Transcript
Page 1: PROJECT: WATER & SEWER IMPROVEMENT PLANS CORKSCREW

DEVELOPER:

13027

6/7/2016

PROJECT:

DATEREVISIONS

LEE COUNTY

RMS

ESS

ADDRESS:

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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:

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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'

Page 2: PROJECT: WATER & SEWER IMPROVEMENT PLANS CORKSCREW

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

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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'

Page 3: PROJECT: WATER & SEWER IMPROVEMENT PLANS CORKSCREW

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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

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EXISTING PRESERVE

LOT # 28

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LOT # 32

LOT # 35 LOT # 39

LOT # 38

LOT # 36

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E 7

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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

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AS C

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EXISTING LAKEEXISTING LAKE

EXISTING PRESERVE

EXISTING PRESERVE

LOT # 37

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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

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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'

Page 4: PROJECT: WATER & SEWER IMPROVEMENT PLANS CORKSCREW

268 LF 8" SAN. SEWER(PVC C-900 DR-18) @0.4% MIN. SLOPE

EXIST. GRADE(VARIES)

8"x6" HYDRANT TEE

4' Ø

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.O.W

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8"x2" RED.BLOW-OFF

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100

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75

8" DI CL 350CONFLICT ASSEMBLY(SEE LCU. DTL. 6.10)

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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

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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Ran

ch\D

WG

\130

27-0

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ruct

ion

Plan

s\C

urre

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\130

27-0

1_C

-1.0

2 P

LAN

& P

RO

FILE

.dw

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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'

Page 5: PROJECT: WATER & SEWER IMPROVEMENT PLANS CORKSCREW

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

STA:

102

+97.

19

3

RE

21.6

STA:

103

+89.

80

4

RE

21.6

STA:

107

+31.

89

5

RE

21.8

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

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ion

Plan

s\C

urre

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lans

\130

27-0

1_C

-1.0

3 PL

AN &

PR

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LE.d

wg

6/7/

2016

© C

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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'

Page 6: PROJECT: WATER & SEWER IMPROVEMENT PLANS CORKSCREW

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

STA:

110

+56.

65

STA.

OFF

SET:

6.6

8' L

7

RE

22.0

STA:

111

+48.

37

STA.

OFF

SET:

3.2

7' L 8

RE

21.8

STA:

113

+87.

83

9

RE

21.9

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'

Page 7: PROJECT: WATER & SEWER IMPROVEMENT PLANS CORKSCREW

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

STA:

119

+26.

83

11

RE

21.8

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

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lans

\130

27-0

1_C

-1.0

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PR

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LE.d

wg

6/7/

2016

© C

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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'

Page 8: PROJECT: WATER & SEWER IMPROVEMENT PLANS CORKSCREW

SEWER SERVICE

8"x6"HYDRANTTEE

12

RE

21.5

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

STA:

127

+80.

534'

Ø M

ANH

OLE

14

RE

21.6

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'

Page 9: PROJECT: WATER & SEWER IMPROVEMENT PLANS CORKSCREW

8"x6" HYDRANT TEE

8" PVC C-900 DR-18 WATERMAIN (TOP EL. = 18.0')

15

RE

22.1

STA:

133

+63.

514'

Ø M

ANH

OLE

EXIST. GRADE(VARIES)

16

RE

22.4

STA:

135

+74.

22 17

RE

21.1

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'

Page 10: PROJECT: WATER & SEWER IMPROVEMENT PLANS CORKSCREW

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

STA:

140

+93.

174'

Ø M

ANH

OLE

19

RE

21.1

STA:

144

+44.

80

20

RE

21.1

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

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WG

\130

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8 PL

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2016

© C

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S, IN

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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'

Page 11: PROJECT: WATER & SEWER IMPROVEMENT PLANS CORKSCREW

21

RE

21.1

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

STA:

147

+50.

14

23

RE

21.2

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

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crew

Ran

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WG

\130

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ion

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s\C

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7/20

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INC

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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'

Page 12: PROJECT: WATER & SEWER IMPROVEMENT PLANS CORKSCREW

25

RE

21.7

STA:

170

+30.

314'

Ø M

ANH

OLE

11

RE

21.1

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

STA:

180

+30.

784'

Ø M

ANH

OLE

17

RE

21.1

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

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RES

ERVE

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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'

Page 13: PROJECT: WATER & SEWER IMPROVEMENT PLANS CORKSCREW

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

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S, IN

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016

ALL

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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'

Page 14: PROJECT: WATER & SEWER IMPROVEMENT PLANS CORKSCREW

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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ETAI

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CR

OSS

SEC

TIO

NS.

dwg

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2016

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ASS

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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'

Page 15: PROJECT: WATER & SEWER IMPROVEMENT PLANS CORKSCREW

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

3027

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2016

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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'

Page 16: PROJECT: WATER & SEWER IMPROVEMENT PLANS CORKSCREW

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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2016

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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'

Page 17: PROJECT: WATER & SEWER IMPROVEMENT PLANS CORKSCREW

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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\130

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Plan

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6/7/

2016

© C

OPY

RIG

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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'

Page 18: PROJECT: WATER & SEWER IMPROVEMENT PLANS CORKSCREW

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

- C

orks

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Ran

ch\D

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\130

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Plan

s\C

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2016

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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'


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