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TRACT 13325-1 SEE DETAIL ON SHEET 17
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105
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110
CONTRACTOR SHALL PROTECT
AND SUPPORT ALL EXISTING UTILITIES
AND PROVIDE SHOP DRAWINGS APPROVED
BY A CIVIL ENGINEER FOR SUPPORT OF
EXISTING PIPE CROSSINGS SUSPENDED ABOVE
"IN" M^ MTTIn C1 A MTL" A t*4rinTf%XT
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112
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/—�(FONTANA WATER CO.) 3t, oe.0001001 S L N U REV. REVISION DESCRIP11ON DATE ENGR. CITY DATE 0 SS/ 0 SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL �7 ANA&%A&A&A&^4VVVVVVV~ SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, No. 36052 m
DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Uwj BEFORE DAYS BEFORE BRING THEM INTO CONFORMANCE WITH CONDITIONS AND Exp. .6130120 YOU DIG YOU DIG . 0�x STANDARDS IN EFFECT. TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT c
.... . . ..... --- --- --------- -------
------------- ----
... ........
PROFILE
. ... . ..... - - ---- . ..... . HORIZ: 1 "= 40'. ERT. 1 4
114 CONETIMUC110N NOTES
(D -CONSTRUCT DBL. 10 x 8' REINFORCED CONCRETE BOX PER DETAIL 1, AS
SHOWN ON SHEET 3
(�>-CONSTRUCT TRANSITION STRUCTURE PER APWA STD. PLAN 344-1,
AS SHOWN ON SHEET 5 (D -CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN 333-1,
AS SHOWN ON SHEET 5
&-CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN 334-1, CASE 2,
AS SHOWN ON SHEET 5
(�)-CONSTRUCT MANHOLE PER APWA STD. PLAN 323-1, 630-2 & 635-2,
AS SHOWN ON SHEET 6
&-CONSTRUCT WINDOWS PER DETAIL 2, AS SHOWN ON SHEET 3
0 (j�-INSTALL 6 RCP, 1,350-D
C) (�)-INSTALL 24" RCP, 1350-D
m
0 tINSTALL 18" CMP
0 _CONSTRUCT 48 CMP RISER PER DETAIL 2, AS SHOWN ON SHEET 2
@-CONSTRUCT BRICK AND MORTAR BULKHEAD PER DETAIL 5, AS SHOWN SHEET 2
&-CONSTRUCT DBL. 12' x 8' REINFORCED CONCRETE BOX PER DETAIL 1.
AS SHOWN ON SHEET 3
@�--GRADE EARTH SWALE PER DETAIL 1, AS SHOWN ON SHEET 2
TO BE REMOVED
0 @-
m1w @-REMOVE EXISTING FENCE AND REPLACE AT R.O.W. AFTER CONSTRUCTION
cd TO THE SATISFACTION OF THE CITY ENGINEER, DISPOSE OF EXCESS MATERIAL
momp (&-REMOVE, SALVAGE AND REPLACE AFTER R.C.B. CULVERT HAS BEEN CONSTRUCTED
@-REMOVE TRAFFIC SIGNAL AND POLE, SALVAGE, REPLACE AFTER RCB CULVERT
HAS BEEN CONSTRUCTED
-SAWCUT AND REMOVE AC PAVEMENT
(&-TO BE RELOCATED BY S.C.E. PRIOR TO CONSTRUCTION, CONTRACTOR TO PROTECT
IN PLACE AFTER RELOCATION
@--PROTECT IN PLACE
(a -CONNECT EXISTING 18" CMP TO 36" RCP THROUGH BRICK AND MORTAR PLUG
0
0
co I NOTE: SEE SHEET NUMBER 7 FOR TYPICAL SECT10N "AN -NAD
0 AND SECTION cd
XILL GRAPHIC SCALE
40 0 20 40 :80 160
IN FEET I inch = 40 'ft.
Prepared By: CITY OF FONT ALLARD ENGINEERING— BASELINE AVENUE STORM DRAIN=PHASE 2=S'TAGE I
Civil Engineering - Land Surveying - Land Planning DRAW BY- SCALE:
8253 Sierra Avenue DA/DBW/CGR/W PLAN AND PROFILE SHEET 1 11=40'
Fontana, California 92335 DESIGNED BY- oo DATE:
(909) 3513-1615 Fax (909) 3513-1795 DBW/JF STA. 10400 TA, 114#00. DECEMBER, 2001
1 ir �-^ GLata /. I'l CHECKED BY: APP VEDB DRAWING NO.:
J. Allard, R.C.E. 36052 Date RJA 9
(expires G/30/2004) 3050 19
-CITY ENGINEER R.-C.E. 51152 DATE:
Filename: M:\DWG\14902\BOX-PHASE2\STAGE 1\S2-sdO9.dwg
-----------
.... . . ..... --- --- --------- -------
------------- ----
... ........
PROFILE
. ... . ..... - - ---- . ..... . HORIZ: 1 "= 40'. ERT. 1 4
114 CONETIMUC110N NOTES
(D -CONSTRUCT DBL. 10 x 8' REINFORCED CONCRETE BOX PER DETAIL 1, AS
SHOWN ON SHEET 3
(�>-CONSTRUCT TRANSITION STRUCTURE PER APWA STD. PLAN 344-1,
AS SHOWN ON SHEET 5 (D -CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN 333-1,
AS SHOWN ON SHEET 5
&-CONSTRUCT JUNCTION STRUCTURE PER APWA STD. PLAN 334-1, CASE 2,
AS SHOWN ON SHEET 5
(�)-CONSTRUCT MANHOLE PER APWA STD. PLAN 323-1, 630-2 & 635-2,
AS SHOWN ON SHEET 6
&-CONSTRUCT WINDOWS PER DETAIL 2, AS SHOWN ON SHEET 3
0 (j�-INSTALL 6 RCP, 1,350-D
C) (�)-INSTALL 24" RCP, 1350-D
m
0 tINSTALL 18" CMP
0 _CONSTRUCT 48 CMP RISER PER DETAIL 2, AS SHOWN ON SHEET 2
@-CONSTRUCT BRICK AND MORTAR BULKHEAD PER DETAIL 5, AS SHOWN SHEET 2
&-CONSTRUCT DBL. 12' x 8' REINFORCED CONCRETE BOX PER DETAIL 1.
AS SHOWN ON SHEET 3
@�--GRADE EARTH SWALE PER DETAIL 1, AS SHOWN ON SHEET 2
TO BE REMOVED
0 @-
m1w @-REMOVE EXISTING FENCE AND REPLACE AT R.O.W. AFTER CONSTRUCTION
cd TO THE SATISFACTION OF THE CITY ENGINEER, DISPOSE OF EXCESS MATERIAL
momp (&-REMOVE, SALVAGE AND REPLACE AFTER R.C.B. CULVERT HAS BEEN CONSTRUCTED
@-REMOVE TRAFFIC SIGNAL AND POLE, SALVAGE, REPLACE AFTER RCB CULVERT
HAS BEEN CONSTRUCTED
-SAWCUT AND REMOVE AC PAVEMENT
(&-TO BE RELOCATED BY S.C.E. PRIOR TO CONSTRUCTION, CONTRACTOR TO PROTECT
IN PLACE AFTER RELOCATION
@--PROTECT IN PLACE
(a -CONNECT EXISTING 18" CMP TO 36" RCP THROUGH BRICK AND MORTAR PLUG
0
0
co I NOTE: SEE SHEET NUMBER 7 FOR TYPICAL SECT10N "AN -NAD
0 AND SECTION cd
XILL GRAPHIC SCALE
40 0 20 40 :80 160
IN FEET I inch = 40 'ft.
Prepared By: CITY OF FONT ALLARD ENGINEERING— BASELINE AVENUE STORM DRAIN=PHASE 2=S'TAGE I
Civil Engineering - Land Surveying - Land Planning DRAW BY- SCALE:
8253 Sierra Avenue DA/DBW/CGR/W PLAN AND PROFILE SHEET 1 11=40'
Fontana, California 92335 DESIGNED BY- oo DATE:
(909) 3513-1615 Fax (909) 3513-1795 DBW/JF STA. 10400 TA, 114#00. DECEMBER, 2001
1 ir �-^ GLata /. I'l CHECKED BY: APP VEDB DRAWING NO.:
J. Allard, R.C.E. 36052 Date RJA 9
(expires G/30/2004) 3050 19
-CITY ENGINEER R.-C.E. 51152 DATE:
Filename: M:\DWG\14902\BOX-PHASE2\STAGE 1\S2-sdO9.dwg