HomeMy WebLinkAbout5842-2in N Q
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RADIUS PER
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MODIF►CATIONS TO FONTANA CITY
"
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STD 1002 COMMERCIAL DRIVEWAY - -- -=
NOT TO SCALE
5
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0 CA
50+00 51+00
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STREET IMPROVEMENT
Ar - m
PROP. EXIST.
COM UCMN NOTES
CURVE TABLE
1
0 10 20 40 60
R/W
R/W
CA
CURVE #
DELTA
RADIUS
LENGTH
TANGENT
34'
0 CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STANDARD PLAN NO. 1000.
13.66'
Cl
5r23'59"
24.95'
25.00'
12'
22'
5'
4' WIDE
DEDICATION
O CONSTRUCT 5.5" AC MIN. OVER 12" 95% COMPACTED NATIVE SUB -GRADE PER CITY STD 400.
SCALE:1 "=20'
SEE GEOTECHNICAL REPORT FOR FINAL RECOMMENDATION.
C2
5718'59"
25.00'
25.01'
13.66'
5'
6.5'
3
3 SAWCUT AND REMOVE EXISTING A.C. PAVEMENT.
C3
90'00'31"
6.00'
9.43'
6.00'
WAS
2 N 4
GRIND EXISTING AC PAVEMENT 0.17' MIN DEPTH AND COLDPLANE OVERLAY 0.17' MIN. THICK AC
S.00'
C4
79'34'21"
6.00'
8.33'
2.0q
JOIN EXIST
PAVEMENT. SEE DETAIL ON SHEET 2
2.073
CONSTRUCT COMMERCIAL DRIVEWAY WITH PARKWAY SIDEWALKS MODIFY PER DETAIL SHEET 2
_
_ �-
(W=40') PER CITY OF FONTANA STD. 1002.
a
7
_
EXIST
D STRU2T COMMERCIAL DRIVEWAY WITH PARKWAY SIDEWALKS (W=30') PER CITY OF FONTANA
O CONSTRUCT
`n
°-
"
18CURB &
10't
GRADE
O CONSTRUCT 5"PCC SIDEWALK PER CITY OF FONTANA STD. PLAN 1006
z
GUTTER
EXIST
N
a
PAVEMENT
o CONSTRUCT PARKWAY DRAIN PER SPPWC STD. PLAN 151-2 (INLET TYPE 11, S=0.0050 PLAN,
$
�
8=4", CA STA. PER PLAN).
TAMARIND
AVENUE
O STREET LIGHT PER CITY OF FONTANA STD. PLAN 404 (SEE STREET LIGHT PLAN)
STA 50+92.38 TO STA 52+93.36
N.T.S.
10 EXISTING POWER POLE TO BE REMOVED AND UNDERGROUND ALL WIRES BY OTHERS
11 PROTECT IN PLACE EXISTING ITEM PER PLAN.
MCN 17-000022
DRP17-000013
BASIS OF BEARINGS: BENCH MARK: A SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT pFE�O a Th`enes Engineering, Inc. CITY OF FONTANA, CALIFORNIA
Q Q� H,q CIWL ENGINEERING • LAND SURVEWNG
THE BASIS OF BEARINGS FOR THIS SURVEY IS CHISELED BOX IN EASTERLY TOP OF CURB �� 14349 R1R£STONE BOULEVARD
THE CALIFORNIA STATE PLANE COORDINATE TAMARIND AVENUE, 60' SOUTH OF TAMARIND COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL ,`�,� ,�,PRD `ST�.F�LG, s~LA M/RADA, CALIFORNIA 90638 STREET IMPROV�M�NT Pt_ANS
SYSTEM (CCS83), ZONE 5, NORTH AMERICAN COURT, 500' SOUTH OF SL0VER A VENUE AS �i 2 PH.(714)521-4811 FAX(714)521-4173
DATUM 198J (NAD83) BASED LOCALLY ON SHOWN ON CITY OF FONTANA STREET o SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, � Lv 1 DRAWN BY: SCALE
CONTINUOUSL Y OPERA TING REFERENCE IMPROVEMENT PLANS P.M. NO. 16264, DWG. yt R.C.E. NO. 56155 r * Prepared Under The Supervision Of : AR OAKMONT TAMARIND As NOTED
STATIONS CORs "EWPP" AND "G1SA" AS NO. 4768. DIAL TWO WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO DESIGNED BY DATE:
( ) Exp. 12-31-20 '10694 TAMARIND AVENUE August 26, 2019
SHOWN HEREON (BASIS OF BEARINGS- BEFORE � DAYOUBDIGRE q � AC 9
Y❑U DIG BRING THEM INTO CONFORMANCE WITH CONDITIONS AND I cj v\\- au Est 2s, 2019 CHECKED BY: BY.
S 82'35'f0.94)0" E ). ALL BEARINGS SHOWN F p e ; e DRAWING NO.: Q
HEREON ARE GRID BEAR/NGS. TOLL F A PUBLIC SERVICE BY UNDERGROUND DSERVICE ALERT STANDARDS IN EFFECT. �F C A��F INHARD STENZEL DATE HIA ��' l
ELEI�i4TlON = 1077.44' REV. REVISION DESCRIPTION DATE ENGR. CITY DATE R.C.E. 56155 - EXP. 12/31/20 CI Y ENGINEER R.C.E. 51152 DA 5842
Last Uodate: 7 31 19
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