vicinity map - lee county southwest florida documents/tice street... · the contractor shall notify...
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VICINITY MAP
STA 14+30
COUNTRY LAKES
STA 0+00
TICE ST.
STA 10+00
DETAR LN
EXISTING UTILITIES NOTE
It is the Contractor's responsibility to locate all above ground and
underground utilities, whether shown on these plans or not, prior
to commencement of work. Effective December 1st, 1993 there
is a statewide "One Call" Utility Location Service. The Contractor
shall call 1-800-432-4770 48 hours prior to commencing work.
The Contractor shall notify the Project Engineer immediately if
any conflicts occur so that design may be adjusted.
STA 49+00
COUNTRY LAKES
HOLE MONTES
CHARLES L. KREBS, P.E. PE 56835 DATE
ENGINEER OF RECORD
GENERAL NOTES
1. ALL ELEVATIONS REFER TO NORTH AMERICAN VERTICAL DATUM (NAVD) -1988.
2. THE CONTRACTOR MUST COMPLY WITH ALL PROVISIONS OF THE FLORIDA STATUE 556, THE
UNDERGROUND FACILITY DAMAGE PREVENTION AND SAFETY ACT, AND LEE COUNTY UTILITIES
OPERATIONS/DESIGN MANUAL. IN THE EVENT OF CONFLICT BETWEEN THE ACT AND THE MANUAL, THE
MORE STRINGENT REQUIREMENT SHALL APPLY.
3. IT IS THE CONTRACTOR RESPONSIBILITY:
A. TO REPLACE ANY EXISTING LANDSCAPING (I.E. SOD, BUSHES, TREES, ETC.) AND SPRINKLER PIPE,
SPINKLER HEADS, FENCING AND ALL IDENTIFIED IMPROVEMENTS THAT MAY HAVE BEEN REMOVED
OR HAVE BEEN DAMAGED OR INJURED DURING CONSTRUCTION.
B. TO REPLACE OR REPAIR ANY DAMAGE PROPERTY OR IMPROVEMENTS TO A CONDITION EQUAL TO
OR BETTER THAN EXISTED PRIOR TO CONSTRUCTION.
4. ROADWAYS, DRIVEWAYS, SIDEWALKS AND OTHER EXISTING RIGHT-OF-WAY IMPROVEMENTS DAMAGED
DURING CONSTRUCTION SHALL BE RESTORED AS SPECIFIED BY THE LEE COUNTY UTILITIES
OPERATIONS/DESIGN MANUAL AND TO THE SATISFACTION OF THE ENGINEER AND FDOT / LCDOT.
5. THE FOLLOWING WORK SHALL BE DONE AT THE EXPENSE OF THE CONTRACTOR:
A. DAMAGE TO EXISTING UTILITIES AND PROPERTY DURING CONSTRUCTION SHALL BE REPAIRED
AND/OR REPLACED AT CONTRACTOR EXPENSE.
B. ANY PRIVATE PROPERTY ENCROACHMENTS SHALL BE RESTORED EQUAL TO PRECONSTRUCTION
CONDITIONS OR BETTER AND TO THE SATISFACTION OF THE ENGINEER , FDOT AND LCDOT.
C. TRAFFIC SIGNAL SYSTEM, TRAFFIC LOOPS, INTERCONNECT CABLES AND STREET LIGHING SYSTMS
SHALL BE MAINTAINED AT ALL TIMES. IF ANY CABLES OR SYSTEMS ARE CUT OR DAMAGED AS A
RESULT OF SUBJECT PROJECT AS DETERMINED BY THE COUNTY, THE CABLES OR SYSTEMS SHALL
BE REPAIRED IMMEDIATELY BY FDOT/LEE COUNTY APPROVED CONTRACTOR. ALL NECESSARY
REPAIRS SHALL BE PERFORMED TO APPLICABLE FDOT AND LEE COUNTY TRANSPORTATION
STANDARDS.
D. ALL CONCRETE DRIVEWAYS IMPACTED SHALL BE RESTORED FROM THE EDGE OF PAVEMENT TO THE
FIRST CONTROL JOINT.
6. CONTRACTOR SHALL MAINTAIN 10' MINIMUM CLEARANCE FROM ANY ENERGIZED POWER CONDUCTOR.
SPECIFICATIONS
1. ALL WORK SHALL CONFORM TO:
A. THE LATEST REVISION OF THE LEE COUNTY UTILITIES (LCU) OPERATIONS/DESIGN MANUAL, WHICH IS
ON FILE AT THE DIVISION OF LEE COUNTY UTILITIES OFFICE (1500 MONROE STREET, P.O. BOX 398,
FORT MYERS, FLORIDA 33902), THE LEE COUNTY LAND DEVELOPMENT CODE AND TO THE LATEST
EDITION OF THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD SPECIFICATIONS
FOR ROAD AND BRIDGE CONSTRUCTION AND SUPPLEMENTS THERETO.
B. IN THE EVENT CONFLICT BETWEEN LEE COUNTY UTILITIES OPERATIONS/DESIGN MANUAL AND THE
FDOT STANDARD SPECIFICATIONS, THE MORE STRINGENT REQUIREMENTS SHALL CONTROL AS
DETERMINE BY THE LCU AND FDOT.
2. ANY QUANTITIES SHOWN ON PLANS ARE NOT VERIFIED BY LCU.
3. AT THE SITE KEEP AND MAINTAIN ONE RECORD COPY OF ALL CONTRACT DOCUMENTS, REFERENCE
DOCUMENTS AND ALL TECHNICAL DOCUMENTS SUBMITTED IN GOOD ORDER. AS THE WORK
PROGRESSES, THE ENGINEER OR HIS DESIGNATED REPRESENTATIVE SHALL RECORD ON ONE SET OF
REPRODUCIBLE DRAWINGS ALL CHANGES IN VERTICAL AND HORIZONTAL ALIGNMENT BY OFFSETS AND
TIES AT EACH SEWER, WATER, ELECTRICAL, GAS, COMMUNICATION AND OTHER SERVICES BY OFF-SET
DISTANCEES TO PERMANENT IMPROVEMENTS SUCH AS BUILDING AND CURBS.
A. THESE RECORD DRAWINGS MUST BE CERTIFIED BY A FLORIDA PROFESSIONAL ENGINEER, WHO
PREPARED, SIGNS AND SEALS THESE PLANS. RECORD DRAWINGS SHALL INCLUDE VERTICAL AND
HORIZONTAL ALIGNMENT OF ALL WATER, SEWER, AND EFFLUENT REUSE LINES, VALVES, TEES,
BENDS, REDUCERS, HYDRANTS, PUMP STATIONS, SERVICE CONNECTIONS, METER BOXES, AND/OR
PADS AND OTHER PERTINENT STRUCTURES. PIPELINE RUNS IN EXCESS OF 100 FT, WITHOUT
FITTINGS SHALL INCLUDE VERTICAL ALIGNMENT INFORMATION AT 100 FT INTERVALS. SAID
ALIGNMENT SHALL BE TIED TO PERMANENT IMPROVEMENTS, SUCH AS ROADWAY AND/OR RAILROAD
CENTERLINES AND RIGHTS-OF-WAY, BUILDING AND PROPERTY CORNERS, AND SHALL BE CERTIFIED
BY A PROFESSIONAL LAND SURVEYOR, LICENSED IN THE STATE OF FLORIDA. THE PROFESSIONAL
LAND SURVEYOR CAN COORDINATE WITH THE CONTRACTOR TO INSTALL THE NECESSARY
APPURTENANCES ON BURIED UTILITIES TO FACILITATE THE SURVEY AFTER CONSTRUCTION IS
COMPLETED. ADDITIONALLY, PROPERTY STRAP NUMBERS AND STREET NAMES SHALL BE SHOWN ON
THE PLANS.
B. ON A CASE BY CASE BASIS, LEE COUNTY UTILITIES MAY WAIVE THE REQUIREMENTS FOR
CERTIFICATION BY A PROFESSIONAL LAND SURVEYOR, LICENSED IN THE STATE OF FLORDIA.
HOWEVER, PRIOR CONSENT MUST FIRST BE OBTAINED FROM LEE COUNTY UTILITIES. THE COUNTY
SHALL WITHHOLD FINAL ACCEPTANCE OF THE PROJECT UNTIL THE REQUIREMENT FOR RECORD
DRAWINGS AND RELATED RECORDS HAS BEEN MET. RECORD DRAWINGS WITHOUT DETAILED FIELD
VERIFIED HORIZONTAL AND VERTICAL LOCATIONS OF ALL FACILITIES WILL BE REJECTED.
4. A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH LCU, THE CONTRACTOR AND THE ENGINEER
BEFORE WORK MAY BEGIN. A PRE-CONSTRUCTION SITE CONDITIONS VIDEO IS REQUIRED BEFORE
WORK MAY BEGIN. LEE COUNTY UTILITIES SHALL BE NOTIFIED 48 HOURS PRIOR TO PROJECT
MOBILIZATION.
5. ALL WORK AND MATERIALS, WHICH DO NOT CONFORM TO LCU OPERATIONAL MANUAL AND FDOT
STANDARD SPECIFICATIONS, ARE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S
EXPENSE.
6. ANY WORK PERFORMED WITHOUT THE KNOWLEDGE OF LCU IS SUBJECT TO RE-EXCAVATION, REMOVAL
AND REPLACEMENT OF SAME TO BE DONE AT THE CONTRACTOR'S EXPENSE.
7. THE CONTRACTOR SHALL PROVIDE SUFFICIENT PERSONNEL AND EQUIPMENT ON THE JOB AT ALL TIMES
DURING CONSTRUCTION TO SATISFY THE SPECIFICATIONS AND TO COMPLETE THE WORK.
8. LCU INSPECTION STAFF MAY OBSERVE PROJECT CONSTRUCTION.
9. CONTRACTOR SHALL VERIFY ALL QUANTITIES SHOWN ON THE PLANS. IF ANY DISCREPANCIES IN
QUANTITIES ARE FOUND, THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND LCU.
10. ALL REGULATORY AND PERMITTING AGENCIES' REQUIREMENTS SHALL BE COMPLIED WITH.
11. APPROPRIATE TURBIDITY CONTROL DEVICES (E.G. SILT FENCES, HAYBAILS) WILL BE UTILIZED DURING
ALL PHASES OF INSTALLATION AND GRADING. CONTRACTOR IS RESPONSIBLE FOR SUBMITTING THE
NOTICE OF INTENT AND NOTICE OF TERMINATION OF THE EPA IN COMPLIANCE WITH LEE COUNTY'S
NPDES PERMIT. CONTRACTOR IS RESPONSIBLE FOR DEVELOPING AND MAINTAINING AN EFFECTIVE
STORM WATER POLLUTION PREVENTION PLAN.
12. IN THE EVENT THAT HARD LIMESTONE FORMATION IS ENCOUNTERED, MAKING IT IMPOSSIBLE TO
EXCAVATE TO THE DEPTH REQUIRED UNDER THIS CONTRACT, THE CONTRACTOR MAY BE ALLOWED TO
REDUCE THE PIPE COVER TO NOT LESS THAN TWO (2) FEET, WHILE MAINTAINING THE LCU REQUIRED
THICKNESS OF BEDDING UNDER THE PIPE. SUCH DEVIATION FROM THE PLANS MUST FIRST BE
APPROVED BY LCU AND THE ENGINEER PRIOR TO THE LAYING OF THE PIPE. IF TWO FEET OF COVER OR
MORE CAN NOT BE ATTAINED, THE CONTRACTOR SHALL PROVIDE ANOTHER METHOD OF
CONSTRUCTION OR PIPE PROTECTION, WHICH SHALL FIRST BE APPROVED BY LCU AND THE ENGINEER,
AT NO ADDITIONAL COST TO THE COUNTY.
MINIMUM DEPTH MUST BE MAINTAINED WITHIN FDOT R/W AS DETERMINED BY THE FDOT UAM. ANY
CHANGES TO THE APPROVED FDOT UTILITY PERMIT MUST BE APPROVED BY THE FDOT UTIITIES OFFICE
IN ADVANCE.
13. LOCATIONS, ELEVATION AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES
ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME PREPARATION OF THESE
PLANS, BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. PRIOR TO CONSTRUCTION, THE
CONTRACTOR SHALL VERIFY AND BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES, WHICH MIGHT
BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES,
STRUCTURES AND OTHER FEATURES AFFECTING HIS WORK. ANYTHING NOT SHOWN ON THESE
DRAWINGS SHOULD BE BROUGHT TO ATTENTION OF THE ENGINEER AND SHALL NOT CONSTITUTE AN
EXTRA, UNLESS APPROVED BY THE ENGINEER.
14. THE CONTRACTOR SHALL CONTACT THE ENGINEER AND LCU IMMEDIATELY CONCERNING ANY
CONFLICTS WITH LCU UTILITIES/STRUCTURES ARISING DURING CONSTRUCTION OF ANY FACILITIES
SHOWN ON THESE DRAWINGS.
15. TRAFFIC MUST BE MAINTAINED AT ALL TIMES AS PER LEE COUNTY DEPARTMENT OF TRANSPORTATION
(LCDOT) AND PER FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) STANDARD SPECIFICATIONS FOR
ROAD AND BRIDGE CONSTRUCTION, LASTEST EDITION.
16. THE CONTRACTOR SHALL VERIFY ALL UTILITIES AND PROVIDE AT LEAST 48 HOURS NOTICE TO THE
INDIVIDUAL UTILITY COMPANIES AND FDOT AND LCDOT PRIOR TO CONSTRUCTION.
17. THE CONTRACTOR SHALL REPLACE ALL PAVEMENT, CURB, DRIVEWAY, SIDEWALKS, FENCES, ETC., WITH
THE SAME TYPE OF MATERIAL THAT WAS REMOVED DURING CONSTRUCTION OR AS DIRECTED BY THE
ENGINEER AND FDOT. THE CONTRACTOR SHALL RESTORE ALL AREAS AFFECTED BY THE
CONSTRUCTION TO THE ORIGINAL CONDITION, OR BETTER.
18. WITHIN THE LCDOT RIGHT-OF-WAY, ALL DISTURBED AREAS SHALL BE RECEIVE SODDING MATERIAL IN
ACCORDANCE WITH FDOT SPECIFICATIONS. ALL DISTURBED AREAS WITHIN THE FDOT RIGHT-OF-WAY
SHALL BE SODDED IN ACCORDANCE WITH FDOT SPECIFICATIONS. THOSE AREAS THAT ARE CLASSIFIED
AS DRAINAGE DITCHES SHALL RECEIVE FULL SOLID SOD.
19. THE INFORMATION PROVIDED IN THESE PLANS IS SOLELY TO ASSIST THE CONTRACTOR IN ASSESSING
THE NATURE AND EXTENT OF CONDITIONS, WHICH MAY BE ENCOUNTERED DURING THE COURSE OF
WORK. ALL CONTRACTORS ARE DIRECTED, PRIOR TO BIDDING, TO CONDUCT WHATEVER
INVESTIGATIONS THEY MAY DEEM NECESSARY TO ARRIVE AT THEIR OWN CONCLUSION REGARDING THE
ACTUAL CONDITIONS THAT WILL BE ENCOUNTERED, AND UPON THEIR BIDS WILL BE BASED.
20. ALL FRAMES, COVER VALVES BOXES, METER BOXES AND MANHOLES SHALL BE ADJUSTED TO FINISHED
GRADE UPON COMPLETION OF PAVING OR RELATED CONSTRUCTION. ALL VALVE PADS SHALL BE
POURED IN PLACE. NO PRE-FORMED VALVE PADS ARE ALLOWED.
SPECIAL PROJECT REQUIREMENTS AND NOTES
1. SPECIAL ATTENTION SHALL BE PAID TO SECTIONS 5, 6 AND 13 IN THE LEE COUNTY UTILITIES
OPERATIONS/DESIGN MANUAL AND SPECIFICALLY TO:
A. UNLESS OTHERWISE NOTED, PIPE INSTALLATION METHOD WILL BE OPEN CUT.
B. PIPE TRENCH AS REQUIRED BY SECTION 6 STANDARD DETAIL 6.5 OF THE LEE COUNTY UTILITIES
OPERATIONS/DESIGN MANUAL.
C. WATER SERVICE INSTALLATION AS REQUIRED BY SECTION 6 STANDARD DETAIL 6.17.
D. CONNECTION OF THE NEW WATER MAIN INTO THE EXISTING AS REQUIRED BY SECTION 5.2D.
E. ARVs SHALL BE FIELD LOCATED AS CLOSE TO RIGHT-OF-WAY OR EASEMENT LINE AS POSSIBLE AS
SHOWN ON DETAIL 6.4.
F. FLUSH, PRESSURE TEST AND THEN DISINFECTING THE ENTIRE PIPING SYSTEM AS IN SECTION 5.2G
AND SECTION 13 (TECHNICAL SPECIFICATIONS 02675 AND 02676). DISINFECT, SAMPLE AND OBTAIN
BACTERIOLOGICAL CLEARANCE FOR THE NEW WATER MAIN AND TEMPORARY WATER LINE BEFORE
MAKING SERVICE CONNECTIONS AND HYDRANT CONNECTIONS.
G. OPEN ROADWAY CUTS SHALL MEET:
1) THE REQUIREMENTS IN SECTION 13 TECHNICAL SPECIFICATIONS 02230 IN THE THE LEE COUNTY
UTILITIES OPERATIONS/DESIGN MANUAL.
2) THE CONSTRUCTION RESTRICTIONS LISTED IN ITEMS 10 AND 11, BELOW.
H. DIRECTIONAL DRILLING
1) THE REQUIREMENTS IN SECTION 13 TECHNICAL SPECIFICATIONS 02300 DIRECTIONAL DRILLING.
I. PIPE JOINTS SHALL BE RESTRAINED AS REQUIRED BY SECTION 6 STANDARD DETAIL NO. 6.12.
2. THE CONTRACTOR IS REQUIRED TO SUBMIT MOT PLANS FOR REVIEW AND APPROVAL BY LEE COUNTY
DOT AND THE ENGINEER PRIOR TO CONSTRUCTION. FOR WORK WITHIN FDOT R/W AN MOT PLAN MUST
BE SUBMITTED TO THE FDOT UTILITIES OFFICE FOR THEIR REVIEW AND APPROVAL AS PART OF THE
PERMIT PACKAGE. MOT PLANS SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF THE FDOT
DESIGN STANDARDS AND INDEX NO. 612. MAINTENANCE OF TRAFFIC TO BE SUBMITTED BY SOMEONE
THAT HOLDS THE NEW WORK ZONE TRAFFIC CONTROL ADVANCED TRAINING CERTIFICATION. ALL
WORK ZONES TO BE SET UP AND MAINTAINED BY SOMEONE THAT HAS THE WORK ZONE TRAFFIC
CONTROL INTERMEDIATE LEVEL TRAINING. THIS IS REQUIRED AS OF JANUARY 2002.
3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A ROW PERMIT FROM LEE COUNTY DOT. THE
ENGINEER SHALL BE RESPONSIBLE FOR OBTAINING A ROW PERMIT FROM FDOT. (FDOT PERMIT
#13H192-132)
4. THE CONTRACTOR MUST MAINTAIN EXISTING ACCESS POINTS TO ALL PROPERTIES.
5. SAWCUT CONCRETE OR ASPHALT DRIVEWAYS AS REQUIRED FOR CONSTRUCTION. REPLACE AS
REQUIRED FOR A SMOOTH CONNECTION.
6. CONTRACTOR IS RESPONSIBLE FOR OBTAINING A CONSTRUCTION DEWATERING PERMIT FOR UTILITIES
CONSTRUCTION AS REQUIRED BY S.F.W.M.D.
7. THE DISPOSAL OF ALL EXCAVATED MATERIAL IN EXCESS OF THE NEEDS FOR BACKFILL SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR. ALL EXCESS MATERIAL IS THE PROPERTY OF THE
CONTRACTOR.
8. ANY SIDEWALK DAMAGED DURING CONSTRUCTION WILL BE RESTORED TO PRECONSTRUCTION
CONDITION OR BETTER.
9. ALL DRAINAGE SHALL BE MAINTAINED DURING CONSTRUCTION.
10. TICE STREET WATER MAIN CONSTRUCTION
A. WITHIN THE FDOT I-75 RIGHT OF WAY, A 14" HDPE WATER MAIN (CARRIER PIPE) SHALL BE INSTALLED
WITHIN A 24" HDPE CASING. THE CASING SHALL BE INSTALLED BY MEANS OF DIRECTIONAL DRILLING.
THE DIRECTIONAL DRILL SHALL PROCEED FROM THE EAST SIDE OF THE RIGHT OF WAY TO THE
WEST.
B. CONTRACTOR TO FIELD LOCATE AND VERIFY EXISTING 18" CASING UNDER I-75. CASING TO BE ABANDONED INPLACE, GROUT FILLED AND CAPPED.
C. AREAS OF PAVEMENT THAT ARE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED WITH
THE STANDARD DETAIL ON SHEET 19 OF THE DRAWINGS.
D. CONTRACTOR IS HEREBY NOTIFIED OF THE PRESENCE OF ASBESTOS CEMENT (AC) PIPE FROM WEST
OF DETAR LANE TO LEXINGTON. AC PIPE IN THIS LOCATION SHALL BE CUT AND CAPPED, GROUT
FILLED AND ABANDONED IN PLACE.
E. ALL FEDERAL AND STATE CODES, RULES AND REGULATIONS SHALL BE ADHERED TO WITH RESPECT
TO WORKING ON AND/OR THE DISPOSAL OF THE AC PIPE.
11. COUNTRY LAKES ROAD WATER MAIN CONSTRUCTION
A. CONSTRUCTION OF NEW WATER MAIN ACROSS THE ACCESS TO SUGARMILL SPRINGS SHALL BE
CONDUCTED SUCH THAT INGRESS AND EGRESS TO SUGARMILL SPRINGS IS MAINTAINED AT ALL
TIMES.
B. AREAS OF PAVEMENT THAT ARE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED WITH
THE STANDARD DETAIL ON SHEET 18 OF THE DRAWINGS.
C. ALL MOT PLANS FOR LANE CLOSURES MUST BE APPROVED BY LEE COUNTY DOT PRIOR TO
IMPLEMENTATION.
D. WATER MAIN INSTALLATION WILL BE WITHIN EXISTING OR BOOK 2130 PG 3551 UTILITY "BLANKET"
EASEMENT.
TICE STREET - 12" WATER MAIN
6200 Whiskey Creek Dr.
Fort Myers, FL. 33919
Phone: (239) 985-1200
Florida Certificate of
Authorization No.1772
GENERAL NOTES
SPECIFICATIONS (CONT.) SPECIAL PROJECT REQUIREMENT AND NOTES (CONT.)
TICE STREET
6200 Whiskey Creek Dr.
Fort Myers, FL. 33919
Phone: (239) 985-1203
Florida Certificate of
Authorization No.1772
SYMBOLS AND ABBREVIATIONS
IN
TE
R
ST
AT
E I-75
TICE STREET
LE
XIN
GT
ON
DE
TA
R LA
NE
TICE STREET
CO
UN
TR
Y LA
KE
S D
R
LEXINGTON COMMERCE CENTER
FDOT
SUGARMILL SPRINGS MOBILE HOME CONDO
LE
E C
OU
NT
Y S
CH
OO
L B
OA
RD
SHR TICE STREET LLC
START PROJECT
END PROJECT
SHEET 7SHEET 8
SHEET 9 SHEET 10
SHEET 11
SHEET 12SHEET 13
SH
EE
T 14
SH
EE
T 15
SH
EE
T 16
TICE STREET
6200 Whiskey Creek Dr.
Fort Myers, FL. 33919
Phone: (239) 985-1203
Florida Certificate of
Authorization No.1772
AERIAL PHOTO AND KEY SHEET
Detar Lane - 50' R
OW
IN
TE
R
ST
AT
E I-75
TICE STREET
LE
XIN
GT
ON
A
VE
TICE STREET
DE
TA
R LA
NE
LEXINGTON COMMERCE CENTER
GOODWILL
FDOT
SUGARMILL SPRINGS MOBILE HOME CONDO
LE
E C
OU
NT
Y S
CH
OO
L B
OA
RD
SHR TICE STREET LLCC
OU
NT
RY
LA
KE
S D
R.
EXIST. 4" F.M. (PVC)
EX. F.H.
EXIST. 12" W.M. (D.I.P.)
EXIST. 6" W.M.
EXIST. 8" W.M. (PVC)
EXIST. LIFT STATION
EXIST. 8" G.V.
EXIST. 6" PLUG - EAST
EXIST. 8" TEE
2 - 8" G.V.
EXIST. 12" W.M.
EXIST. 10" W.M. (D.I.P.)
EXIST. 18" W.M. (HDPE)
EXIST. 10" W.M. (PVC DR-18) TO REMAIN
EXIST. 10" G.V.
EXIST. 10" W.M. (PVC DR-18)
CONNECT TO EXIST. 10" W.M. W/
10"X10" TAPPING SLEEVE & VALVE
END PROJECT
CONNECT TO EXIST. 8" W.M. W/
8" G.V. RMJ
TEMP. CONST. JUMPER
BACT. SAMPLE POINT
CONNECT TO EXIST. 10" W.M. W/
10"X10" TAPPING SLEEVE & VALVE
BEGIN PROP. 12" D.I.P. W.M.
CONNECT TO PROP. 12" G.V.
TEMP. CONST. JUMPER
BACT. SAMPLE POINT
CONNECT TO EXIST. 8" W.M.
INSTALL JOINT RESTRAINTS TO EXIST. VALVE
TEMP. CONST. JUMPER
BACT. SAMPLE POINT
TO BE REMOVED
GROUT FILL 618 LF - EXIST. 6" A.C. MAIN
ABANDON IN PLACE
EXIST. 560 LF - 2" HDPE SERVICE
ABANDON IN PLACE, CAP ENDS
PROP. 1,462 LF - 12" W.M. (D.I.P.)
L
O
N
G
L
E
A
F
D
R
.
F
P
L
/
D
R
A
I
N
A
G
E
E
A
S
E
M
E
N
T
F.H.
BEGIN PROJECT
ABANDON 6" WATER MAIN IN
PLACE, GROUT AND CAP
PROP. 526 LF - 14" W.M. (HDPE DR-11)
DIRECTIONAL DRILL 24" CASING
UNDER I-75 R.O.W. 300" MIN. DEPTH
PROP. 1,234 LF - 12" W.M. (D.I.P.)
F.H.
F.H.
F.H.
F.H.
F.H. F.H.
F.H.
F.H.
EXIST. 10"X2" T.S.V.
TO BE REMOVED
PROP. 221 LF 12" W.M. (HDPE
DR-11) DIRECTIONAL DRILL UNDER
CULVERTS
PROP. 754 LF - 10" W.M. (PVC)
EXIST. FH
(TO BE REMOVED)
CONNECT TO EXISTING 2"
HDPE WATER SERVICE
12"X2" TAPPING SADDLE
2" CORP. STOP
(CONNECT TO EXIST. METER)
PROPOSED 24 LF - 2" HDPE
POLYTUBE SERVICE
EXIST. 2" SERVICE (HDPE)
(TO REMAIN)
EX. F.H.
5+00
10+00
15+00
20+00
25+00
30+00
35+00
40+00
45+00
50+00
0+
00
5+
00
10
+0
0
15
+0
0
SUE-1
SUE-2
SUE-3
SUE-4
SUE-5
SUE-6
SUE-7
EXIST. 8"
W.M. (D.I.)
EXIST. 12" TEE W/ 12"
G.V. (S)
& PLUG (E)
PROP. 486 LF 10" W.M. (D.I.P)
EX. F.H.
SUE-8
ABANDON IN PLACE/GROUT FILL
APPROX. 324 LF - EXIST. 18" STEEL
CASING.
PROP. 15 LF - 8" W.M. (D.I.P.)
CONTRACTOR TO FIELD
LOCATE/VERIFY 2" WATER MAIN
A-9
A-8SPT-7SPT-6
A-5A-4
A-3A-2
A-1
A-10
A-10A
A-10B
A-11
A-12
A-13
A-14
SPT-16
SPT-15
A-17
A-18
A-19
TICE STREET - 12" WATER MAIN
6200 Whiskey Creek Dr.
Fort Myers, FL. 33919
Phone: (239) 985-1203
Florida Certificate of
Authorization No.1772
MASTER UTILITY PLAN
A-11
SPT-7
TICE STREET - UNDERGROUND
6200 Whiskey Creek Dr.
Fort Myers, FL. 33919
Phone: (239) 985-1203
Florida Certificate of
Authorization No.1772
UTILITIES LOCATION INFORMATION
TICE STREET - 12" WATER MAIN
6200 Whiskey Creek Dr.
Fort Myers, FL. 33919
Phone: (239) 985-1200
Florida Certificate of
Authorization No.1772
PLAN & PROFILE: STA 8+75 TO STA 14+50
TICE STREET - 12" WATER MAIN
6200 Whiskey Creek Dr.
Fort Myers, FL. 33919
Phone: (239) 985-1200
Florida Certificate of
Authorization No.1772
PLAN & PROFILE: STA 14+50 TO STA 20+50
TICE STREET - 12" & 14" WATER MAIN
6200 Whiskey Creek Dr.
Fort Myers, FL. 33919
Phone: (239) 985-1200
Florida Certificate of
Authorization No.1772
PLAN & PROFILE: STA 20+50 TO STA 26+50
TICE STREET - 12" & 14" WATER MAIN
6200 Whiskey Creek Dr.
Fort Myers, FL. 33919
Phone: (239) 985-1200
Florida Certificate of
Authorization No.1772
PLAN & PROFILE: STA 26+50 TO STA 32+50
TICE STREET - 12" WATER MAIN
6200 Whiskey Creek Dr.
Fort Myers, FL. 33919
Phone: (239) 985-1200
Florida Certificate of
Authorization No.1772
PLAN & PROFILE: STA 32+50 TO STA 38+50
OPTION 1 - NO ADDITIONAL R.O.W.
TICE STREET - 12" WATER MAIN
6200 Whiskey Creek Dr.
Fort Myers, FL. 33919
Phone: (239) 985-1200
Florida Certificate of
Authorization No.1772
PLAN & PROFILE: STA 38+50 TO STA 44+50
OPTION 1 - NO ADDITIONAL R.O.W.
TICE STREET - 12" WATER MAIN
6200 Whiskey Creek Dr.
Fort Myers, FL. 33919
Phone: (239) 985-1200
Florida Certificate of
Authorization No.1772
PLAN & PROFILE: STA 35+30 TO STA 40+00
COUNTRY LAKES - 10" WATER MAIN
6200 Whiskey Creek Dr.
Fort Myers, FL. 33919
Phone: (239) 985-1200
Florida Certificate of
Authorization No.1772
PLAN & PROFILE: STA 0+00 TO STA 5+50
MA
TC
HL
IN
E - S
TA
5
+5
0 - S
EE
S
HE
ET
1
5
OPTION 1 - NO ADDITIONAL R.O.W.
SEE SHEET 13 FOR CONTINUATION
COUNTRY LAKES - 10" WATER MAIN
6200 Whiskey Creek Dr.
Fort Myers, FL. 33919
Phone: (239) 985-1200
Florida Certificate of
Authorization No.1772
PLAN & PROFILE: STA 5+00 TO STA 11+50
MA
TC
HL
IN
E - S
TA
1
1+
50
- S
EE
S
HE
ET
1
6
MA
TC
HL
IN
E - S
TA
5
+5
0 - S
EE
S
HE
ET
1
4
COUNTRY LAKES - 10" WATER MAIN
6200 Whiskey Creek Dr.
Fort Myers, FL. 33919
Phone: (239) 985-1200
Florida Certificate of
Authorization No.1772
PLAN & PROFILE: STA 11+50 TO STA 17+50
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TICE STREET - 12" WATER MAIN
6200 Whiskey Creek Dr.
Fort Myers, FL. 33919
Phone: (239) 985-1200
Florida Certificate of
Authorization No.1772
DETAILS
TICE STREET - 12" WATER MAIN
DETAILS
6200 Whiskey Creek Dr.
Fort Myers, FL. 33919
Phone: (239) 985-1200
Florida Certificate of
Authorization No.1772
TICE STREET - 12" WATER MAIN
DETAILS
6200 Whiskey Creek Dr.
Fort Myers, FL. 33919
Phone: (239) 985-1200
Florida Certificate of
Authorization No.1772
A
10+00 TO 13+37.05
TICE STREET
B
13+37.05 TO 15+37.06
TICE STREET
C
15+37.06 TO 20+37.05
TICE STREET
30+37.05 TO 36+37.00
TICE STREET - 12" WATER MAIN
TYPICAL CROSS SECTIONS
6200 Whiskey Creek Dr.
Fort Myers, FL. 33919
Phone: (239) 985-1200
Florida Certificate of
Authorization No.1772
D
20+37.05 TO 30+37.05
TICE STREET
E
36+37 TO 49+35
TICE STREET
F
0+00 TO 4+57
COUNTRY LAKES DR.
TICE STREET - 12" WATER MAIN
TYPICAL CROSS SECTIONS
6200 Whiskey Creek Dr.
Fort Myers, FL. 33919
Phone: (239) 985-1200
Florida Certificate of
Authorization No.1772
G
4+66 TO 7+09
COUNTRY LAKES DR.
H
7+11 TO 14+60
COUNTRY LAKES DR.
TICE STREET - 12" WATER MAIN
TYPICAL CROSS SECTIONS
6200 Whiskey Creek Dr.
Fort Myers, FL. 33919
Phone: (239) 985-1200
Florida Certificate of
Authorization No.1772
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LEXINGTON COMMERCE CENTER
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SUGARMILL SPRINGS MOBILE HOME CONDO
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SHR TICE STREET LLC
START PROJECT
END PROJECT WITH
INSTALL SILT FENCE AT OR AS NEAR
TO EXISTING R.O.W / EASEMENT LINE
AS EXIST. VEGETATION WILL ALLOW
TYPICAL
CONTRACTOR TO INSTALL SILT FENCE
AROUND ALL M.E.S. AND CULVERTS
LOCATED WITHIN THE PROJECT AREA
SHOWN OR NOT. TYPICAL
INSTALL FILTER BARRIER IN DRAINAGE WAY
INSTALL FILTER BARRIER IN DRAINAGE WAY
FILTER BARRIER IN
DRAINAGE WAY
INSTALL BEFORE CROSSING
FILTER BARRIER IN
DRAINAGE WAY
TICE STREET - 12" WATER MAIN LOOP
6200 Whiskey Creek Dr.
Fort Myers, FL. 33919
Phone: (239) 985-1203
Florida Certificate of
Authorization No.1772
STORM WATER POLLUTION PREVENTION PLAN
STORMWATER POLLUTION PREVENTION PLAN (SWP3) GENERAL NOTES:
IN ACCORDANCE WITH LEE COUNTY LAND DEVELOPMENT CODE, CHAPTER 14 - ARTICLE VII,
THE STORMWATER POLLUTION PREVENTION PLAN (SWP3) HAS BEEN CREATED TO ENSURE
THAT POLLUTANTS FROM CONSTRUCTION ACTIVITIES WILL NOT ENTER STORMWATER
DISCHARGE FROM THE SITE.
1. CONTRACTOR SHALL ADHERE TO ALL SFWMD PERMIT CONDITIONS AS APPROVED
BY SOUTH FLORIDA WATER MANAGEMENT DISTRICT.
2. CONTRACTOR SHALL HAVE ON PREMISES A COPY OF THE SWP3 DURING THE COURSE
OF CONSTRUCTION.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF POLLUTION
PREVENTION CONTROLS AND OPERATIONS DURING THE ENTIRE PERIOD OF
CONSTRUCTION.
4. BEST MANAGEMENT PRACTICES (BMP'S) SHALL BE IMPLEMENTED DURING THE
COURSE OF CONSTRUCTION TO ENSURE POLLUTION ABATEMENT OF
STORMWATER DISCHARGE FROM SITE ACTIVITIES, SUCH AS:
GOOD HOUSEKEEPING - SAFE, ORDERLY AND CLEAN ENVIRONMENT SHALL BE
MAINTAINED BY CONTRACTOR. CONTRACTOR SHALL STORE WITH EXTREME
CARE AN Y AND ALL POSSIBLE CONTAMINANTS;
STORMWATER MANAGEMENT PRACTICES - THE STORMWATER MANAGEMENT
SYSTEM IS DESIGNED TO PROVIDE WATER QUALITY TREATMENT PRIOR TO OFF-
SITE DISCHARAGE;
PREVENTATIVE MAINTENANCE - CONTRACTOR SHALL PROVIDE ROUTINE
INSPECTION OF OPERATIONS AND EQUIPMENT TO ENSURE STORMWATER
POLLUTION PREVENTION;
SEDIMENT AND EROSION CONTROL - CONTRACTOR SHALL INSTALL BMP'S TO
PREVENT STORMWATER POLLUTION RESULTING FROM SITE DISCHARGE OF
UNTREATED RUNOFF AND TO CONTROL SITE EROSION;
SPILL PREVENTION AND RESPONSE - CONTRACTOR SHALL IMPLEMENT A SPILL
RESPONSE PLAN WHEN SITE CONTAMINATION OCCURS AND SHALL MONITOR
REFUELING AND EQUIPMENT MAINTENANCE OPERATIONS;
EMPLOYEE TRAINING - CONTRACTOR SHALL BE RESPONSIBLE FOR TRAINING
ALL EMPLOYEES ON DETECTION OF STORMWATER POLLUTION AND RESPONSE
MEASURES;
RECORD KEEPING - CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING
INSPECTION AND MONITORING RECORDS, STORMWATER POLLUTION
PREVENTION PLAN PROCEDURES, AND LIST OF EMERGENCY CONTACT
AGENCIES AND PHONE NUMBERS ON THE PROJECT SITE DURING THE ENTIRE
CONSTRUCTION PERIOD;
5. CONTRACTOR SHALL NOTIFY OWNER AND ENGINEER UPON DETECTION OF
POLLUTION ACTIVITY, SPILL RESPONSE, AND /OR DEVIATION FROM STORMWATER
POLLUTION PREVENTION PLAN.
6. THE STORMWATER POLLUTION PREVENTION PLAN SHALL REMAIN IN COMPLIANCE
BY CONTRACTOR UNTIL ALL CONSTRUCTION SITE ACTIVITIES AND STORMWATER
IMPROVEMENTS HAVE BEEN COMPLETED AND ALL DISTURBED AREAS HAVE BEEN
PROPERLY STABILIZED AND VEGETATED.