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0 60 120
MASTER UTILITY PLAN
LEGEND
CEP
27. ALL UTILITIES SHALL BE LOCATED AND INCLUDED ON THE AS BUILT
PLANS AT THE COMPLETION OF CONSTRUCTION. OWNER TO OWN
AND MAINTAIN WATER SERVICE MAINS, SANITARY SEWER, AND
FIRE PROTECTION MAINS.
28. THE FIRE PROTECTION WATER SUPPLY, INCLUDING HYDRANTS
SHALL BE INSTALLED AND IN SERVICE PRIOR TO PLACING
COMBUSTIBLE BUILDING MATERIALS ON SITE.
10"x8" REDUCER
PROPOSED
UNDERGROUND
POWER CABLE
PER LCEC.
TGEWFM
R O
W
PROPOSED GAS
SERVICE TIE-IN
TO CEP.
2000KVA
LCEC XFMR
EQUIPMENT (AUTOMATIC
PAD MOUNTED LCEC
10" G.V.
COMMERCE CREEK
PARKWAY
8" WATER MAIN
(SEE SHEET CS-111)
T. 10"x8"
8" G.V.
PERMANENT SAMPLING POINT
10" WATER MAIN
(SEE SHEET CS-111)
10" WATER MAIN
(SEE SHEET CS-110)
POTABLE WATER CONNECTION
CUT IN 12"x10" REDUCER
TO EXISTING 12" WATER MAIN STUB
TEMPORARY SAMPLING POINT
TSP
PSP
8" WATER MAIN
(SEE SHEET CS-112)
STORM SEWER
(SEE SHEET
CS-106)
TSP
CONNECT TO EXISTING
12" WATER MAIN
STUB. CUT IN AND
PROVIDE 8" G.V.
TEMPORARY SAMPLING POINT
6" SANITARY FORCEMAIN
(SEE SHEET CS-114)
HYD.#10
8" WATER MAIN
(SEE SHEET CS-113)
HYD#8B
8" SANITARY SEWER
(SEE SHEET CS-114)
STORM SEWER
(SEE SHEET CS-107)
HYD.#5
HYD.#3
HYD.
#7
HYD.
#6
HYD.#2
HYD.#1
HYD.#4
16. ALL INSPECTIONS REQUIRE 48 HR NOTICE. CONSTRUCTION-RELATED
INSPECTIONS, WHERE APPLICABLE, SHALL INCLUDE, BUT NOT BE
LIMITED, TO THE FOLLOWING:
A) HOT TAPS TO POTABLE WATER LINES LARGER THAN 6" AND
WASTEWATER SYSTEMS LINES GREATER THAN 4".*
B) MASTER METER AND BYPASS PIPING.
C) PRESSURE TESTS.*
D) INFILTRATION/EXFILTRATION TESTS.*
E) LIFT STATION INSTALLATION, PRIOR TO COVER-UP AND START-UP.*
F) LIFT STATION START-UP.*
G) LAMPING OF SEWER LINES.*
H) PIGGING AND FLUSHING OF WASTEWATER LINES, FORCE MAINS,
POTABLE WATER MAINS AND NON-POTABLE IRRIGATION LINES.*
NOTE: FULL BORE FLUSHING AND PIGGING OF POTABLE WATER
LINES NEED ONLY WATER DEPARTMENT INSPECTION.
I) TELEVISION VIDEO TAPING OF WASTEWATER LINES AT END OF
CONSTRUCTION AND THE WARRANTY PERIOD ("IN-OFFICE REVIEW")
J) CONFLICT CONSTRUCTION.*
K) CONNECTIONS TO EXISTING POTABLE WATER, NON-POTABLE
IRRIGATION WATER AND WASTEWATER SYSTEMS.*
L) 8" DIAMETER OR LARGER CASING INSTALLATIONS.*
M) OTHER SPECIAL REQUIREMENTS AS SPECIFIED BY
THE VA STAFF AT THE TIME OF CONSTRUCTION
DOCUMENT APPROVAL.
N) CHLORINATION OF WATER LINES AND REFLUSHING
LINE AFTER CHLORINATIONS (NEEDS WATER
DEPARTMENT INSPECTION).
O) INSTALLATION OF TEMPORARY METERS/BACKFLOWS.*
P) BACTERIOLOGICAL SAMPLING (NEEDS WATER DEPARTMENT
INSPECTION).*
Q) HOT TAPS TO ANY WATER MAINS, PRESSURE TESTS
ON LINES 20" AND GREATER, AND CONNECTIONS TO EXISTING
POTABLE SYSTEMS GREATER THAN 12" NEED TO BE INSPECTED
BY THE WATER DEPARTMENT AND CDES.*
*AN INSPECTOR ON BEHALF OF THE VA OR OTHER QUALIFIED
EMPLOYEE OF THE VA MUST BE PRESENT DURING INSPECTIONS
MARKED WITH AN ASTERISK.
17. WATER SERVICE LEADS, WATER METERS AND METER BOXES
TO BE INSTALLED BY CONTRACTOR.
18. ALL COLD-WATER METERS-DISPLACEMENT TYPE, BRONZE
1 MAIN CASE, SIZE "THROUGH 2" SHALL MEET THE
REQUIREMENTS OF AWWA C700. 2
19. ALL WATER METER COMPONENTS THAT COME IN CONTACT WITH
DRINKING WATER SHALL CONFORM WITH NSF STANDARD 61.
20. ALL FIRE HYDRANTS CAN BE USED FOR TEMPORARY
BACTERIAL SAMPLE POINT.
21. THE REVIEW AND APPROVAL OF IMPROVEMENT PLANS
DOES NOT AUTHORIZE THE CONSTRUCTION OF REQUIRED
IMPROVEMENTS WHICH ARE INCONSISTENT WITH THE
EXISTING EASEMENTS OF RECORD.
22. HYDRANTS TO BE BAGGED UNTIL BACTERIOLOGICAL
SAMPLING IS CLEARED AND OPERATIONAL.
23. CONTRACTOR TO VERIFY CONDUIT SIZE AND
LOCATIONS WITH UTILITY PROVIDERS PRIOR
TO INSTALLATION.
24. POLYVINYL CHLORIDE PIPE (PVC) FOR PIPES SIZES
4"-12" SHALL MEET THE REQUIREMENTS OF AWWA
C-900 (DR 14 OR DR 18).
25. CONTRACTOR SHALL ADHERE TO THE FDOT STANDARDS
AND GUIDES FOR TRAFFIC CONTROL FOR WORK
PERFORMED IN ROADWAY.
26. CONTRACTOR TO REPAIR STREET, SIDEWALK, AND
CURB TO MATCH MATERIALS IN EXISTING CONDITIONS.
HYD.#9
TVS
4" RECLAIMED IRRIGATION
WATER METER
SEE LANDSCAPE PLANS
GENERAL NOTES:
CONNECT TO EXISTING 4"
RECLAIMED WATER MAIN.
CONTRACTOR TO VERIFY
LOCATION & VERIFY W/
ENGINEER PRIOR TO
CONNECTION.
INSTALL 5-2" PVC
CONDUITS & PULL BOXES
FOR FUTURE SIGNALIZATION.
SAW CUT TRENCH IN PAV’T.
PER CITY & FDOT SPECS.
PROPOSED STORM SEWER
PROPOSED TELEPHONE SERVICE (BY OTHERS)
PROPOSED CABLE SERVICE (BY OTHERS)
PROPOSED GAS SERVICE (BY OTHERS)
PROPOSED UNDERGROUND POWER CABLE (BY OTHERS)
PROPOSED SANITARY SEWER
PROPOSED WATER MAIN
PROPOSED FORCEMAIN
PROPOSED STORM INLET
PROPOSED MANHOLE
PROPOSED VALVE
PROPOSED FIRE HYDRANT
PROPOSED LIGHT POLE
BACKFLOW PREVENTER
FIRE DEPARTMENT CONNECTION
DOUBLE DETECTOR CHECK
CENTRAL ENERGY PLANT
TEMPORARY SAMPLING POINT
REDUCER
BFP
FDC
DDC
CEP
TSP
RED
GAS SERVICE
(SEE MEP PLANS)
LIFT STATION
W/ STORAGE TANKS
(SEE SHEET CS-125)
TRANSFER SWITCH)
(SEE MEP PLANS)
UNDERGROUND
FUEL STORAGE
TANKS & FUEL PIPING
(SEE MEP PLANS)
LCEC
METER
OXYGEN TANK
ENCLOSURE
(SEE MEP)
180,000 GAL
FIRE PROTECTION
INDUSTRIAL
WATER STORAGE
TANK (SEE
MEP PLANS)
NON-POTABLE
WELL & CISTERN
(SEE LA PLANS)
30,000 GAL.
POTABLE WATER
STORAGE TANK
(SEE MEP)
POST INDICATER VALVE
GATE VALVE
HYDRANT
PIV
G.V.
HYD.
FIRE PUMP ROOM
FIRE PUMP
8" WATER MAIN
(SEE SHEET
CS-113)
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.
8" BLOWOFF ASSEMBLY
(3) 4" SCH. 40
PVC CONDUITS
(SEE MEP)
TERMINATE CONDUIT IN
24"X24" PULLBOX
FOR FUTURE
GUARD HOUSE
(SEE MEP)
TIE INTO PROPOSED
PEOPLES/TECO GAS
LINE (SEE MEP)
COMBINATION BACKFLOW/
METER ASSEMBLY, 64’x15’ UTILITY
EASEMENT (CITY OWNED)
CS-124
2" PVC CONDUIT STUBBED
UP INTO ELECTRICAL ROOM
(SEE MEP)
6" POTABLE WATER
FROM TANK
CS-124
1. ALL WORK TO BE DONE IN ACCORDANCE W/ THE
LATEST VERSION OF THE CITY OF CAPE CORAL
LAND USE & DEVELOPMENT REGULATIONS AND
THE CITY’S ENGINEERING STANDARDS.
2. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE
AGENCY PRIOR TO COMMENCING WORK WITHIN
SUCH AGENCY’S JURISDICTION.
3. PRIOR TO COMPACTION OF SUBGRADE CONSTRUCTION
ALL SUBSURFACE CONSTRUCTION SUCH AS WATER
LINES, SEWER LINES, PUBLIC UTILITIES, AND STORM
DRAINAGE MUST BE COMPLETED.
4. ALL WATER AND SEWER LINES SHALL HAVE A MINIMUM
OF 30" OF COVER AT ALL TIMES.
5. WATER LINES AND FORCE MAINS SHALL HAVE A
MAXIMUM OF 48" COVER, UNLESS OTHERWISE NOTED ON PLANS.
6. ALL CROSSINGS OF WATER LINES OVER OR GRAVITY
SEWER LINES UNDER RCP DRAINAGE LINES SHALL
BE C900 CL200 OR EQUAL FOR 10’ EACH WAY
OF CROSSING.
7. ALL PRESSURE LINES (WATER & SEWER) SHALL BE
DEFLECTED AROUND CATCH BASINS TO MAINTAIN
5’ MINIMUM SEPARATION. 45° BENDS SHALL BE
UTILIZED IF NECESSARY.
8. FIRE HYDRANTS SHALL BE IN ACCORDANCE WITH
THE CITY OF CAPE CORAL LAND
USE & DEVELOPMENT REGUALTIONS OR NFPA
REGULATIONS, LATEST REVISION, WHICHEVER IS
MORE RESTRICTIVE, AND MEET THE APPROVAL OF
THE LOCAL FIRE CONTROL DISTRICT.
9. ALL PVC WATER MAIN SHALL BE AWWA C900
CLASS 150, UNLESS OTHERWISE NOTED.
10. ALL TEMPORARY BLOWOFFS ARE TO BE REMOVED
AFTER SATISFACTORY BACTERIAL TESTING IS
COMPLETED AND THE CONNECTION IS MADE TO
THE EXISTING WATER MAIN.
11. ALL WATER MAINS MUST BE FLUSHED AND
DETERMINED TO BE BACTERIOLOGICALLY CLEARED
BEFORE CONNECTIONS ARE MADE TO THE
PROPOSED WATER DISTRIBUTION SYSTEM.
12. PERMANENT BACTERIOLOGICAL SAMPLING POINT
& FIRE HYDRANT REQUIRED AT THE EXTREME
TERMINUS OF DEAD END OR CUL-DE-SAC WATER
LINES. PRIOR TO INSTALLATION, A FULL BORE
FLUSH IS REQUIRED. FLUSHING ASSEMBLY IS THEN
REMOVED BACK TO THE ISOLATION VALVE. A SPOOL
PIECE WITH MIN. 3’ AND MAX. 6’ LENGTH
CONTAINING THE PERMANENT BACTERIOLOGICAL
SAMPLING POINT IS THEN INSTALLED WITH THE
HYDRANT ASSEMBLY FITTED TO THE END. COORDINATE
WITH CITY OF CAPE CORAL COMPLIANCE FOR WITNESSING
OF ALL FULL BORE FLUSHING OF SYSTEM.
13. ALL WATER OR SEWER DIPS SHALL USE C900 CL200
PVC WITH RESTRAINING GLANDS.
14. ALL 8" ASTM D3034, DR35 PVC SANITARY SEWER
(S.S.) % MIN. SLOPE UNLESS OTHERWISE NOTED.
SHALL HAVE A 0.40 (SLOPE CALCULATED FROM WALL
TO WALL). PIPE LENGTHS ARE APPROXIMATE AND
ARE MEASURED FROM CENTER
OF STRUCTURE OR FITTINGS.
15. 6" PVC SEWER SERVICES SHALL BE CONSTRUCTED
AT THE 1.04% SLOPE MINIMUM PER THE PLUMBING CODE
FDC W/ 6" SERVICE TO CEP
HYD#8A
10" FIRE MAIN FROM TANK
3" WATER TO
COOLING TOWERS
ELECTRICAL SERVICE
(3) 4" SCH. 40
PVC CONDUITS
(SEE MEP FOR EXACT
ALIGNMENT)
ELECTRICAL PULL BOX (TYP.)
(SEE MEP FOR EXACT LOCATIONS)
TERMINATE CONDUIT IN
24"X24" PULLBOX FOR
FUTURE GUARD HOUSE
(SEE MEP)
COMBINATION
BACKFLOW ASSEMBLY
METER, 40’x30’
UTILITY EASEMENT
(CITY OWNED)
1 ADDENDUM #4 08/18/09
CS-109
2 ADDENDUM #5 08/25/09
TIE INTO EXISTING
6" FORCEMAIN
3 02/16/10ASI #5
4 03/11/10RFI 150
11 2" WATER T0 COOLING TOWERS
5 03/19/10ASI #28 - TIS REVISIONS
o n e e i g h t h i n c h o n e f o o t
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M a s t e r U t i l i t y .d g n
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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File details come from the government source that posted it. Updated .