HomeMy WebLinkAbout5093-10I
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NS SHOWN HEREON ARE
y! I.IM.: ii DRIVEWAY
.+ LOCATIONS
DIMENSIONS SHOULD
BE TAKEN
THE APPROVED PRECISE GRADING PLAN
FOR THIS TRACT.
! i •
PREPARED FOR:
LENNAR
980 MON7ECIT0 DRIVE, SUITE 302
CORONA, CA 92879
(951) 817-3545
FAX (951) 817-3650
";;
BASIS
.I
M
■ i i;
! BASED
r
SUMMITOF AVENUE RECORD
RECORDED
BEING:
r
1.
B'
BRASS
!
i
CAP
CONCRETE BASE
LEG OF
AN
TOWER 343'
M HIGHLAND,
0.2 MI WEST OF SAN SEVAINE RD., 2.65 MI W
.
` SIERRA
ii.. AVE.
ELEVATION:"*
(D—CONSTRUCT 4 AC PAVEMENT (MIN) & 4 CLASS 2 BASE OVER 95X COMPACTED NA77VE SOIL
(SEE GENERAL NOTE 31 & 32) PER SOILS REPORT
(D—CONSTRUCT r PCC CURB & GUTTER PER CITY .
PLAN NO. 1000(D—CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. PLAN NO. 4031 W=Bt
CONSTRUCT PCC DRIVE APPROACH PER CITY STD. PLAN NO. 100 1 j W= y
UNLESS NOTED OTHERWISE
INSTALL 5800 LUMEN HPSV` (70 WATT; 17) LUMINAIRE PER CITY STD. PLAN NO. 404
INSTALL STREET SIGN PER CITY STD. PLAN NO. 4003
ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. PLAN 2000
CONSTRUCT CURB ACCESS RAMP PER CITY « PLAN NO.
1003I I CONSTRUCT PCC CURB & GUTTER PER CITY STD. PLAN
1000
.
14 CONSTRUCT POO SIDEWALK PER CITY « PLAN NO. r
INSTALL 16000 LUMEN HPSV` (150 WATT; 115) LUMINAIRE PER CITY PLAN .
404CONSTRUCT a
AC PAVEMENT (MIN) & Er CLASS 2 BASE OVER 95% COMPACTED NATIVE SOIL
(SEE GENERAL NOTE 31 & 32) PER SOILS REPORT
CONSTRUCT Ir ASPHALT CONCRETE DIKE PER CITY STD. PLAN NO. 1007
♦ LINE TABLE
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PreALLARpared By:
ENGINEERIN-t
Civil - -
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16866 SevilleAvenue
Fontana, California 92335
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356-1815 Fax
356-1795 i
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e
Wald R. Allard,R.C.E.
(expires 3/31/2016)
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DRAWN BY.-
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708 #., !;
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Exp.
Fl I � Ili
• .. + DESIGNED
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*,;
BWCHECKED !
RRA
GUMIC SME
20 40 80 160
STREET IMPROVEMENT PLAN
TRACT NO. 17165 SCALE: AS NOTED
AVENUECYPRESS
DATE:
March, 2014
...
DRAWING NO.:
�5093_
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Filename: I; ract 17165 30acs\ DWG's\ FINAL DESIGN\