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TOLL FREE —800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
CROWN TRANSITION
SUGAR CANE LANE
SEE SHEET NO.3
N PEPPER AVENUE
LEGEND.
INDICATES PROPOSED A.C. PAVEMENT
NOTE:
DRIVEWAY LOCATIONS SHOWN HEREON ARE
APROXIMATE. FINAL DRIVEWAY LOCATIONS
AND DIMENSIONS SHOULD BE TAKEN FROM
THE APPROVED PRECISE GRADING PLAN
FOR THIS TRACT.
=�i - -- - REVISION DESCRIPTION ====
= EMMMM
= EMMMM
= M =====
= M --- =====
=
= =====
= ====
'30" 1 1_..__
16 1 4
_L,
I
SHOULD CONSTRUCTION OF 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
CONDITIONS AND STANDARDS IN EFFECT
ML
CL
CL
W
CL
n
O Va
Mc-
�jC
V-
Lq4
N
+-9 �
.,/ 86.7,
86.69 FS
CASE "C ; W=14;11-4�4',IY
c'AT(w urim 67 mmn
USE STRUCTURE DATA FROM 14'
NOT TO SCALE
\ �~
o*'��\
CASE V. W--18',V-ct ' *?
CATCH BASIN #1 DETAIL
USE STRUCTURE DATA FROM 21'
NOT TO SCALE GRAPHIC SCALE
40 0 20 40 80 160
(IN FST)
1 NVCtEI a 40 FT.
BASIS OF BEARINGS:
BASIS OF BEARINGS: TAKEN FROM THE CENTERLINE OF LIME AVENUE AS SHOWN
ON TRACT NO. 16271-1, M.B. 297/15-18. BEING N 00-01'12" W
PREPARED FOR:
PJRJ LIME INVESTMENTS, LLC
10370 TRADEMARK STREET
RANCHO CUCAMONGA,
CALIFORNIA 91730
(909) 291-7600
FAX (909) 291-7630
ORIGINAL BENCHMARK (SINCE DESTROYED)
CITY OF FONTANA BENCHMARK NO. 361 RAILROAD
SPIKE IN NORTH FACE OF POWER POLE
7
N0. 1536697E AT THE S.W. CORNER OF SULTANA
AVENUE AND BASELINE AVENUE. ELEVATION: 1365.01
SITE BENCHMARK
SAN BERNARDINO COUNTY BENCHMARK NO. 7-15
"1970" BRASS CAP IN CONCRETE ABUTMENT, LOCATEED
34' NORTH OF CENTERLINE OF FOOTHILL BLVD.
AND 131' WEST OF CENTERLINE OF LIME AVENUE.
ADJUSTED E"ATi01tt 118563
SEE LEFT
I NO► Ate► I nrnnrn A ► Nr► a Ir
B' SEWER PER CITY DWG. N0. 4941 J
PARSL�
CONSTRUCTION NOTNUES
LEAF P
CE
LU
PROPOSED R/W
SULTANA AVENUE
SEE C17Y DWG, N0.4943
I
CURVE & LINE TABLE
8
CONSTRUCT CATCH BASIN PER CITY STD. PLAN NO. 3004 (WIDTH AS SHOWN ON DETAIL)
0
RADIUS
DELTA
LENGTH
TANGENT
BEARING
A
25.00'
(7 ' 0"
39.27'
25.00'
CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD.
B
43.00'
21720'0 1"
159.35'
CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1006,
W=6'
C
ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN 2000
6
50.00'
W=16' UNLESS NOTED
S 5744'29" E
D
107.00'
3 0'01"
60.38'
31.02'
E
112.00'
10'00'00"
19.55'
9.80'
F
42.71'
N 79'55'30" E
G
58.00'
110'00'00"
111.35'
82.83'
H
42.71'
N 09055'30" E
1
112.00'
10'0 ' 0"
19.55'
9.80'
1
—
K
43.00' 1
90'00'00"
67.54'
43.00'
—
TOLL FREE —800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
CROWN TRANSITION
SUGAR CANE LANE
SEE SHEET NO.3
N PEPPER AVENUE
LEGEND.
INDICATES PROPOSED A.C. PAVEMENT
NOTE:
DRIVEWAY LOCATIONS SHOWN HEREON ARE
APROXIMATE. FINAL DRIVEWAY LOCATIONS
AND DIMENSIONS SHOULD BE TAKEN FROM
THE APPROVED PRECISE GRADING PLAN
FOR THIS TRACT.
=�i - -- - REVISION DESCRIPTION ====
= EMMMM
= EMMMM
= M =====
= M --- =====
=
= =====
= ====
'30" 1 1_..__
16 1 4
_L,
I
SHOULD CONSTRUCTION OF 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
CONDITIONS AND STANDARDS IN EFFECT
ML
CL
CL
W
CL
n
O Va
Mc-
�jC
V-
Lq4
N
+-9 �
.,/ 86.7,
86.69 FS
CASE "C ; W=14;11-4�4',IY
c'AT(w urim 67 mmn
USE STRUCTURE DATA FROM 14'
NOT TO SCALE
\ �~
o*'��\
CASE V. W--18',V-ct ' *?
CATCH BASIN #1 DETAIL
USE STRUCTURE DATA FROM 21'
NOT TO SCALE GRAPHIC SCALE
40 0 20 40 80 160
(IN FST)
1 NVCtEI a 40 FT.
BASIS OF BEARINGS:
BASIS OF BEARINGS: TAKEN FROM THE CENTERLINE OF LIME AVENUE AS SHOWN
ON TRACT NO. 16271-1, M.B. 297/15-18. BEING N 00-01'12" W
PREPARED FOR:
PJRJ LIME INVESTMENTS, LLC
10370 TRADEMARK STREET
RANCHO CUCAMONGA,
CALIFORNIA 91730
(909) 291-7600
FAX (909) 291-7630
ORIGINAL BENCHMARK (SINCE DESTROYED)
CITY OF FONTANA BENCHMARK NO. 361 RAILROAD
SPIKE IN NORTH FACE OF POWER POLE
7
N0. 1536697E AT THE S.W. CORNER OF SULTANA
AVENUE AND BASELINE AVENUE. ELEVATION: 1365.01
SITE BENCHMARK
SAN BERNARDINO COUNTY BENCHMARK NO. 7-15
"1970" BRASS CAP IN CONCRETE ABUTMENT, LOCATEED
34' NORTH OF CENTERLINE OF FOOTHILL BLVD.
AND 131' WEST OF CENTERLINE OF LIME AVENUE.
ADJUSTED E"ATi01tt 118563
SEE LEFT
I NO► Ate► I nrnnrn A ► Nr► a Ir
B' SEWER PER CITY DWG. N0. 4941 J
PARSL�
CONSTRUCTION NOTNUES
LEAF P
CE
LU
PROPOSED R/W
SULTANA AVENUE
SEE C17Y DWG, N0.4943
I
CONSTRUCT 4" AC PAVEMENT MIN) OVER 12" OF 95% COMPACTED NATIVE SOIL
8
CONSTRUCT CATCH BASIN PER CITY STD. PLAN NO. 3004 (WIDTH AS SHOWN ON DETAIL)
(SEE GENERAL NOTE 31 & 32 PER SOILS REPORT
9
INSTALL 5800 LUMEN HPSV (70 WATT; 17) LUMINAIRE PER CITY STD. PLAN NO. 404
2
CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. PLAN NO.
1000
10
INSTALL STOP SIGN PER CITY STD. PLAN NO. 4003
3
CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD.
PLAN NO. 403, W=8'
11
INSTALL STREET SIGN PER CITY STD. PLAN NO. 4003
4
CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1006,
W=6'
12
ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN 2000
6
CONSTRUCT PCC DRIVE APPROACH PER CITY STD. PLAN NO. 1001,
W=16' UNLESS NOTED
13
REMOVE STANDARD BARRICADE PER CITY STD. PLAN N0. 4000
OTHERWISE
7a—
CONSTRUCT LOCAL DEPRESSION PER CITY STD. PLAN NO. 3003
(AS SHOWN ON CASE "C" DETAIL)
14
CONSTRUCT CURB ACCESS RAMP PER CITY STD. PLAN NO. 1003
Prepared By:
ALLARD ENGINEERING
- ..
I —
... ::::::::::::::::::::
::: :::::::::::::::--, ::
Civil Engineering - Land Surveying - Land Planning
........................................... 8253 Sierra Avenue
................................................. _.....
Fontana, California 92335
V 7
Ls
(909) 356-18 Fax (909) 434-1820
• t
aymond J. Allard, R.C.E. 36052 Date
(expires 6/30/2012)
QRpFESS/ ON
IVJ.J. q 4 q�
— �- � �' DRAWN BY:
No. 36052 m BKA
e Exp. 6/30/12 � DESIGN4EBD BY:
CITY OF FONTANA CALIFORNIA
STREET IMPROVEMENT PLAN
TRACT N0.18676 SCALE:
LEMON PEPPER AVENUE AND DATE: AS NOTED
P LEAF PLACE MAY, 2012
CHECKED BY. DRAWING NO.:
-y OF CAS �F" RJA DATE: �" 7'
CITY ENGINEER R.C.E. 51152 4941 3
Filename: 1:\15947 Young Homes Lime I and II\Lime 11 Tr. 18676\DWG's\FINAL DESIGN\ streets\ Phase 2\ 18676—ST02.dwg