CS113.pdf
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- H345--FY21: Backflow Prevention Evaluation for LCHCC Federal contract opportunity
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- 36C24821Q1203
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BOUNDARY
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0 40 80
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-16
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-8
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-16
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26+00 28+00 30+00 32+00 34+00
20 20
PROPOSED 8" WATER MAIN
PROP. GRADE OVER
C/L OF PROP. WATER MAIN
EXIST. GRADE OVER
C/L OF PROP. WATER MAIN
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PROP. 8" G.V.
STA. 29+14.80
B. 8"x90%%d (HORZ.)
STA. 28+96.54
PROP 8" CROSS
STA. 29+11.80
B. 8"x45%%d (HORZ.)
STA. 26+27.97
PROPOSED BUILDING
F.F. EL. 14.85
PROPOSED BUILDING
F.F. EL. 14.85
PROPOSED 8" WATER MAIN
PROPOSED 8" WATER MAIN
B. 8"x45%%d (HORZ.)&
B. 8"x11-1/4%%d (HORZ.)
(TOTAL DEFLECTION 57°53’50")
STA. 31+74.30
B. 8"x45%%d (HORZ.) &
B. 8"x22-1/2%%d (HORZ.)
(TOTAL DEFLECTION 69°54’50")
STA. 31+17.24
B. 8"x22-1/2%%d (HORZ.)
(TOTAL DEFLECTION 19°08’33")
STA. 29+39.77
B. 8"x22-1/2 (HORZ.)
(TOTAL DEFLECTION
21°03’24")
STA. 36+79.90
B. 8"x22-1/2 (HORZ.)
(TOTAL HORZ. DEF.
21°03’24")
STA. 38+66.36
WSE
PROP. HYD.
PROP VALVE
PROP. WATER MAIN
SANITARY SEWER
STORM SEWER
BURIED ELECTRIC
PROP. MANHOLE
FENCE
LEGEND:
15.26’
135.87’77.70’30.97’ 55.00’
3.00’
1477.13 L.F. - 8" PVC, C-900 WATER MAIN W/GRANULAR BACKFILL
5’
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(TOTAL DEFLECTION
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STA. 34+81.95
75.44’ 172.05’ 98.67’ 90.78’117.22’
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PROP. 15"
STO. SEW.
I.E. 8.78
PROP. 24"
STO. SEW.
I.E. 6.40
PROP. 24"
STO. SEW.
I.E. 6.40
PROP. 18"
STO. SEW.
I.E. 6.40
PROP. 6" FM
I.E. 7.00
PROP. 18"
STO. SEW
I.E. 7.45
CS-123
WP-7
36+00 38+00
30’x10’ UNDERGROUND
CISTERN (SEE LA PLANS)
CS-117
M-3 DETAIL #
SHEET #
T. 10"x8"
STA. 39+57.15 =
STA. 15+31.21
10" G.V. (NORTH)
10" G.V. (SOUTH)
8" G.V. (WEST)
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15.23’
5.00’
B. 6"x45%%d (HORZ.)
I.E. 8.97
OXYGEN TANK
ENCLOSURE
(SEE MEP)
10’x10’ WELL AREA
(SEE LA PLANS &
CIVIL SPECIFICATIONS)
PROTECT SOUTH/EAST W/
BOLLARDS 3 FEET C-C.
T. 6"x8" (CONNECT TO TANK)
STA. 29+34.77
30,000 GAL. POTABLE
FIBERGLASS UNDERGROUND
WATER STORAGE
TANK (SEE PLUMBING PLANS)
B. 6"x90%%d
I.E. 8.50
FDC W/
6" PVC SERVICE (167 L.F.)
TO BLDG.
B. 6"x90%%d
I.E. 8.50
B. 6"x90%%d
I.E. 8.50
B. 6"x45%%d (HORZ.)
(TOTAL DEFLECTION
44°47’53")
I.E. 9.21
B. 8"x45%%d (HORZ.)
(TOTAL DEFLECTION
44%%d47’53")
STA. 27+60.67
HYD. #9
STA. 33+09.90
4’-0" BURY DEPTH
HYD. #10, 40’LT.
STA. 35+80.61
5’-0" BURY DEPTH
CS-123
180,000 GAL. FIRE
PROTECTION/INDUSTRIAL
WATER STORAGE TANK
(SEE MEP)
B. 8"x90%%d
I.E. 8.50
B. 10"x90%%d
I.E. 8.50
SEE MEP FOR
ASSEMBLY
B. 10"x90%%d
I.E. 8.50
B. 10"x90%%d
I.E. 8.50
520 L.F. - 6" PVC WATER LINE
FROM POTABLE TANK TO C.E.P.
HYD. #8A
STA. 25+30.00, 10’RT.
7’-6" BURY DEPTH
305 L.F. - 3" INDUSTRIAL
WATER TO COOLING TOWERS
500 L.F. - 10" PVC
WATER LINE FROM
FIRE TANK TO FIRE
PUMP ROOM
(MEASURED TO
RED. @ TANK)
106.23’ 71.23’
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B. 10"x45%%d
I.E. 6.80
HYD. #8B
STA. 27+05.67, 29’RT.
4’-0" BURY DEPTH
S.=0.0000’/’
B. 10"x45%%d
I.E. 8.50
1 ADDENDUM #4 08/18/09
CS-113
25+00 26+00
28+00
91+00 92+00 o n e e i g h t h i n c h o n e f o o t
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Drawing Title:
Approved: Checker
Date Checked:
Client Location
Cape Coral, Florida
Project Title
Lee County Outpatient Clinic
Drawn
Project Number
516CA2400
Building Number
Drawing Number:
Dwg. of
Office of
Construction and
Facilities
Management
SRKCML
ARCHITECT/ ENGINEERS:CONSULTANTS
DateRevisions 06/15/09
27200 Riverview Center Boulevard, Suite 101
Bonita Springs, FL 34134-4317
239 / 495 4360
239 / 495 5517 fax
Certificate of Authorization #4270 www.graef-usa.com
CONSTRUCTION DOCUMENTS (CD1)
FULLY SPRINKLERED
HELLMUTH, OBATA & KASSABAUM, INC. Contract No:
All reproduction & intellectual property rights reserved ' 2009
516CA2400
ARCHITECTURE, ENGINEERING, PLANNING,
INTERIORS, GRAPHICS, CONSULTING
One Tampa City Center, Suite 1800, Tampa, FL, 33602
Voice:
Fax:
Internet:
| 813 | 229 - 0300
| 813 | 223 - 7116 http://www.hok.com
FL. Reg. AAC001139
SGFMEEEEEEEEEEEWWWWEEFMWWWWWWWWSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSSFMFMFMFMFMFMFMEEGGGSTWWWSTSTWWWWW
FOR
FOR
FOS
FOS
STSTWWWWWWWWWWWWWWWWWWWWWSWWWSTST
Know what’s below.
Call before you dig.
CALL 48 HOURS
BEFORE YOU DIG
IT’S THE LAW!
DIAL 811
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
35+00 36+00
37+00
38+00
39+00
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