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A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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BASIS OF BEARINGS:
BEARINGS ARE BASED ON THE SOUTH LINE OF THE NORTHEAST ONE-QUARTER
OF SECTION 35, TAN., R.6W., S.B.M. BEING N.89`47'11"W AS SHOWN ON TRACT
TRACT NO.
15655-18
CURVE DATA
DATE
ENGR.
Q
RADIUS
LENGTH
TANGENT
A
90'00'00"
25.00'
39.27'
25.00'
B
36'52'12"
62.00'
39.90'
20.67'
C
253'4423
38.00'
168.29'
50.67'
D
05'21'33"
750.00'
70.15'
35.10'
E
05' 13'59"
768.00'
70.15'
35.10'
F
05'2928"
732.00'
70.16'
35.10'
G
90'00'00"
43.00'
67.54' 1
60.81'
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PROP6�ED EFT,
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MEMNON WE
� NOTE
CONTRACTOR TO VERffY LOCATION
AND ELEVATION PRIOR TO START
OF CONSTR(1CTI0N.
1+0
McVO NEU AVSE. 5
SEE SHEET 3 4
60 LO
30' 30' m
12' 18' 18' 12' " o
J U In
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BASIS OF BEARINGS:
BEARINGS ARE BASED ON THE SOUTH LINE OF THE NORTHEAST ONE-QUARTER
OF SECTION 35, TAN., R.6W., S.B.M. BEING N.89`47'11"W AS SHOWN ON TRACT
ET
MAP 15655-22, MB. 270/1-3 RECORDS OF SAN BERNARDINO COUNTY.
REV,
REVISION DESCRIPTION
DATE
ENGR.
CITY
DATE
SHOULD CONSTRUCTION OF REQUIRED
IMPROVEMENTS NOT COMMENCE WITHN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
DILIGENT MA EWL THE CITY ENGINEER MAY
REQUIRE REVISIONS TO THE PLANS TO
BRING 77M INTO CONFORMANCE WITH
CONDITIONS AND STANDARDS IN EFFECT
PREPARED FOR:
IM HOME
801 CORPORATE CENTER DRIVE
SUITE 201
POMONA, CA 91 41
(909) 802-11541154
FAX (909) 802-1111
BENCHMARK
CALTRANS BENCHMARK NO. 8-17
BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343'
N/0 HIGHLAND AVENUE, 0.2 MI. W/O
SAN SEVAINE ROAD, IN SOUTH CONCRETE BASE
OF S.C.E. TOWER 19.5; 2.65 MI. W. ALONG
HIGHLAND AVENUE FROM SIERRA AVENUE
ELEVATION: 1428.6090
S. H'q
Z
CALIFORNIA LANDINGS SPECIFIC
01
C00
00 14
15
CnLO
��
PROPOSED 8"
0~
ul No. 43976 m
* Exp. 6/30/05 *
M
STREET IMPROVEMENT PLAN
1 -40
DESIGNED BY.
2
REY. s7. NAMES -,R. mot -17746 c7. T® EAR
7
M
r
0-0-
s
1101
ED
WD
WAY AND NuGHES CTrO A4cMVNELL AVE.
PP , ED B o
DRAWING NO.:
CA L \
SH
Pi -A coc Doc. # 2008 -0!/7223 Z//7/OA
35-t
4
IL�CL� i7l.AW i.f
CITY ENGINEER R.C.E. 51152
ET
PROPOSED 8"
SEWER
PER CITY DWG.
QRpF /C
NO. 3378
N O
18
S. H'q
Z
CALIFORNIA LANDINGS SPECIFIC
01
C00
00 14
15
CnLO
��
PROPOSED 8"
0~
ul No. 43976 m
* Exp. 6/30/05 *
M
STREET IMPROVEMENT PLAN
1 -40
DESIGNED BY.
DATE:
AE
M
r
0-0-
s
sgTF CIV 1 \_p�a�P
OF F
ED
WD
13Y.-.8%.
PP , ED B o
�+ 3._ . •12'49"E
WATER BY OTHERS
40
GRAPHIC SCALE
0 20 40 80
( IN FEET )
1 inch = 40 ft.
Mn
PROFILE
VERT: 1' = 4'
160
O
16 z_�= 00LU
z� w�
S>Q't
�o
Ci W NSU;VZ N N
w
'-
F 5 +8,* w
10 13 E"'1
N
E 15
w
cn
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7 �o
Z
CONSTRUCTION NOTES
17
m
�
w N ( O1 CONSTRUCT 4" AC PAVEMENT �MIN) OVER 12" OF 95% COMPACTED NATIVE SOIL
0^6 Z ;v (SEE GENERAL NOTE 31 & 32
2 CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003
3 CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006
4 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 104, W=8'
5 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH & TYPE AS SHOWN ON PLAN
W
No 36637
:;o 20 6 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 102, W=16' UNLESS NOTED OTHERWISE
+� '' 7 ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD. DWG. NO. 109
8 CONSTRUCT CATCH BASIN PER A.P.W.A. STD. DWG. NO. 300-2, AS SHOWN ON SHT 4
EARHART AVENUTE. DE (WIDTH AS SHOWN PLAN)
w "' O CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. DWG. N0. 313-1, AS SHOWN ON SHT 4
MVDLE �����T� (CASE AS SHOWN ON PLAN)
19t - AM CTR• PA..alllr 2�, DNT,�jtl0, �(. q/�G j 10 INSTALL 5800 LUMEN HPSV (70 WATT; 17) LUMINAIRE
NOTE.
DRIVEWAY LOCATIONS SHOWN HEREON ARE
APPROXIMATE. FINAL DRIVEWAY LOCATIONS
AND DIMENSIONS SHOULD BE TAKEN FROM
THE APPROVED PRECISE GRADING PLAN
FOR THIS TRACT.
I&
THESE RECORD DRAWINGS HAVE BJIN PREPARED, IN
PART, ON THE BASIS OF INFORMATION OOMPILID AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INoommaso INTO THE CJC CUMENT8 AS
A RESULT THEREOF
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
356-1815 Fax (909) 356-1795
C(909)
IZ Ib o3
David S. Hammer B.C.E. 43976 Date
(expires 6/30/2005)
11 INSTALL STOP SIGN PER CITY STD. DWG. NO. 139.
12 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139
13 REMOVE EXISTING TRAFFIC BARRICADE
14 SAWCUT AND REMOVE EXISTING A.C. PAVEMENT
15 GRIND EXISTING A.C. PAVEMENT (MIN. 0.1' THICKNESS) AND OVERLAY (MIN. 0.1' THICKNESS)
16 REMOVE AND REPLACE EXIS111'VG CURB & GUTTER
ESS
CITY OF FONTANA, CALIFORNIA
QRpF /C
19
18
S. H'q
mET
CALIFORNIA LANDINGS SPECIFIC
01
C00
'—
00
DRAWN BY:
��
PROPOSED 8"
ul No. 43976 m
* Exp. 6/30/05 *
M
WATER BY OTHERS
40
GRAPHIC SCALE
0 20 40 80
( IN FEET )
1 inch = 40 ft.
Mn
PROFILE
VERT: 1' = 4'
160
O
16 z_�= 00LU
z� w�
S>Q't
�o
Ci W NSU;VZ N N
w
'-
F 5 +8,* w
10 13 E"'1
N
E 15
w
cn
--- - w V)
7 �o
Z
CONSTRUCTION NOTES
17
m
�
w N ( O1 CONSTRUCT 4" AC PAVEMENT �MIN) OVER 12" OF 95% COMPACTED NATIVE SOIL
0^6 Z ;v (SEE GENERAL NOTE 31 & 32
2 CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. DWG. NO. 1003
3 CONSTRUCT CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006
4 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. DWG. NO. 104, W=8'
5 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015, WIDTH & TYPE AS SHOWN ON PLAN
W
No 36637
:;o 20 6 CONSTRUCT PCC DRIVE APPROACH PER CITY STD. DWG. NO. 102, W=16' UNLESS NOTED OTHERWISE
+� '' 7 ADJUST MANHOLE FRAME AND COVER TO GRADE PER CITY STD. DWG. NO. 109
8 CONSTRUCT CATCH BASIN PER A.P.W.A. STD. DWG. NO. 300-2, AS SHOWN ON SHT 4
EARHART AVENUTE. DE (WIDTH AS SHOWN PLAN)
w "' O CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. DWG. N0. 313-1, AS SHOWN ON SHT 4
MVDLE �����T� (CASE AS SHOWN ON PLAN)
19t - AM CTR• PA..alllr 2�, DNT,�jtl0, �(. q/�G j 10 INSTALL 5800 LUMEN HPSV (70 WATT; 17) LUMINAIRE
NOTE.
DRIVEWAY LOCATIONS SHOWN HEREON ARE
APPROXIMATE. FINAL DRIVEWAY LOCATIONS
AND DIMENSIONS SHOULD BE TAKEN FROM
THE APPROVED PRECISE GRADING PLAN
FOR THIS TRACT.
I&
THESE RECORD DRAWINGS HAVE BJIN PREPARED, IN
PART, ON THE BASIS OF INFORMATION OOMPILID AND
FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE
RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH
HAVE BEEN INoommaso INTO THE CJC CUMENT8 AS
A RESULT THEREOF
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
8253 Sierra Avenue
Fontana, California 92335
356-1815 Fax (909) 356-1795
C(909)
IZ Ib o3
David S. Hammer B.C.E. 43976 Date
(expires 6/30/2005)
11 INSTALL STOP SIGN PER CITY STD. DWG. NO. 139.
12 INSTALL STREET SIGN PER CITY STD. DWG. NO. 139
13 REMOVE EXISTING TRAFFIC BARRICADE
14 SAWCUT AND REMOVE EXISTING A.C. PAVEMENT
15 GRIND EXISTING A.C. PAVEMENT (MIN. 0.1' THICKNESS) AND OVERLAY (MIN. 0.1' THICKNESS)
16 REMOVE AND REPLACE EXIS111'VG CURB & GUTTER
ESS
CITY OF FONTANA, CALIFORNIA
QRpF /C
S. H'q
CALIFORNIA LANDINGS SPECIFIC
PLAN
DRAWN BY:
TRACT N0. 15655-18
SCALE:ul "-
ul No. 43976 m
* Exp. 6/30/05 *
AE
STREET IMPROVEMENT PLAN
1 -40
DESIGNED BY.
DATE:
AE
RP WAX EARHART AVENUE
DECEMBER, 2003
sgTF CIV 1 \_p�a�P
OF F
ED
WD
13Y.-.8%.
PP , ED B o
DRAWING NO.:
CA L \
SH
35-t
4
CITY ENGINEER R.C.E. 51152
Filename: M:\DWG\19202\STREETS\15655-18-ST02.DWG