARD PLANS 2010. PLAN A24E.
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PAVEMENT MARKING PER CALTRANS STANDARD PLANS 2010. PLAN A24D.
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FURNISH AND INSTALL
W14-2 SIGN AND POST PER CITY OF FONTANA STD. NO. 4003.
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FURNISH AND INSTALL
STREET NAME SIGN PER CITY OF FONTANA STD. NO. 4003 FOR ELAINE COURT
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2 No. 36361
AND MANGO AVENUE INTERSECTION.
(USE SAME POST AS STOP SIGN).
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INSTALL STORM DRAIN
INLET SIGNAGE PER CITY OF FONTANA STD. NO. 6002
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9� OF CAL1F�/e
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)a D .ENGINEERING AND ASSOCIATES
LAND PLANNING AND CIVIL ENGINEERING
242 E. AIRPORT DRIVE, SUITE 212 — SAN BERNARDINO, CALIF. 92408
PHONE (909) 884-7090 SURESH@SDENGINEERING.NET
A" Z4, 2o5
SURESH DODDIAH R.C.E. 36361 DATE
REV.
9 QRpFESSj!gN.
DODdr F2� D
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No 36361
EXP. 6-3[1-16 A
DIAL TWO WORKING
BEFORE DAYS BEFORE
1T CIVIL �� YOU DIG YOU DIG
9TF OF C P� lE�R TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY
UNDERGROUND SERVICE ALERT
LOT " A"
SCALLE: 1" = 40' rz
CONSTRUCTION NOTES
B CONSTRUCT CURB OPENING CATCH BASIN PER CITY OF FONTANA STD. N0, 3004, W=7'
915
CONST. LOCAL DEPRESSION PER CITY OF FONTANA STD. NO. 3003, CASE B
INSTALL 24" DIAM. HDPE CONNECTOR STORM DRAIN PIPE
16 INSTALL 48" DIAM. 16 GA. PERFORATED CMF STORM DRAIN PIPE W/ 12"
` STONE SURROUND
17 CONST. 36" DIAM. 16 GA. CMP RISER W/ INLET GRATE AT FINISH GRADE
18 INSTALL CONTECH CDS 2025-5-C HYDRODYNAMIC SEPARATOR
19 INSTALL 12" DIAM. PVC SDR 35 THROUGH WALL W/ 6'x6' RIP -RAP SPLASH PAD
REVISION DESCRIPTION
A5 SUILT/9MORP ~046
REVISED DRAINAGE OUTLET DETAIL
DATE I ENGR.I CITY I DATE
8\24\151
395
I-
1575
PROFILE SCALES
HORIZ. 1"=40'
VERT. 1"=4'
om
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.
8' LENGTH OF 12 " PVC SDR 35 THROUGH
WALL W/ 6'x6' RIP -RAP SPLASH PAD 19
S=1.3% @ N.89 °59 '55 "W.
1
37.65'
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GRADE TO DRAIN
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NOTE-
INSTALL
OTEINSTALL ACCESSIBLE CLOSED, LOCKED LID
AT TOP OF RISER (TYPICAL ALL RISERS).
0 DETAIL " A"
STORM WATER OVERFLOW
IN CLOSED CONDUIT SYSTEM
SCALE: 1'=20'
N.46 030'06"W.
12.94 L.F. OF
12' PVC SDR 35
S=0.8%
83.66 TOP
OF LID
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BENCH MARK:
CITY BM #536
PK NAIL IN THE NORTH END OF THE
NORTHEAST CURB RETURN AT THE
INTERSECTION OF MILLER AVENUE
AND JUNIPER AVENUE.
ELEV. = 1362.61
DETAIL
NOT TO SCALE
DRAWN BY:
DESIGNED B`
EB
CHECKED BY:
SD
N
OR # 11-006
CITY OF FONTANA, CALIFORNIA
STREET D93ROVEMENT PLANS
TRACT NO. 17634
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BY:
ArAw=w
SCALE:
AS SHOWN
DATE:
8/24/2015
DRAWING N0: 3
5088 /3