CS114.pdf
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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
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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.
R/WR/W8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN8"SAN12"W12"W12"W12"W12"W12"W12"W12"W12"W12"W
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EXIST. GRADE OVER
C/L PROP. SAN. SEWER
PROP. GRADE OVER
C/L PROP. SAN. SEWER
PROP.
ELECT.
PROP.
ELECT.
PROPOSED 8"
SANITARY SEWER
PROPOSED 6" SANITARY FORCE MAIN
STA. 92+42.37
SAN. MH.#1
PROPOSED 8" SANITARY SEWER
PROPOSED 6" FORCE MAIN
PROPOSED SANITARY SEWER
& FORCE MAIN
149.91 L.F.-8" PVC SDR 26
SANITARY SEWER,
W/ GRANULAR BACKFILL
STA. 82+03.92
B. 6"x11.25%%d (HORZ.)
(TOTAL DEFLECTION
15°14’20")
STA. 85+23.50
B. 6"x22.50%%d (HORZ.)
B. 6"x11.25%%d (HORZ.)
(TOTAL DEFLECTION
32°06’10")
STA. 90+09.31
B. 6"x45%%d (HORZ.)
(TOTAL DEFLECTION
44°54’50")
STA. 90+54.22
B. 6"x45%%d (HORZ.)
(TOTAL DEFLECTION
44°52’31"
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PROP.
LIFT
STATION
STA. 87+17.92
PROP. 2" VACUUM RELEASE VALVE
IN 48" DIA. MANHOLE
B. 6"x22.50%%d (HORZ.)
B. 6"x11.25%%d (HORZ.)
(TOTAL DEFLECTION
32°11’20")
PROP. 24"
STO. SEW.
I.E. 4.83
S.=0.0000’/’
PROP. 18"
STO. SEW.
I.E. 8.55PROP.
8" W.M.
I.E. 8.50
S.=0.0345’/’
PROP. 18"
STO. SEW.
I.E. 8.55
PROP. 15"
STO. SEW.
I.E. 8.78
PROP. 12"
STO. SEW.
I.E. 11.80
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LIFT STATION VALVE BOX
(SEE DETAIL ON SHEET CS-125)
STA. 90+92.46
LIFT STATION WET WELL
(SEE DETAIL ON SHEET CS-125)
LIFT STATION STORAGE TANKS
(SEE DETAIL ON SHEET CS-125)
STA. 92+26.42
SAN. MH.#2
500 GAL OIL/WATER SEPARATOR
(SEE MEP PLANS)
STA. 92+68.12
8" SAN. LAT.
CONNECT 5’
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8" I.E. 7.2
STA. 92+26.42, 26’LT.
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CONNECT 5’
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4" I.E. 10.50
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SANITARY
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LEGEND:
CS-123
PROP. MANHOLE
PROP. SANITARY SEWER
WATER MAIN
STORM SEWER
BURIED ELECTRIC
FENCE
B. 3"x45%%d(VERT.) I.E. 10.70
B. 3"x90%%d(HORZ.) I.E. 10.70
B. 3"x45%%d(VERT.) I.E. 7.30
B. 3"x45%%d(VERT.) I.E. 7.30
B. 3"x45%%d(VERT.) I.E. 9.30
B. 3"x90%%d(HORZ.) I.E. 9.30
PROPOSED 2" FUEL OIL SERVICE IN
3" SECONDARY CONTAINMENT PIPING
(SEE MEP PLANS)
B. 6"x90%%d (HORZ.)
I.E. 5.75
PROPOSED 2" OXYGEN
PIPING IN 3" SECONDARY
CONTAINMENT PIPING
(SEE MEP PLANS)
PROP.
10" WM.
I.E. 8.50
PROP. 2-3"
FUEL OIL PIPE
I.E. 9.30
PROP. 3" OXYGEN PIPE
I.E. 5.75
1 ADDENDUM #4 08/18/09
CS-114
SS
2 ADDENDUM #5 08/25/09
STA. 80+88.70
B. 6"x22.50%%d (HORZ.)
(TOTAL DEFLECTION
20°48’06")
EXIST. 8"
SAN. SEWER
I.E. 0.23+/-
EXIST. 12"
W.M. I.E.
5.23+/-
S.=0.0711’/’
3 ASI #5 02/16/10
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C A
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43.22 L.F. - 16" STEEL
CASING PIPE
S.= 0.0
489’/’
PROPOSED 16"
CASING PIPE
STA. 79+99.03
6"x6" TEE WYE
AND 6" PV
STA. 80+04.03 TO 80+47.25
CONTRACTOR TO JACK & BORE
FORCEMAIN UNDER DIPOLMAT PARKWAY.
PROVIDE 16" STEEL CASING.
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PROPOSED 16"
CASING PIPE
48.22’ 41.45’ 115.61’ 319.19’ 194.8’ 241.7’ 49.31’ 45.3’ 27.85’
1093.43 L.F.-6" PVC, DR 25, C900 SANITARY FORCE MAIN W/ GRANULAR BACKFILL
STA. 79+99.03
TIE INTO EXIST.
6" FORCEMAIN.
W/ 6"x6" TEE WYE
AND 6" PV.
CONTRACTOR SHALL VERIFY
ELEVATION OF EXISTING 6"
FORCEMAIN AND REPORT
TO ENGINEER PRIOR TO
CONSTRUCTING ANY ASPECT
OF THE EXTERIOR SANITARY
SEWER OR AQUIRING LIFT
STATION MATERIALS.
CONTRACTOR TO TIE INTO
FORCEMAIN ACCORDING TO
CITY OF CAPE CORAL
STANDARDS (WP-16 &
WP-39). CONTRACTOR
SHALL NOTIFY CITY OF
CAPE CORAL 48 HOURS
PRIOR TO FORCEMAIN
TEE CONNECTION.
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