HomeMy WebLinkAbout3007-3PIPE FLOW VALVES
Q= 15.05 CFS
V- 5.90 FPS
HGL= 20.57'
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REMOVE EXISTING
CATCH BASIN
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21'
'
PIPE FLOW VALVES
Q= 10.42 CFS
V= 5.90 FPS
HGL= 20.57'
CONSTRUCTION NOTES O
1. CONSTRUCT CONCRETE 8" CURB AND GUTTER PER
CITY STANDARD 1003
2. CONSTRUCT 4.5" A.C. OVER 12" COMPACTED NATIVE
MATERIAL (95%)
3. CONSTRUCT 5' 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 TWO FEET
5. RELOCATE EXISTING POWER POLE
6. REMOVE EXISTING PALM TREES
7. REMOVE EXISTING INLET STRUCTURE AND REPLACE WITH
CURB INLET STRUCTURE PER AWPA STANDARD 300-2
AS DETAILED ON SHEETS 6 AND 7, AND CONNECT TO
EXISITNG STORM DRAIN CULVERT.PER DETAIL "C"
8. PROTECT EXISTING STRUCTURE IN PLACE
9. SAWCUT AND REMOVE AC AS SHOWN
10. CONSTRUCT DRIVEWAY PER CITY STANDARD 102C, WIDTH
AS SHOWN ON PLAN
11. CONSTRUCT UNDER SIDEWALK DISCHARGE STRUCTURE
PER CITY STANDARD 124-A
12. SAWCUT AC 1' FROM EDGE OF PAVEMENT AND REMOVE
13. CONSTRUCT UNDER SIDEWALK DISCHARGE STRUCTURE PER
CITY STANDARD 124
14. INSTALL STREET LIGHT PER CITY STANDARD 1016, 20,000
LUMEN, 200 WATT # 20
15. INSTALL FIRE HYDRANT
16. CONSTRUCT LOCAL DECRESSION PER AWPA STANDARD
313-1 CASE E, AS DETAILED ON SHEET 7, H=2"
17. INSTALL 18" RCP CULVERT, D- 2000 AND CONNECT TO
EXISTING RCP CULVERT. ENCASE CULVERT WITH CONCRETE
BACKFILL
GRAPHIC SCALE
DETAIL "C"
NO SCALE
PROPOSED
R/W
EXISTING
R/W
0.5' 11 5'
( IN FEET )
1 inch - 40 ft.
fl
BENCH MARK p O
SAN BERNARDINO COUNTY DESIGNATION
506 S.P.S.N. (GS 7-11). NORTHEAST WAWA
CORNER OF FOOTHILL BLVD AND PALMETTO
AVE; BRASS DISK 2' NORTH OF EAST CURB DIAL TWO WORKING
RETURN OF PALMETTO AVE. BEFORE DAYS BEFORE
YOU DIG YOU DIG
ELEVATION 1320.64 TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
PMAETMdn 01IMM 10:2&13 AM AM rsr
REV.
12'
6.5' 1.5'
2%
M
TRANSITION
24" TO 18"
GUTTER
LO
r
n
SCALE 1"= 40'
34'
30'
22'
20.5'
z
VARIES VARIES
0.17% TO 1.57% 1.05% TO 3.38%
3.5' TO 9.1'+/- 11.4' TO 17'+/-
2
EXISTING
PALMETTO AVENUE PAVEMENT
NO SCALE
T. 1. = 6.5
TYPICAL SECTION
REVISION DESCRIPTION
• Rr--% Lq At -t- WI Lt h.
EXISTING CURB
AND GUTTER -
DATE I ENGR. I CITY I DATE
ESTIMATE OF QUANTITIES
8" CURB AND GUTTER
U-)
N
AC PAVING
72
ir
U
M00
(0
N
N
TON
SIDEWALK
M
N U
N U
N
SF
EXCAVATION
U� ~N
~N
N
1
f�
++
~ N
p
LF
FIRE HYDRANT
1
01
STREETLIGHTS
N
EA
18" RCP
21
r-
LOCAL DEPRESSION
1
-------------- 4- -�- -"- -`- -"- -;-
- - - - � _ _ - - - -;
o
J
UNDER SIDEWALK DRAIN
ar sr
EA
O
`---
----- ----- -
- - - ----
REMOVE EXISTING
CATCH BASIN
tr-� :__._
_ _ -
__
..,.......,...ria.*, A`......_....�.� �. �. �. _ H-
ages „ i r
"A
21'
'
PIPE FLOW VALVES
Q= 10.42 CFS
V= 5.90 FPS
HGL= 20.57'
CONSTRUCTION NOTES O
1. CONSTRUCT CONCRETE 8" CURB AND GUTTER PER
CITY STANDARD 1003
2. CONSTRUCT 4.5" A.C. OVER 12" COMPACTED NATIVE
MATERIAL (95%)
3. CONSTRUCT 5' 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 TWO FEET
5. RELOCATE EXISTING POWER POLE
6. REMOVE EXISTING PALM TREES
7. REMOVE EXISTING INLET STRUCTURE AND REPLACE WITH
CURB INLET STRUCTURE PER AWPA STANDARD 300-2
AS DETAILED ON SHEETS 6 AND 7, AND CONNECT TO
EXISITNG STORM DRAIN CULVERT.PER DETAIL "C"
8. PROTECT EXISTING STRUCTURE IN PLACE
9. SAWCUT AND REMOVE AC AS SHOWN
10. CONSTRUCT DRIVEWAY PER CITY STANDARD 102C, WIDTH
AS SHOWN ON PLAN
11. CONSTRUCT UNDER SIDEWALK DISCHARGE STRUCTURE
PER CITY STANDARD 124-A
12. SAWCUT AC 1' FROM EDGE OF PAVEMENT AND REMOVE
13. CONSTRUCT UNDER SIDEWALK DISCHARGE STRUCTURE PER
CITY STANDARD 124
14. INSTALL STREET LIGHT PER CITY STANDARD 1016, 20,000
LUMEN, 200 WATT # 20
15. INSTALL FIRE HYDRANT
16. CONSTRUCT LOCAL DECRESSION PER AWPA STANDARD
313-1 CASE E, AS DETAILED ON SHEET 7, H=2"
17. INSTALL 18" RCP CULVERT, D- 2000 AND CONNECT TO
EXISTING RCP CULVERT. ENCASE CULVERT WITH CONCRETE
BACKFILL
GRAPHIC SCALE
DETAIL "C"
NO SCALE
PROPOSED
R/W
EXISTING
R/W
0.5' 11 5'
( IN FEET )
1 inch - 40 ft.
fl
BENCH MARK p O
SAN BERNARDINO COUNTY DESIGNATION
506 S.P.S.N. (GS 7-11). NORTHEAST WAWA
CORNER OF FOOTHILL BLVD AND PALMETTO
AVE; BRASS DISK 2' NORTH OF EAST CURB DIAL TWO WORKING
RETURN OF PALMETTO AVE. BEFORE DAYS BEFORE
YOU DIG YOU DIG
ELEVATION 1320.64 TOLL FREE 1-800-227-2600
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT
PMAETMdn 01IMM 10:2&13 AM AM rsr
REV.
12'
6.5' 1.5'
2%
M
TRANSITION
24" TO 18"
GUTTER
LO
r
n
SCALE 1"= 40'
34'
30'
22'
20.5'
z
VARIES VARIES
0.17% TO 1.57% 1.05% TO 3.38%
3.5' TO 9.1'+/- 11.4' TO 17'+/-
2
EXISTING
PALMETTO AVENUE PAVEMENT
NO SCALE
T. 1. = 6.5
TYPICAL SECTION
REVISION DESCRIPTION
• Rr--% Lq At -t- WI Lt h.
EXISTING CURB
AND GUTTER -
DATE I ENGR. I CITY I DATE
ESTIMATE OF QUANTITIES
8" CURB AND GUTTER
523
LF
AC PAVING
72
TON
AC OVERLAY
4
TON
SIDEWALK
1616
SF
DRIVEWAY APPROACH
1373
SF
EXCAVATION
20
YDS
CATCH BASIN W=10'
1
EA
SAWCUT AC
550
LF
FIRE HYDRANT
1
LF
STREETLIGHTS
2
EA
18" RCP
21
LF
LOCAL DEPRESSION
1
EA
ROAD SIGN
2
EA
UNDER SIDEWALK DRAIN
1
EA
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.
13+00
14+00
15+00
10 -
I, -n\
H VJElv UE
DEMOLITION AND RELOCATION
RELOCATE POWER POLE 2 EA
REMOVE PALM TREE 8 EA
REMOVE INLET STRUCTURE 1 EA
REMOVE AC 1050 SF
o QRCY ESS/ ONq
C� rn
NO. 30171 z
EXP MAR 31, 2004
9TF OF CA`\F0�
16+00
17+00
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® WATER METER
M-3 POWER POLE
CURVE DATA
0
- W -
WATER LINE
ICURVEI RADIUS I DELTA
LENGTH TANGENT
- G -
GAS LINE
1 35.00' 89'55'52"
54.94' 34.96'
=== S =_:
SEWER LINE
-SD-
STORM DRAIN
?t
FIRE HYDRANT
®
WATER VALVE
Q
MAN HOLE
SIGNAL LIGHT
PALM TREE
PROPOSED STRUCTURES ®
SIGNAL LIGHT PULL BOX
8
FIRE HYDRANT
STREET LIGHT
PREPARED UNDER THE SUPERVISION OF:
TUTTLE ENGINEERING
Civil Engineering Surveying
Land Planning Improvement Design DRAWN BY:
800 E. LUGONIA AVE., SUITE K (909) 798-6785 DT
REDLANDS, CA 92374 FAX (909) 798-1343- DESIGNED BY:
WDT
-- Z 4 - v 2 CHECKED BY:
WARREN D. TUTTLE R.C.E.30171 DATE TWS
® INLET GRATE
MAILBOX
® SIGNAL BOX
_ EDGE OF PAVEMENT C5
CITY OF FO TANA, CALIFORNIA
STREET IMPROVEMENT PLANS
PALMETTO AVENUE SCALE: 1"=40'
FROM--THILL BOU EVARD TO 600' NORTH SEP 19, 2001
APPRO �: DRAWING NO.: 3
• �' �ZoL- 3007
CI ENGINEER R.C.E. 51152 DATE: 7