HomeMy WebLinkAbout3007-2CONSTRUCTION NOTES O
1. CONSTRUCT 8" CURB AND GUTTER PER CALTRANS
STANDARD A87 TYPE A2-200, PER DETAIL SHEET 7
2. CONSTRUCT 6.5" A.C. OVER 12" COMPACTED NATIVE
MATERIAL (95%)
3. CONSTRUCT 6' SIDEWALK PER CITY STANDARD 1015
4. PROVIDE HEADER CUT. CONSTRUCT A.C. OVERLAY
A MINIMUM OF 0.10' 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 SAWCUT
TWO FEET MINIMUM FROM EXISTING EDGE OF PAVEMENT
8. RELOCATE EXISTING UTILITIES
9. CONSTRUCT 12" RCP CULVERT, D=2000 AND CONNECT TO
EXISTING GRATED INLET STRUCTURE. ENCASE PIPE WITH
CONCRETE BACKFILL
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. SAWCUT AND REMOVE AC AS SHOWN
16. PROTECT EXISTING STRUCTURE IN PLACE
17. SAWCUT 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 MODIFIED IN DETAIL "A"
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INMEM
ME �w1rr1 �rMlrM�lr ���mlMMwO�1#IF�MMMIMME�IMIl1"IrAIr
WE
770+00
40' 7'
IN
6.5' 2' 38' 4' 3'
VARIES VARIES
3.67% TO 4.97% 2.41% TO 3.89%
VARIES 6' TO 13' VARIES 11' TO 18' 14'
2 -%-yrs int 4 - - _ __-__-__-L
Li J
1
4 7
EXISTING EXISTING MEDIAN CURB
PAVEMENT
FOOTHIILL BOULEVARD
NO SCALE
T. 1. = 10.5
TYPICAL SECTION
BENCH MARK Q
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 FDIAL TWO WORKING
RETURN OF PALMETTO AVE. RF R(1RF neve urmoc
ELEVATION 1320.64 I TOLL FREE ��1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
C:\Land Projects\01-Od\Road\CURRENT\FOOTHILL.dwg 12/31/01 04:00:11 PM PM PST
REV.
94)
REVISION DESCRIPTION
771+00
772+00
EXISTING
SIDEWALK
EXISTING R/W
ih
12"W 12-w
EXISTING SIDEWALK - - - -
EXISTING ~CURB
AND GUTTER a"s m a's
2"G 2"G
EXISTING MEDIAN CURB
r`
NOTE:
ALL WORK WITHIN THE STATE HIGHWAY RIGHT
OF WAY SHALL BE TO STATE STANDARDS
CLIRVIF DATA
CURVE
RADIUS
DELTA
LENGTH
TANGENT
1
35.00'
89'55'52"
54.94'
34.96'
2
53.00'
22'37'12"
20.92'
10.60'
3
77.00' 1
22'37'12"
30.40'
1 15.40'
4
65.00' 1
22'37'12"
25.66'
1 13.00'
DATE I ENGR. I CITY I DATE
773+00
a"s
2"G 74
4 7
EXISTING AC DIKE
ea
774+00
N
a0
Oi
18
10
AC PAVING
JJ
L�
TON
r 18
27
rN 3 O
3 � N
SIDEWALK
U
12
°'
M�
N
LO
0 f6
+
14
M +
w N
L)
O
EA
N�
2"G
� 11
I
N 89'42'59" E
775+00
776+00
rn
18
O
t`N
AC PAVING
167
TON
AC OVERLAY
27
0)
SIDEWALK
2402
°'
wlr i•,r..,orrs,
LO
PO
14
16
w N
0
O
EA
N�
1
EA
Oi
0:
LF
3
M Ki
co+
LL_
LO
2
M
C*4
12" RCP PIPE
uj
N
LOCAL DEPRESSION
WLO
EA
TRAFFIC SIGNAL
1
EA
ROAD SIGN
3
EA
UNDER SIDEWALK DRAIN
PROPOSED
R/W
'0
')
0 �
T_
U U
N
•
13
U
N
U
,n
N
'`1 CD
'-
10+81.5
o' m
in
w
0
00
z
TC 20.a. i
:'
Q
8
16
M 2rG
ul) U)
N N
06C rnr7
M rx 01� to
a; 0i +
Mu- m
a
2"G
FOOTHILL BOULEVARD
W
S
SCALE 1"= 40'
GRAPHIC SCALE
E 40 0 20 40 80
�o QROFESS/ pNq�
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ,��`� �c�E-N D.
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, Q= NO. 30171
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO EXP MAR 31, 2004
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT. xqTF C /OF CAL�F���\P
( IN FEET )
1 inch - 40 ft.
160
777+00
D
ESTIMATE OF QUANTITIES
8" CURB AND GUTTER
358
LF
AC PAVING
167
TON
AC OVERLAY
27
TON
SIDEWALK
2402
�..MI�A
wlr i•,r..,orrs,
,,�.s.-�;J
SF
EXCAVATION
250
YDS
HANDICAP RAMP
1
EA
CATCH BASIN W=4'
1
EA
SAWCUT AC
350
LF
FIRE HYDRANT
1
EA
STREET LIGHTS
2
EA
12" RCP PIPE
37
LF
LOCAL DEPRESSION
1
EA
TRAFFIC SIGNAL
1
EA
ROAD SIGN
3
EA
UNDER SIDEWALK DRAIN
1
EA
•
FOOTHILL BOULEVARD
W
S
SCALE 1"= 40'
GRAPHIC SCALE
E 40 0 20 40 80
�o QROFESS/ pNq�
SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT ,��`� �c�E-N D.
COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL
SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, Q= NO. 30171
THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO EXP MAR 31, 2004
BRING THEM INTO CONFORMANCE WITH CONDITIONS AND
STANDARDS IN EFFECT. xqTF C /OF CAL�F���\P
( IN FEET )
1 inch - 40 ft.
160
777+00
D
ESTIMATE OF QUANTITIES
8" CURB AND GUTTER
358
LF
AC PAVING
167
TON
AC OVERLAY
27
TON
SIDEWALK
2402
SF
DRIVEWAY APPROACH
438
SF
EXCAVATION
250
YDS
HANDICAP RAMP
1
EA
CATCH BASIN W=4'
1
EA
SAWCUT AC
350
LF
FIRE HYDRANT
1
EA
STREET LIGHTS
2
EA
12" RCP PIPE
37
LF
LOCAL DEPRESSION
1
EA
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
4440
SF
REMOVE CURB
250
LF
REMOVE AC DIKE
123
LF
REMOVE AC
1971
SF
ESTIMATED COST IN CALTRANS RIGHT OF WAY -- S196,146
C4
PREPARED UNDER THE SUPERVISION OF:
CITY OF FONTANA, CALIFORNIA
TUTTLE ENGINEERING
Civil Engineering Surveying
Land Planning - Improvement Design
800 E. LUGONIA AVE., SUITE K (909) 798-6785
STREET IMPROVEMENT PLANS
YM BY -
AWT
FOOTHILL BOULEVARD
SCALE. 1 =40
" ,
DESIGNED BY:
WDT
DATE:
SEP 19, 2001
REDLANDS, CA 92374 FAX (909) 798-1343
FROM PALMETT UE TO 370' WEST
M Z 2
CHECKED BY: f4d&
TWS
0 Y,
'
DRAWING NO.:
3 0 0 7
12
WARREN D. TUTTLE R.C.E.30171 DATE
cl FN(:INFFR R C F fi1159 nATF-