HomeMy WebLinkAbout5385-3LEGEND
TC = TOP OF CURB
FS = FINISHED SURFACE
FL = FLOW LINE
EP = EDGE OF PAVEMENT
AC = ASPHALT CONCRETE
ST = STREET
PROP = PROPOSED
R/W = RIGHT-OF-WAY
OHW = OVERHEAD WIRES
,C), FIRE HYDRANT
o o STREET LIGHT
0 LIGHT STANDARD
-C- UTILITY POLE
Fl WATER METER
O GAS METER
® WATER VALVE
PB PULL BOX
171
SIGN
EXISTING STREET LIGHT
0-0 PROPOSED STREET LIGHT
PROP = PROPOSED
ST. = STREET
EX. = EXISTING
STD = STANDARD
PLOTABLE EASEMENT ITEM
No. PER TITLE REPORT
(427.0) EXIST. CONTOUR
_427.0 DESIGN CONTOUR
• TREE
** BASIS OF BEARINGS
BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF
CYPRESS AVENUE BEING NORTH.
** TOPOGRAPHIC AND BOUNDARY INFORMATION SHOWN HEREON WAS
OBTAINED FROM AN ALTA SURVEY PREPARED BY:
TRUXAW & ASSOCIATES DATED 6-20-14
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1080.74 INV
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SAWCUT & JOIN
SEE SEPARATE GRADING PLANS
FOR ON-SITE IMPROVEMENTS
PLAN - SLOVER AVENUE
STA. 6+70 TO CYPRESS AVE.
SCALE: 1 "=20'
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CONSTRUCTION NOTES
O4 CONSTRUCT 4" THICK CONCRETE SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006; W=6'.
11 CONSTRUCT CURB DRAIN PER SPPWC STD. PLAN 150-3; INLET CASE PER PLAN, A=60% N=1
(SEE DETAIL ON SHEET 4).
12 STREET LIGHT PER CITY OF FONTANA STREET LIGHT PLAN (STD. 404).
13 SAWCUT AND REMOVE EXIST. DRIVEWAY APPROACH AND/OR SIDEWALK.
14 SAWCUT AND REMOVE, 2' MIN. EXIST. AC PAVEMENT TO PROVIDE A CLEAN JOIN
LINE; PATCH BACK WITH FULL -DEPTH AC (8 -INCH MINIMUM THICKNESS).
15 CONSTRUCT 8" CONCRETE CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000.
16 PROTECT IN PLACE EXISTING UTILITY POLE.
18 FIRE HYDRANT (PER SEPARATE PLANS; BY OTHERS).
N
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
80
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CONSTRUCTION NOTES
O4 CONSTRUCT 4" THICK CONCRETE SIDEWALK PER CITY OF FONTANA STD. PLAN NO. 1006; W=6'.
11 CONSTRUCT CURB DRAIN PER SPPWC STD. PLAN 150-3; INLET CASE PER PLAN, A=60% N=1
(SEE DETAIL ON SHEET 4).
12 STREET LIGHT PER CITY OF FONTANA STREET LIGHT PLAN (STD. 404).
13 SAWCUT AND REMOVE EXIST. DRIVEWAY APPROACH AND/OR SIDEWALK.
14 SAWCUT AND REMOVE, 2' MIN. EXIST. AC PAVEMENT TO PROVIDE A CLEAN JOIN
LINE; PATCH BACK WITH FULL -DEPTH AC (8 -INCH MINIMUM THICKNESS).
15 CONSTRUCT 8" CONCRETE CURB AND GUTTER PER CITY OF FONTANA STD. PLAN NO. 1000.
16 PROTECT IN PLACE EXISTING UTILITY POLE.
18 FIRE HYDRANT (PER SEPARATE PLANS; BY OTHERS).
N
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
80