HomeMy WebLinkAbout5426-3CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS
OF EXISTING UTILITIES PRIOR TO CONSTRUCTION.
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BEFORE DAYS BEFORE
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TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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NOTE: VERIFY LOCATION AND INVERT
ELEVATION OF EXISTING 18' R.C.P.
PRIOR TO ANY CONSTRUCTION
0 20 40 80 120
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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
STANDARDS IN EFFECT.
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* R.C.E. N0. 56155
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STORM DRAIN CONSTRUCTION NOTES
10 CONSTRUCT 18" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD 1008.
O CONSTRUCT 30" R.C.P. BEDDING AND TRENCH REPAIR PER CITY OF FONTANA STD 1008.
O CONSTRUCT CONCRETE COLLAR PER CITY OF FONTANA STD 3022.
O CONSTRUCT C.M.P. RISER PER DETAIL ON SHEET NO. 3.
O CONSTRUCTION MONOLITHIC CATCH BASIN CONNECTION CITY OF FONTANA STD 3005.
10 CONSTRUCTION CATCH BASIN PER CITY OF FONTANA STD 3004, V AND W PER PLAN,
WffH LOCAL DEPRESSION PER STD 3003. CASE PER PLAN.
13 REMOVE EXISTING TREES AS NEEDED.
DRILL PLATE AND ANGLE
WITH 7/160 HOLES
mATcHEb 4 PLACES
1 4' CHECKERS[
1-9 16' PLATE
1/4
3/80 RIVETS
®r3"X2-1/2'X3/8" N
EXISTING
18 R.C.P.
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REMOVE EXISTING /
BULKHEAD
CONNECT TO
EXISTING R.C.P
W/CONCRETE COLLAR
DETAIL 'A'
(4) 3/8' X 1-1/2- BOLTS
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1 � 2'-5' O.D.
CHECKERED PLATE
PLAN
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SEE DETAIL h'` 3 8'
A' HEREON 5 5 k'�•
(3) 12'X6' I
OPENINGS
AT L=12 1042.7
24' C.M.P. INV
CONNECT TO
EXISTING R.C.P 2.50'
W/CONCRETE COLLAR 20
d 1 4
EXISTING
18' R.C.P. I
REMOVE EXISTING SECTION 'A—A'
BULKHEAD
NOTES:
1. 3/8' X 1-1/2' GALVANIZED BOLTS WITH HEX NUTS.
FIELD WELD EACH NUT TO ANGLE.
2. DRILL HOLE 7/16' MATCHED 4 PLACES AS SHOWN
3. PLATE AND ANGLE ASSEMBLY SHALL BE GALVANIZED.
CMP INLET DETAIL
N.T.S.
Prepared Under The Supervision Of
Thieves E17gi178667g, /nc.
CML ENG/NEMNG • LAND SURVEYING
14349 R7RE3iTONE BOULEVARD
LA MIRALK CALIFORNIA 90638
PILM4)521-4811 FAX(714)521-4173
Date :1/4+/lb
INHARD STEN EL RCE NO. 56155
RIVETS
PAVEMENT
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IND/E)# 8 360374407 DR
13-018
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CITY 0 F FO NTANA, CALIFORNIA
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STORM DRAIN IMPROVEMENT PLAN
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DRAWN
JURUPA AVE AND OLEANDER AVE
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DESIGNED BY:
P.M. 9513
DATE
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KF
CONNECTIO AN LATERAL K2
10/08/2015
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CHECKED BY:
PR ED
DRAWING NO.:
3
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MR
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TITY ENGINEERR.G.E. 51