HomeMy WebLinkAbout3007-4CONSTRUCTION NOTES 0
1. CONSTRUCT 200mm CURB AND GUTTER PER CALTRANS
STANDARD A87 TYPE A2-200, PER DETAIL "A"
2. CONSTRUCT 165mm A.C. OVER 305mm COMPACTED NATIVE
MATERIAL (95X)
3. CONSTRUCT 1.83mm SIDEWALK PER CITY STANDARD 1015
4. PROVIDE HEADER CUT. CONSTRUCT A.C. OVERLAY
A MINIMUM OF 002 mm THICK AT EXISTING EDGE OF
PAVEMENT AND FEATHER FOR THIRTEEN FEET
5. REMOVE EXISTING POWER POLE
6. REMOVE EXISTING PALM TREES
7. REMOVE EXISTING CURB/DIKE AND SIDEWALK AND SAW CUT
.61 METERS MINIMUM FROM EXISTING EDGE OF PAVEMENT
8. RELOCATE EXISTING UTILITIES
9. CONSTRUCT 305mm RCP CULVERT, D=1000 AND CONNECT TO
EXISTING GRATED INLET STRUCTURE
10. CONSTRUCT DRIVEWAY PER CITY STANDARD 102C, WIDTH
AS SHOWN ON PLAN
11. CONSTRUCT UNDER SIDEWALK DISCHARGE STRUCTURE
PER CITY STANDARD 124-A, SIZE 5
12. CONSTRUCT CURB INLET STRUCTURE PER CITY STANDARD
121. TO BE CONSTRUCTED DURING ON-SITE GRADING
13. CONSTRUCT BUS BAY PER CITY STANDARD 1014
14. CONSTRUCT HANDICAP RAMP PER CITY STANDARD 1006
15. SAW CUT AND REMOVE AC AS SHOWN
16. PROTECT EXISTING STRUCTURE IN PLACE
17. SAW CUT EXISTING SIDEWALK AND JOIN WITH PROPOSED
SIDEWALK
18. INSTALL STREET LIGHT PER CITY STANDARD 1016, 22,000
LUMEN, 200 WATT # 20
19. INSTALL FIRE HYDRANT
20. CONSTRUCT CURB INLET STRUCTURE AND LOCAL DEPRESSION
PER CITY STD. 121 AS SHOWN IN DETAIL "B"
M
M
N M1
�o
co N
17 J
+
0
M
PROPOSED STRUCTURES
FIRE HYDRANT
STREET LIGHT
EXISTING STRUCTURES
99
WATER METER
CQ,
POWER POLE
- W -
WATER LINE
- G -
GAS LINE
- S -
SEWER LINE
:::SD===
STORM DRAIN
16.744
FIRE HYDRANT
®
WATER VALVE
®
MAN HOLE
22.37'12"
SIGNAL LIGHT
3
PALM TREE
®
SIGNAL LIGHT PULL BOX
®
INLET GRATE
R/W
`16y 1171-1E
NO SCALE
18.29m
3.96m 12.19m
1.83m 1.98m 0.6 m 11.58m
VARIES VARIES
3.67% TO 4.97% 2.41% TO 3.89%
VARIES 1.83m to 3.96m VARIES 3.35m to 5.49m 4.29m (�
2% 2 n 4 = LJ -
__-_- -_
7
EXISTING EXISTING MEDIAN CURB
PAVEMENT
FOOTHILL BOULEVARD
NO SCALE
T.I. = 10.5
TYPICAL SECTION
50
2.13m
1.22m 10.91m
BENCH MARK p
SAN BERNARDINO COUNTY DESIGNATION
506 S.P.S.N. (GS 7-11). NORTHEAST
CORNER OF FOOTHILL BLVD. AND PALMETTO
AVE; BRASS DISK 2' NORTH OF EAST CURB DIALTWO WORKING
RETURN OF PALMETTO AVE. RrrrDr neve urrnor
ELEVATION
1320.641
G:\Lana F'ropclts\Ul-U8\KOOa\GUKKGNI\PUUIMtIKIG.UWU 1Z/ZU/U1 U0:4Z:1/ VM YM Y51
I
REV.
" 4--t24wc0i
REVISION DESCRIPTION
235+00
152
235+50
TABLE
Go '6 n a'
,)
236+00
RADIUS
LENGTH
DELTA
TANGENT
236+50
10.668
16.744
89'55'5 "
10.655
2
E�
N
6.376
22.37'12"
3.231
3
23.470
9.266
■
4.694
4
19.810
7.821
N
3.962
305mm RCP PIPE
N N
m
TRAFFIC SIGNAL
1
ea.
ROAD SIGN
3
F,n1
n
Oi
1
ea.
J
L2
N
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3
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/ W
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EXISTING CURB00
ME M
lie
AND GUTTER
8
2035
2035
2035
20
SIG
51G
51G SIG
SIG
51G
51G-
EXISTING MEDIAN CURB
PO
I
Nl
5
4 7 6
EXISTING AC DIKE 11
5 r
°'
g 5
4 7
8
s_
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M I
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R/W
`16y 1171-1E
NO SCALE
18.29m
3.96m 12.19m
1.83m 1.98m 0.6 m 11.58m
VARIES VARIES
3.67% TO 4.97% 2.41% TO 3.89%
VARIES 1.83m to 3.96m VARIES 3.35m to 5.49m 4.29m (�
2% 2 n 4 = LJ -
__-_- -_
7
EXISTING EXISTING MEDIAN CURB
PAVEMENT
FOOTHILL BOULEVARD
NO SCALE
T.I. = 10.5
TYPICAL SECTION
50
2.13m
1.22m 10.91m
BENCH MARK p
SAN BERNARDINO COUNTY DESIGNATION
506 S.P.S.N. (GS 7-11). NORTHEAST
CORNER OF FOOTHILL BLVD. AND PALMETTO
AVE; BRASS DISK 2' NORTH OF EAST CURB DIALTWO WORKING
RETURN OF PALMETTO AVE. RrrrDr neve urrnor
ELEVATION
1320.641
G:\Lana F'ropclts\Ul-U8\KOOa\GUKKGNI\PUUIMtIKIG.UWU 1Z/ZU/U1 U0:4Z:1/ VM YM Y51
I
REV.
" 4--t24wc0i
REVISION DESCRIPTION
235+00
152
235+50
TABLE
Go '6 n a'
,)
236+00
RADIUS
LENGTH
DELTA
TANGENT
236+50
10.668
16.744
89'55'5 "
10.655
2
E�
N
6.376
22.37'12"
3.231
3
23.470
9.266
22.37'12"
4.694
4
19.810
7.821
N
3.962
305mm RCP PIPE
N N
m
TRAFFIC SIGNAL
1
ea.
ROAD SIGN
3
F,n1
n
Oi
1
ea.
J
L2
N
n
N
N
U
3
Q
3
Ln
N
^
N
O N
M
N
M
O0
U+
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cq
N
+
N
M
M en N0
LJ
EXISTING
m
k
tp
M
SIDEWALK
N
to
u)
co
PROPOD
/ W
M ,
Lr
LO
m
NN
TWO
N
IM� N
LO
�z
6
rnn
+
a
®
a
m++
N'
U
EXISTING R/W
w
+
0001,
EXISTING SIDEWALK
.,
,,,,r
h,,
ti .q• a ;.• . , .,.: �'
�. * 'r
. •<:..�`:•,~ `.` !
i :r
EXISTING CURB00
lie
AND GUTTER
8
2035
2035
2035
20
SIG
51G
51G SIG
SIG
51G
51G-
EXISTING MEDIAN CURB
PO
I
Nl
5
4 7 6
EXISTING AC DIKE 11
5 r
°'
g 5
4 7
8
s_
- T 1 I - -1-- -
NOTE:
ALL WORK WITHIN THE STATE HIGHWAY RIGHT
OF WAY SHALL BE TO STATE STANDARDS
DATE I ENGR. I CITY I DATE
N 89'42'59" E 6+00
152
CURVE
TABLE
Go '6 n a'
,)
CURVE
RADIUS
LENGTH
DELTA
TANGENT
1
10.668
16.744
89'55'5 "
10.655
2
16.154
6.376
22.37'12"
3.231
3
23.470
9.266
22.37'12"
4.694
4
19.810
7.821
22'37'12"
3.962
DATE I ENGR. I CITY I DATE
N 89'42'59" E 6+00
152
LOLO
6+50
Go '6 n a'
,)
0
a,
c�
o E
N N
N to'* N N
M
N
±� W
M
M N
(+O N
U +0
U-)+
M
cVN
U J
lL
W
1
�
m
Q 00
U
FIRE HYDRANT
1
n cin
o:
a_
3
ea.
FOOTHILL BOULEVARD
E
8
u)
M
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
A2-200
DETAIL "A"
o QROFESSIONq
D T TTI �'1c
C11- NO. 30171 ;u
EXP. MAR 31, 2004
�T C/ V
qTF OF CA1-\F
237+00
W
S
SCALE 1:500
IM
ESTIMATE OF QUANTITIES
` 61 11MIINQVIGT 1d.1oxems t3[fl*1•
AC PAVING
152
tonne
6+50
Go '6 n a'
,)
tonne
c�
o E
N N
N to'* N N
+
41
N (o t0
N 0 J
U
cm
_j (7)
L� t0
U_ U_
U
00
C)
1
CL
EXISTING
CURB>
107
-z b
FIRE HYDRANT
1
con
-z Oi
3
ea.
305mm RCP PIPE
N N
m
TRAFFIC SIGNAL
1
ea.
ROAD SIGN
3
F,n1
3
FOOTHILL BOULEVARD
E
8
u)
M
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER,
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT.
A2-200
DETAIL "A"
o QROFESSIONq
D T TTI �'1c
C11- NO. 30171 ;u
EXP. MAR 31, 2004
�T C/ V
qTF OF CA1-\F
237+00
W
S
SCALE 1:500
IM
ESTIMATE OF QUANTITIES
` 61 11MIINQVIGT 1d.1oxems t3[fl*1•
AC PAVING
152
tonne
AC OVERLAY
25
tonne
SIDEWALK
223
sm.
DRIVEWAY APPROACH
41
sm.
EXCAVATION
190
cm
HANDICAP RAMP
1
ea.
CURB INLET STRUCTURE
1
ea.
SAW CUT AC
107
m
FIRE HYDRANT
1
ea.
STREET LIGHTS
3
ea.
305mm RCP PIPE
11
m
TRAFFIC SIGNAL
1
ea.
ROAD SIGN
3
ea.
UNDER SIDEWALK DRAIN
1
ea.
DEMOLITION AND RELOCATION
REMOVE TRAFFIC SIGNAL
2
ea.
RELOCATE WATER METER
1
ea.
RELOCATE PULL BOX
6
ea.
REMOVE POWER POLE
2
ea.
REMOVE PALM TREE
4
ea.
REMOVE SIDEWALK
412
sm.
REMOVE CURB
76
m
REMOVE AC DIKE
37
m
REMOVE AC
182
sm.
ESTIMATED COST IN CALTRANS RIGHT OF WAY -- $196,146
E GRAPHIC SCALE
( IN METERS )
10 0 5 10 20 30 40 so
1 : 500
PREPARED UNDER THE SUPERVISION OF:
TUTTLE ENGINEERING
Civil Engineering Surveying
Land Planning Improvement Design
800 E. LUGONIA AVE., SUITE K (909) 798-6785
REDLANDS, CA 92374 1- - FAX (909) 798-1343
WARREN D. TUTTLE R.C.E.30171 DATE
C6
CITY OF FONTANA, CALIFORNIA
STREET IMPROVEMENT PLANS - METRIC
DRAWNWDT FOOTHILL BOULEVARD �"� 1:500
DESIGNED BY: FROM PALMETTO NUE TO 113m WEST DATE:
WDT SEP 19, 2001
CHECKED BY: 0 BY: DRAWING NO.:
Tws � 2/vz- 3007470 C n r r.44=0f