project: water & sewer improvement plans corkscrew

of 18/18
DEVELOPER: 13027 6/7/2016 PROJECT: DATE REVISIONS LEE COUNTY RMS ESS ADDRESS: © COPYRIGHT MORRIS DEPEW ASSOCIATES, INC. 2016 ALL RIGHTS RESERVED HARVEY B. YOUNGQUIST & TIMOTHY G. YOUNGQUIST T/C Fort Myers 2891 Center Pointe Drive Unit 100 Fort Myers, Florida 33916 (239) 337-3993 Fax: (239) 337-3994 Toll free: 866-337-7341 Tallahassee 113 South Monroe Street 1st Floor Tallahassee, Florida 32301 Toll free: 866-337-7341 Gainesville 414 SW 140th Terrace Suite 100 Newberry, FL 32669 (352) 378-3450 Destin 495 Grand Boulevard Suite 206 Miramar Beach, FL 32550 Toll free: 866-337-7341 CONSULTANT: TITLE: DATE: JURISDICTION: DRAWING BY: PROJECT MANAGER: SHEET NUMBER: JOB/FILE NUMBER: CORKSCREW RANCH ENGINEERS PLANNERS SURVEYORS LANDSCAPE ARCHITECTS FL CA NO. 6532 / FL CERT NO. LB6891 / LC26000330 MORRIS C-G01 CORKSCREW RANCH SHEET INDEX DESCRIPTION SHEET NUMBER FDEP DOH CIVIL ENGINEERING COVER SHEET C-G01 9 9 GENERAL NOTES C-G02 9 9 9 9 9 9 MASTER UTILITY PLAN 9 9 9 9 DETAILS & CROSS SECTIONS 9 9 UTILITY PLANS AND PROFILES 9 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 9 9 C-1.01 9 9 LCU 9 9 9 9 9 9 9 9 9 9 SFWMD 9 9 9 9 9 9 9 9 9 9 LEE CO. 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 9 N.T.S. SITE LOCATION MAP N.T.S. SITE VICINITY MAP WATER & SEWER IMPROVEMENT PLANS LEE COUNTY, FLORIDA SECTION 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 SEAL AND SIGNATURE BY THE ENGINEER OF RECORD RYAN M. SHUTE FL PE# 54597 SEAL: G:\13027 - Corkscrew Ranch\DWG\13027-00 Construction Plans\Current Plans\13027-01_C-G01 COVER SHEET.dwg 6/7/2016 COVER SHEET PROJECT SITE PROJECT LOCATION 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 9 Digitally signed by Ryan M Shute PE 54597 DN: cn=Ryan M Shute PE 54597, o=Morris- Depew Associates, Inc, ou, [email protected] da.com, c=US Date: 2016.06.07 08:51:50 -04'00'

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LCU DTLSFort Myers 2891 Center Pointe Drive
Unit 100 Fort Myers, Florida 33916
(239) 337-3993 Fax: (239) 337-3994
Toll free: 866-337-7341
Toll free: 866-337-7341
(352) 378-3450
Toll free: 866-337-7341
FL CA NO. 6532 / FL CERT NO. LB6891 / LC26000330
MORRIS
C-G01
C-1.01
STRAP # 21-46-26-02-0000A.00CE
C-1.02 - C-1.11
C-5.01
DRAWING IS NOT VALID WITHOUT AN ORIGINAL SEAL AND SIGNATURE BY THE ENGINEER OF RECORD
RYAN M. SHUTE FL PE# 54597
SEAL:
LCU SANITARY DETAILS C-5.03
LCU PUMP STATION ELECTRICAL DIAGRAM & NOTES C-5.05
LANDSCAPE 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] da.com, c=US Date: 2016.06.07 08:51:50 -04'00'
13027
6/7/2016
STRAP # 21-46-26-02-0000A.00CE
CORKSCREW RANCH
(239) 337-3993 Fax: (239) 337-3994
Toll free: 866-337-7341
Toll free: 866-337-7341
(352) 378-3450
Toll free: 866-337-7341
FL CA NO. 6532 / FL CERT NO. LB6891 / LC26000330
MORRIS
201020
DRAWING IS NOT VALID WITHOUT AN ORIGINAL SEAL AND SIGNATURE BY THE ENGINEER OF RECORD
RYAN M. SHUTE FL PE# 54597
SEAL:
GENERAL REQUIREMENTS
1. ABBREVIATIONS: UNLESS OTHERWISE SHOWN, ABBREVIATIONS AND SYMBOLS ARE SET OUT IN FDOT STANDARD INDEX 001 AND 002.
2. FIELD VERIFY INFORMATION: LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF PLANS PREPARATION. 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. COMPLY WITH ALL PERMIT CONDITIONS AND UTILITY COMPANY REQUIREMENTS. OBTAIN AND PAY FOR ALL CONTRACTOR PERMITS PRIOR TO CONSTRUCTION. SCHEDULE INSPECTIONS IN COMPLIANCE WITH THE REQUIREMENTS OF THE ENGINEER, UTILITY COMPANIES, AND GOVERNMENT AGENCIES. OBTAIN SUCCESSFUL INSPECTIONS PRIOR TO COVERING OR OTHERWISE RESUMING 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 CONSTRUCTION ACTIVITIES. PROVIDE TEMPORARY WATER, FIRE, ELECTRIC, AND TELEPHONE SERVICE. PROVIDE BARRIERS TO PROTECT TREES 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 IN ACCORDANCE WITH FDOT STANDARD SPECIFICATION, SECTION 104. UNLESS OTHERWISE SHOWN, PROVIDE SILT SCREEN AROUND THE PERIMETER OF DISTURBED SOIL, HAY BALES AT THE DISCHARGE POINT OF ALL FLUMES, SWALES, AND WEIRS AND 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 INSTALLED MATERIALS FROM LOSS OR DAMAGE.
8. PROTECT EXISTING WORK: PROTECT ALL ABOVE AND BELOW GROUND FACILITIES FROM CONSTRUCTION DAMAGE. REPAIR OR REPLACE DAMAGED FACILITIES TO THE SATISFACTION OF THE ENGINEER AND THE OWNER OF THE FACILITY. PAY ALL FEES AND COSTS ASSOCIATED WITH REPAIR OR REPLACEMENT INCLUDING UTILITIES, INSPECTIONS, RESURVEYS, AND MATERIAL 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 MANUFACTURE OR SHIPMENT. THE ENGINEER WILL REVIEW ONLY FOR GENERAL CONFORMANCE TO THE PLANS AND SPECIFICATIONS AND WILL NOT REVIEW DIMENSIONS OR OTHER DETAILS. THE ENGINEER MAY REJECT ANY MATERIALS INSTALLED PRIOR TO SHOP DRAWING APPROVAL.
10. RECORD DRAWINGS: PROVIDE RECORD OR "AS BUILT" DRAWINGS PREPARED BY A REGISTERED LAND SURVEYOR IN SUFFICIENT DETAIL TO HORIZONTALLY AND VERTICALLY LOCATE ALL CONSTRUCTION.
11. COORDINATE WORK: COORDINATE WITH UTILITY COMPANIES REGARDING THE RELOCATION OR INSTALLATION OF UTILITY FACILITIES. COORDINATE WORK WITH THE OWNER AND OTHER CONTRACTORS. MAINTAIN ACCESS FOR CONTINUING OPERATIONS AND OCCUPANTS. PROVIDE A WORK SCHEDULE IN A FORMAT ACCEPTABLE TO THE ENGINEER. REVISE THE SCHEDULE MONTHLY
12. CONSTRUCTION TESTING: PROVIDE THE SERVICES OF A TESTING LABORATORY ACCEPTABLE TO THE ENGINEER TO PERFORM ALL REQUIRED CONSTRUCTION TESTING. REQUIRE THE TESTING LABORATORY TO FURNISH DIRECTLY TO THE ENGINEER TWO (2) COPIES OF ALL REPORTS.
13. COORDINATE INSPECTIONS: COORDINATE ALL REQUIRED INSPECTIONS WITH THE ENGINEER AND ALL APPROPRIATE GOVERNMENT AGENCIES AND UTILITIES. NOTIFY THE ENGINEER 48 HOURS IN ADVANCE OF ANY PLANNED INSPECTION. PAY FOR 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 TEST REPORTS, RECORD DRAWINGS, EQUIPMENT AND MATERIAL WARRANTEES, AND RELEASES OF LIEN PRIOR TO ISSUANCE OF A CERTIFICATE 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 USED SAFELY AND FOR BUILDING PURPOSES WITHOUT UNDUE DANGER FROM FLOOD OR ADVERSE SOIL OR FOUNDATION CONDITIONS AS LONG AS IT IS CONSTRUCTED BASED ON A LICENSED GEO - TECHNICAL ENGINEER'S FOUNDATION RECOMMENDATION. THE SITE IS NOT LOCATED IN A FLOOD PLAIN OR RIVERAIN AREA THEREFORE, NO ADVERSE IMPACTS ARE 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 OF TRANSPORTATION ROAD AND BRIDGE CONSTRUCTION, UNLESS OTHERWISE NOTED.
19. REFERENCES TO THE "FDOT INDEX" REFER TO THE CURRENT EDITION OF THE FLORIDA DEPARTMENT OF TRANSPORTATION DESIGN SPECIFICATIONS, UNLESS OTHERWISE NOTED.
SYMBOLS:
UTILITIES
= COUPLING
.......CENTER LINE CL .......CENTER LINE CMP .......CORRUGATED METAL PIPE CO ........SANITARY SEWER CLEANOUT CONC ........CONCRETE DE ........DRAINAGE EASEMENT DIP ........DUCTILE IRON PIPE EIE ........EAST INVERT ELEVATION ELEV ........ELEVATION EOP ........EDGE OF PAVEMENT EP ........EDGE OF PAVEMENT EOW ........EDGE OF WATER ERCP ........ELLIPTICAL REINFORCED CONCRETE PIPE EXIST ........EXISTING EX ........EXISTING FFE ........FINISHED FLOOR ELEVATION FH ........FIRE HYDRANT FL ........FLOW LINE FM ........FORCE MAIN FOC ........FACE OF CURB FPL ........FLORIDA POWER & LIGHT GE ........GRATE ELEVATION GV ........GATE VALVE IE ........INVERT ELEVATION INV ........INVERT IRRIG ........IRRIGATION LF ........LINEAR FEET MAX ........MAXIMUM MH ........MANHOLE MIN ........MINIMUM NGVD ........NATIONAL GEODETIC VERTICAL DATUM
NIE ........NORTH INVERT ELEVATION
OE ........OVER ELECTRIC PIV ........POST INDICATOR VALVE PV ........PLUG VALVE PL ........PROPERTY LINE
........PROPERTY LINE PP ........POWER POLE PROP ........PROPOSED PUE ........PUBLIC UTILITY EASEMENT PVC ........POLY VINYL CHLORIDE PIPE RCP ........REINFORCED CONCRETE PIPE RE ........RIM ELEVATION RM ........REUSE MAIN
R/W ........RIGHT OF WAY ROW ........RIGHT OF WAY
SIE ........SOUTH INVERT ELEVATION
S/W ........SIDEWALK TBR ........TO BE REMOVED TOB ........TOP OF BANK TOC ........TOP OF CURB TOE ........TOE OF SLOPE TOS ........TOP OF SIDEWALK VG ........VALLEY GUTTER WIE ........WEST INVERT ELEVATION WM ........WATER MAIN
CL
PL
S-301 = DRAINAGE STRUCTURE NUMBER
=PROPOSED LIGHT LOCATION (SEE PHOTOMETRIC PLAN
SHEETS)
SANITARY SYSTEM
1. PROVIDE PUBLIC AND PRIVATE, GRAVITY SEWERS, FORCEMAINS, PUMP STATIONS, SEPTIC SYSTEMS, AND APPURTENANCES IN ACCORDANCE WITH THE APPROPRIATE STANDARDS AS SHOWN BELOW.
2. INSTALL PUBLICLY MAINTAINED SANITARY SYSTEM IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE UTILITY HAVING JURISDICTION AND WITH THE APPLICABLE AWWA STANDARDS.
3. INSTALL PRIVATE SANITARY SERVICES FROM MAIN TO WITHIN 5 FT. OF BUILDING IN ACCORDANCE WITH THE STANDARD PLUMBING CODE AND THE REGULATIONS OF THE UTILITY AUTHORITY HAVING JURISDICTION. INSTALL CLEANOUTS AT APPROPRIATE SPACING IN ACCORDANCE WITH THE STANDARD PLUMBING CODE. TERMINATE WITH A CLEANOUT IF NO OTHER CLEANOUTS 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 AS SPECIFIED BY THE UTILITY COMPANY.
7. INSTALL A METALLIC-BACKED IDENTIFICATION TAPE ONE FOOT BELOW FINISHED GRADE AND 18" ABOVE TOP OF PIPE FOR ALL LINES AND SERVICES. LABEL THE TAPE FOR THE PUBLIC AND PRIVATE SYSTEM "SANITARY SEWER" WITH A PURPLE BACKGROUND.
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.
1. PROVIDE PUBLIC, PRIVATE, AND FIRE WATER SYSTEM PIPES, VALVES, BACKFLOW PREVENTERS, FIRE HYDRANTS, JOINT RESTRAINTS, AND APPURTENANCES IN ACCORDANCE WITH THE APPROPRIATE STANDARDS AS SHOWN BELOW.
2. INSTALL PUBLIC WATER SYSTEM (INCLUDING REDUCED PRESSURE BACKFLOW PREVENTER AND METER) IN ACCORDANCE WITH 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 THE STANDARD PLUMBING CODE AND THE REGULATIONS OF THE UTILITY AUTHORITY HAVING JURISDICTION. TERMINATE WITH GATE 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 PUBLIC SYSTEM AND A CONTROL VALVE AT EACH BUILDING.
6. ALL FIRE SYSTEM MATERIALS MUST BE UL LISTED. INSTALL THE FOLLOWING MATERIALS FOR FIRE SYSTEMS UNLESS OTHERWISE 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 UNLESS OTHERWISE 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 WITH TWO 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 LINES AND 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 FIRE AUTHORITY HAVING JURISDICTION.
12.2. SUBMIT MATERIAL TEST OR CERTIFICATION: TRENCH BACKFILL DENSITY, PIPE HORIZONTAL AND VERTICAL LOCATION, AND PRESSURE TEST.
12.3. SUBMIT SHOP DRAWINGS: PIPE, VALVES, REDUCED PRESSURE BACKFLOW PREVENTERS, JOINT RESTRAINTS, METALLIC TAPE, 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'
M AT
C H
L IN
E
LOT # 12 LOT # 11 LOT # 10 LOT # 9 LOT # 8 LOT # 7
LOT # 6 LOT # 5 LOT # 4 LOT # 3
LOT # 2
LOT # 41 LOT # 42 LOT # 43
LOT # 44 LOT # 45 LOT # 46 LOT # 47 LOT # 43 LOT # 53 LOT # 54
LOT # 49
PROPERTY LINE N 01°09'16" W 4365.7100'
PROPERTY LINE N 01°09'16" W 4402.8300'
PANTHER ISLAND BLVD.
PANTHER ISLAND BLVD.
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
PANTHER ISLAND BLVD.
PANTHER ISLAND BLVD.
STRAP # 21-46-26-02-0000A.00CE
CORKSCREW RANCH
(239) 337-3993 Fax: (239) 337-3994
Toll free: 866-337-7341
Toll free: 866-337-7341
(352) 378-3450
Toll free: 866-337-7341
FL CA NO. 6532 / FL CERT NO. LB6891 / LC26000330
MORRIS
C O
PY R
IG H
T M
O R
R IS
D EP
EW A
SS O
C IA
TE S,
IN C
. 2 01
6 AL
L R
IG H
TS R
ES ER
VE D
DRAWING IS NOT VALID WITHOUT AN ORIGINAL SEAL AND SIGNATURE BY THE ENGINEER OF RECORD
RYAN M. SHUTE FL 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] da.com, 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
8"x2" RED.BLOW-OFF
8" DI CL 350 CONFLICT ASSEMBLY (SEE LCU. DTL. 6.10)
20LF
LOT # 24 LOT # 23 LOT # 22
PANTHER ISLAND BLVD.
EX. INV. N.=19.06
EX. INV. S.=18.19
8" PVC C-900 DR-18 WATER MAIN
8" SAN. SEWER (PVC C-900 DR-18) @ 0.4% MIN. SLOPE
MH # 1
EXIST. EOP
BLOW-OFF (SEE LCU STANDARD DTL. 6.14)
(4) 8" MJ 45° BENDS
SINGLE WATER SERVICE
8"x6" HYDRANT TEE 8"x2" RED.
8" DI CL 350
LOT # 31
LOT # 33
LOT # 32
ARIVACA COURT
LOT # 34
159+35
LOT # 30
PAN TH
ER ISLAN
D BLVD
21.87
8" SAN. SEWER (PVC SDR-26) @ 0.4% MIN. SLOPE
MH # 9 MH # 24
(EXIST. 45' R.O.W.)
12" RIBBON CURB
12" RIBBON CURB
SINGLE WATER SERVICE
NDARD DTL. 9.14)
8" MJ CAP
NGLE WATER SERVICE
8"x6" HYDRANT TEE
6" SEWER BELOW 24"x36" RCP
20 D.E & P.U.E.
20 D.E & P.U.E.
8"x6" HYDRANT TEE
221 LF 8" SAN. SEWER (PVC SDR-26) @ 0.4% MIN. SLOPE
IE = 17.13 SEWER SERVICE
NIE =10.71 SIE =10.71
IE = 15.40
6/7/2016
STRAP # 21-46-26-02-0000A.00CE
CORKSCREW RANCH
ARIVACA COURT
10
100+00 101+00 102+00159+00 160+00 161+00 162+00
SEE SH EET C
(239) 337-3993 Fax: (239) 337-3994
Toll free: 866-337-7341
Toll free: 866-337-7341
(352) 378-3450
Toll free: 866-337-7341
FL CA NO. 6532 / FL CERT NO. LB6891 / LC26000330
MORRIS
C O
PY R
IG H
T M
O R
R IS
D EP
EW A
SS O
C IA
TE S,
IN C
. 2 01
6 AL
L R
IG H
TS R
ES ER
VE D
DRAWING IS NOT VALID WITHOUT AN ORIGINAL SEAL AND SIGNATURE BY THE ENGINEER OF RECORD
RYAN M. SHUTE FL PE# 54597
SEAL:
SEE SH EET C
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] da.com, 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
NIE=16.71
SIE=16.61 NIE=16.24 SIE=16.14
NIE=14.76
ST A.
O FF
SE T:
1 .9
4' R
ST A.
O FF
SE T:
6 .0
3' R
ST A.
O FF
SE T:
6 .6
2' R
ST A.
O FF
SE T:
2 .3
3' R
4' Ø
M AN
H O
10 8+
8" PVC C-900 DR-18 WATER MAIN
8" SAN. SEWER (PVC SDR-26) @ 0.4% MIN. SLOPE
SINGLE 4'' SAN. SERVICE (PVC SDR-26)
8" SAN. SEWER (PVC SDR-26) @ 0.4% MIN. SLOPE
MH # 4
MATCH LINE
MH # 5
8" SAN. SEWER (PVC SDR-26) @ 0.4% MIN.
SLOPE
12" RIBBON CURB (SEE DTL. SHT C-5.01)
DOUBLE WATER SERVICE
8"x6" TEE
12" RIBBON CURB (SEE DTL. SHT C-5.01)
(EXIST. 45' R.O.W.)
8" GV
8"x8" TEE
STRAP # 21-46-26-02-0000A.00CE
CORKSCREW RANCH
20
25
0
30
10 102+00 103+00 104+00 105+00 106+00 107+00 108+00
SEE SHEET C-1.04
(239) 337-3993 Fax: (239) 337-3994
Toll free: 866-337-7341
Toll free: 866-337-7341
(352) 378-3450
Toll free: 866-337-7341
FL CA NO. 6532 / FL CERT NO. LB6891 / LC26000330
MORRIS
D
DRAWING IS NOT VALID WITHOUT AN ORIGINAL SEAL AND SIGNATURE BY THE ENGINEER OF RECORD
RYAN M. SHUTE FL PE# 54597
SEAL:
SEE SHEET C-1.02
109+00
S EE
S H
EE T
C -1
.0 2
Digitally signed by Ryan M Shute PE 54597 DN: cn=Ryan M Shute PE 54597, o=Morris- Depew Associates, Inc, ou, [email protected] da.com, 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=12.78 NIE=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 (PVC SDR-26) @ 0.4% MIN.
SLOPE
SEWER SERVICE
12" MIN. VERT. CLEARANCE
12" MIN. VERT. CLEARANCE
12" MIN. VERT. CLEARANCE
SEWER SERVICE
8" PVC C-900 DR-18 WATER MAIN (TOP EL. = 18.0') 8" DI CL 350
CONFLICT ASSEMBLY (SEE LCU. DTL. 6.10)
8" DI CL 350 CONFLICT ASSEMBLY (SEE LCU. DTL. 6.10)8" DI CL 350
CONFLICT ASSEMBLY (SEE LCU. DTL. 6.10)
6
LOT # 15
LOT # 29
LOT # 30
EXISTING LAKE
EX. 19"x30" CMP
EX. 36" CMP
EX. 30" RCP
EX. 24"x38" CMP
EX. DRAIN STRUCT. EX. GRATE = 20.89 EX. INV. W.= 17.08 EX. INV. SE.=17.13
EX. DRAIN STRUCT. EX. GRATE = 20.88
EX. INV. NW.= 17.41 EX. INV. E.=17.45
EX. DRAIN STRUCT. EX. GRATE = 21.06 EX. INV. SE.= 16.54
EX. INV. N.=16.65
EX. DRAIN STRUCT. EX. GRATE = 21.08 EX. INV. S.= 16.09
EX. INV. NW.=16.65
21 .57
21 .2321
8" SAN. SEWER (PVC SDR-26) @ 0.4% MIN.
SLOPE
8" SAN. SEWER (PVC SDR-26) @ 0.4% MIN. SLOPE
8" SAN. SEWER (PVC SDR-26) @ 0.4% MIN. SLOPE
8" SAN. SEWER (PVC SDR-26) @ 0.4% MIN. SLOPE
SINGLE SAN. SERVICE (PVC SDR-26)
SINGLE WATER SERVICE
SERVICE (PVC SDR-26)
SINGLE WATER SERVICE
SINGLE WATER SERVICE
SINGLE WATER SERVICE
8"x6" HYDRANT TEE
SINGLE WATER SERVICE
(EXIST. 45' R.O.W.)
8" PVC C-900 DR-18 WATER MAIN
SINGLE WATER SERVICE
12' MIN.
8" MJ 22.5° BEND
8" MJ 22.5° BEND
8" MJ 22.5° BEND
8" DI CL 350
STRAP # 21-46-26-02-0000A.00CE
CORKSCREW RANCH
5
20
25
10
110+00 111+00 112+00 113+00 114+00 115+00 116+00
SEE SH EET C
(239) 337-3993 Fax: (239) 337-3994
Toll free: 866-337-7341
Toll free: 866-337-7341
(352) 378-3450
Toll free: 866-337-7341
FL CA NO. 6532 / FL CERT NO. LB6891 / LC26000330
MORRIS
D
DRAWING IS NOT VALID WITHOUT AN ORIGINAL SEAL AND SIGNATURE BY THE ENGINEER OF RECORD
RYAN M. SHUTE FL PE# 54597
SEAL:
S EE
S H
EE T
C -1
.0 5
117+00
S EE
S H
EE T
C -1
.0 3
Digitally signed by Ryan M Shute PE 54597 DN: cn=Ryan M Shute PE 54597, o=Morris- Depew Associates, Inc, ou, [email protected] da.com, c=US Date: 2016.06.07 08:55:40 -04'00'
NIE=9.56 SIE=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
CLEARANCE
281 LF 8" SAN. SEWER (PVC SDR-26) @ 0.4% MIN. SLOPE
SEWER SERVICE
8" DI CL 350 CONFLICT ASSEMBLY (SEE LCU. DTL. 6.10)20LF
8"x8" TEE
4' Ø
M AN
H O
EX. INV. SW.= 17.18 EX. INV. E.=17.22
EX. DRAIN STRUCT. EX. GRATE= 20.12 EX. INV. W.= 16.62 EX. INV. NE.=16.72
21 .48
21 .59
21 .55
21 .88
21 .49
21 .84
8" SAN. SEWER (PVC SDR-26) @ 0.4% MIN. SLOPE
SINGLE SAN. SERVICE (PVC SDR-26)
8" SAN. SEWER (PVC SDR-26) @ 0.4% MIN.
SLOPE 8" SAN. SEWER (PVC SDR-26) @ 0.4% MIN. SLOPE
MH # 11
MH # 25
(2) 8" MJ 22.5° BENDS
(2) 8" MJ 22.5° BENDS
SINGLE WATER SERVICE
DOUBLE WATER SERVICE
8" GV 8"x6" HYDRANT TEE
8" PVC C-900 DR-18 WATER MAIN
8" DI CL 350
STRAP # 21-46-26-02-0000A.00CE
CORKSCREW RANCH
15
20
25
30
10
118+00 119+00 120+00 121+00 122+00 123+00 124+00
SEE SH EET C
(239) 337-3993 Fax: (239) 337-3994
Toll free: 866-337-7341
Toll free: 866-337-7341
(352) 378-3450
Toll free: 866-337-7341
FL CA NO. 6532 / FL CERT NO. LB6891 / LC26000330
MORRIS
D
DRAWING IS NOT VALID WITHOUT AN ORIGINAL SEAL AND SIGNATURE BY THE ENGINEER OF RECORD
RYAN M. SHUTE FL PE# 54597
SEAL:
SEE SH EET C
S EE
S H
EE T
C -1
.0 4
Digitally signed by Ryan M Shute PE 54597 DN: cn=Ryan M Shute PE 54597, o=Morris- Depew Associates, Inc, ou, [email protected] da.com, c=US Date: 2016.06.07 08:56:06 -04'00'
SEWER SERVICE
6' Ø
M AS
TE R
M AN
H O
EXIST. GRADE (VARIES)
EXIST. GRADE (VARIES)
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 (PVC SDR-26) @ 0.4% MIN.
SLOPE
EX. 12"x18" CMP EXIST. IE = 18.34±
4" DI CL 350 CONFLICT ASSEMBLY (SEE LCU. DTL. 6.10)
20LF
12" MIN. VERT. CLEARANCE
8" GV4" PVC SANITARY FORCE MAIN (CL 150) (TOP EL. = 17.30') PVC CASING
4" PVC SANITARY FORCE MAIN (CL 150)
(TOP EL. = 17.30')
EXIST. SWALE (VARIES)
4" DI CL 350 CONFLICT ASSEMBLY (SEE LCU. DTL. 6.10)
20LF
12" MIN. VERT. CLEARANCE
LOT # 9
LOT # 39
LOT # 38
LOT # 43
EX. INV. NW.= 18.70
EX. DRAIN STRUCT. EX. GRATE = 21.16 EX. INV. W.= 17.46 EX. INV. SE.=17.51 EX. INV. N.=17.48
EX . 1
2" x1
8" C
M P
EX. INV. N.= 16.97 INV. S.= 17.37
EX. DRAIN STRUCT. EX. RIM. = 21.32
EX. INV. N.= 17.05 INV. S.= 17.17
EX. DRAIN STRUCT. EX. GRATE = 20.84 EX. INV. SE.= 17.97
EX. INV. S.=16.89 INV. N.=16.76
EX. DRAIN STRUCT. EX. GRATE = 20.88
EX. INV. 18.70
EX. INV. S.= 16.39 INV. W.= 16.41EX
. 3 0"
C M
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
MH # 13
MIN. SLOPE
SINGLE WATER SERVICE
SINGLE WATER SERVICE
SINGLE WATER SERVICE
DOUBLE WATER SERVICE
8"x6" HYDRANT TEE
SINGLE WATER SERVICE
SINGLE WATER SERVICE
SINGLE WATER SERVICE
SINGLE SAN. SERVICE (PVC SDR-26)
4" PVC SAN. FORCE MAIN (CL 150)
4" PVC SAN. FORCE MAIN (CL 150)
8" SAN. SEWER (PVC SDR-26) @ 0.4% MIN.
SLOPE
(4) 4" 45° PVC BENDS
(2) 4" 45° PVC BENDS
SINGLE WATER SERVICE (LIFT STATION)
10"Ø 20 LF± HDPE CASING (DR-11)
20 D.E & P.U.E.
20 D.E & P.U.E.
STRAP # 21-46-26-02-0000A.00CE
CORKSCREW RANCH
15
20
25
30
10
125+00 126+00 127+00 128+00 129+00 130+00 131+00
SEE SH EET C
(239) 337-3993 Fax: (239) 337-3994
Toll free: 866-337-7341
Toll free: 866-337-7341
(352) 378-3450
Toll free: 866-337-7341
FL CA NO. 6532 / FL CERT NO. LB6891 / LC26000330
MORRIS
D
DRAWING IS NOT VALID WITHOUT AN ORIGINAL SEAL AND SIGNATURE BY THE ENGINEER OF RECORD
RYAN M. SHUTE FL PE# 54597
SEAL:
SEE SH EET C
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
15
EXIST. GRADE (VARIES)
(SEE LCU. DTL. 6.10)
SEWER SERVICE SEWER SERVICE
4" PVC SANITARY FORCE MAIN (CL 150) (TOP EL. = 17.30')
4" PVC SANITARY FORCE MAIN (CL 150) (TOP EL. = 17.30')
NIE=11.0 SIE=11.0
NIE=11.84 SIE=11.84
NIE=12.94 SIE=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
CONFLICT ASSEMBLY (SEE LCU. DTL. 6.10)
12" MIN. VERT. CLEARANCE
LOT # 7 LOT # 6
LOT # 44 LOT # 45 LOT # 46 LOT # 47 LOT # 43 LOT # 53
PANTHER ISLAND BLVD.
EX. 24"x38" CMP
EX. INV. NW.= 17.22 EX. INV. E.=17.32
EX. DRAIN STRUCT. EX. GRATE = 19.92 EX. INV. W.= 15.12 EX. INV. SE.=15.22
21 .721
8" SAN. SEWER (PVC SDR-26) @ 0.4% MIN. SLOPE
8" SAN. SEWER (PVC SDR-26) @ 0.4% MIN. SLOPE
8" SAN. SEWER (PVC SDR-26) @ 0.4% MIN. SLOPE
8" SAN. SEWER (PVC SDR-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.)
8"x6" HYDRANT TEE
CURB (TYP.)
4" PVC SAN. FORCE MAIN (CL 150)
4" PLUG VALVE
STRAP # 21-46-26-02-0000A.00CE
CORKSCREW RANCH
15
20
25
30
10
133+00 134+00 135+00 136+00 137+00 138+00 139+00
SEE SH EET C
(239) 337-3993 Fax: (239) 337-3994
Toll free: 866-337-7341
Toll free: 866-337-7341
(352) 378-3450
Toll free: 866-337-7341
FL CA NO. 6532 / FL CERT NO. LB6891 / LC26000330
MORRIS
D
DRAWING IS NOT VALID WITHOUT AN ORIGINAL SEAL AND SIGNATURE BY THE ENGINEER OF RECORD
RYAN M. SHUTE FL PE# 54597
SEAL:
S EE
S H
EE T
C -1
.0 8
S EE
S H
EE T
C -1
.0 6
S EE
S H
EE T
C -1
.0 6
Digitally signed by Ryan M Shute PE 54597 DN: cn=Ryan M Shute PE 54597, o=Morris- Depew Associates, Inc, ou, [email protected] da.com, c=US Date: 2016.06.07 08:57:02 -04'00'
8" PVC C-900 DR-18 WATER MAIN (TOP EL. = 18.0')
EXIST. GRADE (VARIES)
8" DI CL 350 CONFLICT ASSEMBLY (SEE LCU. DTL. 6.10)
4" PVC SANITARY FORCE MAIN (CL 150) (TOP EL. = 17.30')
EXIST. SWALE (VARIES)
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 (PVC SDR-26) @ 0.4% MIN.
SLOPE 145 LF 8" SAN. SEWER (PVC SDR-26) @ 0.4%
MIN. SLOPE
EX. 19"x30" CMP EXIST. IE = 15.22± 8" PVC C-900 DR-18 WATER
MAIN (TOP EL. = 18.0')
12" MIN. VERT. CLEARANCE
4" DI CL 350 CONFLICT ASSEMBLY (SEE LCU. DTL. 6.10)
4" DI CL 350 CONFLICT ASSEMBLY (SEE LCU. DTL. 6.10)
12" MIN. VERT. CLEARANCE
144+00
145+00
146+00
LOT # 2
LOT # 6
LOT # 53
EX. INV. NW.= 17.22 EX. INV. E.=17.32
EX. DRAIN STRUCT. EX. GRATE = 19.74 EX. INV. N.= 16.19
EX. INV. SE.=16.76
EX. INV. NW.= 17.23 EX. INV. S.=17.62
EX. DRAIN STRUCT. EX. GRATE = 19.92 EX. INV. W.= 15.12 EX. INV. SE.=15.22
21 .12
21 .11
21 .09
21 .00
0.9 6
21 .09
21 .07
21 .26
21 .16
21 .20
21 .16
21 .28
21 .19
21 .1
21 .120
8" SAN. SEWER (PVC SDR-26) @ 0.4% MIN.
SLOPE
DOUBLE 6'' SAN. SERVICE (PVC SDR-26)
MH # 18 MH # 19
M H
SLOPE
8"x6" HYDRANT TEE
SINGLE WATER SERVICE
(EXIST. 45' R.O.W.)
SINGLE WATER SERVICE
DOUBLE WATER SERVICE
DOUBLE WATER SERVICE
SINGLE WATER SERVICE
8" MJ 22.5° BEND
8" MJ 22.5° BEND
8" MJ 22.5° BEND
8" MJ 45° BEND
4" PVC SAN. FORCE MAIN (CL 150)
EXIST. SWALE
(REPLACE)
(REPLACE)
STRAP # 21-46-26-02-0000A.00CE
CORKSCREW RANCH
20
25
30
10
35
141+00 142+00 143+00 144+00 145+00 146+00
SEE SH EET C
(239) 337-3993 Fax: (239) 337-3994
Toll free: 866-337-7341
Toll free: 866-337-7341
(352) 378-3450
Toll free: 866-337-7341
FL CA NO. 6532 / FL CERT NO. LB6891 / LC26000330
MORRIS
D
DRAWING IS NOT VALID WITHOUT AN ORIGINAL SEAL AND SIGNATURE BY THE ENGINEER OF RECORD
RYAN M. SHUTE FL PE# 54597
SEAL:
SEE SHEET C-1.09
S EE
S H
EE T
C -1
.0 7
S EE
S H
EE T
C -1
.0 7
Digitally signed by Ryan M Shute PE 54597 DN: cn=Ryan M Shute PE 54597, o=Morris-Depew Associates, Inc, ou, [email protected] da.com, c=US Date: 2016.06.07 08:57:31 -04'00'
21
EXIST. GRADE (VARIES)
SEWER SERVICE
NIE=16.45
SIE=16.55
84 LF 8" SAN. SEWER (PVC C-900 DR-14) @ 0.4% MIN. SLOPE
8" SAN. SEWER (PVC SDR-26) @ 0.4% MIN.
SLOPE
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
(SEE LCU. DTL. 6.10)
4" PVC SANITARY FORCE MAIN (CL 150) (TOP EL. = 17.30')
EX IS
T. R
O W
30 " M
EX. 30" R C
EX. 15" CMP
EX. 30" RCP
EX. 18" CMP
EX. DRAIN STRUCT. EX. GRATE = 19.74 EX. INV. N.= 16.19
EX. INV. SE.=16.76
EX. INV. E.= 15.91 EX. INV. W.=15.18
EX. TO E
EX. TO B
EX. TO B
EX. TO B
8" SAN. SEWER (PVC SDR-26) @ 0.4% MIN. SLOPE
MH # 23
SLOPE
DOUBLE SAN. SERVICE (PVC SDR-26)
DOUBLE SAN. SERVICE (PVC SDR-26)
12" RIBBON CURB (TYP.)
4" PVC SAN. FORCE MAIN (CL 150)
4" PVC SAN. FORCE MAIN (CL 150)
MH # 22
MH # 22
8" MJ 22.5° BENDS
8" MJ 22.5° BENDS
8" MJ 45° BEND
12" RIBBON CURB (TYP.)
EXIST. 8" FM (C
(2) 4" PVC 11.25° BENDS
(2) 4" PVC 11.25° BENDS
4" PVC 22.5° BEND
4" PVC 22.5° BEND
8"x4" WYE
10"Ø 20 LF± HDPE CASING (DR-11)
10"Ø 20 LF± HDPE CASING (DR-11)
EXIST. 45' R.O.W.
EXIST. 100' R.O.W.
8" MJ 45° BEND
4" PVC SAN. FORCE MAIN (CL 150)
(2) 4" 45° PVC BENDS
4" PVC 22.5° BEND RELOCATED
EX. MES INV. = 17.0
RELOCATED SWALE
RELOCATED SWALE
DTL. 6.7)
PROP. ASPHALT
24" RIBBON CURB
TRANSITION 24" RIBBON
TYPE 'F' CURB
28.67'
.W .
EX. 8" FORCE MAIN (C-900 DR-18). CONTRACTOR TO VERIFY LOCATION PRIOR TO CONNECTION.
20 D.E & P.U.E.
20 D.E & P.U.E.
25' LANDSCAPE BUFFER
25' LANDSCAPE BUFFER
PLANS)
PLANS) ±15.43'
10.22'
15.44'
EXIST. 8" FM (C-900 DR-18) EX. IE = 18.40± (CONTRACTOR TO VERIFY INVERT & PIPE LOCATION PRIOR TO CONSTRUCTION)
4" PVC SANITARY FORCE MAIN (CL 150)
EX. 100' R.O.W.
24 " M
EX. IE = 15.18±4" PVC (CL 150) CARRIER PIPE
HORIZONTAL DIRECTIONAL DRILL (SEE SHT. C-1.09 PLAN & LCU STANDARD DTL. 6.7)
EX IS
T. R
O W
EX IS
T. R
O W
45° BEND
CORKSCREW ROAD
HOT TAP EXIST. 24" WM (DIP CL50 EX. IE = 17.03± (CONTRACTOR TO VERIFY INVERT & PIPE LOCATION PRIOR TO CONSTRUCTION)
CORKSCREW ROAD
8" PVC C-900 DR-18 WATER MAIN (TOP EL. = 18.0')
EX IS
T. R
O W
EX IS
T. R
O W
EX. 100' R.O.W.
HORIZONTAL DIRECTIONAL DRILL (SEE SHT. C-1.09 PLAN & LCU STANDARD DTL. 6.7)
13027
6/7/2016
STRAP # 21-46-26-02-0000A.00CE
CORKSCREW RANCH
20
25
147+00 148+00
(239) 337-3993 Fax: (239) 337-3994
Toll free: 866-337-7341
Toll free: 866-337-7341
(352) 378-3450
Toll free: 866-337-7341
FL CA NO. 6532 / FL CERT NO. LB6891 / LC26000330
MORRIS
C O
PY R
IG H
T M
O R
R IS
D EP
EW A
SS O
C IA
TE S,
IN C
. 2 01
6 AL
L R
IG H
TS R
ES ER
VE D
DRAWING IS NOT VALID WITHOUT AN ORIGINAL SEAL AND SIGNATURE BY THE ENGINEER OF RECORD
RYAN M. SHUTE FL PE# 54597
SEAL:
SEE SHEET C-1.08
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] da.com, c=US Date: 2016.06.07 08:58:16 -04'00'
25
EXIST. SWALE (VARIES)
MIN. SLOPE
NIE = 8.44 SIE = 8.44
(SEE LCU. DTL. 6.10)
EX. INV. S.=15.27 INV. N.=15.19
EX. DRAIN STRUCT. EX. GRATE = 20.63
EX. INV. S.=15.67 EX. INV. N.=15.58
21.55
21.88
21.49
21.84
22.021.9
21.2
22.1
SLOPE
8" GV
SINGLE WATER SERVICE
SINGLE WATER SERVICE
8" MJ CAP
BEND
SINGLE SAN. SERVICE (PVC SDR-26)
8" SAN CO. RIM = 21.62
IE. =13.60
8"x6" HYDRANT TEE
8" PVC CAP
IE = 16.34 280 LF 8" SAN. SEWER (PVC SDR-26) @ 0.4%
MIN. SLOPE IE = 15.22
SEWER SERVICE
(VARIES)
179+35
PAN TH
ER ISLAN
D BLVD
SLOPE
8" MJ CAP
8" PVC C-900 DR-18 WATER MAIN
8" GV
STRAP # 21-46-26-02-0000A.00CE
CORKSCREW RANCH
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:
(239) 337-3993 Fax: (239) 337-3994
Toll free: 866-337-7341
Toll free: 866-337-7341
(352) 378-3450
Toll free: 866-337-7341
FL CA NO. 6532 / FL CERT NO. LB6891 / LC26000330
MORRIS
D
DRAWING IS NOT VALID WITHOUT AN ORIGINAL SEAL AND SIGNATURE BY THE ENGINEER OF RECORD
RYAN M. SHUTE FL PE# 54597
SEAL:
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] da.com, c=US Date: 2016.06.07 08:58:45 -04'00'
8" PVC C-900 DR-18 WATER MAIN (TOP EL. = 18.00')
EX IS
T. R
O W
EX IS
T. R
O W
8" PVC C-900 DR-18 WATER MAIN
45' ROW
PE R
TY B
O U
N D
AR Y
194+00
193+00
192+00
191+00
.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
MH # 4
12" RIBBON CURB (SEE DTL. SHT C-5.01)
8" PVC C-900 DR-18 WATER MAIN
8"x8" TEE
MH # 5
8" MJ 45° BEND
10'
10'
10'
STRAP # 21-46-26-02-0000A.00CE
CORKSCREW RANCH
20
25
0
30
10 190+50 191+00 192+00 193+00 194+00
15
20
25
30
10
CLIENT:
PROJECT:
DATEREVISIONS
ADDRESS:
(239) 337-3993 Fax: (239) 337-3994
Toll free: 866-337-7341
Toll free: 866-337-7341
(352) 378-3450
Toll free: 866-337-7341
FL CA NO. 6532 / FL CERT NO. LB6891 / LC26000330
MORRIS
D
DRAWING IS NOT VALID WITHOUT AN ORIGINAL SEAL AND SIGNATURE BY THE ENGINEER OF RECORD
RYAN M. SHUTE FL PE# 54597
SEAL:
SEE SHEET C-1.03
S EE
S H
EE T
C -1
.0 3
Digitally signed by Ryan M Shute PE 54597 DN: cn=Ryan M Shute PE 54597, o=Morris- Depew Associates, Inc, ou, [email protected] da.com, 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%
12" TYPE 'B' RIBBON CURB
(TYP.)
8"
12"-24"
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 INDICATED OTHERWISE ON PLANS.
4. CONTRACTION JOINTS SPACING SHALL BE 10' MAXIMUM OR AS DIRECTED BY THE INSPECTOR.
5. COLORED CONCRETE SHALL BE COLORED INTEGRALLY.
LANDSCAPE SLOPE: 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%
LANDSCAPE 24" TYPE 'B'
(TYP.)
6.31'
±2.08'
SODSOD
STRAP # 21-46-26-02-0000A.00CE
CORKSCREW RANCH
(239) 337-3993 Fax: (239) 337-3994
Toll free: 866-337-7341
Toll free: 866-337-7341
(352) 378-3450
Toll free: 866-337-7341
FL CA NO. 6532 / FL CERT NO. LB6891 / LC26000330
MORRIS
#####
DRAWING IS NOT VALID WITHOUT AN ORIGINAL SEAL AND SIGNATURE BY THE ENGINEER OF RECORD
RYAN M. SHUTE FL PE# 54597
SEAL:
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 PAVEMENT THE THICKNESS OF THE LIP SHALL BE 6", UNLESS OTHERWISE SHOWN ON THE PLANS.
3"R
1" TYPE S-III ASPHALT
6" LIMEROCK BASE LBR 100 COMPACTED TO 98% OF MAX. DENSITY BT AASHTO T-180 6" LIMEROCK BASE LBR 40 COMPACTED TO 98% OF MAX. DENSITY BT AASHTO T-180
Scale: NTS PAVEMENT DETAIL5
Digitally signed by Ryan M Shute PE 54597 DN: cn=Ryan M Shute PE 54597, o=Morris- Depew Associates, Inc, ou, [email protected] da.com, c=US Date: 2016.06.07 08:59:44 -04'00'
13027
6/7/2016
STRAP # 21-46-26-02-0000A.00CE
CORKSCREW RANCH
(239) 337-3993 Fax: (239) 337-3994
Toll free: 866-337-7341
Toll free: 866-337-7341
(352) 378-3450
Toll free: 866-337-7341
FL CA NO. 6532 / FL CERT NO. LB6891 / LC26000330
MORRIS
D
DRAWING IS NOT VALID WITHOUT AN ORIGINAL SEAL AND SIGNATURE BY THE ENGINEER OF RECORD
RYAN M. SHUTE FL PE# 54597
SEAL:
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] da.com, c=US Date: 2016.06.07 09:00:16 -04'00'
13027
6/7/2016
STRAP # 21-46-26-02-0000A.00CE
CORKSCREW RANCH
(239) 337-3993 Fax: (239) 337-3994
Toll free: 866-337-7341
Toll free: 866-337-7341
(352) 378-3450
Toll free: 866-337-7341
FL CA NO. 6532 / FL CERT NO. LB6891 / LC26000330
MORRIS
D
DRAWING IS NOT VALID WITHOUT AN ORIGINAL SEAL AND SIGNATURE BY THE ENGINEER OF RECORD
RYAN M. SHUTE FL PE# 54597
SEAL:
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] da.com, c=US Date: 2016.06.07 09:00:47 -04'00'
GRINDER PUMP STATION (SEE SHT.
C-1.06)
MIN. SLOPE
(2) 4" 45° PVC BENDS
(2) 4" 45° PVC BENDS
WATER SERVICE METER & BOX SEE
DTL 6.16
EX. 30" CMP
6.18
10' CANTILEVER GATE OPENING
LOT 40
LOT 12
13027
6/7/2016
STRAP # 21-46-26-02-0000A.00CE
CORKSCREW RANCH
(239) 337-3993 Fax: (239) 337-3994
Toll free: 866-337-7341
Toll free: 866-337-7341
(352) 378-3450
Toll free: 866-337-7341
FL CA NO. 6532 / FL CERT NO. LB6891 / LC26000330
MORRIS
D
DRAWING IS NOT VALID WITHOUT AN ORIGINAL SEAL AND SIGNATURE BY THE ENGINEER OF RECORD
RYAN M. SHUTE FL PE# 54597
SEAL:
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
STRAP # 21-46-26-02-0000A.00CE
CORKSCREW RANCH
NOTES
CLIENT:
PROJECT:
DATEREVISIONS
ADDRESS:
(239) 337-3993 Fax: (239) 337-3994
Toll free: 866-337-7341
Toll free: 866-337-7341
(352) 378-3450
Toll free: 866-337-7341
FL CA NO. 6532 / FL CERT NO. LB6891 / LC26000330
MORRIS
D
DRAWING IS NOT VALID WITHOUT AN ORIGINAL SEAL AND SIGNATURE BY THE ENGINEER OF RECORD
RYAN M. SHUTE FL PE# 54597
SEAL:
4"
FRONT VIEW
ELECTRICAL NOTES:
PFT2
PFT1
POWER FAIL TO PLC
GENERATOR
TRANSDUCER
CONTROL POWER FAIL