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DEVELOPER:
13027
6/7/2016
PROJECT:
DATEREVISIONS
LEE COUNTY
RMS
ESS
ADDRESS:
© C
OPY
RIG
HT
MO
RR
ISD
EPEW
ASS
OC
IATE
S, IN
C. 2
016
ALL
RIG
HTS
RES
ERVE
D
HARVEY B. YOUNGQUIST &TIMOTHY G. YOUNGQUIST T/C
Fort Myers2891 Center Pointe Drive
Unit 100Fort Myers, Florida 33916
(239) 337-3993Fax: (239) 337-3994
Toll free: 866-337-7341
Tallahassee113 South Monroe Street
1st FloorTallahassee, Florida 32301
Toll free: 866-337-7341
Gainesville414 SW 140th Terrace
Suite 100Newberry, FL 32669
(352) 378-3450
Destin495 Grand Boulevard
Suite 206Miramar Beach, FL 32550
Toll free: 866-337-7341
CONSULTANT:
TITLE:
DATE:
JURISDICTION:
DRAWING BY:
PROJECT MANAGER:
SHEET NUMBER:
JOB/FILE NUMBER:
CORKSCREWRANCH
ENGINEERS PLANNERS SURVEYORSLANDSCAPE ARCHITECTS
FL CA NO. 6532 / FL CERT NO. LB6891 / LC26000330
MORRIS
C-G01
CORKSCREW RANCH
SHEET INDEX
DESCRIPTION SHEET NUMBER
FDEP
DO
H
CIVIL ENGINEERING
COVER SHEET C-G01
GENERAL NOTES C-G02
MASTER UTILITY PLAN
DETAILS & CROSS SECTIONS
UTILITY PLANS AND PROFILES
LANDSCAPE ARCHITECTURE
LANDSCAPE PLAN L-101
LANDSCAPE DETAILS LP-501
LANDSCAPE DETAILS LP-502
LP-503
LP-601
LH-501
LH-502
LH-601
SURVEY
BOUNDARY & TOPOGRAPHIC SURVEY 1 of 1
C-1.01
LCU
SFW
MD
LEE
CO
.
N.T.S.SITE LOCATION MAP
N.T.S.SITE VICINITY MAP
WATER & SEWER IMPROVEMENT PLANS
LEE COUNTY, FLORIDASECTION 21, TOWNSHIP 46S, RANGE 26E
STRAP # 21-46-26-02-0000A.00CE
C-1.02 - C-1.11
C-5.01
DRAWING IS NOT VALID WITHOUT AN ORIGINAL SEALAND SIGNATURE BY THE ENGINEER OF RECORD
RYAN M. SHUTEFL PE# 54597
SEAL:
G:\1
3027
- C
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\130
27-0
0 C
onst
ruct
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Plan
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-G01
CO
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SH
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dwg
6/7/
2016
COVER SHEET
PROJECT SITE
PROJECTLOCATION
LCU POTABLE WATER DETAILS C-5.02
LCU SANITARY DETAILS C-5.03
LCU PUMP STATION DETAILS C-5.04
LCU PUMP STATION ELECTRICAL DIAGRAM & NOTES C-5.05
LANDSCAPE DETAILS
LANDSCAPE NOTES & SPECIFICATIONS
HARDSCAPE DETAILS
HARDSCAPE DETAILS
HARDSCAPE NOTES & SPECIFICATIONS
Digitally signed by Ryan M Shute PE 54597 DN: cn=Ryan M Shute PE 54597, o=Morris-Depew Associates, Inc, ou, [email protected], c=US Date: 2016.06.07 08:51:50 -04'00'
13027
6/7/2016
LEE COUNTY
RMS
ESS
HARVEY B. YOUNGQUIST &TIMOTHY G. YOUNGQUIST T/C
STRAP #21-46-26-02-0000A.00CE
CORKSCREWRANCH
C-G02
GENERAL NOTES
CLIENT:
PROJECT:
DATEREVISIONS
ADDRESS:
Fort Myers2891 Center Pointe Drive
Unit 100Fort Myers, Florida 33916
(239) 337-3993Fax: (239) 337-3994
Toll free: 866-337-7341
Tallahassee113 South Monroe Street
1st FloorTallahassee, Florida 32301
Toll free: 866-337-7341
Gainesville414 SW 140th Terrace
Suite 100Newberry, FL 32669
(352) 378-3450
Destin495 Grand Boulevard
Suite 206Miramar Beach, FL 32550
Toll free: 866-337-7341
CONSULTANT:
TITLE:
DATE:
JURISDICTION:
DRAWING BY:
PROJECT MANAGER:
SHEET NUMBER:
JOB/FILE NUMBER:
ENGINEERS PLANNERS SURVEYORSLANDSCAPE ARCHITECTS
FL CA NO. 6532 / FL CERT NO. LB6891 / LC26000330
MORRIS
G:\1
3027
- C
orks
crew
Ran
ch\D
WG
\130
27-0
0 C
onst
ruct
ion
Plan
s\C
urre
nt P
lans
\130
27-0
1_C
-G02
GEN
ERAL
NO
TES.
dwg
6/7/
2016
© C
OPY
RIG
HT
MO
RR
ISD
EPEW
ASS
OC
IATE
S, IN
C. 2
016
ALL
RIG
HTS
RES
ERVE
D
0
SCALE 1"=20'
201020
DRAWING IS NOT VALID WITHOUT AN ORIGINAL SEALAND SIGNATURE BY THE ENGINEER OF RECORD
RYAN M. SHUTEFL PE# 54597
SEAL:
GENERAL REQUIREMENTS
1. ABBREVIATIONS: UNLESS OTHERWISE SHOWN, ABBREVIATIONS AND SYMBOLS ARE SET OUT IN FDOT STANDARD INDEX 001AND 002.
2. FIELD VERIFY INFORMATION: LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHERFEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF PLANSPREPARATION. PRIOR TO CONSTRUCTION, FIELD VERIFY ALL EXISTING UTILITIES, INCLUDING GAS, WATER, ELECTRIC,COMMUNICATIONS, CABLE TV, SANITARY SEWERS, FORCE MAINS, AND STORM SEWERS ON OR ADJACENT TO THE SITE.
3. COMPLY WITH PERMITS: OBTAIN COPIES OF ALL SITE-RELATED PERMITS AND UTILITY COMPANY REQUIREMENTS. COMPLYWITH ALL PERMIT CONDITIONS AND UTILITY COMPANY REQUIREMENTS. OBTAIN AND PAY FOR ALL CONTRACTOR PERMITSPRIOR TO CONSTRUCTION. SCHEDULE INSPECTIONS IN COMPLIANCE WITH THE REQUIREMENTS OF THE ENGINEER, UTILITYCOMPANIES, AND GOVERNMENT AGENCIES. OBTAIN SUCCESSFUL INSPECTIONS PRIOR TO COVERING OR OTHERWISERESUMING WORK.
4. TEMPORARY ACCESS: PROVIDE AND MAINTAIN ACCESS TO THE SITE FOR THE OWNER AND OTHER CONTRACTORS.
5. TEMPORARY FACILITIES: PROVIDE TEMPORARY TOILETS), OFFICE, AND PARKING AS REQUIRED FOR CONSTRUCTIONACTIVITIES. PROVIDE TEMPORARY WATER, FIRE, ELECTRIC, AND TELEPHONE SERVICE. PROVIDE BARRIERS TO PROTECTTREES AND OTHER FRAGILE SITE FEATURES. PROVIDE SAFETY BARRIERS TO PROTECT INDIVIDUALS AT TRENCHES,EXCAVATIONS, AND OTHER DANGEROUS LOCATIONS.
6. TEMPORARY EROSION CONTROL: PROVIDE EROSION CONTROL IN ACCORDANCE WITH THE EROSION CONTROL PLAN AND INACCORDANCE WITH FDOT STANDARD SPECIFICATION, SECTION 104. UNLESS OTHERWISE SHOWN, PROVIDE SILT SCREENAROUND THE PERIMETER OF DISTURBED SOIL, HAY BALES AT THE DISCHARGE POINT OF ALL FLUMES, SWALES, AND WEIRSAND AT ALL INLETS. INSTALL PRIOR TO BEGINNING CONSTRUCTION AND MAINTAIN UNTIL PROJECT ACCEPTANCE.
7. TEMPORARY SECURITY: PROVIDE FENCING, GUARDS, OR SIMILAR FEATURES TO PROTECT STORED AND INSTALLEDMATERIALS FROM LOSS OR DAMAGE.
8. PROTECT EXISTING WORK: PROTECT ALL ABOVE AND BELOW GROUND FACILITIES FROM CONSTRUCTION DAMAGE. REPAIROR REPLACE DAMAGED FACILITIES TO THE SATISFACTION OF THE ENGINEER AND THE OWNER OF THE FACILITY. PAY ALLFEES AND COSTS ASSOCIATED WITH REPAIR OR REPLACEMENT INCLUDING UTILITIES, INSPECTIONS, RESURVEYS, ANDMATERIAL TESTING.
9. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS (5 COPIES) OF ALL MANUFACTURED ITEMS SUCH AS PRECAST STRUCTURES,PIPES, VALVES, REINFORCING STEEL, AND LIGHTING FIXTURES TO THE ENGINEER FOR APPROVAL PRIOR TO MANUFACTUREOR SHIPMENT. THE ENGINEER WILL REVIEW ONLY FOR GENERAL CONFORMANCE TO THE PLANS AND SPECIFICATIONS ANDWILL NOT REVIEW DIMENSIONS OR OTHER DETAILS. THE ENGINEER MAY REJECT ANY MATERIALS INSTALLED PRIOR TO SHOPDRAWING APPROVAL.
10. RECORD DRAWINGS: PROVIDE RECORD OR "AS BUILT" DRAWINGS PREPARED BY A REGISTERED LAND SURVEYOR INSUFFICIENT DETAIL TO HORIZONTALLY AND VERTICALLY LOCATE ALL CONSTRUCTION.
11. COORDINATE WORK: COORDINATE WITH UTILITY COMPANIES REGARDING THE RELOCATION OR INSTALLATION OF UTILITYFACILITIES. COORDINATE WORK WITH THE OWNER AND OTHER CONTRACTORS. MAINTAIN ACCESS FOR CONTINUINGOPERATIONS AND OCCUPANTS. PROVIDE A WORK SCHEDULE IN A FORMAT ACCEPTABLE TO THE ENGINEER. REVISE THESCHEDULE MONTHLY
12. CONSTRUCTION TESTING: PROVIDE THE SERVICES OF A TESTING LABORATORY ACCEPTABLE TO THE ENGINEER TOPERFORM ALL REQUIRED CONSTRUCTION TESTING. REQUIRE THE TESTING LABORATORY TO FURNISH DIRECTLY TO THEENGINEER TWO (2) COPIES OF ALL REPORTS.
13. COORDINATE INSPECTIONS: COORDINATE ALL REQUIRED INSPECTIONS WITH THE ENGINEER AND ALL APPROPRIATEGOVERNMENT AGENCIES AND UTILITIES. NOTIFY THE ENGINEER 48 HOURS IN ADVANCE OF ANY PLANNED INSPECTION. PAYFOR ALL REQUIRED RETESTING.
14. PROJECT CLOSEOUT: SCHEDULE FINAL INSPECTION WITH ENGINEER AND OWNER AT LEAST 48 HOURS IN ADVANCE.COMPLETE ENGINEER'S PUNCH LIST PRIOR TO RESCHEDULING INSPECTION. ENGINEER MUST RECEIVE COPIES OF ALL TESTREPORTS, RECORD DRAWINGS, EQUIPMENT AND MATERIAL WARRANTEES, AND RELEASES OF LIEN PRIOR TO ISSUANCE OF ACERTIFICATE OF COMPLETION AND RELEASE OF A RECOMMENDATION TO RELEASE RETAINAGE.
15. ADVERSE IMPACTS TO THE GROUNDWATER OR SURFACE WATER SYSTEMS ARE NOT ANTICIPATED. THE SITE CAN BE USEDSAFELY AND FOR BUILDING PURPOSES WITHOUT UNDUE DANGER FROM FLOOD OR ADVERSE SOIL OR FOUNDATIONCONDITIONS AS LONG AS IT IS CONSTRUCTED BASED ON A LICENSED GEO - TECHNICAL ENGINEER'S FOUNDATIONRECOMMENDATION. THE SITE IS NOT LOCATED IN A FLOOD PLAIN OR RIVERAIN AREA THEREFORE, NO ADVERSE IMPACTSARE ANTICIPATED.
16. NOTIFY ENGINEER OF RECORD PRIOR TO COMMENCEMENT OF CONSTRUCTION OF ANY DISCREPANCIES WITH THE PLANS.
17. UNLESS OTHERWISE SPECIFIED, ALL ELEVATIONS ARE BASED ON NAVD 88 DATUM.
18. REFERENCES TO "FDOT SPECIFICATIONS" REFER TO THE CURRENT EDITION OF THE FLORIDA DEPARTMENT OFTRANSPORTATION ROAD AND BRIDGE CONSTRUCTION, UNLESS OTHERWISE NOTED.
19. REFERENCES TO THE "FDOT INDEX" REFER TO THE CURRENT EDITION OF THE FLORIDA DEPARTMENT OF TRANSPORTATIONDESIGN SPECIFICATIONS, UNLESS OTHERWISE NOTED.
SYMBOLS:
UTILITIES
= COUPLING
= 11.25° BEND
= 22.5° BEND
= 45° BEND
= 90° BEND
= TEE
= CROSS
= WYE
= CHECK VALVE
= GATE VALVE
= POST INDICATOR VALVE
= REDUCER
= SINGLE WATER SERVICE
= DOUBLE WATER SERVICE
= FIRE HYDRANT
= FIRE DEPARTMENT CONNECTION
= CLEANOUT
= CLEANOUT (WITH CONC PAD)
= PLUG VALVE
= DOUBLE SEWER SERVICE
= SINGLE SEWER SERVICE (LEFT)
= SINGLE SEWER SERVICE (RIGHT)
= MANHOLE
= POWER POLE
= GUY WIRE AND ANCHOR
DRAINAGE
= FDOT P MANHOLE
= FDOT DITCH BOTTOM INLET
= FDOT MITERED END SECTION
= FLARED END SECTION
= FLUME WITH RIP RAP
= DRAINAGE FLOW ARROW
= UNIFORM SLOPE
MISCELLANEOUS
= FENCE
= SILT FENCE
= EXISTING GRADE TEXT
= PROPOSED GRADE TEXT
GENERAL LEGENDABBREVIATIONS:
BLDG .......BUILDINGBOC .......BACK OF CURB
.......CENTER LINECL .......CENTER LINECMP .......CORRUGATED METAL PIPECO ........SANITARY SEWER CLEANOUTCONC ........CONCRETEDE ........DRAINAGE EASEMENTDIP ........DUCTILE IRON PIPEEIE ........EAST INVERT ELEVATIONELEV ........ELEVATIONEOP ........EDGE OF PAVEMENTEP ........EDGE OF PAVEMENTEOW ........EDGE OF WATERERCP ........ELLIPTICAL REINFORCED CONCRETE PIPEEXIST ........EXISTINGEX ........EXISTINGFFE ........FINISHED FLOOR ELEVATIONFH ........FIRE HYDRANTFL ........FLOW LINEFM ........FORCE MAINFOC ........FACE OF CURBFPL ........FLORIDA POWER & LIGHTGE ........GRATE ELEVATIONGV ........GATE VALVEIE ........INVERT ELEVATIONINV ........INVERTIRRIG ........IRRIGATIONLF ........LINEAR FEETMAX ........MAXIMUMMH ........MANHOLEMIN ........MINIMUMNGVD ........NATIONAL GEODETIC VERTICAL DATUM
NIE ........NORTH INVERT ELEVATION
OE ........OVER ELECTRICPIV ........POST INDICATOR VALVEPV ........PLUG VALVEPL ........PROPERTY LINE
........PROPERTY LINEPP ........POWER POLEPROP ........PROPOSEDPUE ........PUBLIC UTILITY EASEMENTPVC ........POLY VINYL CHLORIDE PIPERCP ........REINFORCED CONCRETE PIPERE ........RIM ELEVATIONRM ........REUSE MAIN
R/W ........RIGHT OF WAYROW ........RIGHT OF WAY
SIE ........SOUTH INVERT ELEVATION
S/W ........SIDEWALKTBR ........TO BE REMOVEDTOB ........TOP OF BANKTOC ........TOP OF CURBTOE ........TOE OF SLOPETOS ........TOP OF SIDEWALKVG ........VALLEY GUTTERWIE ........WEST INVERT ELEVATIONWM ........WATER MAIN
CL
PL
NWIE ........NORTH WEST INVERT ELEVATION
NEIE ........NORTH EAST INVERT ELEVATION
SEIE ........SOUTH EAST INVERT ELEVATION
SWIE ........SOUTH WEST INVERT ELEVATION
S-301 = DRAINAGE STRUCTURE NUMBER
CR-X = CURB RAMP TYPE PER FDOTINDEX 304
=PROPOSED LIGHT LOCATION (SEE PHOTOMETRIC PLAN
SHEETS)
SANITARY SYSTEM
1. PROVIDE PUBLIC AND PRIVATE, GRAVITY SEWERS, FORCEMAINS, PUMP STATIONS, SEPTIC SYSTEMS, AND APPURTENANCES INACCORDANCE WITH THE APPROPRIATE STANDARDS AS SHOWN BELOW.
2. INSTALL PUBLICLY MAINTAINED SANITARY SYSTEM IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE UTILITYHAVING JURISDICTION AND WITH THE APPLICABLE AWWA STANDARDS.
3. INSTALL PRIVATE SANITARY SERVICES FROM MAIN TO WITHIN 5 FT. OF BUILDING IN ACCORDANCE WITH THE STANDARDPLUMBING CODE AND THE REGULATIONS OF THE UTILITY AUTHORITY HAVING JURISDICTION. INSTALL CLEANOUTS ATAPPROPRIATE SPACING IN ACCORDANCE WITH THE STANDARD PLUMBING CODE. TERMINATE WITH A CLEANOUT IF NO OTHERCLEANOUTS ARE REQUIRED.
4. INSTALL THE FOLLOWING MATERIALS FOR PUBLIC AND PRIVATE SYSTEMS UNLESS OTHERWISE SHOWN:
4.1. GRAVITY:4.1.1. PVC (SDR 26).4.1.2. MANHOLES WITH MIN. WALL THICKNESS OF EIGHT INCHES AND A MONOLITHICALLY POURED PRECAST BASE. LINING WILL
CONSIST OF EITHER GU MANHOLE LINER, AGRU (PP-R) LINER, IET COATING, OR SIMILAR SYSTEM.4.1.3. MANHOLE FRAMES, COVERS, AND OTHER ITEMS MUST CONFORM TO ASTM A48, CLASS 30 AND SHALL BE TRAFFIC BEARING.
4.2. FORCEMAIN (NOT INSTALLED UNDER ROADWAYS):4.2.1. PVC AWWA C900, DR18 FOR DIAMETERS 4" - 12".4.2.2. PVC AWWA C905, DR18 FOR DIAMETERS 14" - 24".4.2.3. PVC AWWA C905, DR25 FOR DIAMETERS > 24"
4.3. FORCEMAIN (DIRECTLY BURIED UNDER ROADWAYS):4.3.1. PVC AWWA C900, DR14 FOR DIAMETERS 4" - 12"4.3.2. PVC AWWA C905, DR18 FOR DIAMETERS 12" - 24"4.3.3. PVC AWWA C905, DR25 FOR DIAMETERS > 24"
5. BED ALL PIPES IN SUITABLE MATERIAL COMPACTED TO 98% AND COVER TO AT LEAST 36 IN.
6. PUBLIC AND PRIVATE SYSTEM MANHOLE COVERS, AND OTHER LABELED PARTS MUST BE MARKED "SANITARY" OR ASSPECIFIED BY THE UTILITY COMPANY.
7. INSTALL A METALLIC-BACKED IDENTIFICATION TAPE ONE FOOT BELOW FINISHED GRADE AND 18" ABOVE TOP OF PIPE FOR ALLLINES AND SERVICES. LABEL THE TAPE FOR THE PUBLIC AND PRIVATE SYSTEM "SANITARY SEWER" WITH A PURPLEBACKGROUND.
8. INSTALL UL-LISTED JOINT RESTRAINING DEVICES AT ALL CHANGES IN PIPE DIRECTION.
9. QUALITY ASSURANCE:
9.1. CALL FOR INSPECTION AND OBTAIN APPROVAL OF ENGINEER: BEFORE TO COVERING PIPE.9.2. SUBMIT MATERIAL TEST OR CERTIFICATION: TRENCH BACKFILL DENSITY, PIPE HORIZONTAL AND VERTICAL LOCATION, AND
PRESSURE TEST.9.3. SUBMIT SHOP DRAWINGS: PIPE, VALVES, PUMP STATIONS APPURTENANCES, JOINT RESTRAINTS, METALLIC TAPE, VALVE
BOXES, AND SIMILAR ITEMS.
WATER SYSTEM
1. PROVIDE PUBLIC, PRIVATE, AND FIRE WATER SYSTEM PIPES, VALVES, BACKFLOW PREVENTERS, FIRE HYDRANTS, JOINTRESTRAINTS, AND APPURTENANCES IN ACCORDANCE WITH THE APPROPRIATE STANDARDS AS SHOWN BELOW.
2. INSTALL PUBLIC WATER SYSTEM (INCLUDING REDUCED PRESSURE BACKFLOW PREVENTER AND METER) IN ACCORDANCEWITH THE STANDARD SPECIFICATIONS OF THE UTILITY HAVING JURISDICTION AND WITH THE APPLICABLE AWWA STANDARDS.
3. INSTALL PRIVATE WATER SYSTEM FROM BACKFLOW PREVENTER TO WITHIN 5 FT. OF BUILDING IN ACCORDANCE WITH THESTANDARD PLUMBING CODE AND THE REGULATIONS OF THE UTILITY AUTHORITY HAVING JURISDICTION. TERMINATE WITHGATE VALVE AND VALVE BOX.
4. INSTALL THE FOLLOWING MATERIALS FOR PUBLIC AND PRIVATE SYSTEMS UNLESS OTHERWISE SHOWN:
4.1. PIPE DIA. 3/4 TO 1 IN.: TYPE K COPPER, ASTM B88, SCHEDULE 80.4.2. PIPE DIA. 3/4 TO 2 IN.: POLYETHYLENE TUBING, ENDOPURE PE3408 - ASTM D-3350, ASTM D-2737, AWWA C901-88 (BLUE COLOR).4.3. PIPE DIA. 2 TO 4 IN.: PVC - ASTM D-2241, SCHEDULE 80, CLASS 200.4.4. PIPE DIA. 4 IN. AND LARGER:4.4.1. PVC - AWWA C-900, CLASS 200.4.4.2. DIP - AWWA C-151, CLASS 50 OR 250.
5. INSTALL FIRE SYSTEM FROM THE PUBLIC SYSTEM TO WITHIN 5 FT. OF BUILDING IN ACCORDANCE WITH NFPA 13 AND 24,STANDARD FIRE PREVENTION CODE, THE FIRE AUTHORITY HAVING JURISDICTION, AND THE REGULATIONS OF THE UTILITY.THE FIRE SYSTEM MUST INCLUDE A REDUCED PRESSURE BACKFLOW PREVENTER AT THE CONNECTION TO THE PUBLICSYSTEM AND A CONTROL VALVE AT EACH BUILDING.
6. ALL FIRE SYSTEM MATERIALS MUST BE UL LISTED. INSTALL THE FOLLOWING MATERIALS FOR FIRE SYSTEMS UNLESSOTHERWISE SHOWN:
6.1. PVC - AWWA C900, CLASS 200.6.2. DIP - AWWA C151, CLASS 52.6.3. FIRE HYDRANT ASSEMBLY COMPLYING WITH THE PUBLIC UTILITY SYSTEM REGULATIONS.
7. BED ALL PIPES IN SUITABLE MATERIAL COMPACTED TO 98% FM1-T180, METHOD D AND COVER TO AT LEAST 36 IN UNLESSOTHERWISE INDICATED.
8. INSTALL SUITABLE CONFLICT ASSEMBLIES TO AVOID ALL GRAVITY STORM AND SEWER LINES.
9. PUBLIC AND PRIVATE SYSTEM VALVE BOXES, MANHOLE COVERS, AND OTHER LABELED PARTS MUST BE MARKED "WATER".FIRE SYSTEM PARTS MUST BE MARKED "FIRE". PAINT ALL ABOVE-GROUND PUBLIC AND PRIVATE SYSTEM COMPONENTS WITHTWO COATS OF BLUE EPOXY PAINT. PAINT ALL ABOVE-GROUND FIRE SYSTEM COMPONENTS RED.
10. INSTALL A METALLIC-BACKED IDENTIFICATION TAPE ON TOP OF PIPE AND ONE FOOT BELOW FINISHED GRADE AT ALL LINESAND SERVICES. LABEL THE TAPE FOR THE PUBLIC AND PRIVATE SYSTEM "POTABLE WATER" WITH A BLUE BACKGROUND.LABEL THE TAPE FOR THE FIRE SYSTEM "FIRE" WITH A RED BACKGROUND.
11. INSTALL UL-LISTED JOINT RESTRAINING DEVICES AT ALL CHANGES IN PIPE DIRECTION.
12. QUALITY ASSURANCE:
12.1. CALL FOR INSPECTION AND OBTAIN APPROVAL OF ENGINEER: BEFORE TO COVERING PIPE. FOR FIRE SYSTEM, NOTIFY FIREAUTHORITY HAVING JURISDICTION.
12.2. SUBMIT MATERIAL TEST OR CERTIFICATION: TRENCH BACKFILL DENSITY, PIPE HORIZONTAL AND VERTICAL LOCATION, ANDPRESSURE TEST.
12.3. SUBMIT SHOP DRAWINGS: PIPE, VALVES, REDUCED PRESSURE BACKFLOW PREVENTERS, JOINT RESTRAINTS, METALLICTAPE, VALVE BOXES, AND SIMILAR ITEMS.
Digitally signed by Ryan M Shute PE 54597 DN: cn=Ryan M Shute PE 54597, o=Morris-Depew Associates, Inc, ou, [email protected], c=US Date: 2016.06.07 08:52:18 -04'00'
MAT
CH
LIN
E
LOT # 12 LOT # 11 LOT # 10 LOT # 9 LOT # 8 LOT # 7
LOT # 6 LOT # 5 LOT # 4 LOT # 3
LOT # 2
LOT # 1LOT # 40
LOT # 41 LOT # 42 LOT # 43
LOT # 44 LOT # 45 LOT # 46 LOT # 47 LOT # 43 LOT # 53 LOT # 54
LOT # 49
LOT # 50 LOT # 51
LOT # 52
LOT # 55
LOT # 56
LOT # 57
LOT # 58 LOT # 59
PRO
PERTY LIN
E N 86°32'31" E 745.6830'
PROPERTY LINE N 01°09'16" W 4365.7100'
PROPERTY LINE N 01°09'16" W 4402.8300'
PANTHER ISLAND BLVD.
PANTHER ISLAND BLVD.
CO
RKSC
REW
RO
AD
TUR
TLE
TRAC
KS C
OU
RT
EXISTING PRESERVE
EXISTING LAKE
MAT
CH
LIN
E
LOT # 24 LOT # 21 LOT # 18 LOT # 17 LOT # 16 LOT # 15 LOT # 14 LOT # 13 LOT # 12
LOT # 23
LOT # 22
LOT # 25
LOT # 20
LOT # 21
LOT # 26 LOT # 27
EXISTING PRESERVE
LOT # 28
LOT # 29
LOT # 31
LOT # 30
LOT # 34
LOT # 33
LOT # 32
LOT # 35 LOT # 39
LOT # 38
LOT # 36
LOT # 40
PRO
PER
TY L
INE
N 8
9°23
'42"
E 7
45.1
150'
PROPERTY LINE N 01°09'16" W 4365.7100'
PROPERTY LINE N 01°09'16" W 4402.8300'
PANTHER ISLAND BLVD.
PANTHER ISLAND BLVD.
CAL
VER
AS C
OU
RT
ARIV
ACA
CO
UR
T
EXISTING LAKEEXISTING LAKE
EXISTING PRESERVE
EXISTING PRESERVE
LOT # 37
13027
6/7/2016
LEE COUNTY
RMS
ESS
HARVEY B. YOUNGQUIST &TIMOTHY G. YOUNGQUIST T/C
STRAP #21-46-26-02-0000A.00CE
CORKSCREWRANCH
C-1.01
MASTER UTILITY PLAN
0
SCALE 1"=80'
804080
CLIENT:
PROJECT:
DATEREVISIONS
ADDRESS:
Fort Myers2891 Center Pointe Drive
Unit 100Fort Myers, Florida 33916
(239) 337-3993Fax: (239) 337-3994
Toll free: 866-337-7341
Tallahassee113 South Monroe Street
1st FloorTallahassee, Florida 32301
Toll free: 866-337-7341
Gainesville414 SW 140th Terrace
Suite 100Newberry, FL 32669
(352) 378-3450
Destin495 Grand Boulevard
Suite 206Miramar Beach, FL 32550
Toll free: 866-337-7341
CONSULTANT:
TITLE:
DATE:
JURISDICTION:
DRAWING BY:
PROJECT MANAGER:
SHEET NUMBER:
JOB/FILE NUMBER:
ENGINEERS PLANNERS SURVEYORSLANDSCAPE ARCHITECTS
FL CA NO. 6532 / FL CERT NO. LB6891 / LC26000330
MORRIS
G:\1
3027
- C
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crew
Ran
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WG
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6 AL
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IGH
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ESER
VED
DRAWING IS NOT VALID WITHOUT AN ORIGINAL SEALAND SIGNATURE BY THE ENGINEER OF RECORD
RYAN M. SHUTEFL PE# 54597
SEAL:Digitally signed by Ryan M Shute PE 54597 DN: cn=Ryan M Shute PE 54597, o=Morris-Depew Associates, Inc, ou, [email protected], c=US Date: 2016.06.07 08:53:04 -04'00'
268 LF 8" SAN. SEWER(PVC C-900 DR-18) @0.4% MIN. SLOPE
EXIST. GRADE(VARIES)
8"x6" HYDRANT TEE
4' Ø
MAN
HO
LE
EXIS
T. R
.O.W
.
12" MIN.
8" PVC C-900 DR-18 WATERMAIN (TOP EL. = 18.0')
8"x2" RED.BLOW-OFF
1
RE
22.1
5±
STA:
100
+29.
75
8" DI CL 350CONFLICT ASSEMBLY(SEE LCU. DTL. 6.10)
20LF
EXIST. SWALE(VARIES)
30" M
IN.
CO
VER
IE=17.78
SEWER SERVICE
100+00 101+00 102+0099+35
LOT # 24 LOT # 23 LOT # 22
PANTHER ISLAND BLVD.
EXISTING PRESERVE
EX. 2
4" R
CP
EX. 1
4"x2
3 C
MP
22.17
21.9
21.7
20.6
20.6
21.79
21.76
21.82
21.82
21.76
21.78
21.80
21.75 21
.83 21.92
22.15
22.05
22.00
22.10
EX. DRAIN STRUCT.EX. GRATE = 21.55
EX. INV. N.=19.06
EX. DRAIN STRUCT.EX. GRATE = 21.66
EX. INV. S.=18.19
MATC
H LIN
E
DOUBLE SAN. SERVICE(PVC SDR-26)
8" PVC C-900 DR-18WATER MAIN
8" SAN. SEWER (PVC C-900DR-18) @ 0.4% MIN. SLOPE
MH # 1
EXIST. EOP
(3) 8" MJ 22.5°BENDS
BLOW-OFF (SEE LCUSTANDARD DTL. 6.14)
(4) 8" MJ 45°BENDS
SINGLE WATERSERVICE
8" MJ 45°BEND
8" MJ 22.5°BEND
SINGLE WATERSERVICE
(EXIST. 45' R.O.W.)
SINGLE WATERSERVICE
12" RIBBON CURB
12" RIBBON CURB
FIRE HYDRANTASSEMBLY (SEE LCUSTANDARD DTL. 9.14)
8"x6" HYDRANT TEE8"x2" RED.
8" DI CL 350
20 D.E & P.U.E.
20 D.E & P.U.E.
20 D.E & P.U.E.
116+00
117+00
160+00 161+00 162+00
LOT # 31
LOT # 33
LOT # 32
ARIVACA COURT
LOT # 34
159+35
LOT # 30
PANTH
ER ISLAN
D BLVD
.
18.90
23.323.3
23.223.3
EX. 24"x38"ERCP
EX. MES
EX. INV. =15.40
EX. MESEX. INV. =15.40
21.87
21.7122.09
22.01
22.9
22.8
22.1
22.1
23.2
23.023.0
22.9
22.822.5
22.0
22.1
21.9
21.7
22.3
22.322.2
21.9
21.9
20.8
20.7
20.8
20.8
21.77
21.4721.47
21.7921.74
21.5421.58
21.78
21.63
21.89
21.74
21.70
21.73
21.96
21.79
21.61
21.6621.72
21.41
21.85
22.05
21.93
21.83
DOUBLE SAN. SERVICE(PVC SDR-26)
8" SAN. SEWER (PVC SDR-26)@ 0.4% MIN. SLOPE
MH # 9MH # 24
DOUBLE SAN. SERVICE(PVC SDR-26)
(EXIST. 45' R.O.W.)
12" RIBBON CURB
12" RIBBON CURB
SINGLE WATERSERVICE
DOUBLE WATERSERVICEYDRANT (SEE LCU
NDARD DTL. 9.14)
8" MJ CAP
NGLE WATERSERVICE
(2) 8" MJ 45°BENDS
8"x6"HYDRANT TEE
(2) 8" MJ22.5° BENDS 8" GV
6" SEWER BELOW24"x36" RCP
20 D.E & P.U.E.
20 D.E & P.U.E.
8"x6" HYDRANTTEE
EXIS
T. R
.O.W
.
EXIS
T. R
.O.W
.
EXIST. GRADE(VARIES)
8" PVC C-900 DR-18 WATERMAIN (TOP EL. = 18.0')
221 LF 8" SAN. SEWER(PVC SDR-26) @ 0.4%MIN. SLOPE
IE = 17.13SEWER SERVICE
NIE =10.71SIE =10.71
WIE =16.24
9
RE
= ±
21.9
0ST
A: 1
16+4
2.82
STA:
162
+51.
45
24
RE
21.8
1±
STA:
160
+30.
45
8" MJ CAPEX. 24"x38" ERCP
IE = 15.40
EXIST. SWALE(VARIES)
30" M
IN.
CO
VER
4' Ø
MAN
HO
LE
4' Ø
MAN
HO
LE
8" PVC C-900 DR-18WATER MAIN
6/7/2016
LEE COUNTY
RMS
ESS
HARVEY B. YOUNGQUIST &TIMOTHY G. YOUNGQUIST T/C
STRAP #21-46-26-02-0000A.00CE
CORKSCREWRANCH
C-1.02
PLAN & PROFILEPANTHER ISLAND BOULEVARD
ARIVACA COURT
15
20
25
99+00
0
HORIZONTAL SCALE 1"=30'
301530
VERTICAL SCALE 1"=3'
10
100+00 101+00 102+00159+00 160+00 161+00 162+00
SEE SHEET C
-1.04
15
20
25
10
CLIENT:
PROJECT:
DATEREVISIONS
ADDRESS:
Fort Myers2891 Center Pointe Drive
Unit 100Fort Myers, Florida 33916
(239) 337-3993Fax: (239) 337-3994
Toll free: 866-337-7341
Tallahassee113 South Monroe Street
1st FloorTallahassee, Florida 32301
Toll free: 866-337-7341
Gainesville414 SW 140th Terrace
Suite 100Newberry, FL 32669
(352) 378-3450
Destin495 Grand Boulevard
Suite 206Miramar Beach, FL 32550
Toll free: 866-337-7341
CONSULTANT:
TITLE:
DATE:
JURISDICTION:
DRAWING BY:
PROJECT MANAGER:
SHEET NUMBER:
JOB/FILE NUMBER:
ENGINEERS PLANNERS SURVEYORSLANDSCAPE ARCHITECTS
FL CA NO. 6532 / FL CERT NO. LB6891 / LC26000330
MORRIS
G:\1
3027
- C
orks
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WG
\130
27-0
0 C
onst
ruct
ion
Plan
s\C
urre
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\130
27-0
1_C
-1.0
2 P
LAN
& P
RO
FILE
.dw
g6/
7/20
16©
CO
PYR
IGH
T M
OR
RIS
DEP
EW A
SSO
CIA
TES,
INC
. 201
6 AL
L R
IGH
TS R
ESER
VED
DRAWING IS NOT VALID WITHOUT AN ORIGINAL SEALAND SIGNATURE BY THE ENGINEER OF RECORD
RYAN M. SHUTEFL PE# 54597
SEAL:
Scale: 1" = 800'KEY MAP
SEE SHEET C
-1.03
163+00
15
20
25
10
13027
15
20
25
10
Digitally signed by Ryan M Shute PE 54597 DN: cn=Ryan M Shute PE 54597, o=Morris-Depew Associates, Inc, ou, [email protected], c=US Date: 2016.06.07 08:54:44 -04'00'
EXIST. GRADE(VARIES)
SEWER SERVICE
93 LF 8" SAN. SEWER(PVC SDR-26) @ 0.4%MIN. SLOPE 345 LF 8" SAN. SEWER
(PVC SDR-26) @ 0.4%MIN. SLOPE
97 LF 8" SAN. SEWER(PVC SDR-26) @ 0.4%MIN. SLOPE
SEWER SERVICE
8" SAN. SEWER (PVCSDR-26) @ 0.4% MIN.SLOPE
NIE=16.71
8" SAN. SEWER (PVCSDR-26) @ 0.4% MIN.SLOPE
SIE=16.61 NIE=16.24SIE=16.14
NIE=14.76
SIE=14.66NIE=14.28
SIE=14.18
SEWER SERVICE
8"x6" HYDRANT TEE
SEWER SERVICE
2
RE
21.7
2±
STA:
102
+97.
19
3
RE
21.6
3±
STA:
103
+89.
80
4
RE
21.6
3±
STA:
107
+31.
89
5
RE
21.8
9±
STA:
108
+28.
73
8" PVC C-900 DR-18 WATERMAIN (TOP EL. = 18.0')
8" PVC C-900 DR-18 WATERMAIN (TOP EL. = 18.0')
STA.
OFF
SET:
1.9
4' R
STA.
OFF
SET:
6.0
3' R
STA.
OFF
SET:
6.6
2' R
STA.
OFF
SET:
2.3
3' R
8" PVC C-900 DR-18 WATERMAIN (TOP EL. = 18.0')
4' Ø
MAN
HO
LE
4' Ø
MAN
HO
LE
4' Ø
MAN
HO
LE
4' Ø
MAN
HO
LE
30" M
IN.
CO
VER
102+00
103+00
104+00 105+00 106+00 107+00
108+
00
109+
00
LOT # 25
LOT # 21
LOT # 26
LOT # 27
LOT # 28
PANTHER ISLAND BLVD.
LOT # 22
EXISTING PRESERVE
192+00
191+00
VE
EX. 14 x23 CMP
21.94
21.87
22.17
21.8
21.98
22.0
22.0
21.921
.7
20.6
20.6
20.6
20.6
21.98
21.17
21.93
21.2921
.35
21.70
21.65
21.69
21.97 21
.81
21.78
21.66
21.60 21
.95 22.04
19.5
19.9
20.7
21.5
21.4
21.8
20.7
20.5
20.6
20.6 21
.46
20.47
20.59
20.56
20.57
20.22
21.72
21.71
21.92
21.69
21.61
21.67
21.59
21.64
21.53EX. D
RAIN
STRU
CT.
EX. GR
ATE = 21.55EX. IN
V. N.=19.06
MATCH LINE
MH # 2
DOUBLE SAN. SERVICE(PVC SDR-26)
8" PVC C-900 DR-18WATER MAIN
8" SAN. SEWER (PVCSDR-26) @ 0.4% MIN.SLOPE
SINGLE 4'' SAN.SERVICE (PVC SDR-26)
8" SAN. SEWER (PVCSDR-26) @ 0.4% MIN.SLOPE
MH # 4
8" SAN. SEWER (PVCSDR-26) @ 0.4% MIN.SLOPE
MATCH LINE
MH # 5
8" SAN. SEWER (PVCSDR-26) @ 0.4% MIN.SLOPE
8" SAN. SEWER (PVCSDR-26) @ 0.4% MIN.
SLOPE
DOUBLE SAN. SERVICE(PVC SDR-26)
12" RIBBON CURB (SEEDTL. SHT C-5.01)
DOUBLE WATERSERVICE
FIRE HYDRANT (SEE LCUSTANDARD DTL. 9.14)
8"x6" TEE
SINGLE WATERSERVICE
(2) 8" MJ 22.5°BENDS
12" RIBBON CURB (SEEDTL. SHT C-5.01)
(EXIST. 45' R.O.W.)
SINGLE SAN. SERVICE(PVC SDR-26)
(2) 8" MJ 22.5°BENDS
(2) 8" MJ 22.5°BENDS
8" GV
8" PVC C-900 DR-18WATER MAIN
8"x8" TEE
20' LCU EASEMENT
12'
MIN.
12'MIN.
8" MJ 22.5°BEND
LOT LINE
8" GV
8" GV
20 D.E & P.U.E.
20 D.E & P.U.E.
13027
6/7/2016
LEE COUNTY
RMS
ESS
HARVEY B. YOUNGQUIST &TIMOTHY G. YOUNGQUIST T/C
STRAP #21-46-26-02-0000A.00CE
CORKSCREWRANCH
C-1.03
PLAN & PROFILEPANTHER ISLAND BOULEVARD15
20
25
0
HORIZONTAL SCALE 1"=30'
301530
VERTICAL SCALE 1"=3'
30
10102+00 103+00 104+00 105+00 106+00 107+00 108+00
SEE SHEET C-1.04
SEE SHEET C
-1.04
15
20
25
30
10
CLIENT:
PROJECT:
DATEREVISIONS
ADDRESS:
Fort Myers2891 Center Pointe Drive
Unit 100Fort Myers, Florida 33916
(239) 337-3993Fax: (239) 337-3994
Toll free: 866-337-7341
Tallahassee113 South Monroe Street
1st FloorTallahassee, Florida 32301
Toll free: 866-337-7341
Gainesville414 SW 140th Terrace
Suite 100Newberry, FL 32669
(352) 378-3450
Destin495 Grand Boulevard
Suite 206Miramar Beach, FL 32550
Toll free: 866-337-7341
CONSULTANT:
TITLE:
DATE:
JURISDICTION:
DRAWING BY:
PROJECT MANAGER:
SHEET NUMBER:
JOB/FILE NUMBER:
ENGINEERS PLANNERS SURVEYORSLANDSCAPE ARCHITECTS
FL CA NO. 6532 / FL CERT NO. LB6891 / LC26000330
MORRIS
G:\1
3027
- C
orks
crew
Ran
ch\D
WG
\130
27-0
0 C
onst
ruct
ion
Plan
s\C
urre
nt P
lans
\130
27-0
1_C
-1.0
3 PL
AN &
PR
OFI
LE.d
wg
6/7/
2016
© C
OPY
RIG
HT
MO
RR
ISD
EPEW
ASS
OC
IATE
S, IN
C. 2
016
ALL
RIG
HTS
RES
ERVE
D
DRAWING IS NOT VALID WITHOUT AN ORIGINAL SEALAND SIGNATURE BY THE ENGINEER OF RECORD
RYAN M. SHUTEFL PE# 54597
SEAL:
Scale: 1" = 800'KEY MAP
SEE SHEET C-1.02
109+00
SEE
SH
EET
C-1
.02
Digitally signed by Ryan M Shute PE 54597 DN: cn=Ryan M Shute PE 54597, o=Morris-Depew Associates, Inc, ou, [email protected], c=US Date: 2016.06.07 08:55:10 -04'00'
EXIST. GRADE(VARIES)
93 LF 8" SAN. SEWER(PVC SDR-26) @ 0.4%MIN. SLOPE
SIE=13.16 NIE=12.78NIE=13.26
NIE=11.72
NIE=10.70
SIE=12.68
SIE=11.72
SIE=10.70
230 LF 8" SAN. SEWER(PVC SDR-26) @ 0.4%MIN. SLOPE
240 LF 8" SAN. SEWER(PVC SDR-26) @ 0.4%MIN. SLOPE 255 LF 8" SAN. SEWER
(PVC SDR-26) @ 0.4%MIN. SLOPE
8" SAN. SEWER (PVCSDR-26) @ 0.4% MIN.
SLOPE
SEWER SERVICE SEWER SERVICESEWER SERVICE
SEWER SERVICE
EX. 24"x38" CMPEXIST. IE = 16.60±
EX. 19"x30" CMPEXIST. IE = 17.27
EX. 24"x38" CMPEXIST. IE = 15.40±
12" MIN. VERT.CLEARANCE
12" MIN. VERT.CLEARANCE
12" MIN. VERT.CLEARANCE
8"x6"HYDRANT
TEE
SEWERSERVICE
8" PVC C-900 DR-18 WATERMAIN (TOP EL. = 18.0') 8" DI CL 350
CONFLICT ASSEMBLY(SEE LCU. DTL. 6.10)
8" DI CL 350CONFLICT ASSEMBLY(SEE LCU. DTL. 6.10)8" DI CL 350
CONFLICT ASSEMBLY(SEE LCU. DTL. 6.10)
6
RE
21.7
6±
STA:
110
+56.
65
STA.
OFF
SET:
6.6
8' L
7
RE
22.0
6±
STA:
111
+48.
37
STA.
OFF
SET:
3.2
7' L 8
RE
21.8
4±
STA:
113
+87.
83
9
RE
21.9
0±
STA:
102
+97.
19
20LF
20LF
20LF
4'Ø
DR
OP
MAN
HO
LE
WIE=12.92
4'Ø
MAN
HO
LE
4'Ø
MAN
HO
LE
4'Ø
MAN
HO
LE
30" M
IN.
CO
VER
109+
0011
0+00
111+
00
112+00
113+00
114+00
115+00
116+00
117+00
160+
0016
1+00
162+
00
LOT # 18 LOT # 17 LOT # 16
LOT # 15
LOT # 29
LOT # 30
EXISTING LAKE
PANTHER ISLAND BLVD.LOT # 21
LOT # 20
LOT # 28
LOT # 33
LOT # 34
LOT # 31LOT # 21
18.90
23.323
.3
23.223
.3
EX. 2
4"x3
8"ER
CP
EX. 1
9"x3
0" C
MP
EX. 2
4" C
MP
EX. 19"x30" CMP
EX. 36" CMP
EX. 30" RCP
EX. 24"x38" CMP
EX. DRAIN STRUCT.EX. GRATE = 20.89EX. INV. W.= 17.08EX. INV. SE.=17.13
EX. DRAIN STRUCT.EX. GRATE = 20.88
EX. INV. NW.= 17.41EX. INV. E.=17.45
EX. DRAIN STRUCT.EX. GRATE = 21.06EX. INV. SE.= 16.54
EX. INV. N.=16.65
EX. DRAIN STRUCT.EX. GRATE = 21.08EX. INV. S.= 16.09
EX. INV. NW.=16.65
EX. MESEX. INV. =15.40
21.57
21.2321
.10
21.87
21.71
21.84
21.71
21.88
22.03
22.09
22.01
21.97
22.04
22.03
21.98
22.1
22.1
22.0
22.1
21.9
21.7
21.8
21.5
21.7
22.0
22.3
21.0
20.3
19.4 21
.3
20.519
.7
19.1
20.8
20.1
19.4
21.2
20.519
.6
19.2
20.519
.719.3
20.5
19.8
19.2
21.5
20.9
20.0
19.3
22.6
21.8
21.0
20.2
21.1
20.5
19.7
21.80
22.3
22.2
21.9
21.9
21.5
21.4
21.0
21.0
21.1
21.721
.7
22.1
22.1
22.3
22.0
21.6
21.7
21.2
21.4
23.2
22.3
20.8
20.7
20.8
20.8
20.9
20.8
20.3
20.4
20.2
20.620
.7
21.3
21.2
20.7
20.4
20.3
20.3
22.3
20.3
20.7
21.5
20.6
20.55
20.72
20.76
20.10
22.26
21.73
21.61
21.37
21.88
21.79
22.05
21.60
21.89
21.77
21.47
21.53
21.68
21.82
21.93
21.83
21.64
21.76
21.79 21
.74
21.54
21.58
21.78
21.63
21.89
21.70
21.73
21.96
21.79
21.61
21.66
21.72
21.85
22.05 21
.83
8" PVC C-900 DR-18WATER MAIN
8" SAN. SEWER (PVCSDR-26) @ 0.4% MIN.
SLOPE
SINGLE SAN. SERVICE(PVC SDR-26)
8" SAN. SEWER (PVCSDR-26) @ 0.4% MIN.SLOPE
8" SAN. SEWER (PVCSDR-26) @ 0.4% MIN.SLOPE
8" SAN. SEWER (PVCSDR-26) @ 0.4% MIN.SLOPE
SINGLE SAN. SERVICE(PVC SDR-26)
SINGLE WATERSERVICE
MATC
H LIN
E
MATCH LINE
MH # 6
MH # 7
MH # 8
MH # 9
DOUBLE SAN. SERVICE(PVC SDR-26) SINGLE SAN.
SERVICE (PVCSDR-26)
SINGLE WATERSERVICE
SINGLE WATERSERVICE
SINGLE WATERSERVICE
FIRE HYDRANT (SEE LCUSTANDARD DTL. 9.14)
8"x6" HYDRANT TEE
SINGLE WATERSERVICE
(2) 8" MJ 45°BENDS
(2) 8" MJ 45°BENDS
SINGLE SAN. SERVICE(PVC SDR-26)
(EXIST. 45' R.O.W.)
(2) 8" MJ 45° BENDS
(2) 8" MJ 45° BENDS
8" PVC C-900 DR-18WATER MAIN
SINGLE WATERSERVICE
8" TEE
8" GATE VALVE8" GATE VALVE
12' MIN.
12" RIBBON CURB(TYP.)
12" RIBBON CURB(TYP.)
SINGLE WATERSERVICE
SINGLE SAN. SERVICE(PVC SDR-26)
8" MJ 22.5° BEND
8" MJ 22.5° BEND
8" MJ 22.5° BEND
8" DI CL 350
SINGLE WATERSERVICE
20 D.E & P.U.E.
20 D.E & P.U.E.
13027
6/7/2016
LEE COUNTY
RMS
ESS
HARVEY B. YOUNGQUIST &TIMOTHY G. YOUNGQUIST T/C
STRAP #21-46-26-02-0000A.00CE
CORKSCREWRANCH
C-104
PLAN & PROFILEPANTHER ISLAND BOULEVARD
5
20
25
109+00
0
HORIZONTAL SCALE 1"=30'
301530
VERTICAL SCALE 1"=3'
10
110+00 111+00 112+00 113+00 114+00 115+00 116+00
SEE SHEET C
-1.05
CLIENT:
PROJECT:
DATEREVISIONS
ADDRESS:
Fort Myers2891 Center Pointe Drive
Unit 100Fort Myers, Florida 33916
(239) 337-3993Fax: (239) 337-3994
Toll free: 866-337-7341
Tallahassee113 South Monroe Street
1st FloorTallahassee, Florida 32301
Toll free: 866-337-7341
Gainesville414 SW 140th Terrace
Suite 100Newberry, FL 32669
(352) 378-3450
Destin495 Grand Boulevard
Suite 206Miramar Beach, FL 32550
Toll free: 866-337-7341
CONSULTANT:
TITLE:
DATE:
JURISDICTION:
DRAWING BY:
PROJECT MANAGER:
SHEET NUMBER:
JOB/FILE NUMBER:
ENGINEERS PLANNERS SURVEYORSLANDSCAPE ARCHITECTS
FL CA NO. 6532 / FL CERT NO. LB6891 / LC26000330
MORRIS
G:\1
3027
- C
orks
crew
Ran
ch\D
WG
\130
27-0
0 C
onst
ruct
ion
Plan
s\C
urre
nt P
lans
\130
27-0
1_C
-1.0
4 PL
AN &
PR
OFI
LE.d
wg
6/7/
2016
© C
OPY
RIG
HT
MO
RR
ISD
EPEW
ASS
OC
IATE
S, IN
C. 2
016
ALL
RIG
HTS
RES
ERVE
D
DRAWING IS NOT VALID WITHOUT AN ORIGINAL SEALAND SIGNATURE BY THE ENGINEER OF RECORD
RYAN M. SHUTEFL PE# 54597
SEAL:
Scale: 1" = 800'KEY MAP
SEE
SH
EET
C-1
.05
117+00
15
5
20
25
10
15
SEE
SH
EET
C-1
.03
Digitally signed by Ryan M Shute PE 54597 DN: cn=Ryan M Shute PE 54597, o=Morris-Depew Associates, Inc, ou, [email protected], c=US Date: 2016.06.07 08:55:40 -04'00'
NIE=9.56SIE=9.56
284 LF 8" SAN. SEWER(PVC SDR-26) @ 0.4%MIN. SLOPE
283 LF 8" SAN. SEWER(PVC SDR-26) @ 0.4%
MIN. SLOPE
SEWER SERVICE
8"x6"HYDRANTTEE
EX. 19"x30" CMPEXIST. IE = 16.9512" MIN. VERT.
CLEARANCE
NIE=8.44SIE=8.44
281 LF 8" SAN. SEWER(PVC SDR-26) @ 0.4%MIN. SLOPE
SEWER SERVICE
10
RE
21.6
7±
STA:
119
+26.
83
11
RE
21.8
2±
STA:
122
+07.
48
8" PVC C-900 DR-18 WATERMAIN (TOP EL. = 18.0')
8" PVC C-900 DR-18 WATERMAIN (TOP EL. = 18.0')
8" DI CL 350CONFLICT ASSEMBLY(SEE LCU. DTL. 6.10)20LF
8"x8" TEE
4'Ø
MAN
HO
LE
4'Ø
MAN
HO
LE
30" M
IN.
CO
VER
WIE=12.08
117+00
118+00
119+00
120+00121+00
122+00123+00
124+00
170+
0017
1+00
# 15
LOT # 14 LOT # 13
LOT # 34 LOT # 35
PANTHER ISLAND BLVD.
EXISTING LAKE
LOT # 15
LOT # 39
CAL
VER
AS C
OU
RT
23.3
EX. 2
9"x4
5" C
MP
EX. 1
9"x3
0" C
MP
EX. 2
4" C
MP
EX. 19"x30" CMP
EX. D
RAI
N S
TRU
CT.
EX. G
RAT
E =
20.6
3EX
. IN
V. S
.=15
.67
EX. I
NV.
N.=
15.5
8
EX. DRAIN STRUCT.EX. GRATE = 20.12
EX. INV. SW.= 17.18EX. INV. E.=17.22
EX. DRAIN STRUCT.EX. GRATE= 20.12EX. INV. W.= 16.62EX. INV. NE.=16.72
21.48
21.59
21.55
21.88
21.49
21.84
21.71 21
.83
22.1
2.4
22.6 22
.122. 2
22.1 22 2
21.4
21.6
22.0
21.9
21.2
22.1
22.0
22.0
21.4
20.5
20.5
19.7
19.2
20.7
20.7
20.1
19.3
20.5
20.5
20.2
19.2
20.6
19.7
18.9
20.8
20.9
20.3
19.9
20.9
20.6
20.1
19.5
19.0
20.41
21.6
21.5
21.421
.5
1.9
21.9
21.1
20.9
21.0
21.4
21.3
21.2
19.9
20.1
20.1
20.3
20.320
.2
20.3
20.3
20.5
20.8
20.21
20.21
21.78
20.09
21.68
21.47
21.59
21.33
21.54 21
.57 21.52
21.41
21.39
21.41
21.44
21.49
21.34 21
.50 21.65
21.60
21.39
21.59
21.60
21.53
21.45
21.45
21.50
21.42
21.48
21.40
21.32
21.60
21.46
21.34
21.71
21.71
21.67
21.70
MATC
H LIN
E
MATC
H LIN
E
SINGLE SAN. SERVICE(PVC SDR-26)
8" SAN. SEWER (PVCSDR-26) @ 0.4% MIN.SLOPE
SINGLE SAN. SERVICE(PVC SDR-26)
8" SAN. SEWER (PVCSDR-26) @ 0.4% MIN.
SLOPE8" SAN. SEWER (PVCSDR-26) @ 0.4% MIN.SLOPE
MH # 11
MH # 25
(EXIST. 45' R.O.W.)
12" RIBBON CURB(TYP.)
12" RIBBON CURB(TYP.)
FIRE HYDRANT (SEE LCUSTANDARD DTL. 9.14)
(2) 8" MJ 22.5°BENDS
(2) 8" MJ 22.5°BENDS
SINGLE WATERSERVICE
DOUBLE WATERSERVICE
8" TEE
8" GV
8" PVC C-900 DR-18WATER MAIN
8" PVC C-900 DR-18WATER MAIN
8" GV8"x6" HYDRANT TEE
8" PVC C-900 DR-18WATER MAIN
8" DI CL 350
MH # 10
20 D.E & P.U.E.
20 D.E & P.U.E.
13027
6/7/2016
LEE COUNTY
RMS
ESS
HARVEY B. YOUNGQUIST &TIMOTHY G. YOUNGQUIST T/C
STRAP #21-46-26-02-0000A.00CE
CORKSCREWRANCH
C-1.05
PLAN & PROFILEPANTHER ISLAND BOULEVARD
15
20
25
117+00
0
HORIZONTAL SCALE 1"=30'
301530
VERTICAL SCALE 1"=3'
30
10
118+00 119+00 120+00 121+00 122+00 123+00 124+00
SEE SHEET C
-1.06
15
20
25
30
10
CLIENT:
PROJECT:
DATEREVISIONS
ADDRESS:
Fort Myers2891 Center Pointe Drive
Unit 100Fort Myers, Florida 33916
(239) 337-3993Fax: (239) 337-3994
Toll free: 866-337-7341
Tallahassee113 South Monroe Street
1st FloorTallahassee, Florida 32301
Toll free: 866-337-7341
Gainesville414 SW 140th Terrace
Suite 100Newberry, FL 32669
(352) 378-3450
Destin495 Grand Boulevard
Suite 206Miramar Beach, FL 32550
Toll free: 866-337-7341
CONSULTANT:
TITLE:
DATE:
JURISDICTION:
DRAWING BY:
PROJECT MANAGER:
SHEET NUMBER:
JOB/FILE NUMBER:
ENGINEERS PLANNERS SURVEYORSLANDSCAPE ARCHITECTS
FL CA NO. 6532 / FL CERT NO. LB6891 / LC26000330
MORRIS
G:\1
3027
- C
orks
crew
Ran
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WG
\130
27-0
0 C
onst
ruct
ion
Plan
s\C
urre
nt P
lans
\130
27-0
1_C
-1.0
5 PL
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PR
OFI
LE.d
wg
6/7/
2016
© C
OPY
RIG
HT
MO
RR
ISD
EPEW
ASS
OC
IATE
S, IN
C. 2
016
ALL
RIG
HTS
RES
ERVE
D
DRAWING IS NOT VALID WITHOUT AN ORIGINAL SEALAND SIGNATURE BY THE ENGINEER OF RECORD
RYAN M. SHUTEFL PE# 54597
SEAL:
Scale: 1" = 800'KEY MAP
SEE SHEET C
-1.06
SEE
SH
EET
C-1
.04
55
SEE
SH
EET
C-1
.04
Digitally signed by Ryan M Shute PE 54597 DN: cn=Ryan M Shute PE 54597, o=Morris-Depew Associates, Inc, ou, [email protected], c=US Date: 2016.06.07 08:56:06 -04'00'
SEWER SERVICE
8"x6"HYDRANTTEE
12
RE
21.5
4±
STA:
124
+90.
63
8" PVC C-900 DR-18 WATERMAIN (TOP EL. = 18.0')
6'Ø
MAS
TER
MAN
HO
LE
13
RE
21.7
8±
STA:
127
+80.
534'
Ø M
ANH
OLE
14
RE
21.6
9±
STA:
130
+88.
154'
Ø M
ANH
OLE
8" PVC C-900 DR-18 WATERMAIN (TOP EL. = 18.0')
EXIST. GRADE(VARIES)
EXIST. GRADE(VARIES)
SEWER SERVICE SEWER SERVICE
SEWER SERVICE SEWER SERVICE
NIE=7.30SIE=7.41
WIE=7.20
NIE=8.57SIE=8.67
NIE=9.90SIE=9.90
290 LF 8" SAN. SEWER(PVC SDR-26) @ 0.4%MIN. SLOPE
307 LF 8" SAN. SEWER(PVC SDR-26) @ 0.4%MIN. SLOPE
8" SAN. SEWER (PVCSDR-26) @ 0.4% MIN.
SLOPE
8" SAN. SEWER (PVCSDR-26) @ 0.4% MIN.SLOPE
EX. 12"x18" CMPEXIST. IE = 18.34±
4" DI CL 350CONFLICT ASSEMBLY(SEE LCU. DTL. 6.10)
20LF
EX. 19"x30" CMPEXIST. IE = 17.46±
12" MIN. VERT.CLEARANCE
8" GV4" PVC SANITARYFORCE MAIN (CL 150)(TOP EL. = 17.30') PVC CASING
4" PVC SANITARYFORCE MAIN (CL 150)
(TOP EL. = 17.30')
EXIST. SWALE(VARIES)
4" DI CL 350CONFLICT ASSEMBLY(SEE LCU. DTL. 6.10)
20LF
EX. 19"x30" CMPEXIST. IE = 16.41±
12" MIN. VERT.CLEARANCE
30" M
IN.
CO
VER
124+00
125+00
126+00
127+00128+00
129+00
130+00
131+00132+00
LOT # 12 LOT # 11LOT # 10
LOT # 9
LOT # 39
LOT # 38
LOT # 40 LOT # 41LOT # 42
LOT # 43
PANTHER ISLAND BLVD.
LOT # 13
LOT # 44
22.39
EX. 1
9"x3
0" C
MP
EX. 19"x30" CMP
EX. 24"x38" CMP
EX. 24"x38" CMP
EX. 12"x18" CMP
EX. 30" CMP
EX. DRAIN STRUCT.EX. GRATE = 20.88
EX. INV. NW.= 18.70
EX. DRAIN STRUCT.EX. GRATE = 21.16EX. INV. W.= 17.46EX. INV. SE.=17.51EX. INV. N.=17.48
EX. 1
2"x1
8" C
MP
EX. DRAIN STRUCT.EX. RIM. = 20.32
EX. INV. N.= 16.97INV. S.= 17.37
EX. DRAIN STRUCT.EX. RIM. = 21.32
EX. INV. N.= 17.05INV. S.= 17.17
EX. DRAIN STRUCT.EX. GRATE = 20.84EX. INV. SE.= 17.97
EX. INV. S.=16.89INV. N.=16.76
EX. DRAIN STRUCT.EX. GRATE = 20.88
EX. INV. 18.70
EX. DRAIN STRUCT.EX. RIM. = 21.17
EX. INV. S.= 16.39INV. W.= 16.41EX
. 30"
CM
P
21.61
21.60
21.57
21.58
21.79
21.82
21.78
21.74
22.2
2
22.3
2
22. 2
21.5
21.4
21.6
21.5
21.5 21
.521
.5
21.7 21
.421
.5
21.7
21.9
21.1
21.2
20.2 20
.6
20.5
20.0 20.5
20.4
21.0
20.9
20.4
20.3
20.36
20.17
20.1220
.23
20.29
20.26
21.84
20.52
21.72
21.37
21.42
21.47
21.43
21.52
21.40
21.66
21.44
21.38
21.25
21.48
21.46
21.38
21.51
21.40
21.52
21.45
21.27
EX. 24"x38" CMP
MAT
CH
LIN
E
MAT
CH
LIN
E
8" SAN. SEWER (PVCSDR-26) @ 0.4% MIN.
SLOPE
8" SAN. SEWER (PVCSDR-26) @ 0.4% MIN.SLOPE
SINGLE SAN. SERVICE(PVC SDR-26)
DOUBLE SAN. SERVICE(PVC SDR-26)
DOUBLE SAN. SERVICE(PVC SDR-26)
DOUBLE SAN. SERVICE(PVC SDR-26)
MH # 12
GRINDER PUMP STATION (SEESHT. C-5.04) FOR DETAILS
MH # 13
MH # 14(EXIST. 45' R.O.W.)
20' U.E.
30' U
.E.
30 LF 8" SAN. SEWER(PVC SDR-26) @ 0.4%
MIN. SLOPE
12" RIBBON CURB(TYP.)
12" RIBBON CURB(TYP.)
SINGLE WATERSERVICE
8" PVC C-900 DR-18WATER MAIN
SINGLE WATER SERVICE
SINGLE WATERSERVICE
SINGLE WATERSERVICE
(2) 8" MJ 22.5°BENDS
(2) 8" MJ 22.5° BENDS
DOUBLE WATERSERVICE
FIRE HYDRANT (SEE LCUSTANDARD DTL. 9.14)
8"x6" HYDRANTTEE
SINGLE WATER SERVICE
SINGLE WATER SERVICE
SINGLE WATER SERVICE
4" PVC SAN. FORCEMAIN (CL 150)
SINGLE SAN. SERVICE(PVC SDR-26)
4" PVC SAN. FORCEMAIN (CL 150)
4" PVC SAN. FORCEMAIN (CL 150)
8" SAN. SEWER (PVCSDR-26) @ 0.4% MIN.
SLOPE
8" DI CL350
8" GV
(4) 4" 45° BENDS12" SEPARATION
(4) 4" 45° PVC BENDS
(2) 4" 45° PVC BENDS
SINGLE WATER SERVICE(LIFT STATION)
10"Ø 20 LF± HDPECASING (DR-11)
20 D.E & P.U.E.
20 D.E & P.U.E.
13027
6/7/2016
LEE COUNTY
RMS
ESS
HARVEY B. YOUNGQUIST &TIMOTHY G. YOUNGQUIST T/C
STRAP #21-46-26-02-0000A.00CE
CORKSCREWRANCH
C-1.06
PLAN & PROFILEPANTHER ISLAND BOULEVARD
15
20
25
124+00
0
HORIZONTAL SCALE 1"=30'
301530
VERTICAL SCALE 1"=3'
30
10
125+00 126+00 127+00 128+00 129+00 130+00 131+00
SEE SHEET C
-1.07
CLIENT:
PROJECT:
DATEREVISIONS
ADDRESS:
Fort Myers2891 Center Pointe Drive
Unit 100Fort Myers, Florida 33916
(239) 337-3993Fax: (239) 337-3994
Toll free: 866-337-7341
Tallahassee113 South Monroe Street
1st FloorTallahassee, Florida 32301
Toll free: 866-337-7341
Gainesville414 SW 140th Terrace
Suite 100Newberry, FL 32669
(352) 378-3450
Destin495 Grand Boulevard
Suite 206Miramar Beach, FL 32550
Toll free: 866-337-7341
CONSULTANT:
TITLE:
DATE:
JURISDICTION:
DRAWING BY:
PROJECT MANAGER:
SHEET NUMBER:
JOB/FILE NUMBER:
ENGINEERS PLANNERS SURVEYORSLANDSCAPE ARCHITECTS
FL CA NO. 6532 / FL CERT NO. LB6891 / LC26000330
MORRIS
G:\1
3027
- C
orks
crew
Ran
ch\D
WG
\130
27-0
0 C
onst
ruct
ion
Plan
s\C
urre
nt P
lans
\130
27-0
1_C
-1.0
6 PL
AN &
PR
OFI
LE.d
wg
6/7/
2016
© C
OPY
RIG
HT
MO
RR
ISD
EPEW
ASS
OC
IATE
S, IN
C. 2
016
ALL
RIG
HTS
RES
ERVE
D
DRAWING IS NOT VALID WITHOUT AN ORIGINAL SEALAND SIGNATURE BY THE ENGINEER OF RECORD
RYAN M. SHUTEFL PE# 54597
SEAL:
Scale: 1" = 800'KEY MAP
SEE SHEET C
-1.07
SEE
SH
EET
C-1
.05
SEE VIEW BELOW
132+00
SEE
SH
EET
C-1
.05
5
15
20
25
30
10
5
Digitally signed by Ryan M Shute PE 54597 DN: cn=Ryan M Shute PE 54597, o=Morris-Depew Associates, Inc, ou, [email protected], c=US Date: 2016.06.07 08:56:34 -04'00'
8"x6" HYDRANT TEE
8" PVC C-900 DR-18 WATERMAIN (TOP EL. = 18.0')
15
RE
22.1
2±
STA:
133
+63.
514'
Ø M
ANH
OLE
EXIST. GRADE(VARIES)
16
RE
22.4
7±
STA:
135
+74.
22 17
RE
21.1
5±
STA:
138
+47.
93
8" PVC C-900 DR-18 WATERMAIN (TOP EL. = 18.0')
EXIST. GRADE(VARIES)
8" DI CL 350CONFLICT ASSEMBLY
(SEE LCU. DTL. 6.10)
20LF
12" MIN. VERT.CLEARANCE
EX. 24"x38" CMPEXIST. IE = 18.83±
SEWER SERVICE SEWER SERVICE
SEWER SERVICE
SEWER SERVICE
4" PVC SANITARYFORCE MAIN (CL 150)(TOP EL. = 17.30')
4" PVC SANITARYFORCE MAIN (CL 150)(TOP EL. = 17.30')
NIE=11.0SIE=11.0
NIE=11.84SIE=11.84
NIE=12.94SIE=12.94
210 LF 8" SAN. SEWER(PVC SDR-26) @ 0.4%MIN. SLOPE
273 LF 8" SAN. SEWER(PVC SDR-26) @ 0.4%MIN. SLOPE
345 LF 8" SAN. SEWER(PVC SDR-26) @ 0.4%MIN. SLOPE
275 LF 8" SAN. SEWER(PVC SDR-26) @ 0.4%
MIN. SLOPE
SEWER SERVICE
EXIST. SWALE(VARIES)
4'Ø
DR
OP
MAN
HO
LE
4'Ø
MAN
HO
LE
4" PLUG VALVE4" DI CL 350
CONFLICT ASSEMBLY(SEE LCU. DTL. 6.10)
12" MIN. VERT.CLEARANCE
WIE=15.22
30" M
IN.
CO
VER
132+00
133+00
134+00
135+00 136+00
137+00
138+00
139+00140+00
182+
0018
3+00
9LOT # 8
LOT # 7LOT # 6
LOT # 44 LOT # 45 LOT # 46 LOT # 47 LOT # 43 LOT # 53
PANTHER ISLAND BLVD.
LOT # 9
RTL
E TR
ACKS
CO
UR
T
EX. 19"x30" CMP
EX. 1
9"x3
0" C
MP
EX. 2
4" C
MP
EX. MESEX. INV. = 18.89
EX. MESEX. INV. = 18.83
EX. 24"x38" CMP
EX. DRAIN STRUCT.EX. GRATE = 19.92
EX. INV. NW.= 17.22EX. INV. E.=17.32
EX. DRAIN STRUCT.EX. GRATE = 19.92EX. INV. W.= 15.12EX. INV. SE.=15.22
21.721
.6
21.521
.6
21.8
21.6
21.8
21.7
21.5
21
21.5
21.5
21.62
22.3
21.9
22.6
22.4
22.0
21.9
21.8
21.7
22.0
22.0
22.0
22.2
21.1 21.4
20.5
21.0
21.0
21.2
21.61
21.15
20.09
21.47
21.58
21.1221
.58
21.51
21.43
22.27
21.76
20.83
20.83
20.76
20.74
21.37
21.57
21.67
22.13
21.61
20.85
20.87
20.86
20.84
20.89
20.76
20.86
20.77
20.98
20.96
20.86
MAT
CH
LIN
E
MH # 15
MH # 16
MH # 17
SINGLE 6'' SAN.SERVICE (PVC SDR-26)
8" SAN. SEWER (PVCSDR-26) @ 0.4% MIN.SLOPE
8" SAN. SEWER (PVCSDR-26) @ 0.4% MIN.SLOPE
8" SAN. SEWER (PVCSDR-26) @ 0.4% MIN.SLOPE
8" SAN. SEWER (PVCSDR-26) @ 0.4% MIN.SLOPE
DOUBLE SAN. SERVICE(PVC SDR-26)
DOUBLE SAN. SERVICE(PVC SDR-26)
DOUBLE SAN. SERVICE(PVC SDR-26)
(EXIST. 45' R.O.W.)
FIRE HYDRANT (SEE LCUSTANDARD DTL. 9.14)
8"x6" HYDRANTTEE
DOUBLE WATERSERVICE 12" RIBBON
CURB (TYP.)
12" RIBBONCURB (TYP.)
DOUBLE WATERSERVICE
SINGLE WATERSERVICE
8" GV
8" GV8"x8" TEE
SINGLE WATERSERVICE
8" PVC C-900 DR-18WATER MAIN
8" PVC C-900 DR-18WATER MAIN
4" PVC SAN. FORCEMAIN (CL 150)
4" PLUG VALVE
MAT
CH
LIN
E
20 D.E & P.U.E.
20 D.E & P.U.E.
13027
6/7/2016
LEE COUNTY
RMS
ESS
HARVEY B. YOUNGQUIST &TIMOTHY G. YOUNGQUIST T/C
STRAP #21-46-26-02-0000A.00CE
CORKSCREWRANCH
C-1.07
PLAN & PROFILEPANTHER ISLAND BOULEVARD
15
20
25
132+00
0
HORIZONTAL SCALE 1"=30'
301530
VERTICAL SCALE 1"=3'
30
10
133+00 134+00 135+00 136+00 137+00 138+00 139+00
SEE SHEET C
-1.08
15
20
25
30
10
CLIENT:
PROJECT:
DATEREVISIONS
ADDRESS:
Fort Myers2891 Center Pointe Drive
Unit 100Fort Myers, Florida 33916
(239) 337-3993Fax: (239) 337-3994
Toll free: 866-337-7341
Tallahassee113 South Monroe Street
1st FloorTallahassee, Florida 32301
Toll free: 866-337-7341
Gainesville414 SW 140th Terrace
Suite 100Newberry, FL 32669
(352) 378-3450
Destin495 Grand Boulevard
Suite 206Miramar Beach, FL 32550
Toll free: 866-337-7341
CONSULTANT:
TITLE:
DATE:
JURISDICTION:
DRAWING BY:
PROJECT MANAGER:
SHEET NUMBER:
JOB/FILE NUMBER:
ENGINEERS PLANNERS SURVEYORSLANDSCAPE ARCHITECTS
FL CA NO. 6532 / FL CERT NO. LB6891 / LC26000330
MORRIS
G:\1
3027
- C
orks
crew
Ran
ch\D
WG
\130
27-0
0 C
onst
ruct
ion
Plan
s\C
urre
nt P
lans
\130
27-0
1_C
-1.0
7 PL
AN &
PR
OFI
LE.d
wg
6/7/
2016
© C
OPY
RIG
HT
MO
RR
ISD
EPEW
ASS
OC
IATE
S, IN
C. 2
016
ALL
RIG
HTS
RES
ERVE
D
DRAWING IS NOT VALID WITHOUT AN ORIGINAL SEALAND SIGNATURE BY THE ENGINEER OF RECORD
RYAN M. SHUTEFL PE# 54597
SEAL:
Scale: 1" = 800'KEY MAP
SEE
SH
EET
C-1
.08
SEE
SH
EET
C-1
.06
140+005 5
SEE
SH
EET
C-1
.06
Digitally signed by Ryan M Shute PE 54597 DN: cn=Ryan M Shute PE 54597, o=Morris-Depew Associates, Inc, ou, [email protected], c=US Date: 2016.06.07 08:57:02 -04'00'
8" PVC C-900 DR-18 WATERMAIN (TOP EL. = 18.0')
EXIST. GRADE(VARIES)
8" DI CL 350CONFLICT ASSEMBLY(SEE LCU. DTL. 6.10)
4" PVC SANITARYFORCE MAIN (CL 150)(TOP EL. = 17.30')
EXIST. SWALE(VARIES)
18
RE
21.1
5±
STA:
140
+93.
174'
Ø M
ANH
OLE
19
RE
21.1
5±
STA:
144
+44.
80
20
RE
21.1
6±
STA:
145
+28.
06
NIE=14.32SIE=14.32
NIE=15.33SIE=15.43
NIE=15.77
SIE=15.87
252 LF 8" SAN. SEWER(PVC SDR-26) @ 0.4%MIN. SLOPE
83 LF 8" SAN. SEWER(PVC SDR-26) @ 0.4%MIN. SLOPE
8" SAN. SEWER (PVCSDR-26) @ 0.4% MIN.
SLOPE 145 LF 8" SAN. SEWER(PVC SDR-26) @ 0.4%
MIN. SLOPE
EX. 19"x30" CMPEXIST. IE = 15.22± 8" PVC C-900 DR-18 WATER
MAIN (TOP EL. = 18.0')
20LF
12" MIN. VERT.CLEARANCE
8"x6" HYDRANTTEE
SEWER SERVICE
SEWER SERVICE
SEWER SERVICE
EX. 19"x30" CMPEXIST. IE = 16.76±
12" MIN. VERT.CLEARANCE
4'Ø
MAN
HO
LE
4'Ø
MAN
HO
LE
4" DI CL 350CONFLICT ASSEMBLY(SEE LCU. DTL. 6.10)
4" DI CL 350CONFLICT ASSEMBLY(SEE LCU. DTL. 6.10)
12" MIN. VERT.CLEARANCE
30" M
IN.
CO
VER
MODIFY EX.19"x30" CMP
INVERT(MIN.12" VERTICAL
CLEARANCE)
140+00 141+00142+00 143+00
144+00
145+00
146+00
LOT # 5LOT # 4 LOT # 3
LOT # 2
LOT # 54 LOT # 55LOT # 55
LOT # 6
LOT # 53
PANTHER ISLAND BLVD.
LOT # 56
LOT # 2
EX. 15" CMP
EX. 24" CMP
EX. 18" CMP
EX. 19"x30" CMP
EX. 1
9"x3
0" C
MP
EX. 2
4" C
MP
EX. DRAIN STRUCT.EX. GRATE = 19.92
EX. INV. NW.= 17.22EX. INV. E.=17.32
EX. DRAIN STRUCT.EX. GRATE = 19.74EX. INV. N.= 16.19
EX. INV. SE.=16.76
EX. DRAIN STRUCT.EX. RIM. = 19.82
EX. INV. NW.= 17.23EX. INV. S.=17.62
EX. DRAIN STRUCT.EX. GRATE = 19.92EX. INV. W.= 15.12EX. INV. SE.=15.22
21.12
21.11
21.09
21.00
0.96
21.09
21.07
21.26
21.16
21.20
21.16
21.28
21.19
21.1
21.120
.9
21.1
21.0
20.2
19.518
.9
18.2
20.8
19.9
19.3
18.5
20.6
20.0
19.2
18.5 20
.0
19.5
18.9
20.8
20.219
.3
19.8
19.2
18.3
21.2
21.3
21.2
21.1
21.7
21.5 21
.2
20.6
20.9
20.2
19.8
19.9
8
20.0
20.2
19.8
19.9
20.4
19.5
19.7
21.09
21.03
18.02
21.00
21.00
20.74 20
.85 20.88 20
.66 20.79 20
.81
20.82
20.94
21.01
20.86 20
.94 20.95 20
.84 20.87
20.82
20.95
20.89
20.83
MAT
CH
LIN
E
MATCH LINE
SINGLE SAN. SERVICE(PVC SDR-26)
8" SAN. SEWER (PVCSDR-26) @ 0.4% MIN.
SLOPE
8" SAN. SEWER (PVCSDR-26) @ 0.4% MIN.SLOPE
8" SAN. SEWER (PVCSDR-26) @ 0.4% MIN.SLOPE
DOUBLE 6'' SAN.SERVICE (PVC SDR-26)
MH # 18MH # 19
DOUBLE SAN. SERVICE(PVC SDR-26)
MH
# 20
8" SAN. SEWER (PVCSDR-26) @ 0.4% MIN.
SLOPE
FIRE HYDRANT (SEE LCUSTANDARD DTL. 9.14)
8"x6"HYDRANT TEE
SINGLE WATERSERVICE
(EXIST. 45' R.O.W.)
12" RIBBONCURB (TYP.)
12" RIBBONCURB (TYP.)
8" PVC C-900 DR-18WATER MAIN
8" PVC C-900 DR-18WATER MAIN
SINGLE WATERSERVICE
DOUBLE WATERSERVICE
DOUBLE WATERSERVICE
SINGLE WATERSERVICE
DOUBLE SAN. SERVICE(PVC SDR-26)
(2) 4" PVC 22.5°BENDS
(2) 4" PVC 22.5°BENDS
8" MJ 22.5°BEND
8" MJ 22.5°BEND
8" MJ 22.5°BEND
8" MJ 45° BEND
(2) 8" MJ 45°BENDS
4" PVC SAN. FORCEMAIN (CL 150)
EXIST. SWALE
MODIFY EX. 18" CMPSTORM INVERT
MODIFY EX. 24" CMPSTORM INVERT
(REPLACE)
(REPLACE)
20 D.E & P.U.E.
20 D.E & P.U.E.
13027
6/7/2016
LEE COUNTY
RMS
ESS
HARVEY B. YOUNGQUIST &TIMOTHY G. YOUNGQUIST T/C
STRAP #21-46-26-02-0000A.00CE
CORKSCREWRANCH
C-1.08
PLAN & PROFILEPANTHER ISLAND BOULEVARD15
20
25
140+00
0
HORIZONTAL SCALE 1"=30'
301530
VERTICAL SCALE 1"=3'
30
10
35
141+00 142+00 143+00 144+00 145+00 146+00
SEE SHEET C
-1.09
15
20
25
30
10
35
CLIENT:
PROJECT:
DATEREVISIONS
ADDRESS:
Fort Myers2891 Center Pointe Drive
Unit 100Fort Myers, Florida 33916
(239) 337-3993Fax: (239) 337-3994
Toll free: 866-337-7341
Tallahassee113 South Monroe Street
1st FloorTallahassee, Florida 32301
Toll free: 866-337-7341
Gainesville414 SW 140th Terrace
Suite 100Newberry, FL 32669
(352) 378-3450
Destin495 Grand Boulevard
Suite 206Miramar Beach, FL 32550
Toll free: 866-337-7341
CONSULTANT:
TITLE:
DATE:
JURISDICTION:
DRAWING BY:
PROJECT MANAGER:
SHEET NUMBER:
JOB/FILE NUMBER:
ENGINEERS PLANNERS SURVEYORSLANDSCAPE ARCHITECTS
FL CA NO. 6532 / FL CERT NO. LB6891 / LC26000330
MORRIS
G:\1
3027
- C
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ch\D
WG
\130
27-0
0 C
onst
ruct
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Plan
s\C
urre
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\130
27-0
1_C
-1.0
8 PL
AN &
PR
OFI
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wg
6/7/
2016
© C
OPY
RIG
HT
MO
RR
ISD
EPEW
ASS
OC
IATE
S, IN
C. 2
016
ALL
RIG
HTS
RES
ERVE
D
DRAWING IS NOT VALID WITHOUT AN ORIGINAL SEALAND SIGNATURE BY THE ENGINEER OF RECORD
RYAN M. SHUTEFL PE# 54597
SEAL:
Scale: 1" = 800'KEY MAP
SEE SHEET C-1.09
SEE
SH
EET
C-1
.07
SEE
SH
EET
C-1
.07
Digitally signed by Ryan M Shute PE 54597 DN: cn=Ryan M Shute PE 54597, o=Morris-Depew Associates, Inc, ou, [email protected], c=US Date: 2016.06.07 08:57:31 -04'00'
21
RE
21.1
5±
STA:
146
+73.
454'
Ø M
ANH
OLE
8" PVC C-900 DR-18 WATERMAIN (TOP EL. = 18.0')
EXIST. GRADE(VARIES)
SEWERSERVICE
NIE=16.45
SIE=16.55
84 LF 8" SAN. SEWER(PVC C-900 DR-14) @0.4% MIN. SLOPE
8" SAN. SEWER (PVCSDR-26) @ 0.4% MIN.
SLOPE
EXIST. SWALE(VARIES)
22
RE
21.1
5±
STA:
147
+50.
14
23
RE
21.2
0±
STA:
148
+34.
10
SEWER SERVICE
76 LF 8" SAN. SEWER(PVC C-900 DR-14) @0.4% MIN. SLOPE
NIE=16.86
SIE=16.96
IE=17.30
12" MIN. VERT.CLEARANCE
12" MIN. VERT.CLEARANCE
8" DI CL 350CONFLICT ASSEMBLY
(SEE LCU. DTL. 6.10)
4" PVC SANITARYFORCE MAIN (CL 150)(TOP EL. = 17.30')
EXIS
T. R
OW
30" M
IN.
CO
VER
146+00
147+00
148+00
149+00 150+00
LOT # 57
LOT # 58
LOT # 59
LOT # 56
LOT # 1
PANTHER ISLAND BLVD.
CO
RKSC
REW
RO
AD
151+00
LOT # 2
RELOCATEEX. MESEX. INV. =17.02
EX. 30" RC
P
EX. MESEX. INV.= 17.07
EX. 15" CMP
EX. 30" RCP
EX. 18" CMP
EX. DRAIN STRUCT.EX. GRATE = 19.74EX. INV. N.= 16.19
EX. INV. SE.=16.76
21.00
20.96
21.20
21.16
21.6 21
.5
21.5
21.5
21.5
21.521
.5
21.621
.5
21.6
21.5
21.5
21.2 21
.2
21.4 21
.4
21.1
21.120.9
21.0
21.1
20.9
19.8
19.9
19.8
19.8
17.98
21.37
21.53
20.84
21.01
20.95
20.95
20.97 21
.39
21.45
21.34
20.83
20.76
20.78
20.79
18.9
18.3
18.00
17.71
17.63
21.40
20.79
20.86 21
.04 21.29
21.25
20.97
20.99
21.10
20.75
20.98
20.81
20.76
21.12
21.41
21.23
20.77
20.85
21.09
21.13
21.16
21.07
21.02
21.13
20.95
20.82
20.91
21.18
21.19
21.23
21.47
21.49
19.05
21.09
21.52
18.13
21.15
21.60 21
.42 21.62
21.60
21.57
21.15
21.66
21.21
18.3
19.3
18.8
18.4
18.5
18.6
17.74
19.80
20.9
20.6
20.7
20.720
.6
21.2
21.3
21.4
20.7
20.5
20.6
20.7 21
.3
21.2
20.9
20.8
20.2
20.6
21.1
20.8
20.9
21.1
21.34 17
.9
18.2
18.2
18.6
19.9
19.0
19.118
.9
18.7
19.9
19.8
20.3
19.9
19.9
19.8
19.7 19
.920
.020
.3
19.1
18.9 19
.2
19.3
19.1
X. UP
EX. EB
EX. BFO
EX. 3
6" R
CP
EX. WV
EX. WV
EX. UP
EX. 36" RC
P
EX. TOB
EX. TOE
EX. BREAK
EX. STMHEX. RIM. = 20.81
EX. INV. E.= 15.91EX. INV. W.=15.18
EX. TOE
EX. TOB
EX. TOB
EX. TOB
EX. TOB
EX. TOB
EX. TOB
EX. TOB
EX. TOE
EX. TOE
EX. TOE
EX. TOE
EX. TOE
EX. TOE
EX. TOE
EX. TOE
EX. TOE
MATCH LINE
SINGLE SAN. SERVICE(PVC SDR-26)
8" SAN. SEWER (PVCSDR-26) @ 0.4% MIN.SLOPE
MH # 23
8" SAN. SEWER (PVCSDR-26) @ 0.4% MIN.
SLOPE
8" SAN. SEWER (PVCSDR-26) @ 0.4% MIN.SLOPE
DOUBLE SAN. SERVICE(PVC SDR-26)
DOUBLE SAN. SERVICE(PVC SDR-26)
12" RIBBON CURB(TYP.)
8" PVC C-900 DR-18WATER MAIN
4" PVC SAN. FORCEMAIN (CL 150)
4" PVC SAN. FORCEMAIN (CL 150)
MH # 22
MH# 22
E WATER SERVICE
DOUBLE WATERSERVICE
SINGLE WATERSERVICE
(2) 8" MJ 22.5° BENDS
8" MJ 22.5°BENDS
8" MJ 22.5° BENDS
8" MJ 45°BEND
8" GV
(2) 4" 45°PVC BENDS
12" RIBBONCURB (TYP.)
EXIST. 8" FM (C
900-DR
18)
(CO
NTR
ACTO
R TO
FIELD VER
IFY)
EXIST. 24" WM
(DIP C
L50)
16"Ø 55 LF± HDPECASING (DR-11)
10"Ø 69 LF± HDPECASING (DR-11)
(2) 4" PVC11.25° BENDS
(2) 4" PVC11.25° BENDS
4" PVC 22.5°BEND
4" PVC22.5° BEND
(2) 4" PVC45° BENDS
(2) 4" PVC45° BENDS
8"x4" WYE
4" 45° PVC BEND
4" PLUG VALVE
HORIZONTALDIRECTIONAL DRILL
(SEE LCU STANDARDDTL. 6.7)
8" GV8" HOTTAP
10"Ø 20 LF± HDPECASING (DR-11)
10"Ø 20 LF± HDPECASING (DR-11)
EXIST. 45' R.O.W.
EXIST. 100' R.O.W.
(2) 8" MJ 45°BENDS
8" MJ 45°BEND
8" PVC C-900 DR-18WATER MAIN
4" PVC SAN. FORCEMAIN (CL 150)
(2) 4" 45°PVC BENDS
4" PVC 22.5°BEND RELOCATED
EX. MESINV. = 17.0
PROP. 16± LF30" RCP
RELOCATEDSWALE
MATCH EXIST.SWALE ELEV.±19.90
RELOCATED SWALE
HORIZONTAL DIRECTIONALDRILL (SEE LCU STANDARD
DTL. 6.7)
PROP.ASPHALT
PAVEMENT(SEE DETAILSHT. C-5.01)
24" RIBBONCURB
TRANSITION24" RIBBON
CURB
24" RIBBONCURB
TRANSITION
PROP. ASPHALT PAVEMENT(SEE DETAIL SHT. C-5.01)
TYPE 'F' CURB
18.6
0'10
'22
.30'
PROP. ASPHALT PAVEMENT(SEE DETAIL SHT. C-5.01)
28.67'
TYPE 'F' CURB
6' WIDESIDEWALK
EXIST. EOP
24" RIBBONCURB
MATCH EXIST.EL. 21.03
21.4221.42
(EXIST. 80' R.O.W.)
21.35
21.00
21.00
21.0021.35
21.00
MATCH EXIST.SWALE ELEV.
±19.90RELOCATED
SWALE
80' R.O
.W.
EX. 8" FORCE MAIN (C-900 DR-18).CONTRACTOR TO VERIFYLOCATION PRIOR TO CONNECTION.
20 D.E & P.U.E.
20 D.E & P.U.E.
25' LANDSCAPEBUFFER
25' LANDSCAPEBUFFER
(OPTIONAL) PROP.WALL (SEE LANDSCAPE
PLANS)
(OPTIONAL) PROP.WALL (SEE LANDSCAPE
PLANS)±15.43'
10.22'
15.44'
EXIST. 8" FM (C-900 DR-18)EX. IE = 18.40±(CONTRACTOR TOVERIFY INVERT & PIPELOCATION PRIOR TOCONSTRUCTION)
4" PVC SANITARYFORCE MAIN (CL 150)
EX. 100' R.O.W.
10"Ø 69 LF± HDPECASING (DR-11)
24" M
IN. EX. 36" RCP
EX. IE = 15.18±4" PVC (CL 150)CARRIER PIPE
HORIZONTAL DIRECTIONAL DRILL(SEE SHT. C-1.09 PLAN & LCUSTANDARD DTL. 6.7)
EXIS
T. R
OW
EXIS
T. R
OW
EXIST. 24" WM(DIP CL50
45° BEND
CORKSCREW ROAD
HOT TAP EXIST. 24" WM(DIP CL50EX. IE = 17.03±(CONTRACTOR TOVERIFY INVERT & PIPELOCATION PRIOR TOCONSTRUCTION)
CORKSCREW ROAD
16"Ø 55 LF± HDPECASING (DR-11)
8" PVC C-900 DR-18CARRIER PIPE
8" PVC C-900 DR-18 WATERMAIN (TOP EL. = 18.0')
EXIS
T. R
OW
EXIS
T. R
OW
EX. 100' R.O.W.
HORIZONTAL DIRECTIONAL DRILL(SEE SHT. C-1.09 PLAN & LCUSTANDARD DTL. 6.7)
13027
6/7/2016
LEE COUNTY
RMS
ESS
HARVEY B. YOUNGQUIST &TIMOTHY G. YOUNGQUIST T/C
STRAP #21-46-26-02-0000A.00CE
CORKSCREWRANCH
C-1.09
PLAN & PROFILEPANTHER ISLAND BOULEVARD15
20
25
146+00
0
HORIZONTAL SCALE 1"=30'
301530
VERTICAL SCALE 1"=3'10
147+00 148+00
15
20
25
10
CLIENT:
PROJECT:
DATEREVISIONS
ADDRESS:
Fort Myers2891 Center Pointe Drive
Unit 100Fort Myers, Florida 33916
(239) 337-3993Fax: (239) 337-3994
Toll free: 866-337-7341
Tallahassee113 South Monroe Street
1st FloorTallahassee, Florida 32301
Toll free: 866-337-7341
Gainesville414 SW 140th Terrace
Suite 100Newberry, FL 32669
(352) 378-3450
Destin495 Grand Boulevard
Suite 206Miramar Beach, FL 32550
Toll free: 866-337-7341
CONSULTANT:
TITLE:
DATE:
JURISDICTION:
DRAWING BY:
PROJECT MANAGER:
SHEET NUMBER:
JOB/FILE NUMBER:
ENGINEERS PLANNERS SURVEYORSLANDSCAPE ARCHITECTS
FL CA NO. 6532 / FL CERT NO. LB6891 / LC26000330
MORRIS
G:\1
3027
- C
orks
crew
Ran
ch\D
WG
\130
27-0
0 C
onst
ruct
ion
Plan
s\C
urre
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lans
\130
27-0
1_C
-1.0
9 P
LAN
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RO
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.dw
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7/20
16©
CO
PYR
IGH
T M
OR
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DEP
EW A
SSO
CIA
TES,
INC
. 201
6 AL
L R
IGH
TS R
ESER
VED
DRAWING IS NOT VALID WITHOUT AN ORIGINAL SEALAND SIGNATURE BY THE ENGINEER OF RECORD
RYAN M. SHUTEFL PE# 54597
SEAL:
Scale: 1" = 800'KEY MAP
SEE SHEET C-1.08
SEE
SH
EET
C-1
.08
149+00 150+00
SEE
SH
EET
C-1
.11
15
20
25
10
15
20
25
10
4" FORCE MAIN HORIZONTAL DIRECTIONAL DRILL
8" POTABLE MAIN HORIZONTAL DIRECTIONAL DRILL
Digitally signed by Ryan M Shute PE 54597 DN: cn=Ryan M Shute PE 54597, o=Morris-Depew Associates, Inc, ou, [email protected], c=US Date: 2016.06.07 08:58:16 -04'00'
25
RE
21.7
1±
STA:
170
+30.
314'
Ø M
ANH
OLE
11
RE
21.1
5±
STA:
122
+07.
47ST
A: 1
71+7
1.31
4'Ø
DR
OP
MAN
HO
LE
SEWER SERVICE SEWER SERVICE
EXIST. GRADE(VARIES)
8" PVC C-900 DR-18 WATERMAIN (TOP EL. = 18.0')
EXIST. SWALE(VARIES)
30" M
IN.
CO
VER
141 LF 8" SAN. SEWER(PVC SDR-26) @ 0.4%
MIN. SLOPE
8"x6" HYDRANTTEE
8" PVC CAP
IE = 12.65IE = 12.08
8" PVC C-900 DR-18 WATERMAIN (TOP EL. = 18.0')
NIE = 8.44SIE = 8.44
EXIS
T. R
.O.W
.
EXIS
T. R
.O.W
.
EX. 26"x45" CMPI.E.=±15.27 (VAR.)
8" DI CL 350CONFLICT ASSEMBLY
(SEE LCU. DTL. 6.10)
12" MIN.
121+00122+00
123+00
170+00 171+00
LOT # 36
CALVERAS COURT
LOT # 39
LOT # 38
169+35
LOT # 37
LOT # 35
PANTH
ER ISLAN
D BLVD
.
EX. 29"x45" CMPEX. DRAIN STRUCT.EX. GRATE = 20.58
EX. INV. S.=15.27INV. N.=15.19
EX. DRAIN STRUCT.EX. GRATE = 20.63
EX. INV. S.=15.67EX. INV. N.=15.58
21.55
21.88
21.49
21.84
22.021.9
21.2
22.1
22.022.0
21.4
20.20
20.41
21.9
21.9
20.2
20.3
20.2
20.3
20.3
20.5
20.21
20.21
21.57
21.5221.41
21
21.50
21.65
21.6021.39
21.59
21.60
21.53
21.49
21.46
21.45
21.45
21.50
21.42
21.48
21.40
21.3221.6021.46
21
21.71
21.71
21.67
21.70
MH # 25MH # 11
(EXIST. 45' R.O.W.)
8" SAN. SEWER (PVCSDR-26) @ 0.4% MIN.
SLOPE
8" PVC C-900 DR-18WATER MAIN
8" GV
SINGLE SAN. SERVICE(PVC SDR-26)
DOUBLE SAN. SERVICE(PVC SDR-26)
SINGLE SAN. SERVICE(PVC SDR-26)
SINGLE WATERSERVICE
SINGLE WATERSERVICE
FIRE HYDRANT (SEE LCUSTANDARD DTL. 9.14)
8" MJ CAP
8" MJ 45°BEND
8" MJ 45°BEND
8" MJ 45°BEND
8" MJ 22.5°BEND 8" MJ 22.5°
BEND
SINGLE WATERSERVICE
SINGLE WATERSERVICE
8" SAN CO.RIM = 21.62IE. =13.06
SINGLE SAN. SERVICE(PVC SDR-26)
8" SAN CO.RIM = 21.62
IE. =13.60
20 D.E & P.U.E.
20 D.E & P.U.E.
26
RE
21.0
2±
STA:
180
+30.
784'
Ø M
ANH
OLE
17
RE
21.1
5±
STA:
183
+10.
784'
Ø D
RO
P M
ANH
OLE
EXIS
T. R
.O.W
.
EXIS
T. R
.O.W
.
SEWER SERVICE
8" PVC C-900 DR-18 WATERMAIN (TOP EL. = 18.0')
8"x6" HYDRANTTEE
8" PVC CAP
IE = 16.34280 LF 8" SAN. SEWER(PVC SDR-26) @ 0.4%
MIN. SLOPEIE = 15.22
8" PVC C-900 DR-18 WATERMAIN (TOP EL. = 18.0')
SEWER SERVICE
EXIST. GRADE(VARIES) EXIST. SWALE
(VARIES)
30" M
IN.
CO
VER
NIE = 12.94SIE = 12.94
0
138+00
139+00
180+00 181+00 182+00 183+00
179+35
PANTH
ER ISLAN
D BLVD
.
LOT # 43
LOT # 49
LOT # 50
LOT # 51
LOT # 52
LOT # 53
TURTLE TRACKS COURT21.0721.38
21.0
21.221.2
19.8
19.9
21.15
21.4721.12
20.83
20.76
20.8720.86
20.84
20.89
20.76
20.98
20.96
20.8620.93
20.96
20.87
20.92
20.84
20.86
20.77
20.9820.96
21.02
20.94
21.03
21.02
EX. 14x23" ERC
P
MH # 26MH # 17
(EXIST. 45' R.O.W.)
8" SAN. SEWER (PVCSDR-26) @ 0.4% MIN.
SLOPE
SINGLE WATERSERVICE
SINGLE WATERSERVICE
DOUBLE WATERSERVICE
FIRE HYDRANT (SEE LCUSTANDARD DTL. 9.14)
8" MJ CAP
8" MJ 45°BEND
8" MJ 22.5°BEND
8" MJ 45°BEND
8" MJ 45°BEND
8" MJ 22.5°BEND
SINGLE WATERSERVICE
DOUBLE SAN. SERVICE(PVC SDR-26)
DOUBLE SAN. SERVICE(PVC SDR-26)
SINGLE SAN. SERVICE(PVC SDR-26)
8" PVC C-900 DR-18WATER MAIN
8" GV
20 D.E & P.U.E.
20 D.E & P.U.E.
13027
6/7/2016
LEE COUNTY
RMS
ESS
HARVEY B. YOUNGQUIST &TIMOTHY G. YOUNGQUIST T/C
STRAP #21-46-26-02-0000A.00CE
CORKSCREWRANCH
C-1.10
PLAN & PROFILECALVERAS COURT
TURTLE TRACKS COURT
15
20
25
169+00
0
HORIZONTAL SCALE 1"=30'
301530
VERTICAL SCALE 1"=3'
30
10
170+00 171+00 172+00 179+00 180+00 181+00 182+00
15
20
25
30
10
CLIENT:
PROJECT:
DATEREVISIONS
ADDRESS:
Fort Myers2891 Center Pointe Drive
Unit 100Fort Myers, Florida 33916
(239) 337-3993Fax: (239) 337-3994
Toll free: 866-337-7341
Tallahassee113 South Monroe Street
1st FloorTallahassee, Florida 32301
Toll free: 866-337-7341
Gainesville414 SW 140th Terrace
Suite 100Newberry, FL 32669
(352) 378-3450
Destin495 Grand Boulevard
Suite 206Miramar Beach, FL 32550
Toll free: 866-337-7341
CONSULTANT:
TITLE:
DATE:
JURISDICTION:
DRAWING BY:
PROJECT MANAGER:
SHEET NUMBER:
JOB/FILE NUMBER:
ENGINEERS PLANNERS SURVEYORSLANDSCAPE ARCHITECTS
FL CA NO. 6532 / FL CERT NO. LB6891 / LC26000330
MORRIS
G:\1
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ASS
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IATE
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016
ALL
RIG
HTS
RES
ERVE
D
DRAWING IS NOT VALID WITHOUT AN ORIGINAL SEALAND SIGNATURE BY THE ENGINEER OF RECORD
RYAN M. SHUTEFL PE# 54597
SEAL:
Scale: 1" = 800'KEY MAP
183+00
10
15
30
55
20
25
5
Digitally signed by Ryan M Shute PE 54597 DN: cn=Ryan M Shute PE 54597, o=Morris-Depew Associates, Inc, ou, [email protected], c=US Date: 2016.06.07 08:58:45 -04'00'
8" PVC C-900 DR-18 WATERMAIN (TOP EL. = 18.00')
EXIS
T. R
OW
EXIS
T. R
OW
8" SAN. SEWER(PVC SDR-26)
8" PVC C-900 DR-18WATER MAIN
45' ROW
8" MJ CAP PRO
PER
TY B
OU
ND
ARY
EXIST. GRADE(VARIES)
PANTHERISLAND BLVD.
30" M
IN.
CO
VER
107+00
108+
00
LOT # 21
LOT # 26
LOT # 27
PROPERTY LINE N 01°09'16" W 4402.8300'
194+00
193+00
192+00
191+00
PANTHER ISLAND BLVD.
LOT # 28
21.87
226
2
22.8
22.8
22.5
22.422
.4
22.422
.6
22.6
22.2
22.3
2019.919
.5
21.620
.820.119
.5
21.620
.619.7
21.0
20.0
19.7
21.0 20
.1
19.6
19.1
20.9 20
.4
19.7
19.0
19.018
.117.015.815
.414.313
.313.213.313.915.015
.516.217
.318.5
21.98
22.3
22.4
23.1
21.8
21.6
21.6
21.3
20.6
21.4
20.8
21.0
20.9
21.98
21.17
21.93
21.72
21.71
21.92
21.69
21.67
21.59
21.64
8" SAN. SEWER (PVCSDR-26) @ 0.4% MIN.SLOPE
MH # 4
8" SAN. SEWER (PVCSDR-26) @ 0.4% MIN.SLOPE
12" RIBBON CURB (SEEDTL. SHT C-5.01)
8" PVC C-900 DR-18WATER MAIN
8"x8" TEE
20' LCU EASEMENT
LOT LINE
8" GV
12" RIBBON CURB (SEEDTL. SHT C-5.01)
MH # 5
8" PVC C-900 DR-18WATER MAIN
8" MJ 45° BEND
(2) 8" MJ 45° BENDS8" MJ CAP
10'
10'
10'
10'20' LCU EASEMENT
10'
20 D.E & P.U.E.
20 D.E & P.U.E.
13027
6/7/2016
LEE COUNTY
RMS
ESS
HARVEY B. YOUNGQUIST &TIMOTHY G. YOUNGQUIST T/C
STRAP #21-46-26-02-0000A.00CE
CORKSCREWRANCH
C-1.11
PLAN & PROFILEWATER MAIN EXTENSION15
20
25
0
HORIZONTAL SCALE 1"=30'
301530
VERTICAL SCALE 1"=3'
30
10190+50 191+00 192+00 193+00 194+00
15
20
25
30
10
CLIENT:
PROJECT:
DATEREVISIONS
ADDRESS:
Fort Myers2891 Center Pointe Drive
Unit 100Fort Myers, Florida 33916
(239) 337-3993Fax: (239) 337-3994
Toll free: 866-337-7341
Tallahassee113 South Monroe Street
1st FloorTallahassee, Florida 32301
Toll free: 866-337-7341
Gainesville414 SW 140th Terrace
Suite 100Newberry, FL 32669
(352) 378-3450
Destin495 Grand Boulevard
Suite 206Miramar Beach, FL 32550
Toll free: 866-337-7341
CONSULTANT:
TITLE:
DATE:
JURISDICTION:
DRAWING BY:
PROJECT MANAGER:
SHEET NUMBER:
JOB/FILE NUMBER:
ENGINEERS PLANNERS SURVEYORSLANDSCAPE ARCHITECTS
FL CA NO. 6532 / FL CERT NO. LB6891 / LC26000330
MORRIS
G:\1
3027
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\130
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Plan
s\C
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6/7/
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© C
OPY
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RR
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EPEW
ASS
OC
IATE
S, IN
C. 2
016
ALL
RIG
HTS
RES
ERVE
D
DRAWING IS NOT VALID WITHOUT AN ORIGINAL SEALAND SIGNATURE BY THE ENGINEER OF RECORD
RYAN M. SHUTEFL PE# 54597
SEAL:
Scale: 1" = 800'KEY MAP
SEE SHEET C-1.03
SEE
SH
EET
C-1
.03
Digitally signed by Ryan M Shute PE 54597 DN: cn=Ryan M Shute PE 54597, o=Morris-Depew Associates, Inc, ou, [email protected], c=US Date: 2016.06.07 08:59:13 -04'00'
Scale: N.T.S.TYP. ROADWAY SECTION (45' R/W ON-SITE)1
EXIST. GRADE
45' R/W
2% 2%
SEE PAVEMENT DETAIL
PROFILE GRADELINE (PGL)
10'10'SOD10' P.U.E.
6.25' 4.25' 2' 2'
0.5' 0.5'
10' P.U.E.
6.25'4.25'
CL
SWAL
E
CL
SWAL
E
SOD
12" TYPE 'B'RIBBON CURB(TYP.)
12" TYPE 'B'RIBBON CURB
(TYP.)
8"
12"-24"
Scale: N.T.S.
RIBBON CURB - TYPE "B"3
NOTES:
1. CONSTRUCT CURB & INSTALL 1/2" MASTIC EXPANSION JOINTS,A.S.T.M. D-1751, PER M.A.G. SEC. 340 & 729 & COS SEC. 340
2. BROOM FINISH ALL SURFACES.
3. RIBBON CURB MAY SLOPE TOWARDS PAVEMENT OR PARKWAY.MATCH CROSS SLOPE OF ROAD UNLESS INDICATEDOTHERWISE ON PLANS.
4. CONTRACTION JOINTS SPACING SHALL BE 10' MAXIMUM OR ASDIRECTED BY THE INSPECTOR.
5. COLORED CONCRETE SHALL BE COLORED INTEGRALLY.
LANDSCAPESLOPE: SEE
NOTE 3 PAVEMENT
CLASS "B"CONCRETE
Scale: N.T.S.TYP. ROADWAY SECTION (80' R/W ON-SITE) AT ENTRANCE2
80' R/W
2% 2%
TYPE 'F' CURB TYPE 'F' CURB
LANDSCAPE24" TYPE 'B'
RIBBON CURB(TYP.)
24" TYPE 'B'RIBBON CURB
(TYP.)
6.31'
CL
SWAL
E
±8.66'
±10.32'SHDR. 2'
±3.43' ±8.80'
3:1(MAX.)
2'±10.06'SHDR. ±5.04'
CL
SWAL
E
10' SOD
PROP. WALL(SEE LSCAPEPLANS)
PROP. WALL(SEE LSCAPEPLANS)
±2.08'
SODSOD
SEE PAVEMENT DETAIL
3:1 (MAX.)3:1(MAX.)
3:1 (MAX.)
±19.9±19.9
21.0 21.0
SEE PAVEMENT DETAIL
13027
6/7/2016
LEE COUNTY
RMS
ESS
HARVEY B. YOUNGQUIST &TIMOTHY G. YOUNGQUIST T/C
STRAP #21-46-26-02-0000A.00CE
CORKSCREWRANCH
C-5.01
DETAILS & CROSSSECTIONS
CLIENT:
PROJECT:
DATEREVISIONS
ADDRESS:
Fort Myers2891 Center Pointe Drive
Unit 100Fort Myers, Florida 33916
(239) 337-3993Fax: (239) 337-3994
Toll free: 866-337-7341
Tallahassee113 South Monroe Street
1st FloorTallahassee, Florida 32301
Toll free: 866-337-7341
Gainesville414 SW 140th Terrace
Suite 100Newberry, FL 32669
(352) 378-3450
Destin495 Grand Boulevard
Suite 206Miramar Beach, FL 32550
Toll free: 866-337-7341
CONSULTANT:
TITLE:
DATE:
JURISDICTION:
DRAWING BY:
PROJECT MANAGER:
SHEET NUMBER:
JOB/FILE NUMBER:
ENGINEERS PLANNERS SURVEYORSLANDSCAPE ARCHITECTS
FL CA NO. 6532 / FL CERT NO. LB6891 / LC26000330
MORRIS
G:\1
3027
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\130
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s\C
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ETAI
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CR
OSS
SEC
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NS.
dwg
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2016
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016
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RES
ERVE
D
0
SCALE 1"=##'
#####
DRAWING IS NOT VALID WITHOUT AN ORIGINAL SEALAND SIGNATURE BY THE ENGINEER OF RECORD
RYAN M. SHUTEFL PE# 54597
SEAL:
6"6"
3/4"R
2'-0"
7 1/
2"
2"R6"
8"
1'
*NOTE: WHEN USED ON HIGH SIDE OF ROADWAYS,THE CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENTTHE THICKNESS OF THE LIP SHALL BE 6", UNLESSOTHERWISE SHOWN ON THE PLANS.
3"R
Scale: NTSTYPE 'F' CURB & GUTTER DETAIL4
1" TYPE S-III ASPHALT
6" LIMEROCK BASE LBR 100COMPACTED TO 98% OF MAX.DENSITY BT AASHTO T-1806" LIMEROCK BASE LBR 40COMPACTED TO 98% OF MAX.DENSITY BT AASHTO T-180
Scale: NTSPAVEMENT DETAIL5
Digitally signed by Ryan M Shute PE 54597 DN: cn=Ryan M Shute PE 54597, o=Morris-Depew Associates, Inc, ou, [email protected], c=US Date: 2016.06.07 08:59:44 -04'00'
13027
6/7/2016
LEE COUNTY
RMS
ESS
HARVEY B. YOUNGQUIST &TIMOTHY G. YOUNGQUIST T/C
STRAP #21-46-26-02-0000A.00CE
CORKSCREWRANCH
C-5.02
LCU POTABLE WATERDETAILS
CLIENT:
PROJECT:
DATEREVISIONS
ADDRESS:
Fort Myers2891 Center Pointe Drive
Unit 100Fort Myers, Florida 33916
(239) 337-3993Fax: (239) 337-3994
Toll free: 866-337-7341
Tallahassee113 South Monroe Street
1st FloorTallahassee, Florida 32301
Toll free: 866-337-7341
Gainesville414 SW 140th Terrace
Suite 100Newberry, FL 32669
(352) 378-3450
Destin495 Grand Boulevard
Suite 206Miramar Beach, FL 32550
Toll free: 866-337-7341
CONSULTANT:
TITLE:
DATE:
JURISDICTION:
DRAWING BY:
PROJECT MANAGER:
SHEET NUMBER:
JOB/FILE NUMBER:
ENGINEERS PLANNERS SURVEYORSLANDSCAPE ARCHITECTS
FL CA NO. 6532 / FL CERT NO. LB6891 / LC26000330
MORRIS
G:\1
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\130
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6/7/
2016
© C
OPY
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ISD
EPEW
ASS
OC
IATE
S, IN
C. 2
016
ALL
RIG
HTS
RES
ERVE
D
DRAWING IS NOT VALID WITHOUT AN ORIGINAL SEALAND SIGNATURE BY THE ENGINEER OF RECORD
RYAN M. SHUTEFL PE# 54597
SEAL:
6.2STANDARD DETAIL NO. LEE COUNTY UTILITIES
STANDARD DETAIL NO. LEE COUNTY UTILITIES
6.1 6.5STANDARD DETAIL NO. LEE COUNTY UTILITIES
6.7STANDARD DETAIL NO. LEE COUNTY UTILITIES
6.8STANDARD DETAIL NO. LEE COUNTY UTILITIES
6.10STANDARD DETAIL NO. LEE COUNTY UTILITIES
6.12STANDARD DETAIL NO. LEE COUNTY UTILITIES
6.16STANDARD DETAIL NO. LEE COUNTY UTILITIES
6.24STANDARD DETAIL NO. LEE COUNTY UTILITIES
6.25STANDARD DETAIL NO. LEE COUNTY UTILITIES
STANDARD DETAIL NO. LEE COUNTY UTILITIES
9.19 STANDARD DETAIL NO. LEE COUNTY UTILITIES
9.20
6.14STANDARD DETAIL NO. LEE COUNTY UTILITIES
6.18STANDARD DETAIL NO. LEE COUNTY UTILITIES
Digitally signed by Ryan M Shute PE 54597 DN: cn=Ryan M Shute PE 54597, o=Morris-Depew Associates, Inc, ou, [email protected], c=US Date: 2016.06.07 09:00:16 -04'00'
13027
6/7/2016
LEE COUNTY
RMS
ESS
HARVEY B. YOUNGQUIST &TIMOTHY G. YOUNGQUIST T/C
STRAP #21-46-26-02-0000A.00CE
CORKSCREWRANCH
C-5.03
LCU SANITARY DETAILS
CLIENT:
PROJECT:
DATEREVISIONS
ADDRESS:
Fort Myers2891 Center Pointe Drive
Unit 100Fort Myers, Florida 33916
(239) 337-3993Fax: (239) 337-3994
Toll free: 866-337-7341
Tallahassee113 South Monroe Street
1st FloorTallahassee, Florida 32301
Toll free: 866-337-7341
Gainesville414 SW 140th Terrace
Suite 100Newberry, FL 32669
(352) 378-3450
Destin495 Grand Boulevard
Suite 206Miramar Beach, FL 32550
Toll free: 866-337-7341
CONSULTANT:
TITLE:
DATE:
JURISDICTION:
DRAWING BY:
PROJECT MANAGER:
SHEET NUMBER:
JOB/FILE NUMBER:
ENGINEERS PLANNERS SURVEYORSLANDSCAPE ARCHITECTS
FL CA NO. 6532 / FL CERT NO. LB6891 / LC26000330
MORRIS
G:\1
3027
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\130
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onst
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Plan
s\C
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6/7/
2016
© C
OPY
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EPEW
ASS
OC
IATE
S, IN
C. 2
016
ALL
RIG
HTS
RES
ERVE
D
DRAWING IS NOT VALID WITHOUT AN ORIGINAL SEALAND SIGNATURE BY THE ENGINEER OF RECORD
RYAN M. SHUTEFL PE# 54597
SEAL:
6.28STANDARD DETAIL NO. LEE COUNTY UTILITIES
6.29STANDARD DETAIL NO. LEE COUNTY UTILITIES
6.30STANDARD DETAIL NO. LEE COUNTY UTILITIES
6.33STANDARD DETAIL NO. LEE COUNTY UTILITIES
MANHOLE DROP 4' OR GREATER
6.35STANDARD DETAIL NO. LEE COUNTY UTILITIES
6.36STANDARD DETAIL NO. LEE COUNTY UTILITIES
6.38STANDARD DETAIL NO. LEE COUNTY UTILITIES
6.39STANDARD DETAIL NO. LEE COUNTY UTILITIES
6.40STANDARD DETAIL NO. LEE COUNTY UTILITIES
6.41STANDARD DETAIL NO. LEE COUNTY UTILITIES
Digitally signed by Ryan M Shute PE 54597 DN: cn=Ryan M Shute PE 54597, o=Morris-Depew Associates, Inc, ou, [email protected], c=US Date: 2016.06.07 09:00:47 -04'00'
GRINDER PUMPSTATION (SEE SHT.
C-1.06)
20' U.E.
30' U.E.
30 LF 8" SAN. SEWER(PVC SDR-26) @ 0.4%
MIN. SLOPE
4" PVC SAN. FORCEMAIN (CL 150)
(2) 4" 45°PVC BENDS
(2) 4" 45°PVC BENDS
WATER SERVICEMETER & BOX SEE
DTL 6.16
10'
(2) 4" 45°PVC BENDS
EX. 30" CMP
EX. 30" CM
P
STA. 124+90.62
MH 21
EX. DRAINSTRUCTURE
LOT 39
RPPA BACKFLOWPREVENTER SEE DTL
6.18
6' HIGH CHAIN LINKFENCE
10' CANTILEVER GATEOPENING
PANTH
ER ISLAN
D BO
ULEVAR
D
4" PVC SAN. FORCEMAIN (CL 150)
LOT 40
LOT 12
6' HIGH CHAIN LINKFENCE
13027
6/7/2016
LEE COUNTY
RMS
ESS
HARVEY B. YOUNGQUIST &TIMOTHY G. YOUNGQUIST T/C
STRAP #21-46-26-02-0000A.00CE
CORKSCREWRANCH
C-5.04
LCU PUMP STATION DETAILS
CLIENT:
PROJECT:
DATEREVISIONS
ADDRESS:
Fort Myers2891 Center Pointe Drive
Unit 100Fort Myers, Florida 33916
(239) 337-3993Fax: (239) 337-3994
Toll free: 866-337-7341
Tallahassee113 South Monroe Street
1st FloorTallahassee, Florida 32301
Toll free: 866-337-7341
Gainesville414 SW 140th Terrace
Suite 100Newberry, FL 32669
(352) 378-3450
Destin495 Grand Boulevard
Suite 206Miramar Beach, FL 32550
Toll free: 866-337-7341
CONSULTANT:
TITLE:
DATE:
JURISDICTION:
DRAWING BY:
PROJECT MANAGER:
SHEET NUMBER:
JOB/FILE NUMBER:
ENGINEERS PLANNERS SURVEYORSLANDSCAPE ARCHITECTS
FL CA NO. 6532 / FL CERT NO. LB6891 / LC26000330
MORRIS
G:\1
3027
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crew
Ran
ch\D
WG
\130
27-0
0 C
onst
ruct
ion
Plan
s\C
urre
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\130
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4 LC
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LS.d
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6/7/
2016
© C
OPY
RIG
HT
MO
RR
ISD
EPEW
ASS
OC
IATE
S, IN
C. 2
016
ALL
RIG
HTS
RES
ERVE
D
DRAWING IS NOT VALID WITHOUT AN ORIGINAL SEALAND SIGNATURE BY THE ENGINEER OF RECORD
RYAN M. SHUTEFL PE# 54597
SEAL:
N.T.S.SECTION
WETWELL
N.T.S.PLAN
WETWELL ACCESS HATCHN.T.S.
DETAIL "A"N.T.S.
N.T.S.DETAIL "B"
DETAIL "C"N.T.S.
DETAIL "D"
FLOW (US GPM)
PUMP CURVE
0100
110
120
130
140
150
160
170
180
190
200
10 20 30 40 50 60 70 80 90 100
Digitally signed by Ryan M Shute PE 54597 DN: cn=Ryan M Shute PE 54597, o=Morris-Depew Associates, Inc, ou, [email protected], c=US Date: 2016.06.07 09:01:21 -04'00'
13027
6/7/2016
LEE COUNTY
RMS
ESS
HARVEY B. YOUNGQUIST &TIMOTHY G. YOUNGQUIST T/C
STRAP #21-46-26-02-0000A.00CE
CORKSCREWRANCH
C-5.05
LCU PUMP SATATIONELECTRICAL DIAGRAM &
NOTES
CLIENT:
PROJECT:
DATEREVISIONS
ADDRESS:
Fort Myers2891 Center Pointe Drive
Unit 100Fort Myers, Florida 33916
(239) 337-3993Fax: (239) 337-3994
Toll free: 866-337-7341
Tallahassee113 South Monroe Street
1st FloorTallahassee, Florida 32301
Toll free: 866-337-7341
Gainesville414 SW 140th Terrace
Suite 100Newberry, FL 32669
(352) 378-3450
Destin495 Grand Boulevard
Suite 206Miramar Beach, FL 32550
Toll free: 866-337-7341
CONSULTANT:
TITLE:
DATE:
JURISDICTION:
DRAWING BY:
PROJECT MANAGER:
SHEET NUMBER:
JOB/FILE NUMBER:
ENGINEERS PLANNERS SURVEYORSLANDSCAPE ARCHITECTS
FL CA NO. 6532 / FL CERT NO. LB6891 / LC26000330
MORRIS
G:\1
3027
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orks
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Ran
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WG
\130
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0 C
onst
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Plan
s\C
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6/7/
2016
© C
OPY
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MO
RR
ISD
EPEW
ASS
OC
IATE
S, IN
C. 2
016
ALL
RIG
HTS
RES
ERVE
D
DRAWING IS NOT VALID WITHOUT AN ORIGINAL SEALAND SIGNATURE BY THE ENGINEER OF RECORD
RYAN M. SHUTEFL PE# 54597
SEAL:
4"
CORD GRIP DETAIL
DISC.MAIN
METER
REAR PANEL VIEW
FRONT PANEL VIEW
REAR PANEL VIEW
EQUIPMENT ELEVATION
SERVICE ENTRANCE AND INTERFACE BOX
FRONT VIEW
ELECTRICAL NOTES:
GENERATOR
THIS WILL BE USED FOR 230-VOLT SINGLEPHASE PANELS
PFT2
PFT1
PUMP 1IN AUTO TO PLC
POWER FAILTO PLC
PUMP 2IN AUTO TO PLC
GENERATOR
TESYS T MOTOR OVERLOAD
TESYS T MOTOR OVERLOAD
HIGH LEVEL
PULSEDC-UPS
HIGH LEVELTO PLC
PUMP 2 FAILTO PLC
TRANSDUCER
0 TO 30 MIN
PUMP 1 FAILTO PLC
PUMP 1 RUNTO PLC
PUMP 2 RUNTO PLC
CONTROL POWERFAIL
Digitally signed by Ryan M Shute PE 54597 DN: cn=Ryan M Shute PE 54597, o=Morris-Depew Associates, Inc, ou, [email protected], c=US Date: 2016.06.07 09:01:58 -04'00'