HomeMy WebLinkAbout3842-2CONSTRUC
CONST.
CONCRE-
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. . I I I - -1 - I . I � 1 11 - - I , - , � , - , , - - ., ;4 ,
&ONCRETE SINGLE BOX PER DETAILS ON, SHT. 8, �: - "
0 --CONST, NAANHOLE—CONCRETE BOX STORM DRAIN PER A.P.W.A. STD, 323-1
r()�CONST JUNCTION STRUCTURE—PIPE TO RCB PER APWA STD 334-1
A
A.P� W, A.
(�0)________CONS7. TRANSITION STRUCTURE—SINGLE RCB TO z �\ �' I
97 e_'14 fM7
SING[ E RCB PER A P.W,A. STD. _34-1 —1
�.3�------CONST. PIPE CLOSURE TYPE "B" PER SAN BERNARDINO COUNTY FLOOD
CONTROL DISTRICT STD. S.P. 176A
1�--CONST. 24" R.C.P. D—LOAD PER PLAN'.
C3 CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A.
—2, SEE DETAIL ON SHEET 7.
STD. PLAN 300
i,-�)--�ONSTRUCT LOCAL DEPRESSION PER A,P.W.A. STD. PLAN 313-1
CASE "E", SEE DETAIL ON SHEET 7.
CS�)_SAWCUT AND REMOVE EXIST. AC PAVEMENT.
C��5__SAWCUT AND REMOVE EXIST. CURB AND GUTTER
C�6)__REPAIR TRENCH PER CITY STD. DWG. NO, 1,31.
TOLL FREE t-1300-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
t h E D', t z
REV.
REVISION DESCRIPTION
7DATE
ENGR.
CIR
DATE
4 Z�7
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All
ITEM NO. DELTA/IBEARING RADIUS LENGTH TANGENT
N 45*14'28" W 72.80' ---
N 45'14'28" W --- 72.80' ---
nc N 44'45'32" E 27.61' ---
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.
W
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z
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CATCH BASIN #12
BENCH MARK: B-17 CALTRANS BASIS OF BEARING& LOCAL DEERESSION (CASE E) E-4
THE BASIS OF BEARINGS FOR THIS MAP IS THE
BRASS CAP IN CONCRETE S.C.E. SOUTH LINE OF THE NORTHEAST QUARTER OF SCALE: 1 70'
TOWER LEG -343 N/O HIGHLAND SEC. 26, TOWNSHIP 1 NORTH, RANCE 6 WEST
AVE., 0.20 MI. W SAN SEVAINE RD., SAN BERNARDINO MERIDIAN SHOWN AS
2.65 Ml,' W� AL060 HIGHLAND AVE,, N 89'37'36" W ON A MAP HLED IN BOOK 88
FROM SIERRA AVE. PAGES -716 THROUGH 42, INCLUSIVE, OF SURVEY, cn
MA71ON: 14216020 RECORDS OF SAN BERNARDINO COUNTY.
Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA
PREPARED IN THE OFFICE OF
MADOLE AND ASSOCIATES, INC. STORM DRAIN IMPROVEMENT PLANS
DRAW BY- SUMMIT AVENUE SCALE: 1 "=40'
No, 62183 x 760-A S. ROCHESTER AVE DJ/ATS
Expt 9-30-05 ONTARIO, CA 91761 MPSD LIK B — PHASE 4A DATE:
(909) 937-9151 DESIGNED BY.
LP/ATS 'S�- 606+ .00 -TO STA. 616+00.00 MAR. 2005
c A, Date -7.( 2--c,,r CHECKED BY., APPRq)05,_RY: DRANING Na. 2
RCE 62183 EXP� 9-30-05 ATS 7 3842 8
CITY ENGINEER R.C.E. 51152 DATE /18
J:\652-1452\stoi�i,n\sd-Dh4a-02.dwa, 7/12/2005 9:03:41 AM. 1:1. ATS