HomeMy WebLinkAbout5260-2CONSTRUCTION NOTES
—SAWCUT, REMOVE AND DISPOSE OF EXISTING AC/AB PAVEMENT
V SAWCUT, REMOVE AND DISPOSE OF EXISTING CURB AND GUTTER
—SAWCUT, REMOVE AND DISPOSE OF EXISTING SIDEWALK
&-GRIND AND OVERLAY EXISTING PAVEMENT WITH 0.12' AC MIN PER DETAIL "A"
ON SHEET 2 (WIDTH AS INDICATED ON PLANS)
O5 —ADJUST MANHOLE RIM TO GRADE PER CITY OF FONTANA STANDARD DETAIL 2000
&—FURNISH AND INSTALL REDWOOD HEADER PER DETAIL "B" ON SHEET 2
—REM0VE AND DISPOSE OF SPECIFIED ITEM
&—EXISTING POWER POLE TO BE UNDERGROUNDED BY EDISON CREWS, SEE ELECTRICAL PLANS FOR
ADDITIONAL INFORMATION
&-REMOVE OR RELOCATE SPECIFIED ITEM PER APPROPRIATE CONSULTANTS PLANS AND SPECIFICATIONS
10 ABANDON EXISTING WATER SERVICE 0 THE MAIN
11 JOIN AND MATCH EXISTING ADJACENT SURFACE
12 PROTECT IN PLACE SPECIFIED ITEM
13 CONSTRUCT MINIMUM 6.5" AC OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE
PER CITY OF FONTANA STANDARD PLAN NO. 400
14 CONSTRUCT 8" CURB 8 GUTTER PER CITY OF FONTANA STANDARD PLAN NO. 1000
15 CONSTRUCT 4" THICK PCC SIDEWALK PER CITY OF FONTANA STANDARD PLAN N0. 1006
i6 SEE FONTANA WATER COMPANY PLANS FOR DETAILS
17 CONSTRUCT DRIVEWAY PER CITY OF FONTANA STD. DETAIL 1002
18 FURNISH AND INSTALL STREET TREE PER CITY OF FONTANA STD. PLAN NO. 5033
19 INSTALL STREET LIGHT PER STREET LIGHT PLAN
20 INSTALL TREE CRATE PER CITY OF FONTANA STD. PLAN NO. 5046
21 FURNISH AND INSTALL MIN. 2" SCHEDULE 40 WHITE PVC IRRIGATION SLEEVE
22 CONSTRUCT LOCAL DEPRESSION AND CURB OPENING CATCH BASIN W= 3.5' V=5.33' PER CITY OF
FONTANA STD. PLAN NO. 3003 8 3004
o-FURMSH AND INSTALL 12" PVC SDR 35 STORM DRAIN PIPE
24 FURNISH AND INSTALL UNDER SIDEWALK DRAIN (SIZE 3) PER CITY OF FONTANA STD. PLAN NO. 3001
GRAPHIC SCALE 1"=40'
0 40 BO 120
SAWCUT AND REMOVE—
EXISTING PAVEMENT
REMOVE EXISTING A.C. DIKE
WHERE APPLICABLE
AEW PA
REMOVE REDWOOD
WHERE APF
2'
44 D�
NOT TO SCALE
GRIND 0.12' MIN.
EXIST. PAVEMENT AND
OVERLAY 0.12' MIN.
2"x4" R.
AGGRE
BASE
EXISTING PAVEMENT 2
n DETAIL V
REDWOOD HEADER
NOT TO SCALE
ALDER AVENUE
"R
W�
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=3
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W
W
co
X443 11eCe�'.i IR
20+00 21+00 22+00 23+00
RIGHT OF WAY
41FI&W:F14"
BENCHMARK: FON-21G
ELEV: 1230.443 PER CSFB 4015/992 PK AT SOUTH
EAST OF MERRILL AVE AND PALMETTO AVE.
BASIS OF BEARINGS:
THE CENTERLINE OF MERRILL AVENUE, TAKEN AS
N 89 36' 24" E PER TRACT NO. 8646, MB 124/24
--'To
D
DIAL TWO
o rwo
BEFORE DAYS BEFORE
YDU DIG YOU DIG
A PUBLIC SERVICE BY
REV.
MERRILL AVENUE
REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
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.
Consultant's Seal
No. C59118
Exp. 6-30-17
SCI V I L/
APN 0249-011-39
APN 0249-011-08
Q
W
PROFILE SCALE
HORIZ. 1"=40'
VERT. 1"=*
GRAPHIC SCALE 1"=40'
AVENUE o 40 80 120
o EPIC ENGINEERS
0ML MEERING UNG 3UPY EW
PUNNINGNIWSfOFMWATEfi NNNAGEMENI
101 E. REDLANDS BOULEVARD
SUITE 146 TELE 909 - 792 - 5989
F—IREDLANDS, CA 92373 FAX 909 - 792 - 8889
TROY QK"MOLAUC, PE
5/27/2015
DATE
GRAPHIC SCALE 1"=40'
0 40 80 120
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLAN
DRAWN BY: SCALE:
ACB ALDER AVENUE AS SHOWN
DESIGNED BY: DATE:
ACB MERRILL AV UE 5/27/2015
CHECKED BY: APPR B . DRAWING 2
TDM
2�' NO: of
OTY ENGINEER RICARDO SANDOVAL RCE 51152 DATE: 5260 2