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PALM DESERT, CALIFORNIA 92260-4114
IN
MENEM!
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CONSULTING 760.346.7481 • FAX760.346.=5 ■ www.RBF.com
DRAWN BY:
DILIGENT MANNER THE CITY ENGINEER
Blue
No. 57667
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MAY REQUIRE REVISIONS TO THE PLANS
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3
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5
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AS SHOWN ON PLAN.15 w
AC BERM WITH
SAND BASE DETAIL14
LINE/CURVE
DATA TABLE
®
BEARING/DELTA RADIUS
LENGTH NOTE
1
N
29035'11"
W --
24.60' 8" AC DIKE
IMMEMEM
N
00029'48"
W --
22.02' 8" CURB & GUTTER
3
N
00°29'48"
W --
203.15' post
4
N
00029'48"
W --
12.63' post
5
N
89025'53"
E --
11.23' 8" AC DIKE
6
89038'35"
6.50'
10.17' poll
7
N
00°12'42"
W --
12.17' poll
A
PALM DESERT, CALIFORNIA 92260-4114
IN
MENEM!
z
CONSULTING 760.346.7481 • FAX760.346.=5 ■ www.RBF.com
DRAWN BY:
DILIGENT MANNER THE CITY ENGINEER
NEW
No. 57667
DSW
No
,
MAY REQUIRE REVISIONS TO THE PLANS
* *
PREPARED U UPERVISION
OF:
DESIGNED BY
MEMMEMEM
CIO-
q�F
_
DSW
1■■
CONDITIONS AND STANDARDS IN EFFECT.
O f C A��F���
�
• MENNEN
CHECKED BY•
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■��■
DATE:
ONE
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co On N W • r co 1- to • }- �- r -
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COLD PLANE AND OVERLAY PER PAVEMENT JOINT rn �+ r\N �`-cv`� 00 Mr�"�t--�
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11 -rn X_ EXIST ELECT ., PEDESTAL( , - - - , - - - - "� ��X co
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AS SHOWN ON PLAN.15 w
FEATHER OVERLAY TO
MATCH EXIST
EX. AC AVEMENT
JriALE: i -Tv
40 20 0 40 80 120
AC BERM WITH
SAND BASE DETAIL14
LINE/CURVE
DATA TABLE
®
BEARING/DELTA RADIUS
LENGTH NOTE
1
N
29035'11"
W --
24.60' 8" AC DIKE
2
N
00029'48"
W --
22.02' 8" CURB & GUTTER
3
N
00°29'48"
W --
203.15' post
4
N
00029'48"
W --
12.63' post
5
N
89025'53"
E --
11.23' 8" AC DIKE
6
89038'35"
6.50'
10.17' poll
7
N
00°12'42"
W --
12.17' poll
FEATHER OVERLAY TO
MATCH EXIST
EX. AC AVEMENT
JriALE: i -Tv
40 20 0 40 80 120
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SAND BASE DETAIL14
NOT
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DATE ENGR. CITY DATE
PLANNING ■
min
SHOULD CONSTRUCTION OF THE REQU I REDo
Q%� E ES S 1 D,ygl
IMPROVEMENTS NOT COMMENCE WITHIN TWO
��. P�� • s� F
■ ■ ■
MENNEN1
YEARS OF THE DATE OF APPROVAL SHOWN
A
PALM DESERT, CALIFORNIA 92260-4114
R8 ry L NE
_-
1
�3 G j0E_RA
-60 -40 -20 0
9+75
CONSTRUCTION NOTES
O1 CONSTRUCT 6.5" MIN. AC OVER 12" MIN.
NATIVE SUBGRADE COMPACTED TO 95%.
O2 CONSTRUCT 4" PCC SIDEWALK PER CITY OF
FONTANA STANDARD PLAN N0. 1006.
OCONSTRUCT 8" CURB AND GUTTER PER CITY OF
FONTANA STANDARD PLAN N0. 1000.
G)CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF
FONTANA STANDARD PLAN N0. 1002 AND
DETAILS ON SHEET 2.
O5 CONSTRUCT 8" ASHPALT CONCRETE DIKE PER
CITY OF FONTANA STANDARD PLNA N0. 1007.
O6 CONSTRUCT UNDER SIDEWALK DRAIN PER CITY
OF FONTANA STANDARD PLAN N0. 3001 (SIZE 2
RECTANGULAR PIPE AND "L" ADAPTER -ANGLE
MODIFIED TO 600). PROVIDE CLEAN-OUT AND
END CAP AT RIGHT OF WAY.
O7 REMOVE EXISTING CURB AND GUTTER.
O8 REMOVE EXISTING TREE.
O9 INSTALL STREET LIGHT PER CITY OF FONTANA
STANDARD N0. 404. (30 FT. HEIGHT - 22,000
LUMEN HPSV 200 WATT N0. 20 - CARPINTERIA
POLE &TEAR DROP FIXTURE WITH BROWN
JASPERPOLE &TEAR DROP).
10 REMOVE EXISTING SIDEWALK.
11 COLD PLANE AND OVERLAY PER PAVEMENT JOINT
DETAIL ON SHEET 2.
12 REMOVE EXISTING AC PAVEMENT AND BASE.
13 SAWCUT AC PAVEMENT.
14 CONSTRUCT AC BERM WITH SAND BASE PER
DETAIL ON SHEET 2.
15 CONSTRUCT TEMPORARY AC SIDEWALK TO JOIN
NEW SIDEWALK WITH THE EXISTING AS SHOWN
ON PLAN.
16 INSTALL TEMPORARY 4" PVC STORM DRAIN PIPE
WITH TEMPORARY "L" ADAPTOR, AND CORE
THROUGH EXISTING CURB AT STATION SHOWN.
ACWUTL
ST.ORC
EX [ STI.
PROFILE SCALE:
INNMM Inv
NORTHERLY ENTRY DRIVEWAY DETAIL4
SCALE: 1"=10'
1347.16TC 11347.VOTC
1346.66FS 71347.20FS
1346.54TC GB o - 0
0 1347.08TC GB
1346.54FS cv to N 1347.08FS
1346.42TC o 1347.15TC
1345.75FL 00 ori Cd 1346.48FL
V Mfg 1 GJ
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8" CURB & GUTTER :f>�, SOUTHERLY EXIT DRIVEWAY DETAIL I L
CLEAN SAND 8 AC BERM
SCALE: 1"=10'
PAVEMENT JOINT DETAIL 11
NTS O
SCALE: 1"=40'
BASIS GE BEARING
BENCHMARK: Bearings and coordinates as shown hereon are in terms of the
California Coordinate System of 1983 (Epoch 2007.00), Zone
Elevations as shown hereon 5; based locally upon the following Continuously Operating
are in terms of the National Reference Stations as published by the NGS:
Geodetic Vertical Datum of
1929 based locally upon the Name Northing (ft)Easting (ft) Ellipse Hgt.
following City of Fontana (ft)Accuracy
Bench marks: EWPP 1860639.42 6705287.17 1084.17
#264 ELEV=1321.020' RTHS 1855454.16 6757466.08 1078.27
REV. I REVISION DESCRIPTION
AC BERM WITH
SAND BASE DETAIL14
NOT
TO SCALE
DATE ENGR. CITY DATE
PLANNING ■
DESIGN ■ CONSTRUCTION
SHOULD CONSTRUCTION OF THE REQU I REDo
Q%� E ES S 1 D,ygl
IMPROVEMENTS NOT COMMENCE WITHIN TWO
��. P�� • s� F
■ ■ ■
MENNEN1
YEARS OF THE DATE OF APPROVAL SHOWN
A
PALM DESERT, CALIFORNIA 92260-4114
IN
MENEM!
z
CONSULTING 760.346.7481 • FAX760.346.=5 ■ www.RBF.com
DRAWN BY:
DILIGENT MANNER THE CITY ENGINEER
NEW
No. 57667
DSW
No
,
MAY REQUIRE REVISIONS TO THE PLANS
* *
PREPARED U UPERVISION
OF:
DESIGNED BY
MEMMEMEM
CIO-
q�F
_
DSW
1■■
CONDITIONS AND STANDARDS IN EFFECT.
O f C A��F���
�
• MENNEN
CHECKED BY•
��
■��■
DATE:
ONE
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1351.94TC
NORTHERLY ENTRY DRIVEWAY DETAIL4
SCALE: 1"=10'
1347.16TC 11347.VOTC
1346.66FS 71347.20FS
1346.54TC GB o - 0
0 1347.08TC GB
1346.54FS cv to N 1347.08FS
1346.42TC o 1347.15TC
1345.75FL 00 ori Cd 1346.48FL
V Mfg 1 GJ
SL6��ER PL 1 2" AC CAP
8" CURB & GUTTER :f>�, SOUTHERLY EXIT DRIVEWAY DETAIL I L
CLEAN SAND 8 AC BERM
SCALE: 1"=10'
PAVEMENT JOINT DETAIL 11
NTS O
SCALE: 1"=40'
BASIS GE BEARING
BENCHMARK: Bearings and coordinates as shown hereon are in terms of the
California Coordinate System of 1983 (Epoch 2007.00), Zone
Elevations as shown hereon 5; based locally upon the following Continuously Operating
are in terms of the National Reference Stations as published by the NGS:
Geodetic Vertical Datum of
1929 based locally upon the Name Northing (ft)Easting (ft) Ellipse Hgt.
following City of Fontana (ft)Accuracy
Bench marks: EWPP 1860639.42 6705287.17 1084.17
#264 ELEV=1321.020' RTHS 1855454.16 6757466.08 1078.27
REV. I REVISION DESCRIPTION
DR N0. 09-010 R1
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENTS
SCALE:
AS SHOWN
SIERRA AVENUE JOB NUMBER
2o-,o,zsa
A ROVEn Ay. DRAWING N0. 2
i x � CIN ENGINEE RCE 51152� •� � /� TE: 4918 2NEW
M
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AC BERM WITH
SAND BASE DETAIL14
NOT
TO SCALE
DATE ENGR. CITY DATE
PLANNING ■
DESIGN ■ CONSTRUCTION
SHOULD CONSTRUCTION OF THE REQU I REDo
Q%� E ES S 1 D,ygl
IMPROVEMENTS NOT COMMENCE WITHIN TWO
��. P�� • s� F
■ ■ ■
74-130 COUNTRY CLUB DRIVE, SUITE 201
YEARS OF THE DATE OF APPROVAL SHOWN
A
PALM DESERT, CALIFORNIA 92260-4114
HEREON AND CARRIED FORTH IN A
z
CONSULTING 760.346.7481 • FAX760.346.=5 ■ www.RBF.com
DRAWN BY:
DILIGENT MANNER THE CITY ENGINEER
No. 57667
DSW
,
MAY REQUIRE REVISIONS TO THE PLANS
* *
PREPARED U UPERVISION
OF:
DESIGNED BY
TO BRING THEM INTO CONFORMANCE WITH
CIO-
q�F
_
DSW
CONDITIONS AND STANDARDS IN EFFECT.
O f C A��F���
II 12.1 1 1 1
CHECKED BY•
MI HAEL S. S ON, RCE 57667
DATE:
MSS/DSW
DR N0. 09-010 R1
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENTS
SCALE:
AS SHOWN
SIERRA AVENUE JOB NUMBER
2o-,o,zsa
A ROVEn Ay. DRAWING N0. 2
i x � CIN ENGINEE RCE 51152� •� � /� TE: 4918 2NEW
M
N
Cn
0
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0
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0
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0
0
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0