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SCALE: 1'=20'
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1
PAVEMENT LEGEND
RADIUS
- REMOVE EXISTING
/
W
Z
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I
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23.19'
ASPHALT PAVEMENT
- CONSTRUCT NEW
JW
PCC SIDEWALK
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- GRIND AND OVERLAY
=
I
03
45'34'23"
IMPROVEMENTS
31.82'
16.80'
f
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40.00
31.82'
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VE
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CURB RAMP DETAIL 'A'
N/E CORNER OF CATAWBA AVENUE & SANTA ANA AVENUE
SCALE: 1'=20'
/
i• 0.4
1
PAVEMENT LEGEND
RADIUS
- REMOVE EXISTING
TANGENT
AC PAVEMENT
6525'19"
- CONSTRUCT NEW
23.19'
ASPHALT PAVEMENT
- CONSTRUCT NEW
C2
PCC SIDEWALK
20.00'
- GRIND AND OVERLAY
13.09'
- CONSTRUCT PCC
45'34'23"
IMPROVEMENTS
31.82'
16.80'
--r1*1,1
CURVE TABLE
CURVE #
DELTA
RADIUS
LENGTH
TANGENT
C1
6525'19"
20.00'
23.19'
13.09'
C2
6525'19"
20.00'
23.19'
13.09'
C3
45'34'23"
40.00'
31.82'
16.80'
C4
4534'23"
40.00
31.82'
16.80'
C5
90'29'15"
50.00'
78.97'
50.43'
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Q I j P.P.# 007240E
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TOLL FREE `ft -00' 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
DATE I ENGR. I CITY I DATE
AVENUE
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
STANDARDS IN EFFECT.
J
< P.P.12007239E
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CONSTRUCTION NOTES-
1O SAW -CUT & REMOVE EXISTING ASPHALT PAVEMENT.
2O REMOVE ALL EXISTING TREES/SHRUBS/ TREES STUMPS WITHIN R/W.
3O EX. WATER METER AND SERVICE TO BE REMOVED (BY FONTANA WATER COMPANY).
4O EXISTING POWER POLE TO BE REMOVED & UNDERGROUNDED BY OTHERS.
5O EXISTING POWER POLE & GUY ANCHOR TO BE REMOVED BY OTHERS.
6O REMOVE EXISTING MAILBOX.
O PLUG EXISTING STORM DRAIN PIPE
8O REMOVE EXISTING STAND PIPE
9O CONSTRUCT 5.00' MIN. A.C. OVER 8" AGG. BASE,
OVER NATIVE MATERIAL COMPACTED TO 95%
10 REMOVE/RELOCATE EXISTING STREET SIGN PER CITY OF FONTANA SIDS.
0 RELOCATE EXISTING FIRE HYDRANT (PER FONTANA WATER COMPANY)
12 REMOVE EXISTING SITE WALL
13 ADJUST EXISTING GAS VALVE TO GRADE
14 ADJUST EX. WATER VALVE TO GRADE (BY FONTANA WATER COMPANY)
15 REMOVE EXISTING WROUGHT IRON FENCE
16 CONSTRUCT SIDEWALK PER FONTANA STD. PLAN 1006.
17 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD. PLAN
1002 (MODIFIED PER DETAILS ON SHEET 2).
18 CONSTRUCT 18" PERVIOUS CONCRETE GUTTER ADJACENT TO 8" CONCRETE CURB
PER (STREET SPECIFIC) DETAILS ON SHEET 2.
19 CONSTRUCT 8" CURB PER CITY OF FONTANA STD. PLAN 1000.
20 COLD PLANE & OVERLAY EXISTING AC PAVEMENT. MIN. DEPTH 0.10'
(WIDTH PER PLAN) SEE DETAIL ON SHEET 2.
21 CONSTRUCT PARKWAY CULVERT PER S.P.P.W.C. STD. PLAN NO. 151-2
(WIDTH PER PLAN) SEE DETAIL ON SHEET 2.
22 PROPOSED 12" WATER LINE MAIN EXTENSION (BY FONTANA WATER COMPANY)
23 PROPOSED FIRE HYDRANT (BY FONTANA WATER COMPANY).
24 PROPOSED WATER METER (BY FONTANA WATER COMPANY).
25 EXISTING STREET LIGHT. SEE STREET LIGHT PLAN.
26 PROPOSED STREET LIGHT (SEE ST. LIGHTING PLANS).
27 PROPOSED FIRE D.D.CA TO BE INSTALLED (BY FONTANA WATER COMPANY).
28 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD.
PLAN 1003 (SEE DETAIL ON SHEET 3).
29 PROPOSED PUBLIC STORM DRAIN (SEE STORM DRAIN IMPROVEMENT PLANS).
30 PROPOSED PUBLIC SEWER (SEE SEWER IMPROVEMENT PLANS)
31 RELOCATE EXISTING PULL BOX. CONTRACTOR TO COORDINATE
32 RELOCATE EXISTING UTILITY CABINET. CONTRACTOR TO COORDINATE
33 EX. WATER METER TO BE RELOCATED (BY FONTANA WATER COMPANY).
WD/D# 8-360375146 DR
15-08
Prepared Under The Supervision Of :
C ITY 0 F FO NTANA, CALI FO R NIA
Thienes Engineering, Inc.
STREET IMPROVEMENT PLAN
CML ENGINEERING • LAND SURVEYING
14349 nRESMNE BOULEVARD
LAP
MI FOn,4 X13
°'�'�" BY -
CATAWBA AVENUE P. M. 19 659
�,
SHOWN
°ES"M BY.
FROM- TA. 38+86,ECR TO STA. 44+00.00
DATE:
GP
w----
Date
JREINHARD
CHECKED
0
APPR `j, •
DRAWING N O.:
FA
STEN-AL RCE NO. 56155
MR
ENGINE 1DATE•
152
5451