HomeMy WebLinkAbout3366-8Q
27+78.14 BEECH AVE.=
2+88.22 CARNATION STREET
EXIST BLOCK WALL
EXIST SIDEWALK
EXIST CURB & GUTTER
EXIST STREET LIGHT
PROTECT IN PLACE `
CORNER DETAIL "A"
NTS
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AAMMAMAMAMMAVM
DIAL_ TWO WORKING
Q
BEFORE DAYS BEFORE
YOU DIG YOU DIG
o TOLL FREE 1-800-227-2600
REVISION DESCRIPTION
o A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
n.
F U I URL RFT
DATE I ENGR.I CITY I DATE
w1j],
SAWCUT AND —/
REMOVE EXISTING
AC PAVEMENT
,--- ISHOULD . I .. tNOT C031MCE
.--- L; DATE . ..,,
,_--SHOWN i I I
DIUGENT MANWAL 77M CITY ENGINEER MAY
REQUIRE REVISIONS TO 770 PLANS TO
! I I '
STANDARDSOAMITION
r
— i
GRIND EXIST.
A.C. PAVEMENT
EXISTING (MIN. 0.1' THICKNESS)
4.C. PAVEMENT AND OVERLAY
(MIN. 0.1' THICKNESS)
N.T.S.
PREPARED /FOR:
NG HOM, YOI
10370 Trademark Street
Rancho Cucamonga, Ca. 91730
(909) 477-6715
Fax (909) 477-6725
PROFILE
HORM 1 — 4r L
VERT: I*—,r 3 6+019 35+09 �Q- 36+00
SS+00
0
cc BASELINE AVENUE
SEE Crff OF FOMMA
W DWQ NO. SM
L
BENCHMARK NO. 361.
RAILROAD SPIKE IN NORTH FACE OF POWER POLE
NO. 1536697E AT THE SOUTHWEST CORNER OF
BASELINE AVENUE AND SULTANA AVENUE.
ELEVATION: 1365.009
Prepared By:
ALLARD ENGINEERING
�Civil Engineering - Land Surveying - Land Planning A; 8253 Sierra Avenue
Fontana, California 92335
(909) 356-1815 Fax (909) 356-1795
David S. Hammer, R.C.E. 43976 Date
(expires 6/30/2005)
11\ERVI DWVVGLV 11N01LV1300-63 VVI\V
P. .
1 40 it
( IN FEET )
1 INCH = 40 FT.
PROPOSED CURB & GUTTER
PER DWG 3063 CONSTRUCTION NOTES
CONSTRUCT CONCRETE CROSS GUTTER PER CITY STD. DWG. NO. 104
(MODIFIED 8' WIDE)
PROPOSED
SIDEWALK O6 — CONSTRUCT 4" PCC SIDEWALK PER CITY STD. DWG. NO. 1015
PER -DWG 3063 Q — CONSTRUCT STANDARD CURB ACCESS RAMP PER CITY STD. DWG. NO. 1006
O9 — REMOVE EXISTING TRAFFIC BARRICADE
-, 12 CONSTRUCT 8" PCC CURB AND GUTTER PER CITY STD. DWG. NO. 100
A
13 SAWCUT EXISTING AC PAVEMENT AND REMOVE TO CLEAN STRAIGHT LIN
11F PER DETAIL "B" HEREON
14 GRIND EXISTING A.C. PAVEMENT (MIN. 0.1' THICKNESS) PER DETAIL "B" HE EON
15 CONSTRUCT BUS BAY TURN OUT PER CITY STD. DWG. NO. 1014
CN
16 CONSTRUCT 6.5" AC PAVEMENT (MIN.) OVER 12" OF 95% COMPACTED NATIVE
(SEE GENERAL NOTES 31 AND 32)
19 INSTALL 22000 LUMEN HPSV STREET LIGHT (200 WATT; #20) ON 30 FI
MARBELITE POLE OR APPROVED EQUAL. PER CITY STD. DWG 1 1016
20 INSTALL 4" & 6" PVC–SCH. 40 (WHITE) PIPE SLEEVES WITH END CAP
EXISTING STORM DRAIN PER DWG 3050
36+39.31 BEECHAVE.="
131+66.55 BASELINE AVE.
TRACT N0. 16403 CURVE/LINE DATA TABLE
(1361.35 FS)
EXIST DBL 10'x8' RCB
PER DWG NO. 3050
Q ,OFESS,C CITY OF FO TATA , CALIFORNIA
STREET IMPROVEMENT L S
rnDRAWN AE: TRACT 0, 1 SCALE: 1 "=40'
W No. 43976 r,,
Exp. 6/30/05 DESIGNED BY.DATE.
* * AE EEC 'AVENUEJUNE, 2003
s9T4t:'
C i CHECKED : AP OVER BY ,% DRAWING NO.:
CF CALIF SH � Ig •O
CITY ENGINEER R.C.E. 51152 1 33 lei
Filename: M:\15908\street\16403\16403—ST08.DWG
0 BEARING
RADIUS
LENGTH
TANGENT
A 90'21'45"
35.00'
55.20'
35.22'
B 89'38'15"
35.00'
54.76'
34.78'
C 22'37' 12"
1 65.00'
25.66'
1 13.00'
D 22-37'12"
1 65.00'
25.66'
1 13.00'
Q ,OFESS,C CITY OF FO TATA , CALIFORNIA
STREET IMPROVEMENT L S
rnDRAWN AE: TRACT 0, 1 SCALE: 1 "=40'
W No. 43976 r,,
Exp. 6/30/05 DESIGNED BY.DATE.
* * AE EEC 'AVENUEJUNE, 2003
s9T4t:'
C i CHECKED : AP OVER BY ,% DRAWING NO.:
CF CALIF SH � Ig •O
CITY ENGINEER R.C.E. 51152 1 33 lei
Filename: M:\15908\street\16403\16403—ST08.DWG