HomeMy WebLinkAbout2504-10.tif1380
LEFT
1380
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380
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EXISTING FLS---`
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CONSTRUCTION NOTES:
3�-- CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. N0, 101
4�— CONSTRUCT 8' WIDE CROSS GUTTER PER CITY OF FONTANA STD. NO. 105
�5 -- CONSTRUCT HANDICAP RAMP PER CITY OF FONTANA STD. NO. 104A
0-- CONSTRUCT 4" THICK P. C. C. SIDEWALK, 6' WIDE, PER CITY OF FONTANA STD. NO. 105A
0— CONSTRUCT 6-1/2" A.C. OVER 12" OF 959 COMPACTED NATIVE SOIL. ( SEE GEN. NOTES NO. 6 & 7)
Q__REMOVE EXISTING REDWOOD HEADER AND SAWCUT EDGE OF PAVEMENT WHERE NEW
NEW PAVEMENT BEGINS IF NECESSARY TO MAKE A SMOOTH MATCH,
0—CONSTRUCT 8" AC DIKE AS SHOWN ON DETAIL ON SHEET 1
23 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. NO. 105, MODIFIED WIDTH = 8,
WITH #4 BAR REINFORCING 12" O.C. BOTH DIRECTIONS IN CROSS GUTTER ONLY.
BENCH MARK:
CITY OF FONTANA BENCHMARK
NO. 378, CIRCUIT NO. 67-5,
30D NAIL IN POWER POLE (NO
NUMBER), SOUTHWEST CORNER OF
BEECH & FOOTHILL BLVD., DATE
SEPTEMBER 1967.
ELEVATION 1267.84 0
i
: Tr4)LL FREE
A(0
2 - •13:
T.;'i 0) ;^,'jT1QQ FKIUCc DAYS E�EFOO PR YvU 11,
SEE SHEET 7
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40. 99'
60. 00' 41. 01' 5 ! 5 60.00' 60. 00' 6 74. 00' 113. 00' 60. 97' 13 a o ¢ w
SIDEWALK ¢ `� ~
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23 I 79.94 FL 1 1 3 - — - — —EXISTING FL
79, 57 FL
79. 21 FL
-- EX I ST I NG MEDIAN P. C. C. CURB EXISTING A. C. PAVEMENT 12 FORM A.C. FLOW L I NE
15 N 00' 00' •1 1" W 16 17 18 19
14—.�.—.—.—. —. —.—.—•—•—•—•—•—•—•— —•— —•— —•—•-+-•—• —•—•-I- —•—•—•—•— — —•-I-•—•—•—•—•—•—•—•—•—•-1-•—
BEECH STREET 21
EXISTING A.C. PAVEMENT
FUTURE CURB/GUTTER
BONADIMAN ENGINEERS�IIf:I[C�
CIVIL ENGINEERING CONSULTANTS
ENGINEERING - PLANNING - SURVEYING - C!V/LCADD SOFTWARE SUPPORT
680 S. WATERMAN AVE. SAN BERNARDINO, CA. 92408 - (909) 885-3800
STA. 15+46.03 BEECH STREET
STA. 12+00.27 FREEHARBOR STREET
w %N RWOO J. I�Y�Idq Ql, K1i�VG
�--�' No. C-33768 -
Exp. 6�Gl
s CIVIL `Q
zr.q,#. /d: 200)
CURVE DATA:
CURVE
ARC
TANGENT
NUMBER DELTA RADIUS
LENGTH
LENGTH
89' 57' 59" 35. 00'
54.96'
34. 98'
L=54. 96"
55. 00'
35. 02'
�'
TOP OF A.C. DIKE
T. C.
TOP OF CURB
DATE:
1997
t
APPROVED: �. C� ra�i i- cj?
DRu�i. NO.JUNE
2504
°nrE7,
JUNE 97
CITY ENGINEER RCE 25126 DATE
SH. 10 OF 13
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°° V)
62. 90' 115. 00' 71. 00' 6 60. 00' 60. 00'
SIDEWALK
EXISTING FLS---`
12 0 0
't c*)
N
9 10 11 12 13
N
O
CONSTRUCTION NOTES:
3�-- CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. N0, 101
4�— CONSTRUCT 8' WIDE CROSS GUTTER PER CITY OF FONTANA STD. NO. 105
�5 -- CONSTRUCT HANDICAP RAMP PER CITY OF FONTANA STD. NO. 104A
0-- CONSTRUCT 4" THICK P. C. C. SIDEWALK, 6' WIDE, PER CITY OF FONTANA STD. NO. 105A
0— CONSTRUCT 6-1/2" A.C. OVER 12" OF 959 COMPACTED NATIVE SOIL. ( SEE GEN. NOTES NO. 6 & 7)
Q__REMOVE EXISTING REDWOOD HEADER AND SAWCUT EDGE OF PAVEMENT WHERE NEW
NEW PAVEMENT BEGINS IF NECESSARY TO MAKE A SMOOTH MATCH,
0—CONSTRUCT 8" AC DIKE AS SHOWN ON DETAIL ON SHEET 1
23 CONSTRUCT CROSS GUTTER PER CITY OF FONTANA STD. NO. 105, MODIFIED WIDTH = 8,
WITH #4 BAR REINFORCING 12" O.C. BOTH DIRECTIONS IN CROSS GUTTER ONLY.
BENCH MARK:
CITY OF FONTANA BENCHMARK
NO. 378, CIRCUIT NO. 67-5,
30D NAIL IN POWER POLE (NO
NUMBER), SOUTHWEST CORNER OF
BEECH & FOOTHILL BLVD., DATE
SEPTEMBER 1967.
ELEVATION 1267.84 0
i
: Tr4)LL FREE
A(0
2 - •13:
T.;'i 0) ;^,'jT1QQ FKIUCc DAYS E�EFOO PR YvU 11,
SEE SHEET 7
J
J �
Q
J W (D m m O
Z
Li 0 W � N U L�. 0
tr 00 c`? � s -a F- N p m
Urn DO W I -
m 00 �� + U 00 Y
O z-4 Lij iw- F w
O [)0 OO �
U' ) + u O w W
�O OY
i.- Q O �Q
00 Ld
00 z Lu CL
� �
�Q< 40 39 38 u42 49 t °° �O
Q N Wm Uz
Q �-
40. 99'
60. 00' 41. 01' 5 ! 5 60.00' 60. 00' 6 74. 00' 113. 00' 60. 97' 13 a o ¢ w
SIDEWALK ¢ `� ~
Li <
cn o 2
23 I 79.94 FL 1 1 3 - — - — —EXISTING FL
79, 57 FL
79. 21 FL
-- EX I ST I NG MEDIAN P. C. C. CURB EXISTING A. C. PAVEMENT 12 FORM A.C. FLOW L I NE
15 N 00' 00' •1 1" W 16 17 18 19
14—.�.—.—.—. —. —.—.—•—•—•—•—•—•—•— —•— —•— —•—•-+-•—• —•—•-I- —•—•—•—•— — —•-I-•—•—•—•—•—•—•—•—•—•-1-•—
BEECH STREET 21
EXISTING A.C. PAVEMENT
FUTURE CURB/GUTTER
BONADIMAN ENGINEERS�IIf:I[C�
CIVIL ENGINEERING CONSULTANTS
ENGINEERING - PLANNING - SURVEYING - C!V/LCADD SOFTWARE SUPPORT
680 S. WATERMAN AVE. SAN BERNARDINO, CA. 92408 - (909) 885-3800
STA. 15+46.03 BEECH STREET
STA. 12+00.27 FREEHARBOR STREET
w %N RWOO J. I�Y�Idq Ql, K1i�VG
�--�' No. C-33768 -
Exp. 6�Gl
s CIVIL `Q
zr.q,#. /d: 200)
CURVE DATA:
CURVE
ARC
TANGENT
NUMBER DELTA RADIUS
LENGTH
LENGTH
89' 57' 59" 35. 00'
54.96'
34. 98'
90' 02' 01" 35. 00'
55. 00'
35. 02'
ABBREVIATIONS:
(E. P.) EXISTING EDGE OF PAVEMENT
C/L
CENTERLINE
R/W
RIGHT-OF-WAY
FL
FLOW LINE
(41.10)
EXISTING SURFACE ELEVATION
PL
PROPERTY LINE
A.C.
ASPHALTIC CONCRETE
T. D.
TOP OF A.C. DIKE
T. C.
TOP OF CURB
C I TY OF FONTANA CAL I FORN I A
REVISIONS Engineer Clty
No. Approval Dote: Approval Date:
DESIGNED BY
LLY110,
, QRQFESSjpN�
y' ���`O F2
^ 'LONNY L. �r
, � YOUNG �n
' YD �
a No. C-043216
_
LONNY T60 ' 43216 DATE ,► Exp. 3/31/00
}'L VNP. CIVIL
!II S s�9rF o���P
OF F
xcoli
t EGi h i
BY
DRAWNNJ K
_
STREET PLAN TRACT 14293
BEECH STREET
SCALE:
_ "
, 40
CHECKED BY
BRH
SCALE
DATE:
1997
JOB No.
965023
APPROVED: �. C� ra�i i- cj?
DRu�i. NO.JUNE
2504
°nrE7,
JUNE 97
CITY ENGINEER RCE 25126 DATE
SH. 10 OF 13