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TOLL FREE 'amm"1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
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
BASIS OF BEARINGS:
THE SOUTH LINE OF THE NE 1/4 OF SECTION 26, T1 N,
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
T
!7-4
09'43'21 "
165.28'
82.84' —
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REDSTONE WAY
SEE SHEET 5
De � �I.OA r, 11 IS
mo*~� ]0i ;N
TOLL FREE 'amm"1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
REV.
REVISION DESCRIPTION
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
BASIS OF BEARINGS:
THE SOUTH LINE OF THE NE 1/4 OF SECTION 26, T1 N,
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
T
974.00'
09'43'21 "
165.28'
82.84' —
U
112.00'
01'51'17" 1
3.63'
1.81' —
mm
Prepared By:
ALLARD ENGINEERING
Civil Engineering - Land Surveying - Land Planning
16866 Seville Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 365-1795
f&dt vzzzz_, — a 0
ROBERT K. ALLARD, A.C.E. 85349 DATE
(expires 6/30/2018)
Q�pFESS/C�
DRAWN BY:
No. 85349 m DBW�
Exp. 6/30/18 DESIGNED BY:
DBW
��qTF CIVIL`P CHECKED BY:
OP CAU\F RKA
TION NOTES
5.0" AC PAVEMENT OVER 12" OF 95% COMPACTED
PER SOILS REPORT RECOMMENDATION (SEE GENERAL NOTE 31
6" PCC CURB & GUTTER PER CITY STD. PLAN NO. 1000
8' WIDE CROSS GUTTER PER CITY STD. PLAN NO. 403
4" PCC SIDEWALK PER CITY STD. PLAN NO. 106, W=5'
PCC DRIVE APPROACH PER SITY STD. PLAN NO. 1002,
:SS NOTED OTHERWISE
HOLE FRAME & COVER TO GRADE PER CITY STD. PLAN 2000
ACCESS RAMP PER CITY STD. PLAN NO. 1003
COBRA HEAD LUMINAIRE LED STREET LIGHT (41 WATT)
0. 10205809 PER CITY STD. 404
A
1,L
71
GRAPHIC SCALE
40 80 160
(IN FEET)
1 INCH = 40 FT.
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS
G TRACT NO. 18987 SCALE: AS NOTED
CAPSTONE STREET DATE:
October, 2017
APP D DRAWING NO.: 8
DATE: 5650
CI ENGINEERR.C.E. 51152 11