HomeMy WebLinkAbout2437-10ISO
U
W
A
SCALE: 1"-50'
0 25 50 100 150
SCALE FEET
401
178 179
VARIABLE
OVERLAY
t
co
4 TYPICAL OVERLAY
STA 172+33 TO STA 178+52
�•�- j
lk. • •
�, ;• FS -
I � r
– _- r_-
Ff(
on
SEE SECTION AT RIGHT
CHERRY AVENUE
BENCHMAW
NGS DESIGNATION -700 23
PID -
LOCATION:
BRASS DISK N TOP OF PCC CURB ON WEST
SIDE OF ETIWMOA AVE., 109 FT. NORTH OF
NORTH RAL A.T.& S.F. MAIN TRACKS, 6.5 FT.
SOUTH OF PP *772720E.
ELEVATION: (NGVD-29) 1124.86
BENCHMARK
NGS DESIGNATION -700 24
DEV9
LOCATION:
BRASS DISK IN TOP OF CENTER NORTH
CONCRETE BRIDGE BEAM, BRIDGE DATED 1916,
1.45 MILE EAST ALONG AJA S.F. RR FROM
ETIWNDA AVE., 10 FT. NORTH OF NORTH
RAIL, 2.8 FT. NORTH OF WOOD HMO RAL,
10 FT. EAST OF WEST BRIDGE ABUTMENT.
ELEVATION= (NGVD-29) 1145.53A.C.E.
PLANS PREPARED UNDER SUPERVISION OF:
LENGTH
ASSOCIATED ENGINEERS
3311 E. SHELBY STREET
ONTARIO, CA 91764
TEL. (909) 980-1982
FAX: ) 941-0891
c��e �_� . �
No. 44120 (EXP. 06-30-97) D AM
Lo�
1
CONSTRUCT AC OVER
001
34.92'
8
N 00
•
MARK
N co
3
CONSTRUCT VARIAM E THICKNESS ASC OVERLAY, 0.10' MIN THICKNESS
CONSTRUCT 8" CRETE CURB Aim GUTTER PER COUNTY
ISO
U
W
A
SCALE: 1"-50'
0 25 50 100 150
SCALE FEET
401
178 179
VARIABLE
OVERLAY
t
co
4 TYPICAL OVERLAY
STA 172+33 TO STA 178+52
�•�- j
lk. • •
�, ;• FS -
I � r
– _- r_-
Ff(
on
SEE SECTION AT RIGHT
CHERRY AVENUE
BENCHMAW
NGS DESIGNATION -700 23
PID -
LOCATION:
BRASS DISK N TOP OF PCC CURB ON WEST
SIDE OF ETIWMOA AVE., 109 FT. NORTH OF
NORTH RAL A.T.& S.F. MAIN TRACKS, 6.5 FT.
SOUTH OF PP *772720E.
ELEVATION: (NGVD-29) 1124.86
BENCHMARK
NGS DESIGNATION -700 24
DEV9
LOCATION:
BRASS DISK IN TOP OF CENTER NORTH
CONCRETE BRIDGE BEAM, BRIDGE DATED 1916,
1.45 MILE EAST ALONG AJA S.F. RR FROM
ETIWNDA AVE., 10 FT. NORTH OF NORTH
RAIL, 2.8 FT. NORTH OF WOOD HMO RAL,
10 FT. EAST OF WEST BRIDGE ABUTMENT.
ELEVATION= (NGVD-29) 1145.53A.C.E.
PLANS PREPARED UNDER SUPERVISION OF:
LENGTH
ASSOCIATED ENGINEERS
3311 E. SHELBY STREET
ONTARIO, CA 91764
TEL. (909) 980-1982
FAX: ) 941-0891
c��e �_� . �
No. 44120 (EXP. 06-30-97) D AM
Lo�
1
CONSTRUCT AC OVER
U
W
A
SCALE: 1"-50'
0 25 50 100 150
SCALE FEET
401
178 179
VARIABLE
OVERLAY
t
co
4 TYPICAL OVERLAY
STA 172+33 TO STA 178+52
�•�- j
lk. • •
�, ;• FS -
I � r
– _- r_-
Ff(
on
SEE SECTION AT RIGHT
CHERRY AVENUE
BENCHMAW
NGS DESIGNATION -700 23
PID -
LOCATION:
BRASS DISK N TOP OF PCC CURB ON WEST
SIDE OF ETIWMOA AVE., 109 FT. NORTH OF
NORTH RAL A.T.& S.F. MAIN TRACKS, 6.5 FT.
SOUTH OF PP *772720E.
ELEVATION: (NGVD-29) 1124.86
BENCHMARK
NGS DESIGNATION -700 24
DEV9
LOCATION:
BRASS DISK IN TOP OF CENTER NORTH
CONCRETE BRIDGE BEAM, BRIDGE DATED 1916,
1.45 MILE EAST ALONG AJA S.F. RR FROM
ETIWNDA AVE., 10 FT. NORTH OF NORTH
RAIL, 2.8 FT. NORTH OF WOOD HMO RAL,
10 FT. EAST OF WEST BRIDGE ABUTMENT.
ELEVATION= (NGVD-29) 1145.53A.C.E.
PLANS PREPARED UNDER SUPERVISION OF:
LENGTH
ASSOCIATED ENGINEERS
3311 E. SHELBY STREET
ONTARIO, CA 91764
TEL. (909) 980-1982
FAX: ) 941-0891
c��e �_� . �
No. 44120 (EXP. 06-30-97) D AM
Lo�
1
CONSTRUCT AC OVER
001
34.92'
8
N 00
2
MARK
T �KSS
OVERLAY
186♦48.65 CHERRY AVENUE
t WHITTRAM AVENUE
No. 441l� 7O '
Exp. Qs-ao-n
CONSTRUCTION
NOTES
INDICATES ITEM NOT USED ON THIS SHEET
d' N
40
LENGTH
TANGENT
Lo�
1
CONSTRUCT AC OVER
001
34.92'
8
N 00
2
REMOVE EXISTING AC PAVIIMti
N co
3
CONSTRUCT VARIAM E THICKNESS ASC OVERLAY, 0.10' MIN THICKNESS
CONSTRUCT 8" CRETE CURB Aim GUTTER PER COUNTY
`:J
,OF SAN BERNARDINO STD DWG 115
;S
'CONSTRUCT S" CONCRETE MEDIAN CURB PER "A STD
f
120-0. At d, SE DETAIL ON SHEET 11
O
CONSTRUCT CONCRETE CROSS GUTTER PER COUNTY OF.
SAN BERNARDINO STD DWG 119
NOT USED
8�CONSTRUCT
TYPE "C" 10' SIDEWALK PER COUNTY OF
SAN BERNARDINO STD DWG 109
O
CONSTRUCT SIDEWALK RAMP PER COUNTY OF
O'
SAN BERNARDINO STD DWG MA
REMOVE EXISTING PCC CURB
'
CONSTRUCT CURB OUTLET STRUCTURE PER COUNTY STD
210 (TYPE 2 INLET, S-41
CONSTRUCT LOCAL DEPRESSION PER COUNTY STD 203
"A"
CONSTRUCT CATCH BASIN, TYPE PER COUNTY STD
206 (X-4', V-41
CONSTRUCT PCG DRIVEWAY PER COUNTY STD 128
("W" AS NOTED)
REMOVE EXISTING TREE/SHRUB AS REQUIRED FOR NEW
16
CONSTRUCTION
ADJUST MANHOLE FRAME MID COVER TO GRADE
RELOCATE EXISTING MALBOX AS REQUIRED TO CLEAR NEW
CONSTRUCTION
I
CURVE DATA
DELTA
RADIUS
LENGTH
TANGENT
A
199.51'52"
35.00'
54.90'
34.92'
8
90.00'00"
35.00'
55.63'
35.00'
rF OF CA��
SEE SHEETS " AIS 12 FOR
DE TAILS AND TYPICAL SECTIONS
REVISIONS COUNTY OF SMI BERNARDINO OFF-SITE W.O. NO.
ROAD DEPARTMENT
STREET II61PROVEMENT PLANS
ED
DESIGNED BY DRAWN BY CKLM ROAD NO.
CO/ROT APPROVED BY CHERRY AVENUE IMPROVEMENTS 228150
STA 171.50.00 TO STA 178•61.93 LIMITS
RECOMMENDED/APPROVED BY C.D.E. ASST. COUNTY DATE FOR 88-112
THE CALIFORNIA SPEEDWAY SHEET of
tc...- ��I _ FONTANA., CALIFORNIA 10 12
MPR D ATE - DA C — DQE
FILE: I:\94040\dgn\street\cherry\strpl0.sht
DATE: 30 -Jul -96 14:54 074-37