HomeMy WebLinkAbout3050-17(1341.64 INV)
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1331.76 INV -72" RCP
1333.69 INV -24" RCP
SEE SHEET 16 FOR PROFILE
1+03.21 LAT "A-1
APN 228-101-10 BEGIN PIPE \
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GRAPHIC SCALE
( IN FEET )
1 inch = 20 ft.
CONSTRUCTION NOTES
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1 CONSTRUCT DBL. 10' x 8' REINFORCED CONCRETE BOX PER DETAIL 1, SHOWN ON SHEET 3
3 CONSTRUCT JUNCTION STRUCTURE PER APWA STD.. PLAN 333-1, AS SHOWN ON SHEET 5
8 INSTALL 24" RCP, 1350-D
9 CONSTRUCT JUNCTION STRUCTURE PER APWA STD PLAN 332-1, CASE 1, AS SHOWN ON SHEET 6
12 CONSTRUCT BRICK AND MORTAR PLUG PER DETAIL 5, AS SHOWN ON SHEET 2
19 TO BE REMOVED
20 REMOVE EXISTING FENCE AND REPLACE TO R.O.W. AFTER CONSTRUCTION
TO THE SATISFACTION OF THE CITY ENGINEER, DISPOSE OF EXCESS MATERIAL
23 REMOVE TRAFFIC SIGNAL AND POLE, SALVAGE, REPLACE AFTER RCB CULVERT HAS
BEEN CONSTRUCTED
24 SAWCUT AND REMOVE AC PAVEMENT
25 TO BE RELOCATED BY S.C.E. PRIOR TO CONSTRUCTION, CONTRACTOR TO PROTECT
IN PLACE AFTER RELOCATION
t26 PROTECT IN PLACE
33 INSTALL 72" RCP, 1350-D
34 INSTALL 36" CMP, 12 GAUGE
35- CONSTRUCT CONCRETE COLLAR PER APWA STD. PLAN 380-3, AS SHOWN ON SHEET 6
CURVE DATA -72" RCP
O Q R L T
A 4,V53'47" 45.00' 35.26' 18.59'
TOLL FREE ®®1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
1 7 Vv I V 1w T.
17.87'
t,
1+17.87 LATERAL "A-2" 1+17.87 END 24" RCP
END PIPE
1335.25 INV
� 24" RCP 2+03.99 CL C.B.
W=10'
19 EXISTING 36"
PLASTIC PIPE
STORM DRAIN
33-1-+ -3
-667
3 1+3667 BC
LINE A
-13-31.18 INV
1 +23:3 LINE "A"
BEGIN 1PIPE
ELEV 'IR"=1330.63
4 nG 1 4 1n cn (i IAITCmc-c-nTInAf-
1 1 1 / . VV X LII'\r_ ! ,
A=45% C=5.85'
ELEV "S" =11 330.82
1
105+00.00 INTERSECTION=
1+00.00 LIME "A"
SEE SHEET' 15 FOR PROFILE
REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
PRIOR TO CONSTRUCTION
AVENUE
-35
. . —- . — IT
/w QI�T e5r�/D1/
LTM -W B-1"ENC--E
/STEEL TUBING & BLOCKS PILASTER FENCES
N1- -
�I ry
AY _w
II �
35'11
DETAIL
HEMLOCK AVENUE
SEE SHEET 9 FOR PLAN AND PROFILE
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.
QgOF ESS /ON
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0 No. 36052 m
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1CIVIL ��P
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Prepared By:
ALLARD ENGINEERING
r5 Civil Engineering - Land Surveying - Land Planning
Y 8253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
aM t - (ied 12• Zd 171
Raymond 1. Allard, A.C.E. 36052 Date
(expires 6/30/2004)
CITY OF FONTANAr CALIFORNIA
BASELINE AVENUE STORM DRAIN—PHASE 2—STAGE 1
DRAWN BY: Z0 SCALE DETAIL SCALE:
DA/DBW/CGR/WF 1"=20'
DESIGNED BY:E��� �� up DATE:
DBW/JF DECEMBER, 2001
CHECKED BY: APP , D BY: r DRAWING NO.: T7
RJA � % 2 —Z% — � 3050
CITY ENGINEER R. C. . 51152 DATE: S
Filename: M:\DWG\14902\B0X—PHASE2\STAGE 1\S2—sdl7.dwg
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