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BEARING
DISTANCE
-
—,
v
20.62'
n_
A
163'05'27"
3.00'
8.54'
20.18'
i
fif
2.00'
6.28'
—
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Hc
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39.27'
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PLANS DUE TO PROJECT COORDINATION
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CONSTRUCTION NOTES
CONSTRUCT CONCRETE CURB AND GUTTER PER CITY OF FONTANA STD. NO. 1003 (8" CURB AND GUTTER)
CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER CITY OF FONTANA STD. NO. 1015
CONSTRUCT 6.5" MIN. AC OVER 12" MIN. 9590 COMPACTED NATIVE SUBGRADE
CONSTRUCT 6.5" MIN. AC OVER 12" MIN. 9590 COMPACTED NATIVE SUBGRADE
ADJUST VALVE COVER TO GRADE AFTER FINAL PAVING HAS BEEN INSTALLED
VING HAS BEEN -.WSTALLED
43 CONSTRUCT DRIVE APPROACH PER CITY OF FONTANA STD. NO. 1005A
90 PROTECT IN PLACE (ITEM AS INDICATED ON PLAN)
92 EXISTING OVERHEAD POWER LINES TO BE UNDERGROUNDED BY EDISON COMPANY
BASIS OF BEARING
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE
COORDINATE SYSTEM ZONE 5. BASED LOCALLY ON THE COUNTY OF SAN
BERNARDINO GPS STATION 20377 FILED IN BOOK 004015 PAGE 001548 ON
FILE IN THE OFFICE OF THE COUNTY SURVEYOR OF SAID COUNTY AND GPS
STATION 20384 FILED IN BOOK 004015 PAGE 001555 ON FILE IN THE OFFICE
OF SAID COUNTY SURVEYOR.
BENCHMARK ELEV. 1077.40
LOCATION:
CHISELED BOX IN EASTERLY TOP OF CURB
TAMARIND AVE., 60' SOUTH OF TAMARIND CT.,
500' SOUTH OF SLOVER AVENUE.
35 36
93 EXISTING POWER POLE TO BE REMOVED BY EDISON COMPANY
225 GRIND EXISTING AC MINIMUM 5' WIDE, 0.10' DEEP AND OVERLAY PER DETAIL ON SHEET 1
24o CONSTRUCT ACCESS RAMP PER DESIGN SHOWN ON PLANS
2ss CONSTRUCT MEDIAN TAPER PER APWA STD. PLAN, 140-2 (LENGTH AS SHOWN ON PLAN)
297 CONSTRUCT MEDIAN FLARE PER APWA STD. PLAN, 141-1 (LENGTH AS SHOWN ON PLAN)
334 CONSTRUCT FINAL AC TOP COURSE BY OTHERS (AS DIRECTED BY CITY ENGINEER)
Sas CONSTRUCT CONCRETE CURB PER CITY OF FONTANA STD. NO. 1003 (8" CURB FACE)
38, 39 40
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.
� •AwQ�OFESS/pNgl1�1
w ; N0. 33366 : m
EXPIRATION
6-30-2006 •: *�
1�Jf,��; . • CIVIC •���Q'i
OF 0A`��0,!
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=EASEMENT TO CITY
ho OF FONTANA
'�1TI
40 0 40 80 120
1
GRAPHIC SCALE: 1'=40'
IUITTZOLIARS
Huitt-Zollars, Inc. Ontario
1101 S. MILLIKEN AVENUE, SUITE G * ONTARIO, CALIFORNIA 91761 * (909) 390-8400
APPROVED BY MAURICE H. MURAD
R.C.E.
33366
EXPIRES DATE
COURSE DATA
❑
BEARING
DISTANCE
-
1
N75 -26"34"E
20.62'
T
A
163'05'27"
3.00'
8.54'
20.18'
B
180'00'00"
2.00'
6.28'
—
90'00'20"
30.00'
47.13'
30.00'
Hc
89'59'40"
25.00.
39.27'
25.00'*71
PREVISED
oll
PLANS DUE TO PROJECT COORDINATION
REVISION DESCRIFFION
38, 39 40
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.
� •AwQ�OFESS/pNgl1�1
w ; N0. 33366 : m
EXPIRATION
6-30-2006 •: *�
1�Jf,��; . • CIVIC •���Q'i
OF 0A`��0,!
41
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=EASEMENT TO CITY
ho OF FONTANA
'�1TI
40 0 40 80 120
1
GRAPHIC SCALE: 1'=40'
IUITTZOLIARS
Huitt-Zollars, Inc. Ontario
1101 S. MILLIKEN AVENUE, SUITE G * ONTARIO, CALIFORNIA 91761 * (909) 390-8400
APPROVED BY MAURICE H. MURAD
R.C.E.
33366
EXPIRES DATE
COURSE DATA
❑
BEARING
DISTANCE
-
1
N75 -26"34"E
20.62'
CITY OF FONTANA, CALIFORNIA
STWEET UNP)mOOVEMENT PC�La�nl3
DRAWN BY: P.M. NO. 16264 —SIERRA BUSINESS PARK SCALE:
H—Z STAFF AS SHOWN
DESIGNED BY: SANT/1 ANA AVENUE DATE:
FRO 1190 EST OF PRODUCTION AVENUE
M.H.M. T OF TAMARIND AVENUE 3-2005
CHECKED BY: APP/O • <z of-
DWG. NO.:
•
M.H.M. 3789
CI ENGINEER R.C.E. 51152 DATE:
CURVE DATA
Q
A
R
L
T
A
163'05'27"
3.00'
8.54'
20.18'
B
180'00'00"
2.00'
6.28'
—
90'00'20"
30.00'
47.13'
30.00'
Hc
89'59'40"
25.00.
39.27'
25.00'*71
CITY OF FONTANA, CALIFORNIA
STWEET UNP)mOOVEMENT PC�La�nl3
DRAWN BY: P.M. NO. 16264 —SIERRA BUSINESS PARK SCALE:
H—Z STAFF AS SHOWN
DESIGNED BY: SANT/1 ANA AVENUE DATE:
FRO 1190 EST OF PRODUCTION AVENUE
M.H.M. T OF TAMARIND AVENUE 3-2005
CHECKED BY: APP/O • <z of-
DWG. NO.:
•
M.H.M. 3789
CI ENGINEER R.C.E. 51152 DATE: