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TOLL FREE _qqMwww'1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
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CITY DWG. NO
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PLAN
CONSTRUCT MODIFIED CURB ACCESS RAMP PER CITY STD. PLAN NO. 1003
CONSTRUCT PCC DRIVE APPROACH PER CITY STD. PLAN NO. 1002, W=16'
SAW CUT AND REMOVE EXISTING CONCRETE
INSTALL 9500 LUMEN HPSV (100 WATT, / 10) LUMINAIRE PER CITY STD. PLAN NO. 404
ADJUST WATER VALVE BOX TO GRADE PER CITY STD. PLAN NO. 6000
CONSTRUCT 6" GUNITE SWALE PER DETAIL HERE ON
ADJUST MANHOLE FRAME do COVER TO GRADE PER CITY STD. PLAN NO. 2000
SAWCUT do REMOVE EXISTING AC PAVEMENT TO A CLEAN STRAIGHT LINE (1' MIN.)
GRIND EXISTING PAVEMENT AND OVERLAY FOR SMOOTH TRANSITION AS SHOWN ON SHEET 1
ADJUST W1,71? VALVE BOX TO GRADE PER CITY STD. PLAN NO. 6000
REVISION DESCRIPTION
DATE I ENGR.I CITY 1 DATE
PAINE STREET
SEE a'r on+c Na
INDICATES PROPOSED A.C. PAVEMENT
INDICATES REMOVE EXISTING A.C. PAVEMENT
INDICATES OVERLAY EXISTING A.C. PAVEMENT
® REMOVE EXISTING CONCRETE
SHOULD CONSTRUCTION OF REQUIRED
LWOVEMENTS NOT COMMENCE WRFIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
M;ENT MANNER, THE CITY ENGINEER MAY
REQ(ME REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORIWANCc WITH
CONDITIONS AND STANDARDS IN +FECT
BASIS OF BEARING
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
ORIGINAL BENCHMARK (SINCE DESTROYED)
CITY OF FONTANA BENCHMARK NO. 361 RAILROAD
PREPARED FOR: SPIKE IN NORTH FACE OF POWER POLE
NO. 1536697E AT THE S.W. NER OF
LENNAR HOMES AVENUE AND BASELINE VENUE REELEVATION: U 13A65.01
980 MONTECITO DRIVE, SUITE 302 SITE BENCHMARK
CORONA, 92879 SAN BERNARDINO COUNTY BENCHMARK NO. 7-15
(951) 81717 —3545 "1970" BRASS CAP IN CONCRETE ABUTMENT, LOCATEED
FAX (951) 817-3650 34' NORTH OF CENTERLINE OF FOOTHILL BLVD.
AND 131' WEST OF CENTERLINE OF LIME AVENUE.
AQMW aEVATK)k
(IN FEET)
I M = 40 FL
Prepared By:
ALLARD ENGINEERING
SECTION A
SCALE. 1 0 = 4'
Civil Engineering - Land Surveying - Land Planning
16866 Seville Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 434-1820
S Ocap-S q -1(0-103
Raymond J. Allard, A.C.E. 36052 Date
(expires 6/30/2014)
k�4 %--.,
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S_
EXISTING VALUE
PROTECT IN PLACE
URB FACE
FLOW LINE
Q 2FESS/pN
DRAWN BY.
No. 36052�? RRA/HMG
°G Exp. 6/30/14 DESIGNED BY.
RRA
C 1 1 \' P CHECKED BY.
CA��F RJA
� 6' GUNITE SWALE DETAIL
�013y
EXIST
CURVE & UNE TABLE
CONCRETE APRON
RADIUS
DELTA
LENGTH
TANGENT BEARING
A
666.68'
934'1,C
111.36'
55.81'
B
38.00'
205'25'41'
136.25'
C
50.00'
N25'2430wE
D
112.00'
25'31'54"
49.91'
25.38'
E
30.00'
9(700'00"
47.12'
30.00'
F
30.00'
9(700'0("
47.12 1
30.00'
TOLL FREE _qqMwww'1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
CITY DWG. NO
.__. • -- ••••• • — ...,, v..+. , ^rw, nv. ivvv, .IR/In R IIrG AJ Z)rFvwm Vlr
PLAN
CONSTRUCT MODIFIED CURB ACCESS RAMP PER CITY STD. PLAN NO. 1003
CONSTRUCT PCC DRIVE APPROACH PER CITY STD. PLAN NO. 1002, W=16'
SAW CUT AND REMOVE EXISTING CONCRETE
INSTALL 9500 LUMEN HPSV (100 WATT, / 10) LUMINAIRE PER CITY STD. PLAN NO. 404
ADJUST WATER VALVE BOX TO GRADE PER CITY STD. PLAN NO. 6000
CONSTRUCT 6" GUNITE SWALE PER DETAIL HERE ON
ADJUST MANHOLE FRAME do COVER TO GRADE PER CITY STD. PLAN NO. 2000
SAWCUT do REMOVE EXISTING AC PAVEMENT TO A CLEAN STRAIGHT LINE (1' MIN.)
GRIND EXISTING PAVEMENT AND OVERLAY FOR SMOOTH TRANSITION AS SHOWN ON SHEET 1
ADJUST W1,71? VALVE BOX TO GRADE PER CITY STD. PLAN NO. 6000
REVISION DESCRIPTION
DATE I ENGR.I CITY 1 DATE
PAINE STREET
SEE a'r on+c Na
INDICATES PROPOSED A.C. PAVEMENT
INDICATES REMOVE EXISTING A.C. PAVEMENT
INDICATES OVERLAY EXISTING A.C. PAVEMENT
® REMOVE EXISTING CONCRETE
SHOULD CONSTRUCTION OF REQUIRED
LWOVEMENTS NOT COMMENCE WRFIN
TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A
M;ENT MANNER, THE CITY ENGINEER MAY
REQ(ME REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORIWANCc WITH
CONDITIONS AND STANDARDS IN +FECT
BASIS OF BEARING
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
ORIGINAL BENCHMARK (SINCE DESTROYED)
CITY OF FONTANA BENCHMARK NO. 361 RAILROAD
PREPARED FOR: SPIKE IN NORTH FACE OF POWER POLE
NO. 1536697E AT THE S.W. NER OF
LENNAR HOMES AVENUE AND BASELINE VENUE REELEVATION: U 13A65.01
980 MONTECITO DRIVE, SUITE 302 SITE BENCHMARK
CORONA, 92879 SAN BERNARDINO COUNTY BENCHMARK NO. 7-15
(951) 81717 —3545 "1970" BRASS CAP IN CONCRETE ABUTMENT, LOCATEED
FAX (951) 817-3650 34' NORTH OF CENTERLINE OF FOOTHILL BLVD.
AND 131' WEST OF CENTERLINE OF LIME AVENUE.
AQMW aEVATK)k
(IN FEET)
I M = 40 FL
Prepared By:
ALLARD ENGINEERING
SECTION A
SCALE. 1 0 = 4'
Civil Engineering - Land Surveying - Land Planning
16866 Seville Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 434-1820
S Ocap-S q -1(0-103
Raymond J. Allard, A.C.E. 36052 Date
(expires 6/30/2014)
k�4 %--.,
��z
S_
EXISTING VALUE
PROTECT IN PLACE
URB FACE
FLOW LINE
Q 2FESS/pN
DRAWN BY.
No. 36052�? RRA/HMG
°G Exp. 6/30/14 DESIGNED BY.
RRA
C 1 1 \' P CHECKED BY.
CA��F RJA
� 6' GUNITE SWALE DETAIL
�013y
EXIST
Ao
CONCRETE APRON
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T
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W
10
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REMOVEISTiNG
CONCRET�
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SAW'CUT LINE
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CITY OF FONTANA, CALIFORNIA
OFFSITE STREET IMPROVEMENT PLAN °
x
TRACT N0.17885 SCALE:
LIME AVENUE AS NOTED
DATE: LO
FOOTHILL BLVD: TqW NORTH OF FOOTM KVQ. September, 2013
DRAWING NO.: 2 E
DATE.
CITY ENGINEER R.C.E. 51152 5023 6 1-