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10+00 11+00 12+00 13+00 14+00 15+00 VERT: 1 "= 4' 16+00
CAPSTONE STREET
SEE SHEET 8
A4'
TOLL FREE -"mmmw-1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV. I REVISION DESCRIPTION I ENGR. I DATE I CITY I DATE
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
Prepared For:
LENNAR
980 MONTECITO DRIVE, SUITE 302
CORONA, CA 92879
(951) 817-3545
FAX (951) 817-3650
EET
BASIS OF BEARINGS:
THE SOUTH LINE OF THE NE 1/4 OF SECTION 26, T1N,
R6W, S.B.M. PER RECORD OF SURVEY 88/36-42,
BEING: N 89'37'36" E
BENCHMARK:
CALTRANS BENCHMARK #8-17
BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED
343' N/0 1-210, 0.2 MILES WEST OF SAN SEVAINE RD.
EL=1428.609
mm
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
16866 Seville Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 365-1795
fz,e (o116117
ROBERT K. ALLARD, A.C.E. 85349 DATE
(expires 6/30/2018)
CONSTRUCTION NOTES
(D—CONSTRUCT 5.0" AC PAVEMENT OVER 12" OF 95% COMPACTED
NATIVE SOIL PER SOILS REPORT RECOMMENDATION (SEE GENERAL NOTE 31 d
7O—CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000
8a—CONSTRUCT 8' WIDE CROSS GUTTER PER CITY STD. PLAN NO. 403
9a—CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 106, W=5'
10ONSTRUCT PCC DRIVE APPROACH PER SITY STD. PLAN NO. 1002,
W=16' UNLESS NOTED OTHERWISE
911 DJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN 2000
13 ONSTRUCT ACCESS RAMP PER CITY STD. PLAN NO. 1003
18 ONSTRUCT COBRA HEAD LUMINAIRE LED STREET LIGHT (41 WATT)
SEE PART NO. 10205809 PER CITY STD. 404
!ng
GRAPHIC SCALE
40 0 20 40 80
QRpFESS/ON
Ito �a 0 DRAWN BY:
No. 85349 m DBW/
Exp. 6/30/18 ' DESIGNED BY:
DBW
.1 CIVIC- d��\P CHECKED BY:
OF CALF RKA
(IN FEET)
1 INCH= 40 FT.
160
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
G TRACT N0.18987 SCALE. AS NOTED
CAS Y DATE:
October, 2017
APPR0 BY" . DRAWING NO.: 10
EL
CITY ENGINEER C 51152 % X50 11
CURVE &
LINE TABLE
RADIUS
DELTA
LENGTH
TANGENT BEARING
A
25.00'
91'20'39"
39.86'
25.59' -
B
25.00'
88'39'21"
38.68'
24.42' -
C
112.00'
02'55'38'
5.72'
2.86' -
D
280.00'
11'06'02"
54.25'
27.21' -
E
300.00'
!6-41'59"
87.44'
44.03' -
THE SOUTH LINE OF THE NE 1/4 OF SECTION 26, T1N,
R6W, S.B.M. PER RECORD OF SURVEY 88/36-42,
BEING: N 89'37'36" E
BENCHMARK:
CALTRANS BENCHMARK #8-17
BRASS DISK LOCATED IN S.C.E. TOWER LEG LOCATED
343' N/0 1-210, 0.2 MILES WEST OF SAN SEVAINE RD.
EL=1428.609
mm
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
16866 Seville Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 365-1795
fz,e (o116117
ROBERT K. ALLARD, A.C.E. 85349 DATE
(expires 6/30/2018)
CONSTRUCTION NOTES
(D—CONSTRUCT 5.0" AC PAVEMENT OVER 12" OF 95% COMPACTED
NATIVE SOIL PER SOILS REPORT RECOMMENDATION (SEE GENERAL NOTE 31 d
7O—CONSTRUCT 6" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000
8a—CONSTRUCT 8' WIDE CROSS GUTTER PER CITY STD. PLAN NO. 403
9a—CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 106, W=5'
10ONSTRUCT PCC DRIVE APPROACH PER SITY STD. PLAN NO. 1002,
W=16' UNLESS NOTED OTHERWISE
911 DJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN 2000
13 ONSTRUCT ACCESS RAMP PER CITY STD. PLAN NO. 1003
18 ONSTRUCT COBRA HEAD LUMINAIRE LED STREET LIGHT (41 WATT)
SEE PART NO. 10205809 PER CITY STD. 404
!ng
GRAPHIC SCALE
40 0 20 40 80
QRpFESS/ON
Ito �a 0 DRAWN BY:
No. 85349 m DBW/
Exp. 6/30/18 ' DESIGNED BY:
DBW
.1 CIVIC- d��\P CHECKED BY:
OF CALF RKA
(IN FEET)
1 INCH= 40 FT.
160
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
G TRACT N0.18987 SCALE. AS NOTED
CAS Y DATE:
October, 2017
APPR0 BY" . DRAWING NO.: 10
EL
CITY ENGINEER C 51152 % X50 11