20190932 Ver 1_Site Plans_20190712

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COS PENINSULA at HYCO LAKE - SINGLE FAMILY RESIDENTIAL07666-0001PERSON COUNTY, NCR
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0600'600'1,200'
SCALE: 1"=600' (Horiz.)
VICINITY MAP N.T.S.
CIVIL ENGINEER
PRELIMINARY
NOT FOR CONSTRUCTION
06/28/2019
PERSON COUNTY, NC
JUNE 2019
OVERALL SITE
RESIDENTIAL SUBDIVISION
PENINSULA at HYCO LAKE
PARCEL / TRACT NO. OR DWG NO.:147/A14, 51/A13 &
DWG NO. L-C-10238
ZONING:RESIDENTIAL
PROJECT AREA:TRACT 1= 6.74 ACRES;
TRACT 2 = 41.90 ACRES;
TRACT 3 = 389.59 ACRES
TOTAL PROJECT AREA:438.23 ACRES
PROPOSED USE:SINGLE FAMILY RESIDENTIAL
NUMBER OF LOTS:162
MINIMUM LOT SIZE REQUIRED:15,000 SF
MINIMUM LOT SIZE PROVIDED:16,835.42 SF
MINIMUM LOT WIDTH:75 LF
MINIMUM SETBACKS:
FRONT 25'
SIDE 10'
SIDE CORNER:25'
REAR 15' (0' at water boundary Elev 420 water level)
TOTAL LENGTH OF ROADS:
20' EP (COLLECTOR ROAD):13,259.1 LF
18' EP (LOCAL ROADS):13,720.2 LF
SITE STATISTICS
NAME:EAST COAST INVESTORS, LLC
ADDRESS:3129 SPRINGBANK LANE
CHARLOTTE, NC 28226
PHONE #: [phone]
EMAIL: [e-mail]
OWNER
NAME:SUNBELT AQUISITIONS, LLC
ADDRESS:3129 SPRINGBANK LANE
CHARLOTTE, NC 28226
PHONE #: [phone]
EMAIL: [e-mail]
DEVELOPER
NC 57
SR-1314ZION LEVE
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DUS 119NC-1553
CASWELL
COUNTY
PERSON
COUNTY
HYCO LAK
E
VIRGINIA
NORTH CAROLINA
SITE
WATERSAIL WAYTOPMAST POINTWINDSAIL POINTBINNACLE PLACEWATER COLOR POINTSAILMAKER COURTANCHOR BELL PLACESKYSAIL
PO
INT WINDJAMMER COURTSTARBOARD POINT
TOPSAI
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WATC
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WATERSAIL
WAY
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Sheet List Table
DRAWING NO.DRAWING TITLE
C1.0 COVER SHEET
C1.1 GENERAL NOTES AND LEGEND
C1.2 NCDEQ NOTES
C3.0 SITE PLAN OVERALL
C3.1 SITE PLAN ENLARGED
C3.2 SITE PLAN ENLARGED
C3.3 SITE PLAN ENLARGED
C3.4 SITE PLAN ENLARGED
C3.5 SITE PLAN ENLARGED
C3.6 SITE PLAN ENLARGED
C4.0 OVERALL EROSION CONTROL PHASE 1
C4.1 EROSION CONTROL PHASE 1 ENLARGED
C4.2 EROSION CONTROL PHASE 1 ENLARGED
C4.3 EROSION CONTROL PHASE 1 ENLARGED
C4.4 EROSION CONTROL PHASE 1 ENLARGED
C4.5 EROSION CONTROL PHASE 1 ENLARGED
C4.6 EROSION CONTROL PHASE 1 ENLARGED
C4.7 EROSION CONTROL PHASE 1 ENLARGED
C4.8 EROSION CONTROL PHASE 1 ENLARGED
C4.9 EROSION CONTROL PHASE 1 ENLARGED
C4.10 EROSION CONTROL PHASE 1 ENLARGED
C4.11 EROSION CONTROL PHASE 1 ENLARGED
C4.12 EROSION CONTROL PHASE 1 ENLARGED
C4.13 EROSION CONTROL PHASE 1 ENLARGED
C4.14 EROSION CONTROL PHASE 1 ENLARGED
C4.15 EROSION CONTROL PHASE 1 ENLARGED
C4.16 EROSION CONTROL PHASE 1 ENLARGED
C4.17 EROSION CONTROL PHASE 1 ENLARGED
C5.0 OVERALL EROSION CONTROL PHASE 2
C5.1 EROSION CONTROL PHASE 2 ENLARGED
C5.2 EROSION CONTROL PHASE 2 ENLARGED
C5.3 EROSION CONTROL PHASE 2 ENLARGED
C5.4 EROSION CONTROL PHASE 2 ENLARGED
C5.5 EROSION CONTROL PHASE 2 ENLARGED
C5.6 EROSION CONTROL PHASE 2 ENLARGED
C5.7 EROSION CONTROL PHASE 2 ENLARGED
C5.8 EROSION CONTROL PHASE 2 ENLARGED
C5.9 EROSION CONTROL PHASE 2 ENLARGED
C5.10 EROSION CONTROL PHASE 2 ENLARGED
C5.11 EROSION CONTROL PHASE 2 ENLARGED
C5.12 EROSION CONTROL PHASE 2 ENLARGED
C5.13 EROSION CONTROL PHASE 2 ENLARGED
C5.14 EROSION CONTROL PHASE 2 ENLARGED
C5.15 EROSION CONTROL PHASE 2 ENLARGED
C5.16 EROSION CONTROL PHASE 2 ENLARGED
C5.17 EROSION CONTROL PHASE 2 ENLARGED
C7.0 WATERSAIL WAY PLAN & PROFILE STA 0+00 - STA 8+00
C7.1 WATERSAIL WAY PLAN & PROFILE STA 8+00 - STA 18+50
C7.2 WATERSAIL WAY PLAN & PROFILE STA 18+50 - STA 26+00
C7.3 WATERSAIL WAY PLAN & PROFILE STA 26+00 - STA 41+50
C7.4 WATERSAIL WAY PLAN & PROFILE STA 41+50 - STA 56+00
C7.5 WATERSAIL WAY PLAN & PROFILE STA 56+00 - STA 70+00
C7.6 WATERSAIL WAY PLAN & PROFILE STA 70+00 - STA 85+00
C7.7 WATERSAIL WAY PLAN & PROFILE STA 85+00 - STA 101+00
C7.8 WATERSAIL WAY PLAN & PROFILE STA 101+00 - STA 109+00
C7.9 WATERSAIL WAY PLAN & PROFILE STA 109+00 - STA 125+00
C7.10 WATERSAIL WAY PLAN & PROFILE STA 125+00 - STA 134+59.56
C7.11 TOPMAST COURT PLAN & PROFILE
C7.12 WINDSAIL POINT PLAN & PROFILE
C7.13 BALLAST LANE PLAN & PROFILE
C7.14 ANCHOR WATCH TERRACE PLAN & PROFILE
C7.15 BINNACLE PLACE PLAN & PROFILE
C7.16 WATER COLOR POINT PLAN & PROFILE
C7.17 SAILMAKER COURT PLAN & PROFILE
C7.18 TOPSAIL POINT PLAN & PROFILE
C7.19 ANCHOR BELL PLACE PLAN & PROFILE
C7.20 BATTEN COURT PLAN & PROFILE
C7.21 SKYSAIL POINT PLAN & PROFILE
C7.22 STARBOARD POINT PLAN & PROFILE
C7.23 WINDJAMMER COURT PLAN & PROFILE
C10.0 DETAILS
C10.1 DITCH DETAILS
C10.2 DETAILS
C10.3 SEDIMENT BASIN DETAILS
C10.4 ROADWAY DETAILS
C10.5 ROUNDABOUT DETAILS
C10.6 NCDOT DETAILS
NUMBER
REVISIONREVISION
DATEISSUE DATE
ORIGINAL
REASON
REVISION
PROP. WASTEWATER
TREATMENT UNIT & POND
HYCO LAKE
HYCO LAKE
CANE CREEK
JEFF ROAD12 IRRIGATION ZONE SHEET INDEX
WASTEWATER TREATMENT & IRRIGATIONS SYSTEMS - DIEHL & PHILLIPS, P.A.
13
14
15
16
17
18
19
20
21
22
23
IRRIGATION ZONES 2 THROUGH 5
IRRIGATION ZONES 6 THROUGH 9
IRRIGATION ZONES 10 AND 11
IRRIGATION ZONES 12 THROUGH 17
IRRIGATION ZONES 18 THROUGH 21
IRRIGATION ZONES 22 THROUGH 26
IRRIGATION ZONES 27 AND 28
IRRIGATION ZONES 29 THROUGH 32
IRRIGATION ZONE AND MISCELLANEOUS SITE DETAILS
IRRIGATION ZONE 1
EROSION CONTROL DETAILS
DIEHL & PHILLIPS, P.A.
CONSULTING ENGINEERS - LIC. NO. C-0465
1500 PINEY PLAINS RD., SUITE 200
CARY, N.C. 27518 = [phone]
WASTEWATER ENGINEER
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
ALL IMPROVEMENTS RELATED TO THE
ROADWAYS AND STORM DRAINAGE BY
CIVIL ENGINEER.
ALL IMPROVEMENTS OF THE LOW PRESSURE
PIPING, SPRAY IRRIGATION & TREATMENT BY
WASTEWATER ENGINEERBATTEN COURTBALLAST LANE
PROP. SPRAY
IRRIGATION AREAS
SURVEY SEALED & SIGNED BOUNDARY SURVEY (3 SHEETS)
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
PARCEL LINE (PROPOSED)
PROPERTY LINE (ADJOINING)
PROJECT BOUNDARY (SITE)
EASEMENT (OTHER)
EASEMENT (STORM DRAINAGE)
BUFFER
BUILDING SETBACK
MAJOR TOPO CONTOUR
MINOR TOPO CONTOUR
GENERAL LEGEND
FEATURE EXISTING PROPOSED
EASEMENT (SEWER)
FENCE LINE
GUARDRAIL
RIGHT-OF-WAY (ROAD)
FEATURE EXISTING PROPOSED
FLEXIBLE PIPE SLOPE DRAIN
STORM PIPE
2(SEE CHART DRAWING NO. C10.6)
OVERHEAD UTILITY
STORM PIPE
UNDERGROUND FIBER OPTIC
UNDERGROUND GAS
UNDERGROUND TELEPHONE
UNDERGROUND WATERLINE
FEATURE PROPOSED
SILT FENCE
DENUDED LIMITS
TEMPORARY DIVERSION DITCH (TDD)
DRAINAGE AREA
SPILLWAY
SEDIMENT BASIN BAFFLE
TEMPORARY WATTLE CHECK DAM
TEMPORARY SILT FENCE OUTLET
STORM AND DRAINAGE LEGEND
EROSION CONTROL LEGEND
TOP OF BANK
BOTTOM OF BANK
HEADWALL
POND / WATER FEATURE
DRAINAGE AREA (CATCH BASIN / CULVERT)
ROCK CHECK DAM
OR
CeA
TEMPORARY SILT FENCE OUTLET J-HOOK
FORCEMAIN
PERMANENT DITCH / SWALE
EASEMENT (TEMP. CONSTRUCTION)
DRAINAGE MH
YARD INLET
CATCH BASIN (CB) / DROP INLET (DI)
FLAIRED -END SECTION (FES)
JUNCTION BOX
W/ GRAVEL RIPRAP APRON
HARDWARE CLOTH &
GRAVEL INLET
PROTECTION
GRAVEL AND RIP RAP
FILTER BERM BASIN
GRAVEL
CONSTRUCTION
ENTRANCE
GRAVEL RIPRAP APRON
SOIL DELINEATION
WETLAND BOUNDARY
648
650
C ROAD L
C DITCH/SWALE L
C CREEK/STREAM L
C1.1
N/A
N/A
DKD
JPM
JPM
GENERAL NOTES AND LEGEND
JURISDICTIONAL STREAP (JD)
PERENNIAL STREAM
NON-JD / NON-PERENNIAL STREAM
DRAINAGE AREA (DITCH)
FM
STORM STRUCTURE NUMBER
(SEE CHART DRAWING NO. C10.6)
(SEE CHART DRAWING NO. C10.6)
(SEE CHART DRAWING NO. C10.1)
(SEE CHART DRAWING NO. C10.2)
DEMOLITION/EXISTING CONDITIONS NOTES:
1.ACQUIRE ALL NECESSARY PERMITS AND HOLD PRE-CONSTRUCTION MEETING PRIOR TO COMMENCEMENT OF DEMOLITION ACTIVITY.
2.CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING APPROPRIATE PARTIES AND ASSURING THAT EXISTING UTILITIES ARE LOCATED
PRIOR TO BEGINNING CONSTRUCTION.
3.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAG MEN, ETC AS NECESSARY TO ENSURE THE SAFETY OF THE
PUBLIC.
4.ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO BE PLACED IN ACCORDANCE WITH THE STANDARDS OF THE NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION AND PERSON COUNTY.
5.SHORING WILL BE IN ACCORDANCE WITH OSHA TRENCHING STANDARDS PART 1926, SUBPART P OR AS AMENDED.
6.CONTRACTOR SHALL ESTABLISH EROSION CONTROL MEASURES PRIOR TO DEMOLITION OF EXISTING STRUCTURES.
7.CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE AND FEDERAL RULES AND REGULATIONS CONCERNING THE DEMOLITION AND
REMOVAL OFFSITE OF ALL CONSTRUCTION DEBRIS.
8.CONTRACTOR SHALL COMPLETE DEMOLITION WORK IN AN EXPEDITIOUS AND TIMELY MANNER.
9.EXISTING STRUCTURES SHALL BE DEMOLISHED UNDER A SEPARATE DEMOLITION PERMIT OBTAINED BY THE CONTRACTOR.
10.ABANDONMENT OR REMOVAL OF EXISTING WELLS, SEPTIC SYSTEMS AND ASSOCIATED APPURTENANCE SHALL BE PERFORMED IN
ACCORDANCE WITH REGULATORY GUIDELINES AND PROCEDURES ESTABLISHED BY THE NORTH CAROLINA DEPARTMENT OF NATURAL
RESOURCES, AND ANY ASSOCIATED REGULATORY AGENCIES.
11.DEMOLITION CONTRACTOR, AND ASSOCIATED SUBCONTRACTORS, ARE RESPONSIBLE FOR CONTACTING AND COORDINATING WITH EACH
AFFECTED UTILITY COMPANY PRIOR TO THE REMOVAL OR DISCONNECTION OF ANY EXISTING SERVICES ON SITE.
12.SURVEY WAS PERFORMED PRIOR TO DEMOLITION OF SOME STRUCTURES ON SITE. CONTRACTOR SHALL CONFIRM ITEMS TO BE
DEMOLISHED. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A DEMOLITION PERMIT AND ANY ANCILLARY PERMITS FOR
DEMOLITION OF REMAINING ITEMS.
13.DEMOLITION CONTRACTOR, AND ASSOCIATED SUBCONTRACTORS, ARE RESPONSIBLE FOR CONTACTING AND COORDINATING WITH
ARBORIST OR THE APPROPRIATE PARTY FOR TREE REMOVAL WITHIN SETBACK OR RIGHT OF WAY IF NECESSARY.
14.CONTRACTOR SHALL CONTACT ALL AFFECTED UTILITY COMPANIES PRIOR TO BEGINNING DEMOLITION.
15.CONTRACTOR SHALL REMOVE ALL BUILDING AND BUILDING FOUNDATIONS ON SITE.
16.ALL DEBRIS RESULTING FROM FROM DEMOLITION ACTIVITIES SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE
REMOVED FROM THE PROJECT SITE AND DISPOSED OF IN A LEGAL MANNER AT THE CONTRACTORS EXPENSE.
17.CONTRACTOR SHALL ENSURE THAT ALL ADJOINING PARCEL UTILITIES REMAIN IN SERVICE AT ALL TIMES.
GRADING NOTES:
4.COORDINATE ALL CURB AND STREET GRADES IN INTERSECTION WITH THE INSPECTOR.
5.APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD CONDITIONS WARRANT OFF-SITE
GRADING, PERMISSION SHALL BE OBTAINED BY CONTRACTOR FROM THE AFFECTED PROPERTY OWNERS.
6.IN ORDER TO ENSURE PROPER DRAINAGE, CONTRACTOR SHALL MAINTAIN A MINIMUM OF 0.5% SLOPE ON THE CURB.
7.PE SEALED SHOP DRAWINGS FOR RETAINING WALLS MUST BE SUBMITTED TO CITY ENGINEERING PRIOR TO CONSTRUCTION. ENSURE TIE
BACKS ARE OUTSIDE RIGHT OF WAY OR 8' BELOW GRADE.
8.THE CONTRACTOR SHALL MAINTAIN EACH STREAM, CREEK, OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE
FROM THE CHANNEL AND BANKS OF THE STREAM ALL DEBRIS, LOGS, TIMBER, TRASH, JUNK AND OTHER ACCUMULATIONS IF CAUSED BY
DEVELOPMENT.
9.NON-STANDARD ITEMS (IE: PAVERS, STAMPED CONCRETE, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE A RIGHT-OF-WAY
ENCROACHMENT AGREEMENT WITH THE (NORTH CAROLINA DEPARTMENT OF TRANSPORTATION) BEFORE INSTALLATION.
10.CONTRACTOR SHALL CONTACT INSPECTOR 48 HOURS BEFORE CONSTRUCTION.
11.THE LOCAL ENGINEERING DEPARTMENT HAS NOT REVIEWED AND DOES NOT ASSUME RESPONSIBILITY FOR THE STRUCTURAL STABILITY
OF ANY EXISTING OR PROPOSED RETAINING WALLS ON THE SITE. DESIGN OF ALL RETAINING WALLS IS TO BE PER NC BUILDING CODE
SECTION 1610.3. DETAILED RETAINING WALL DESIGN DRAWINGS SHALL BE SEALED BY A LICENSED ENGINEER. UPON COMPLETION OF
WALLS, A NC LICENSED ENGINEER WILL SUBMIT A SEALED LETTER TO MCKIM & CREED VERIFYING THAT RETAINING WALLS WERE
CONSTRUCTED PER THE ENGINEERING DRAWINGS.
12.CONTRACTOR SHALL NOT GRADE WITHIN THE 100 YR FEMA FLOOD LINE.
STAKING AND MATERIALS PLAN NOTES:
1. ALL DIMENSIONS ARE AT 90 DEGREES UNLESS OTHERWISE NOTED.
2. CONTRACTOR SHALL ESTABLISH AND VERIFY POINT OF BEGINNING (P.O.B.) AND STAKE SITE AS INDICATED ON CONSTRUCTION
DOCUMENTS PRIOR TO COMMENCEMENT OF CONSTRUCTION. NOTIFY MCKIM & CREED, INC. IMMEDIATELY OF ANY DISCREPANCIES.
3. ALL DIMENSIONS ARE TO BACK OF CURB, FACE OF BUILDING, OR CENTERLINE UNLESS OTHERWISE NOTED.
4. ALL DETAILS SHALL BE CONSTRUCTED IN STRICT COMPLIANCE WITH SPECIFICATIONS AND CONSTRUCTION DOCUMENTS.
5. STOP SIGNS SHALL BE R1-1 30"x30".
STORM DRAINAGE:
1.ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE NCDOT STANDARDS AND PROCEDURES MANUAL UNLESS
OTHERWISE SPECIFIED IN THIS MANUAL.
2.ONLY REINFORCED CONCRETE PIPE IS ALLOWED WITH THE STREET PAVEMENT EXCEPT FOR CULVERTS EQUAL TO OR GREATER THAN (60)
SIXTY INCHES IN DIAMETER. FOR CULVERTS EQUAL TO OR GREATER THAN (60) SIXTY INCHES, CORRUGATED STEEL OR ALUMINUM PIPE IS
ALLOWED IF IT HAS A CONCRETE POURED INVERT. MINIMUM GAUGE FOR METAL PIPE SHALL BE 14 GAUGE.
3.ALL STORM DRAINAGE PIPE OUTSIDE THE STREET PAVEMENT SHALL BE REINFORCED CONCRETE PIPE, NO OTHER TYPE OF PIPE SHALL BE
USED WITHOUT PRIOR APPROVAL FROM THE CITY/COUNTY ENGINEER. ALL PIPES SHALL BE LAID WITH THE BELL OR GROOVE UPGRADE
AND THE JOINT ENTIRELY INTERLOCKING.
4.ALL CONCRETE SHALL BE 3600 PSI. IN ORDER TO USE PRE-CAST STORM DRAINAGE STRUCTURES IN ANY STREET RIGHTS-OF-WAY, PRIOR
APPROVAL SHALL BE OBTAINED FROM THE CITY/COUNTY ENGINEER.
5.ALL HIGH-DENSITY POLYETHYLENE PIPE SHALL BE CORRUGATED EXTERIOR/SMOOTH INTERIOR, CONFORM TO THE REQUIREMENTS OF
AASHTO SPECIFICATION M294 FOR CORRUGATED POLYETHYLENE PIPE AND SHALL REQUIRE COUPLING BANDS AND FITTINGS.
6.CONCRETE PIPE USED WITHIN THE STREET RIGHT-OF-WAY SHALL BE A MINIMUM OF CLASS III REINFORCED CONCRETE PIPE, WITH A
MINIMUM DIAMETER OF FIFTEEN (15) INCHES (EIGHTEEN (18) INCHES MINIMUM ON CROSS DRAIN CULVERTS WITHIN THE COUNTY).
7.THE MINIMUM COVER FOR ALL PIPE IS TWO (2) FEET. SPECIAL APPLICATIONS FOR LESS THAN TWO (2) FEET OF COVER WILL BE REVIEWED
INDIVIDUALLY.
8.CONCRETE MORTAR JOINTS SHALL BE USED FOR JOINING ALL CONCRETE PIPES. THE PIPE SHALL BE CLEAN AND MOIST WHEN MORTAR IS
APPLIED. THE LOWER PORTIONS OF THE BELL OR GROOVE SHALL BE FILLED WITH MORTAR SUFFICIENT TO BRING THE INNER SURFACE
FLUSH AND EVEN WHEN THE NEXT JOINT IS FITTED INTO PLACE. THE REMAINDER OF THE JOINT SHALL THEN BE FILLED WITH MORTAR AND
A BEAD OR RING OF MORTAR FORMED AROUND THE OUTSIDE OF THE JOINT. THE APPLICATION OF MORTAR MAY BE DELAYED UNTIL FILL IS
COMPLETED WHEN THE PIPE IS LARGER THAN THIRTY (30) INCHES.
9.PREFORMED JOINT SEALER, WHICH CONFORMS TO AASHTO SPECIFICATION M-198 FOR TYPE B FLEXIBLE PLASTIC GASKETS, MAY BE USED
IN LIEU OF THE MORTAR JOINING METHOD.
10.COUPLING BANDS AND FITTINGS SHALL BE USED FOR JOINING ALL HDPE PIPE. COUPLING BANDS SHALL COVER AT LEAST ONE FULL
CORRUGATION ON EACH SECTION OF PIPE. GASKET COUPLING BANDS ARE REQUIRED BETWEEN ALL PIPE JOINTS. THE GASKET SHALL BE
MADE OF CLOSED-CELL SYNTHETIC EXPANDED RUBBER MEETING THE REQUIREMENTS OF ASTM D1056, TYPE 2. THE PIPE MANUFACTURER
SHALL INSTALL GASKETS ON THE COUPLING BAND. ALL COUPLING BANDS SHALL MEET OR EXCEED THE SOIL-TIGHTNESS REQUIREMENT
OF AASHTO STANDARD SPECIFICATION FOR HIGHWAY BRIDGES, SECTION 23, PARAGRAPH 23.1.5.4(E). PIPE FITTINGS SHALL CONFORM TO
AASHTO M252 OR AASHTO M294.
11.THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP AND SMOOTHED TO AN ACCEPTABLE STANDARD
USING MORTAR MIXED TO MANUFACTURER'S SPECIFICATIONS.
12.ALL PIPES IN STORM DRAIN STRUCTURES SHALL BE FLUSH WITH THE INSIDE WALL.
13.ANY STORM DRAIN STRUCTURES OVER THREE (3) FEET AND SIX (6) INCHES IN HEIGHT MUST HAVE STEPS IN ACCORDANCE WITH
STANDARD DETAILS SET FORTH IN THIS MANUAL.
14.ALL FRAMES, GRATES, RINGS, COVERS, ETC., MUST CONFORM TO THE STANDARDS SET FORTH IN THE NCDOT STANDARDS.
15.ALL GRADED CREEK BANKS AND SLOPES SHALL BE AT A MAXIMUM OF TWO (2) FEET HORIZONTAL TO ONE (1) FOOT VERTICAL (2:1) AND NOT
TO EXCEED 10' WITHOUT TERRACING.
16.ALL BACKFILL SHALL BE NON-PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATIVE MATTER, WASTE, CONSTRUCTION MATERIAL OR
OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND SHALL HAVE
NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING.
17.MATERIALS DEEMED BY THE ENGINEER AS UNSUITABLE FOR BACKFILL PURPOSES SHALL BE REMOVED AND REPLACED WITH SELECT
BACKFILL MATERIAL.
18.BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER THE PIPE IS LAID. THE FILL AROUND THE PIPE SHALL BE
PLACED IN LAYERS NOT TO EXCEED SIX (6) INCHES, EACH LAYER SHALL BE THOROUGHLY COMPACTED TO 95% OF THE MAXIMUM DENSITY
OBTAINABLE WITH THE STANDARD PROCTOR TEST (A DENSITY OF 100% STANDARD PROCTOR IS REQUIRED FOR THE TOP EIGHT (8)
INCHES).
19.COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL COMPACTION METHODS. EACH LAYER OF BACKFILL
SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED IN PLACE.
20.UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED TRENCHES AFTER THE PIPE HAS BEEN PLACED.
21.SUBSURFACE DRAINAGE FACILITIES MAY BE REQUIRED IN THE STREET RIGHT OF WAY IF DEEMED NECESSARY BY THE INSPECTOR.
22.THE PURPOSE OF THE STORM DRAINAGE EASEMENT (SDE) IS TO PROVIDE STORM WATER CONVEYANCE AND ANY STRUCTURES AND/OR
OBSTRUCTION TO STORM WATER FLOW IS PROHIBITED.
23.HIGH-DENSITY POLYETHYLENE (HDPE) STORM DRAINAGE PIPE INSTALLED WITHIN EXISTING OR PROPOSED PUBLIC STREET RIGHT-OF-WAY
MUST BE APPROVED BY THE CITY'S INSPECTOR PRIOR TO ANY BACKFILL BEING PLACED. BACKFILL MATERIAL MUST BE APPROVED BY THE
CITY INSPECTOR PRIOR TO PLACEMENT OF THE MATERIAL WITHIN THE PUBLIC STREET RIGHT- OF-WAY.
24."AS-BUILT" DRAWINGS AND PLANS OF THE STORM DRAINAGE SYSTEM, INCLUDING DESIGNED DITCHES, MUST BE SUBMITTED PRIOR TO
FINAL SUBDIVISION INSPECTION TO THE CITY/COUNTY ENGINEERING DEPARTMENT IN ACCORDANCE WITH THE CITY/ COUNTY SUBDIVISION
ORDINANCE.
25.THE DEVELOPER SHALL MAINTAIN EACH STREAM, CREEK OR BACKWASH CHANNEL IN AN UNOBSTRUCTED STATE AND SHALL REMOVE
FROM THE CHANNEL AND BANKS OF THE STREAM AL DEBRIS, LOGS, TIMBER, JUNK AND OTHER ACCUMULATIONS.
26.ALL PROPOSED STORM PIPES SHOULD ENTER/EXIT THE STRUCTURES ON THE SIDES AND NOT CORNERS. COORDINATE INSTALLATION
WITH INSPECTOR.
MATERIAL/STREET/SIDEWALK NOTES:
1. ALL WORK AND MATERIALS SHALL CONFORM TO THE LATEST EDITION OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
(NCDOT)STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES UNLESS OTHERWISE SPECIFIED IN THIS MANUAL.
2. ALL ASPHALT CUTS SHALL BE MADE WITH A SAW WHEN PREPARING STREET SURFACES FOR PATCHING OR WIDENING STRIPS.
3. PAPER JOINTS SHALL BE USED TO SEAL THE ENDS OF AN ASPHALT POUR SO THAT FUTURE EXTENSIONS CAN BE MADE WITHOUT CAUSING
ROUGH JOINTS.
4. WHEN PLACING ASPHALT AGAINST EXISTING SURFACES, A STRAIGHT EDGE SHALL BE USED TO PREVENT "HUMPING" AT THAT LOCATION.
5. STONE SHALL BE PRIMED IF PAVING IS NOT COMPLETE WITHIN SEVEN DAYS FOLLOWING STONE BASE APPROVAL.
6. SURFACES SHALL BE TACKED WHEN ASPHALT IS BEING PLACED OVER EXISTING ASPHALT STREETS OR ADJOINING CONCRETE, STORM
DRAIN AND SANITARY SEWER STRUCTURES.
7. IN ROLLING AND HILLY TERRAINS, SWEEPING OF THE STONE BASE AND/OR APPLICATION OF A TACK COAT MAY BE REQUIRED NEAR
INTERSECTIONS. THESE REQUIREMENTS WILL BE ESTABLISHED BY THE INSPECTOR AND BASED ON FIELD CONDITIONS.
8. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3600 PSI AT 28 DAYS. THE CONTRACTOR SHALL PREPARE
CONCRETE TEST CYLINDERS IN ACCORDANCE WITH SECTION 1000 OF THE NCDOT STANDARD SPECIFICATIONS AT THE DIRECTION OF THE
PROJECT INSPECTOR. THE CONTRACTOR SHALL FURNISH ALL EQUIPMENT AND CYLINDER MOLDS. IT SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR TO PROTECT THE CYLINDERS UNTIL SUCH TIME AS THEY ARE TRANSPORTED FOR TESTING. AN INDEPENDENT TESTING
LAB SHALL PERFORM TESTING FOR PROJECTS, AT NO COST TO THE CITY/COUNTY. THE CONTRACTOR SHALL PROVIDE EQUIPMENT AND
PERFORM TESTS ON CONCRETE FOR A MAXIMUM SLUMP AND AIR CONTENT AS DEFINED IN SECTION 1000 OF THE NCDOT STANDARD
SPECIFICATIONS. THESE TESTS SHALL BE PERFORMED AT A FREQUENCY ESTABLISHED BY THE INSPECTOR. THE CONTRACTOR SHALL
REMOVE MATERIALS FAILING TO MEET SPECIFICATIONS.
9. ALL CONCRETE SHALL BE CURED WITH 100% RESIN BASE, WHITE PIGMENTED CURING COMPOUND WHICH MEETS A.S.T.M. SPECIFICATIONS
C-309, TYPE 1, APPLIED AT A UNIFORM RATE AT ONE (1) GALLON TO 400 SQUARE FEET WITHIN 24 HOURS OF PLACEMENT OF THE
CONCRETE.
10. ALL CURB AND GUTTER SHALL BE BACKFILLED WITH SOIL APPROVED BY THE INSPECTOR WITHIN 48 HOURS AFTER CONSTRUCTION TO
PREVENT EROSION.
11. ALL BACKFILL SHALL BE NON-PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATIVE MATTER, WASTE, CONSTRUCTION MATERIAL OR
OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND THE
MATERIAL SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING.
12. MATERIALS DEEMED BY THE INSPECTOR AS UNSUITABLE FOR BACKFILL PURPOSES SHALL BE REMOVED AND REPLACED WITH SELECT
BACKFILL MATERIAL.
13. ALL TRENCHES IN THE STREET RIGHT-OF-WAY SHALL BE BACKFILLED WITH SUITABLE MATERIAL IMMEDIATELY AFTER THE PIPE IS LAID.
THE FILL AROUND ALL PIPE SHALL BE PLACED IN LAYERS NOT TO EXCEED SIX (6) INCHES AND EACH LAYER SHALL BE COMPACTED
THOROUGHLY.
14. UNDER NO CIRCUMSTANCES SHALL WATER BE PERMITTED TO RISE IN UNBACKFILLED TRENCHES AFTER THE PIPE HAS BEEN PLACED.
15. COMPACTION REQUIREMENTS SHALL BE ATTAINED BY THE USE OF MECHANICAL COMPACTION METHODS. EACH SIX (6) INCH LAYER OF
BACKFILL SHALL BE PLACED LOOSE AND THOROUGHLY COMPACTED INTO PLACE.
16. STRAIGHT FORMS SHALL NOT BE USED FOR FORMING CURB AND GUTTER IN CURVES.
17. ALL EXCESS CONCRETE ON THE FRONT EDGE (LIP) OF GUTTER SHALL BE REMOVED WHEN CURB AND GUTTER IS POURED WITH A
MACHINE.
18. ALL SUBGRADE SHALL BE COMPACTED TO 100% OF THE MAXIMUM DENSITY OBTAINABLE WITH THE STANDARD PROCTOR TEST TO A DEPTH
OF EIGHT (8) INCHES, AND A DENSITY OF 95% STANDARD PROCTOR FOR DEPTHS GREATER THAN EIGHT (8) INCHES. THE DEVELOPER
SHALL PERFORM ALL TESTS AT NO COST TO THE CITY/COUNTY.
19. A CANVAS COVER OR OTHER SUITABLE COVER SHALL BE REQUIRED FOR TRANSPORTING PLANT MIX ASPHALT DURING COOL WEATHER
WHEN THE FOLLOWING CONDITIONS ARE PRESENT:
A. AIR TEMPERATURE IS BELOW 60 DEGREES F.
B. LENGTH OF HAUL FROM PLANT TO JOB IS GREATER THAN FIVE (5) MILES.
C. OTHER OCCASIONS AT THE INSPECTOR'S DISCRETION WHEN A COMBINATION OF FACTORS INDICATES THAT MATERIAL SHOULD
BE COVERED IN ORDER TO ASSURE PROPER PLACEMENT TEMPERATURE.
20. CONCRETE OR ASPHALT SHALL NOT BE PLACED UNTIL THE AIR TEMPERATURE MEASURED AT THE LOCATION OF THE CONCRETING
OPERATION IS AT 35 DEGREES F AND RISING BY 10:00 A.M. CONCRETE OR PAVING OPERATIONS SHOULD BE SUSPENDED WHEN THE AIR
TEMPERATURE IS 40 DEGREES F AND DESCENDING. THE CONTRACTOR SHALL PROTECT FRESHLY PLACED CONCRETE IN ACCORDANCE
WITH SECTION 420 OF THE NCDOT STANDARD SPECIFICATIONS WHEN THE AIR TEMPERATURE IS AT OR BELOW 35 DEGREES F AND THE
CONCRETE HAS NOT OBTAINED AN AGE OF 72 HOURS.
21. THE CONTRACTOR SHALL MAINTAIN TWO-WAY TRAFFIC AT ALL TIMES WHEN WORKING WITHIN EXISTING STREETS. THE CONTRACTOR
SHALL PLACE AND MAINTAIN SIGNS, DANGER LIGHTS, BARRICADES, AND FURNISH WATCHMEN OR FLAGMEN TO DIRECT TRAFFIC IN
ACCORDANCE WITH NCDOT STANDARDS
22. THE CONTRACTOR SHALL DO THAT WHICH IS NECESSARY TO CONTROL EROSION AND TO PREVENT SEDIMENTATION DAMAGE TO ALL
ADJACENT PROPERTIES AND STREAMS IN ACCORDANCE WITH THE APPROPRIATE CITY/COUNTY SEDIMENT AND EROSION CONTROL
ORDINANCE.
23. SIGHT TRIANGLES SHOWN ARE THE MINIMUM REQUIRED.
24. NON-STANDARD ITEMS (IE: PAVERS, STAMPED CONCRETE, IRRIGATION SYSTEMS, ETC.) IN THE RIGHT-OF-WAY REQUIRE APPROVAL FROM
THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEFORE INSTALLATION.
25.CONSTRUCTION SHALL BE IN STRICT COMPLIANCE WITH SPECIFICATION, CONSTRUCTION DOCUMENTS, PERSON COUNTY STANDARDS,
NCDEQ STANDARDS, AND NCDOT STANDARDS.
26.RETAINING WALLS OVER 4' IN HEIGHT SHALL BE DESIGNED, SIGNED AND SEALED BY AN ENGINEER AND SUBMITTED TO THE COUNTY FOR
APPROVAL PRIOR TO CONSTRUCTION, REVIEW OF THESE PLANS DOES NOT INCLUDE REVIEW OF THE RETAINING WALLS.
27.ALL SIGNAGE LOCATED IN THE R/W IS TO BE INSTALLED PER THE CURRENT ISSUE OF THE MUTCD. GC SHALL VERIFY WITH CITY STAFF
PRIOR TO INSTALLATION.
EROSION CONTROL MAINTENANCE PLAN:
1.ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED EVERY SEVEN (7) DAYS OR AFTER EACH RAINFALL OCCURRENCE
THAT EXCEEDS ONE-HALF (0.5) INCH.
2. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF
ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED
DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL
BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.
3. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT
FENCE WILL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A BARRIER.
4. ALL AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO
MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
5. STONE CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS ARE VISIBLE OR SEDIMENT IS TRACKED ON TO THE
PAVEMENT. THE FIRST 50' OF THE ENTRANCE ADJACENT TO THE ROAD WILL BE PERIODICALLY TOP DRESSED WITH 2 INCHES OF #4 STONE
TO MAINTAIN A 6 INCH DEPTH. THE REMAINDER OF THE CONSTRUCTION ENTRANCE WILL BE CLASS A STONE. THE CONTRACTOR SHALL
DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS MAY BE REQUIRED.
6. CONTRACTOR SHALL TAKE ADDITIONAL STEP AS NEEDED TO ENSURE REESTABLISHMENT OF VEGETATION IS ACHIEVED IN WETLAND
AREAS ON A CASE BY CASE BASIS.
CONSTRUCTION SEQUENCE:
PRIOR TO CONSTRUCTION
1.OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM NCDEQ. NO WORK SHALL BE PERFORMED IN ANY WETLAND/STREAMS
WITHOUT PROPER APPROVAL.
2.CONTACT THE DEMLR RALEIGH REGIONAL OFFICE (PHONE # [phone]) AT LEAST 48 HOURS PRIOR TO COMMENCING
LAND-DISTURBING ACTIVITY.
PHASE 1 EROSION CONTROL
3.INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN ON PLANS TO PROVIDE ACCESS TO ZION LEVEL CHURCH ROAD.
CONSTRUCTION ENTRANCE SHALL BE INSTALLED PRIOR TO ANY CLEARING AND GRUBBING. INSTALL INLET PROTECTION FOR STORM
DRAIN BENEATH ENTRANCE ROAD.
4.GC SHALL FLAG ENTIRE LIMITS OF DISTURBANCE AT 100' INCREMENTS WITH FLAGGING TAPE.
5.INSTALL TEMPORARY SILT FENCE, TEMPORARY DIVERSION DITCHES AND LINERS, STRAW WATTLES, ROCK CHECK DAMS, SILT FENCE
OUTLETS, SEDIMENT BASINS, ETC. CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.
6.INSTALL CULVERTS AS SHOWN ON PHASE 2 EROSION CONTROL PLAN ONLY AS REQUIRED TO PROVIDE ACCESS TO INSTALL ALL PHASE 1
EROSION CONTROL MEASURES.
7.CALL FOR SITE INSPECTION BY NCDEQ INSPECTOR AFTER ALL PHASE 1 EROSION CONTROL MEASURES ARE IN PLACE.
PHASE 2 EROSION CONTROL
8.CLEAR AND GRADE SITE WHILE MAINTAINING EROSION CONTROL MEASURES.
9.APPLY SEED AND MULCH TO STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE.
10.COMPLETE IMPROVEMENTS ON-SITE.
11.STABILIZE THE REMAINDER OF SITE.
12.NCDEQ INSPECTOR SHALL BE CONTACTED AFTER SEEDING AND MULCHING IS COMPLETED FOR POST CONSTRUCTION INSPECTION.
13.AFTER SITE IS STABILIZED, CLEAN SEDIMENT OUT OF DIVERSION DITCHES AND SKIMMER SEDIMENT BASINS AND RESEED TO
SPECIFICATIONS.
14.GC SHALL COORDINATE THE DECOMMISSIONING OF THE BASINS AND REMOVAL OF OUTLET PIPES WITH PROPERTY OWNER AFTER THE
SITE IS STABILIZED. DEWATER THE BASINS THROUGH A SILT BAG. GC SHALL ENSURE THAT THERE IS SHEET FLOW AT SITE DISCHARGE.
NO CONCENTRATED FLOW IS PERMITTED. REMOVE SILT FROM BASIN. REGRADE SITE TO PRE-CONSTRUCTION CONDITIONS, COMPACT,
AND STABILIZE THE AREA.
15.STABILIZE ALL DISTURBED AREAS WITH SEED AND MULCH.
16.REMOVE ALL PHASE 1 EROSION CONTROL MEASURES TO INCLUDE SILT FENCING, TEMPORARY DIVERSION DITCHES, WATTLES, ROCK
CHECK DAMS, LINERS, ECT. AREAS DISTURBED DURING THIS PROCESS SHALL BE RESEEDED WITH PERMANENT SEED.
17.WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR FINAL SITE INSPECTION BY NCDEQ INSPECTOR.
18.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES. FOR PHASED
EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE
OF EROSION CONTROL MEASURES.
19.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL.
EROSION CONTROL NOTES:
1.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE NCDEQ PERMIT AND MAY BE SUBJECT TO A
FINE. LIMITS OF CONSTRUCTION = ±61 ACRES. IF ADDITIONAL LAYDOWN AREAS ARE DETERMINED DURING THE CONSTRUCTION PROCESS,
THEY WILL BE COORDINATED WITH THE NCDEQ EROSION CONTROL INSPECTOR. THESE LAYDOWN AREAS WILL BE PERMITTED
SEPARATELY.
2.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF THE NCDEQ REGULATIONS.
3.A GROUND COVER MUST BE PROVIDED ON EXPOSED SLOPES WITHIN 14 (OR 7) CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE
OF GRADING AND/OR AT THE COMPLETION OF CONSTRUCTION OR DEVELOPMENT. SEE "SEEDING STABILIZATION TIMEFRAMES" CHART
FOR REQUIREMENTS ON GROUND COVER.
4.PERMANENT GROUND COVER WILL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR NO MORE THAN 90 CALENDAR
DAYS.
5.ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON WITH FIELD INSPECTOR, ENGINEER, AND OWNER.
6.FOLLOWING EVERY RAINFALL EVENT GREATER THAN 0.5 INCHES, CONTRACTOR SHALL INSPECT AND REPAIR, AS NECESSARY, ALL
DAMAGED EROSION CONTROL MEASURES. THIS INCLUDES BUT IS NOT LIMITED TO SILT FENCE, CONSTRUCTION ENTRANCES, SILT FENCE
OUTLET DEVICES, AND INLET PROTECTION. TYPICAL MAINTENANCE INCLUDES CHECKING FOR STRUCTURAL DEFICIENCIES SUCH AS
UNDERMINING AND DEBRIS BUILDUP AROUND SILT FENCE.
7.CONTRACTOR SHALL TAKE ALL PRACTICAL MEASURES TO MINIMIZE DISTURBED AREA AND TO ENSURE THAT THE DISTURBED AREAS ARE
STABILIZED WITH VEGETATION AS SOON AS POSSIBLE.
8.CONTRACTOR SHALL TAKE ALL PRACTICAL MEASURES POSSIBLE TO LIMIT THE AMOUNT OF DISTURBANCE CLOSE TO STREAMS AND
WETLANDS AND TO REDUCE THE AMOUNT OF SILT ENTERING THE ADJACENT WATER BODIES.
9.ALL EXISTING AND PROPOSED DITCHES SHALL BE STABILIZED USING STRAW WITH NET OR ANOTHER FORM OF SLOPE STABILIZATION
APPROVED BY THE ENGINEER IMMEDIATELY FOLLOWING SEEDBED PREPARATION AND SEEDING. SLOPE STABILIZATION SHOULD BE
INSTALLED PER THE MANUFACTURER'S RECOMMENDATION.
10.ACTUAL LOCATIONS OF SILT FENCE OUTLET DEVICES SHOULD BE FIELD ADJUSTED TO ALLOW DEVICE TO BE LOCATED AT LOW POINTS.
11.LOCATE AREAS DEDICATED FOR MANAGEMENT OF LAND CLEARING AND DEMOLITION DEBRIS, CONSTRUCTION AND DOMESTIC WASTE,
AND HAZARDOUS OR TOXIC WASTE AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND SURFACE WATERS UNLESS IT CAN BE
SHOWN THAT NO ALTERNATIVES ARE REASONABLY AVAILABLE.
12.LOCATE EARTHEN-MATERIAL STOCK PILE AREAS AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND SURFACE WATERS UNLESS IT
CAN BE SHOWN THAT NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE.
13.SILT FENCE SHALL BE INSTALLED AT LEAST 5 FEET OFF THE TOE OF ALL FILL SLOPES.
14.SILT FENCE SHALL BE INSTALLED AT LEAST 10 FEET OFF THE TOE OF ALL FILL SLOPES GREATER THAN 10 FEET IN HEIGHT.
15.STOCKPILES SHOULD BE SEEDED AND STRAWED ACCORDING TO THE STABILIZATION TIMEFRAME ON THIS SHEET.
16.TEMPORARY DIVERSION DITCHES ARE TO BE GRADED TO ENSURE FLOWS MATCH CALCULATIONS .
17.TEMPORARY SWALES TO BE INSTALLED AS NEEDED TO DIRECT FLOW TO PROPER BASIN.
18.OFF-SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A SITE WITH AN APPROVED EROSION CONTROL PLAN, A
SITE REGULATED UNDER THE MINING ACT OF 1971, OR A LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE MANAGEMENT.
TRASH/DEBRIS FROM DEMOLITION ACTIVITIES MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE
MANAGEMENT.
19.NCDEQ EROSION AND SEDIMENTATION CONTROL SELF INSPECTION FORM SHALL BE COMPLETED AFTER THE FOLLOWING PHASES OF
CONSTRUCTION: INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES, CLEARING AND GRUBBING OF EXISTING
GROUND COVER, COMPLETION OF CONSTRUCTION OR DEVELOPMENT, AND ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT
TO RESTRAIN EROSION. ALL INSPECTION FORMS AND SUPPORTING DOCUMENTATION SHALL BE AVAILABLE ON SITE. THE COMBINED
SELF-INSPECTION FORM CAN BE FOUND AT HTTPS://DEQ.NC.GOV/ABOUT/DIVISIONS/ENERGY-MINERAL-LAND-RESOURCES/
EROSION-SEDIMENT-CONTROL/FORMS.
20.ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NCDEQ REGULATIONS.
21.THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO MINIMIZE
EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE NCDEQ INSPECTOR SO THAT PERIODIC INSPECTIONS CAN BE
PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION.
22.ANY VARIATIONS FROM THE APPROVED EROSION CONTROL PLANS THAT ARE DISCUSSED VERBALLY IN THE FIELD BY STATE/LOCAL
INSPECTORS OR DESIGN ENGINEER ARE REQUIRED TO BE APPROVED IN WRITING BY THE INSPECTOR AND DISTRIBUTED TO THE DESIGN
ENGINEER BEFORE IMPLEMENTATION OF THE CHANGES. THIS COORDINATION FOR FORMAL APPROVAL IS SOLELY THE RESPONSIBILITY OF
THE GENERAL CONTRACTOR.
GENERAL NOTES:
1.BOUNDARY SURVEY INFORMATION WAS OBTAINED FROM MCKIM & CREED. DATE OF SURVEY: 29 APRIL 2019.
2.UTILITY LOCATION AND TOPOGRAPHIC SURVEY WAS PEFORMED BY MCKIM & CREED WITHIN PRIVATE RIGHT-OF-WAY, ALL OTHER
TOPOGRAPHY IS BASED OFF OF GIS INFORMATION.
3.SURVEY HORIZONTAL REFERENCE: NAD 83
4.SURVEY VERTICAL REFERENCE: NAVD88
5.SHORING WILL BE IN ACCORDANCE WITH OSHA TRENCHING STANDARDS PART 1926, SUBPART P OR AS AMENDED.
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C1.2
N/A
N/A
DKD
JPM
JPM
NCDEQ NOTES
PERMANENT SEEDING SPECIFICATION:
3:1 SLOPES OR FLATTER:
1.APPLY AGRICULTURAL LIME AT THE RATE OF **75 LBS/1000 S.F.
2.APPLY COMMERCIAL FERTILIZER AT THE RATE OF 48 LBS/1000 S.F. FOR 5-10-10
FERTILIZER, 24 LBS/1000 S.F. FOR 10-20-20 FERTILIZER, OR 20 LBS/1000 S.F. FOR 18-24-6 FERTILIZER.
3.SEED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE AND APPLICATION RATES:
DATE:TYPE: PLANTING RATE:
AUG. 15 - NOV. 1 TALL FESCUE 300 LBS/AC OR 7 LBS/1000 S.F.
RYE GRAIN 120 LBS/AC OR 3 LBS/1000 S.F.
NOV. 1 - MAR. 1*TALL FESCUE AND 300 LBS/AC OR 7 LBS/1000 S.F.
ABRUZZI RYE 25 LBS/AC OR 1/2 LB/1000 S.F.
MAR. 1 - APR. 15 TALL FESCUE 300 LBS/AC OR 7 LBS/1000 S.F.
APR. 15 - JUL. 30 HULLED COMMON
BERMUDA GRASS 25 LBS/AC OR 1/2 LB/1000 S.F.
JUL. 1 - AUG. 15 TALL FESCUE AND 300 LBS/AC OR 7 LBS/1000 S.F.
BROWN TOP MILLET 35 LBS/AC OR 3/4 LB/1000 S.F.
OR SORGHUM SUDAN
HYBRIDS 30 LBS/AC OR 3/4 LB/1000 S.F.
4.MULCH WITH STRAW APPLIED AT THE RATE OF 95 LBS/1000 S.F.
*HEAVILY MULCHED DURING JANUARY - MARCH PERIOD.
**CONTRACTOR MAY OBTAIN SOIL TEST TO DETERMINE AMOUNT OF LIME REQUIRED TO OBTAIN A pH RANGE OF 6.5 TO 7.0.
***SEED TYPE, RATES AND/OR SOIL AMENDMENTS SPECIFIED ABOVE MAY BE MODIFIED AND/OR ELIMINATED IF REQUIRED BY OTHER
LOCAL, STATE OR FEDERAL AGENCIES (EG. NRCS, NC COOPERATIVE EXTENSION OFFICE, ETC.). PRIOR TO MODIFICATIONS OR
ELIMINATIONS, CONTRACTOR SHALL SUBMIT WRITTEN DOCUMENTATION SUPPORTING THE REQUEST FOR APPROVAL PRIOR TO MAKING
MODIFICATION.
SLOPES GREATER THAN 3:1
1.APPLY AGRICULTURAL LIME AT A RATE OF **90 LBS/1000 S.F.
2.APPLY COMMERCIAL FERTILIZER AT THE RATE OF 48 LBS/1000 S.F. FOR 5-10-10
FERTILIZER, 24 LBS/1000 S.F. FOR 10-20-20 FERTILIZER, OR 20 LBS/1000 S.F. FOR 18-24-6 FERTILIZER.
3.SEED IN ACCORDANCE WITH THE FOLLOWING SCHEDULE AND APPLICATION RATES:
DATE:TYPE:PLANTING RATE:
MAR. - JUN. 1 SERICEA LESPEDEZA 50 LBS/AC OR 1 1/2 LBS/1000 S.F.
RYE GRAIN 25 LBS/AC OR 3/4 LBS/1000 S.F.
(SCARIFIED) AND
MAR. - APR. 1 ADD TALL FESCUE 150 LBS/AC OR 3 1/2 LBS/1000 S.F.
JUN. - SEPT. 1***TALL FESCUE AND 120 LBS/AC OR 2 1/2 LBS/1000 S.F.
BROWN TOP MILLET 35 LBS/AC OR 3/4 LB/1000 S.F.
OR SORGHUM SUDAN
HYBRIDS 30 LBS/AC OR 3/4 LB/1000 S.F.
SEPT. - MAR. 1 SERICEA LESPEDEZA 70 LBS/AC OR 1 3/4 LBS/1000 S.F.
(UNHULLED - UNSCARIFIED)
TALL FESCUE 120 LBS/AC OR 2 1/2 LBS/1000 S.F.
MILLET OR SUDAN 20 LBS/AC OR 1/2 LB/1000 S.F.
4.MULCH APPLIED AT THE RATE OF 95 LBS/1000 S.F. AND ANCHOR WITH ASPHALT EMULSION TACK COAT APPLIED AT THE RATE OF 10-15
GAL/1000 S.F. OR 450 GAL/AC.
*TEMPORARY RESEED SEPT. 1 AT RECOMMENDED RATES.
**CONTRACTOR MAY OBTAIN SOIL TEST TO DETERMINE AMOUNT OF LIME REQUIRED TO OBTAIN A pH RANGE OF 6.5 TO 7.0.
***SEED TYPE, RATES AND/OR SOIL AMENDMANTS SPECIFIED ABOVE MAY BE MODIFIED AND/OR ELIMINATED IF REQUIRED BY OTHER
LOCAL, STATE OR FEDERAL AGENCIES (EG. NRCS, NC COOPERATIVE EXTENSION OFFICE, ETC.). PRIOR TO MODIFICATIONS OR
ELIMINATIONS, CONTRACTOR SHALL SUBMIT WRITTEN DOCUMENTATION SUPPORTING THE REQUEST FOR APPROVAL PRIOR TO MAKING
MODIFICATION.
PERMANENT SEEDING NOTES:
1.PERMANENT SEEDING, SODDING, OR OTHER MEANS OF STABILIZATION ARE REQUIRED WHEN ALL CONSTRUCTION WORK IS COMPLETED
ACCORDING TO THE "SEEDING STABILIZATION TIMEFRAMES" CHART.
2.A NORTH CAROLINA DEPARTMENT OF AGRICULTURE SOILS TEST (OR EQUAL) SHOULD BE OBTAINED FOR ALL AREAS TO BE SEEDED,
SPRIGGED, SODDED OR PLANTED. RECOMMENDED FERTILIZER AND pH ADJUSTING PRODUCTS SHOULD BE INCORPORATED TO THE SOIL.
3.USE A SEEDING MIX OF NON-INVASIVE, NATIVE SPECIES THAT WILL EVENTUALLY PROVIDE A PERMANENT GROUNDCOVER.
4.IMMEDIATE VEGETATIVE COVER WILL ALWAYS REQUIRE ADDITIONAL FERTILIZATION, SOIL TESTS, OVERSEEDING AND MAINTENANCE UNTIL
PERMANENT VEGETATIVE COVER IS ESTABLISHED.
TEMPORARY SEEDING SPECIFICATION:
TEMPORARY SEEDING RECOMMENDATIONS FOR LATE WINTER AND EARLY SPRING
SEEDING MIXTURE RATE (LB/AC)
RYE (GRAIN)120
ANNUAL LESPEDEZA (KOBE IN 50
PIEDMONT AND COASTAL
PLAIN, KOREAN IN
MOUNTAINS)
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE.
SEEDING DATES:
MOUNTAINS - ABOVE 2500 FEET, FEB. 15 - MAY 15
BELOW 2500 FEET, FEB. 1 - MAY 1
PIEDMONT - JAN. 1 - MAY 1
COASTAL PLAIN - DEC. 1 - APR. 15
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE
10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
RE-FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RE-FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR
OTHER DAMAGE.
TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER
SEEDING MIXTURE RATE (LB/AC)
GERMAN MILLET 40
IN THE PIEDMONT AND MOUNTAINS, A SMALL-STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LB/ACRE.
SEEDING DATES
MOUNTAINS - MAY 15 - AUG. 15
PIEDMONT - MAY 1 - AUG. 15
COASTAL PLAIN - APR. 15 - AUG. 15
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE
10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
RE-FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RE-FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR
OTHER DAMAGE.
SEEDBED PREPARATION:
1.CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2.RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
3.APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPER PHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE SEED SCHEDULE). DO NOT
USE LIME OR FERTILIZER ON STREAM BANKS OR IN WETLAND AREAS. MULCH DOES NOT NEED TO BE USED IN WETLAND AREAS.
4.SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.
5.MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
6.INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF
STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
7.CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS
ESTABLISHED.
TEMPORARY SEEDING RECOMMENDATIONS FOR FALL
SEEDING MIXTURE RATE (LB/AC)
RYE (GRAIN)120
SEEDING DATES:
MOUNTAINS - AUG. 15 - DEC. 15
COASTAL PLAIN AND PIEDMONT - AUG. 15 - DEC. 30
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE
10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REPAIR AND RE-FERTILIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN MARCH. IF IT IS
NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOBE (PIEDMONT AND COASTAL PLAIN)
OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
TAX MAP: A13, PARCEL 18
MICHAEL LUNSFORD
TANYA LUNSFORD
PC. 1, PG. 24
DB. 975, PG. 654
10
Know what's below.
Call before you dig.
Ik
r
1
I
I
I
I
I
I
i
i
FA
150 0
IRF
RF
0
{
/
/
{
/
/
/
r �
l N: 1001554.73'
l E: 1971299.02'
la �
as
CM
GRAPHIC SCALE
( IN FEET )
1 inch = 150 ft.
iIPF
1
1
1
1
U S10'47'10"E 899.91'
N70'46'41"W- 8
..,,...6..,.
DB. 169, PG. 11'7171
N`SRO,-,010
TAX MAP:A14, PARCEL 16
DAVID ROYSTER
& OTHERS
PB. N/A, PG. N/A
DB. 115, PG. 436
TRACT 1
TAX MAP:A14, PARCEL 147 -
DUKE ENERGY PROGRESS, LLC
PB. 15, PG. 397
DB. 660, PG. 606
6.738 ACRES, 293525.47 S0. FT.
LU 1184663
IPF
TAX MAP:A14, PARCEL 88
JAMES SUTTON
PB. 1, PG. 10
DB. 923, PG. 20
r
IRF
m
N
0
-10 a�
O.
cr i
�o dC
TAX MAP:A14, PARCEL 130 _ - - _ _ - - - - x
DAVID ROYSTER
D 3
N9, ROYSTER
PG 4
PB5 ` \�
DB. 241, PG. 143
JEFF RD. T Am�� �L287\ J
30' ACCESS ROAD PER PB. 9, PG. 34-5
/
/
/
/
{
/
/
/
/
N: 1001554.73'
1971299.02'
/E:
�
t ` CM
IPF
I
1
i
1
i
1
1
1
1
1
,
TAX MAP:A14, PARCEL 101
NANCY MANDL
MICHAEL MANDL
PB. 13, PG. 821
DB. 509, PG. 661
{ TE DRiV
PO 1 NR\GNG 4, 3
l�
so r PR\vP8 " ? 45,
5G' pER
1
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NOTES
LEGEND
AX
0
IPF
O
IRF
0
IRS
CMF
AXLE STONE
IRON PIPE FOUND
IRON ROD FOUND
SET IRON ROD
(#5 REBAR)
CONCRETE MONUMENT
(FOUND)
COMPUTED POINT
POWER POLE
PROPERTY LINE
ADJOINER (NOT SURVEYED)
CL CREEK / STREAM
CL ROAD
EASEMENT (AS DESCRIBED)
EDGE OF PAVEMENT
OVERHEAD ELECTRIC
RIGHT OF WAY
ALL DISTANCES ARE IN FEET (US SURVEY FOOT) AND DECIMALS THEREOF AND REPRESENT
HORIZONTAL GROUND DISTANCES UNLESS SHOWN OTHERWISE.
THIS BOUNDARY SURVEY IS BASED ON EXISTING PHYSICAL EVIDENCE OBSERVED ON THE
DATE OF THE FIELD SURVEY.
PROPERTY LINE EXTENDS TO PROJECT BOUNDARY THAT IS BASED ON THE 420' CONTOUR
(NGVD29).
BEARING AND DISTANCES SHOWN IN PARENTHESIS REPRESENT DEED CALLS FROM THE
REFERENCE SHOWN HEREON, I.E. (NO'00'00"E 100.00).
THE LOCATION OF UTILITIES AS SHOWN HEREON, WHETHER PUBLIC OR PRIVATE, ARE BASED
ON LOCATION OF VISIBLE APPURTENANCES ONLY. OTHER UTILITIES WHICH WERE NOT
OBSERVED AND NOT SHOWN HEREON MAY EXIST. IT IS THE OWNER'S/TENANT'S
RESPONSIBILITY TO VERIFY THE LOCATION PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION.
McKIM & CREED CANNOT ASSUME RESPONSIBILITY FOR MISIDENTIFICATION OR OMISSION OF
UNDERGROUND UTILITIES.
A HORIZONTAL CONTROL MONUMENT OF A FEDERAL OR STATE AGENCY WAS NOT FOUND
WITHIN 2000 FEET OF THE SUBJECT PROPERTY.
COORDINATE VALUES SHOWN HEREON ARE GRID (US SURVEY FOOT) BASED ON THE NORTH
CAROLINA STATE PLANE COORDINATE SYSTEM NAD 83. THE AVERAGE COMBINED FACTOR
USED FOR THE PROJECT WAS 0.99999999999.
THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE EXAMINATION BY AN
ATTORNEY. PROPERTY MAY BE SUBJECT TO RECORDED OR UNRECORDED RIGHT-OF-WAY,
EASEMENTS, OR CONDITIONS NOT OBSERVED OR SHOWN HEREON.
TRAVERSE ADJUSTED BY THE COMPASS ADJUSTMENT METHOD.
THIS MAP DOES NOT CONFORM TO GS 47-30, AS AMENDED, IN THAT ITS SIZE AND BORDER
REQUIREMENTS HAVE NOT BEEN MET.
SEE SHEET 3 FOR LINE TABLE
DUKE ENERGY LAND ACCOUNTING INFORMATION
SITE: 104540
LAND UNITS: 1184663, 1184108
PROJECT (MAP): 104540-004876
!-',W
E 921.50 L281
SURVEYORS CERTIFICATE
CMF TAX MAP:A14, PARCEL 127
JAMES SUTTON 1, W. ANDREW EADES, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY SUPERVISION FROM AN
IRS NYDA SUTTON ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN BOOK AND PAGE
PB. 8, PG. 45-3 AS SHOWN); THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM
30.80' DB. 678, PG. 394 INFORMATION FOUND IN BOOK AND PAGE AS SHOWN; THAT THE RATION OF PRECISION AS
g,34.83 (TOTAL) CALCULATED IS 1:10,000; THAT THIS SURVEY AND PLAT WERE PREPARED IN ACCORDANCE WITH TITLE
N21-25'09 21, CHAPTER 56, SECTION .1600 OF THE NORTH CAROLINA ADMINISTRATIVE CODE.
10' X 70' SIGHT TRIANGLE THIS SURVEY IS OF AN EXISTING PARCEL OR PARCELS OF LAND AND DOES NOT CREATE A NEW ROAD
PER PB. 15, PG. 397 OR SUBDIVISION.
DB. 660, PG. 613
WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL THIS 29TH DAY OF APRIL, 2019.
a --Q '442g(t9
W. ANDREW EADES, PLS L-3413 DATE: 04-29-19

/
X/ \ \\ \�N
I
I \
It
TAX MAP: A13, PARCEL 171WILLIAM LOGSDON
I S ERRI LOGSDON \\ \\
PC. 12, PG. 380 /
I DB. 902, PG. 822
y IPF
/ I IPF IPF _LIC IPF 1
ju•
Know what's below.
Call before you dig.
e
e'
250
\I
I
I
t
10,
/I I
�1 I
/ 1 f rPF IPFIPF
/IPF
GRAPHIC SCALE
( IN FEET )
1 inch = 250 ft.
LAKE
HYCO LAKE
LEGEND
PROJECT BOUNDARY
DUKE ENERGY LAND ACCOUNTING INFORMATION
SITE: 104540
LAND UNITS: 1183625, 1183601, 1183559, 1183749, 1183742, 1183673
PROJECT (MAP): 104540-004876
NOTES:
LOCATION OF EXISTING ELECTRIC EASEMENT IS BASED UPON LOCATION OF EXISTING POWER POLES.
SEE SHEET 3 FOR LINE TABLE.
AXLE STONE
IRON PIPE FOUND
IRON ROD FOUND
SET IRON ROD
AREBAR)
CONCRETE MONUMENT
(FOUND)
COMPUTED POINT
POWER POLE
ADJOINER (NOT SURVEYED)
CL CREEK / STREAM
EASEMENT (AS DESCRIBED)
EDGE OF PAVEMENT
:XPi �:7:17_U7gK XN1:7[N
HYCO LAKE
IPF
IPF

LINE TABLE
LINE
LENGTH
BEARING
Lt
76.06'
554'00'52"E
1-2
77.50'
541'55'50"E
1-3
95.07'
S01'05'53"W
14
77.68'
N30'09'29"E
1-5
202.33'
S83'19'25"E
L6
176.96'
N11'49'10"E.
L7
98.27'
N62'33'41"E
L8
87.22'
577'29'36"E
1-9
106.60'
587'21'30"E
L10
81.14'
N82'50'57"E
LINE TABLE
LINE
LENGTH
BEARING
L121
104.43'
572'35'10"E
L122
84.96'
532'59'12"E
L123
75.21'
S62'04'40"E
L124
141.31'
554'17'35"E
L125
120.36'
S32'1 8'21"E
L126
100.84'
S2735'57"W
L127
52.62'
539'03'18"E
L128
66.42'
500'19'49"E
L129
86.42'
S30'19'36"W
L130
56.36'.
579'05'33"E
LINE TABLE
- LINE
LENGTH
BEARING
L241
111.27'
S65'45'19"W
L242
114.53'
S81'19'01"W
L243
137.65'
N69'14'32"W
L244
103.32'
N29'18'48"W
L245
181.89'
N21'09'51"W
L246
60.61'
S03'29'1 9"W
L247
138.44'
S33'15'54"W
L248
71.84'
N53'44'57"W
L249
121.29'
N30'24'35"W
- L250
101.50'
-N22'42'19"W
IQ
Know rprik ll•IOW.
Call helm you dig.
LINE TABLE
LINE
LENGTH
BEARING
L11
103.21'
516'43'39"E
L12
123.26'
N23'32'02"E
L13
89.80'
N73'51'54"E
L14
94.96'
N81'29'34"E
L15
79.41'
N74'45'56"E
L16
243.71'
N66'18'12"E
L17
81.52'
S75'56'38"E
L18
76.31'
Ni1'54'33"W
L19
71.35'
NO2'49'17"E
L20
134.02'
N56'39'53"E
LINE TABLE
LINE
LENGTH
BEARING
L131
66.18'
534'07'47"E
L132
159.05'
N37'11'30"E
L133
96.51'
N56'27'56"E
L134
85.63'
N07'33'57"W
L135
137.55'
N17'25'28"E
L136
140.73'
N38'22'13"E
L137
92.07'
N83'28'56"E
L138
101.08'
S25'37'07"E
L139
91.20'
503'20'34"E
L140
94.35'
S27'43'54"W
LINE TABLE
LINE
LENGTH
BEARING
L251
114.27'
S06'07'50"E
L252
73.12'
S23'32'37"W
L253
120.96'
S0138'36"E
L254
80.07'
S4223'26"W
L255
87.44'
N89'44'57"W
L256
73.58'
S12'25'08"W
L257
93.35'
S72'10'18"W
L258
110.91'
S46'12'47"E
L259
80.50'
S35-09'1 2"E
L260
82.82'
S01'29'10"E
TRACT
LINE TABLE
LINE
LENGTH
BEARING
L285
153.61'
N66'40'58"E
L286
31.65'
S23'1 7'02"E
L287
44.23'
S59'07'05"W
L288
135.90'
S58'57'06"W
LINE TABLE
LINE
LENGTH
BEARING
L21
116.98'
S75'42'33"E
L22
157.65'
527'35'19"E
L23
89.19'
S40'32'56"E
L24
69.62'
N70'19'24"E
L25
86.76'
S77'26'59"E
L26
107.29'
S21 .48'46"E
L27
115.69'
S32'10'40"E
L28
85.75'
507'08'10"W
L29
45.16'
S36'44'03"W
L30
92.46'
N66'20'47"E
LINE TABLE
LINE
LENGTH
BEARING
L141
113.97'
S37'53'44"W
L142
156.39'
527'19'45"E
L143
119.05'
N89'11'11"E
L144
122.25'
S39'26'13"E
L145
140.44'
N55'02'05"E
L146
68.92'
S83'00'32"E
L147
77.13'
557'11'16"E
L148
96.34'
S79'57'44"E
L149
116.3B'
S73'48'57"E
L150
121.75'
S53'04'10"E
- LINE TABLE
LINE
LENGTH
BEARING
L261
159.59'
S6858'29"W
L262
161.04'
S71'01'06"W
L263
100.47'
N55'38'45"W
L264
108.56'
S41'54'40"W
L265
114.50'
N45'07'37"W
L266
122.64'
N25'27'45"W
L267
115.97'
N35'02'37"W
L268
85.72'
S12'28'56"W
L269
130.63'
S0735'24"E
L270
80.82'-
513'42'59"E
LINE TABLE
LINE
LENGTH
BEARING
L31
101.07'
S5136'47"E
L32
65.45'
S05'35'1 2"E
L33
137.97'
S01'13'54"W
L34
106.56'
S00'04'14"E
L35
59.53'
S1835'16"W
L36
121.33'
N30'40'13"E
L37
109.68'
N19'05'54"E
L38
63.77'
N78'08'00"E
L39
56.98'
561'26'02"E
L40
64.42'
N30'42'19"W
LINE TABLE
LINE
LENGTH
BEARING
L151
66.23'
N32'34'56"E
L152
87.69'
N81'34'38"E
L153
78.69'
567'45'26"E
L154
101.80'
529'46'22"E
L155
72.48'
N42'28'30"E
L156
69.85'
N37'46'51"E
L157
95.20'
572'06'28"E
L48
92.57'
547'13'11"E
E58
64.54'
S24'19'45"E
L50
167.89'
568'45'36"E
LINE TABLE
LINE
LENGTH
BEARING
L41
57.82'
NO3'56'41"W
L42
167.64'
N45'45'04"E-
L43
58.87'
N55'09'21"E
L44
109.33'
N29'42'31"E
L45
105.79'
N55'20'55"E
L46
96.55'
S74'56'39"E
L47
133.28'
S59'27'33"E
L48
115.51'
S69'36'42"E
L49
113.39'
522'23'02"E
L50
81.49'
S09'01'42"W
LINE TABLE
LINE
LENGTH
BEARING
L271
89.19'
521'40'09"W
L272
31.33'
S75'42'41"W
L273
95.38'
S76'1 4'23"W
L274
140.74'
587'34'05"W
L275
31.97'
N30'34'15"W
L276
195.63'
N88'12'30"W
L277
49.98'
N01'49'44"E
L278
50.00'
S01'51'49"W
L279
105.21'
N88'07'17"W
LINE TABLE
LINE
LENGTH.
BEARING
L161
85.76'
S57'27'53"E
L162
76.32'
S15'39'05"E
L163
105.36'
S17'32'43"W
L164
87.28'
S37'37'04"W
L765
87.38'
S65'48'35"W
L166
91.87'
546'11'35"W
L167
67.18'
N82'04'38"W
L168
45.43'
N52'34'18"W
L169
57.26'
S54'49'55"W
L170
98.09'
558'34'35"W
TRACT 2
LINE TABLE
LINE
LENGTH
BEARING
L280
186.87'
N84'00'41"E
L281
211.62'
586'55'45"W
L282
135.29'
520'34'45"W
L283
145.99'
S7543'26"W
L284
258.37'
S88'30'24"W
LINE TABLE
LINE
LENGTH
BEARING
L51
112.87'
535'15'37"W
L52
132.13'
N72'43'42"E
L53
71.61'
S73'38'53"E
L54
75.65'
S37'20'55"E
L55
123.39'
S30'53'56"E
L56
103.63'
N12'33'53"W
L57
80.71'
N01'17'03"E
L58
117.51'
N05'59'30"E
L59
41.55'
S80'34'23"E
L60
56.62'
N45'33'17"W
TRACT
LINE TABLE
LINE
LENGTH
BEARING
L61
100.21'
NO3'44'45"W
L62
137.42'
N0352'50"W
L63
106.80'
N32'48'52"E
L64
104.98'
N6839'34"E
L65
97.11'
569'04'53"E
L66
97.43'
537'31'32"E
L67
176.53'
S32'36'28"E
L68
60.40
S0838'43"E
L69
59.89'
S61'43'51"E
L70
65.71'
S15'37'01"E
LINE TABLE
LINE
LENGTH
BEARING
L171
76.16'
N85'37'06"W
L172
55.84'
N53'06'40"W
L173
82.08'
S78'15'04"W
L174
130.33'
S76'31'04"W
L175
147.20'
N25'36'03"W
L776
54.99'
N62'55'1 4"W
L777
140.45'
S43'27'42"W
L178
70.51'
S71 *08'34"W
L179
113.34'
S79'07'27"W
L180
99.17'
N64'20'36"W
3
LINE TABLE
LINE
LENGTH
BEARING
L71
120.15'
S38'53'25"W
L72
122.51'
N86'06'38"E
L73
115.05'
S24'33'29"E
L74
55.39'
N71 *57'05"E
L75
96.45'
N00'42'17"E
L76
115.75'
N7337'54"E
L77
49.83'
N61'35'57"W
L78
82.47'
N31'59'42"W
L79
96.03'
N43'45'42"E
LBO
178.83'
N19'40'29"E
LINE TABLE
LINE
LENGTH
BEARING
L181
59.28'
N2736'57"W
L182
62.15'
N58'46'10'W
L183
55.40'
S38'55'27"W
L184
107.02'
S31*18'19"W
L185
95.18'
S61'23'47"W
L186
86.66'
581'56'42"W
L187
69.43'
N6832'16"W
L188
42.85'
S33'47'43"W
L789
63.23'
504'03'50"E
L190
99.14'
525'06'05"W
ACCESS EASEMENT
LINE TABLE
LINE
LENGTH
BEARING
L289
41.64'
N88'06'15"W
L290
334.65'
N43'15'20"W
L291
165.41'
N60'32'59"W
L292
325.27'
N69'05'44"W
L293
50.94'
N8424'02"W
L294
59.01'
584'24'32"E
L295
331.54'
S69'08'44"E
L296
172.22'
560'32'59"E
L297
326.84'
S43'15'21"E
L298
29.26'
S88'06'1 5"E
LINE TABLE
LINE
LENGTH
BEARING
L81
51.95'
N40'53'40"W
L82
65.92'
N00'07'52"E
L83
119.09'
N63'59'51"E
L84
82.57'
N89'11'17"E
L85
148.53'
537'57'35"E
L86
78.85'
517'20'.39"E
L87
78.37'
556'39'07"E
L88
119.24'
S20'01'42"E
L89
188.53'
S33'34'34"E
L90
198.14'
NOVOV40"W
LINE TABLE
LINE
LENGTH
BEARING
1191
66.91'
573'17'52"W
L192
78.22'
S38'06'22'W
L193
50.65'
S09'13'42"E
L194
98.21'
557'52'20"W
L195
170.43'
N86'53'17"W
L796
165.92'
N66'20'56"W
L197
104.28'
N39'07'28"W
L198
104.41'
N32'02'12"W
L199
54.76'
526'57'45"W
L200
101.87'
S06'13'12"W
LINE TABLE
LINE
LENGTH
BEARING
L91
119.58'
N71'38'07"E
L92
101.34'
N62'45'32"W
L93
104.47'
NO2'31'02"W
L94
59.26'
N40'32'09'W
L95
153.21'
N16'42'43"E
L96
87.13'
N61'58'43"E
L97
85.05'
N8637'25"E
L98
107.39'
S65'14'06"E
L99
91.74'
S82'58'59"E
L100.
154.17'
S75'44'10"E
LINE TABLE
LINE
LENGTH
BEARING
L201
77.25'
518'06'11"W
L202
87.01'
S63'43'59"W
L203
70.84'
N75'56'58"W
L204
42.37'
S36'40'51 "W
L205
63.04'
S87'31'45"W
L206
87.73'
S6131'24"W
L207
60.58'
588'51'04"E
L208
54.05'
562'40'27"E
L209
65.67'
S88'07'01"E
L210
111.30'
574'27'46"E
LINE TABLE
LINE
LENGTH
BEARING
L101
132.11'
N43'47'54"E
L102
61.73'
N54'00'44"E
L103
42.98'
N70'03'19"E
L704
73.27'
N89'38'03"E
L105
135.00'
506'30'28"W
L106
130.09'
SO4'16'30"W
L107
96.86'
520'48'08"E
L108
138.15'
N31'59'07"E-
L709
94.73'
N55'11'53"E
7110
102.44'
579'02'36"E
LINE TABLE
LINE
LENGTH
BEARING
L211
96.39'
S64'48'49"E
L212
89.12'
543'06'45"E
L213
36.39'
S86'09'20"E
L214
124.27'
S62'00'30"E
L215
54.31'
S78'32'30"E
L216
55.45'
53235'44"E
L217
75.03'
348'28'12"W
L218
124.96'
567'18'13"W
L219
93.24'
S62'25'00"W
L220
52.34'
549'12'57"W
LINE TABLE
LINE
LENGTH
BEARING
L111
76.07'
S42'52'17"E
L112
95.32'
S02'46'22"E
Li 13
75.57'
N76'10'39"E
L114
117.57'
547'39'21"E
L115
116.65'
521'04'50"E
Li 16
160.55'
N04'19'14"E
L717.
155.51'
N1734'59"W
L118
112.53'
N09'31'38"W
L119
97.58'
N28'18'26"E
L12088.53'
42.25'
N89'32'09"E
LINE TABLE
LINE
LENGTH
BEARING
L221
187.20'
S61'35'24"W
L222
87.06'
575'02'42"W
L223
97.07'
N62'33'06"W
L224
95.92'
1\189'24'33"W
L225
67.73'
N82'28'18"W
L226
100.17'
S53'30'28"E
L227
60.27'
525'48'51"E -
L228
118.84'
536'45'52"W
L229
66.31'
528'18'14"W
L230
42.25'
S02'1 4'01"W
LINE TABLE
LINE
LENGTH
BEARING
L231
93.55'
S30'21'42"W
L232
48.50'
N78'24'04"W
L233
60.09'
S06'29'51"W
L234
60.30'
S50'06'00"W
L235
104.24'
S80'25'51"W
L236
137.07'
N86'31'27"W
L237
205.04'
N36'18'28"W
L238
75.82'
516'11'34"W
L239
99.51'
S12'3538"W
L240
134.05'
548'02'52"W
DUKE ENERGY LAND ACCOUNTING INFORMATION
SITE: 104540
PROJECT (MAP): 104540-004876

P2
P1
138
WA
T
E
R
S
A
I
L

W
A
Y
60' P
R
I
V
A
T
E

R
/
W
20' P
A
V
E
DTOPMAST COURT45' PRIVATE R/W18' PAVEDWINDSAIL POINT45' PRIVATE R/W18' PAVEDBINNACLE PLACE45' PRIVATE R/W18' PAVEDWATER COLOR POINT45' PRIVATE R/W18' PAVEDANCHOR BELL PLACE45' PRIVATE R/W18' PAVEDANC
H
O
R
WATC
H
TERR
A
C
E
45' P
RI
V
A
T
E
R/
W
18' P
A
V
E
D
STARBOARD POINT
45' PRIVATE R/W
18' PAVEDWATE
R
S
AI
L
W
A
Y
45' P
RI
V
A
T
E
R/
W
18' P
A
V
E
D WINDJAMMERCOURT45' PRIVATE R/W18' PAVEDTOPSAIL

P
O
I
N
T
45' PRIV
A
T
E

R
/
W
18' PAVE
D
38
31
10
11
16
19
36
43 45 SKYSAIL
PO
INT45' PR
IVATE
R
/W18' PAVED
5 6
7
8
9
12
13
14
15
17 18
20
21
22 23
24
25
26
27
28
29 30
32
35
33
34
37
40 39
41
42 44 46 47
48
49
50
51
52
53
54 55
56
57
58 59 60 61 62 63
64 65 66 67 68 69
70
WATERSAIL WAY
60' PRIVATE R/W
20' PAVED SAILMAKER COURT45' PRIVATE R/W18' PAVED74
84
79
93
101
109
110
117
128
71
72
73
75
76
77
78
80818283
87
8586
91
8889
90
92
95
94
99
96
97
98
100
102
103
104
105
106
107
108
111
112
113
114
115
116
118
119
120
121
122
123
124
125
126
127
129
130
131
132
133
134
135
136
137
139
140
141
142
143
144
145
146
147148
149
150
151
152
153
154
155
156
157158
159
160
161
162
2 31 4BALLAST LANE45' PR
IVATE
R/W18'
PAVEDBATTENCOURT45' PRIVATE R/W18' PAVEDCA
N
E

C
R
E
E
K
HYCO LAKE
HYCO LAKE
CANE CREEK
HYCO LAKE
HYCO LAKE
CANE CREEK
COS
ZION
L
E
V
E
L
C
H
U
R
C
H
R
D
(SR-1
3
1
4)
60' P
U
B
LI
C
R/
W
PER
P
B.
1
5,
P.
G
3
9
7 ROCK PO
INT
DR50' PR
IVATE
ROADPER PB
.
8
,
P
.G
45
-3JEFF RDPRIVATE
ROAD30' ACCESS
ROAD
PER PB. 9, PG
. 34-5
Parcel Area Table
PARCEL #
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
AREA (Ac)
0.84
0.81
1.04
0.97
1.04
0.86
1.25
1.14
1.17
1.34
0.98
0.71
0.70
0.52
0.43
1.03
1.07
0.78
0.75
0.79
1.05
1.40
1.20
1.24
1.16
1.18
1.19
1.20
1.13
1.03
AREA (SF)
36600.67
35448.48
45357.51
42360.86
45284.17
37494.17
54236.09
49834.89
50816.97
58273.81
42500.92
30882.55
30687.31
22798.35
18899.52
44835.04
46771.44
33828.00
32759.15
34432.89
45564.63
60972.79
52095.79
54059.43
50523.36
51478.58
51934.91
52361.15
49415.72
44693.38
Parcel Area Table
PARCEL #
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
52
53
54
55
56
57
58
59
60
AREA (Ac)
0.96
0.63
0.73
0.54
0.54
0.50
0.50
0.49
0.49
0.55
0.60
1.18
0.93
0.74
0.55
0.73
0.78
0.92
0.93
0.74
0.79
1.29
1.19
1.06
0.97
0.75
0.63
0.56
0.64
0.63
AREA (SF)
41754.31
27402.48
31929.46
23344.91
23537.30
21599.04
21790.35
21538.24
21385.76
24153.10
26005.64
51324.61
40350.22
32140.73
23801.72
31683.76
33923.74
39915.78
40589.51
32235.34
34391.91
56400.81
52027.10
46240.16
42047.80
32807.72
27517.49
24208.30
27929.26
27577.70
Parcel Area Table
PARCEL #
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
81
82
83
84
85
86
87
88
89
90
AREA (Ac)
0.58
0.50
0.50
0.56
0.50
0.58
0.53
0.45
0.52
0.50
0.49
0.50
0.45
0.43
0.57
0.57
0.51
0.55
0.56
0.48
0.53
0.52
0.54
0.60
0.57
0.51
0.55
0.59
0.55
0.44
AREA (SF)
25463.84
21907.96
21655.94
24226.47
21625.12
25193.39
23037.69
19622.28
22703.18
21749.63
21328.93
21968.87
19679.70
18907.74
24775.25
24868.03
22196.94
24162.84
24530.35
20803.47
22960.45
22697.65
23649.86
26137.41
24739.72
22142.52
23818.08
25492.57
23893.04
19113.17
Parcel Area Table
PARCEL #
91
92
93
94
95
96
97
98
99
100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115
116
117
118
119
120
AREA (Ac)
0.45
0.66
0.50
0.52
0.70
0.62
0.55
0.76
0.55
0.51
0.50
0.50
0.50
0.52
0.73
0.53
0.55
0.53
0.54
0.55
0.53
0.72
0.57
0.77
0.55
0.49
0.54
0.57
0.51
0.45
AREA (SF)
19662.59
28789.99
21591.21
22844.08
30429.62
26837.56
24137.60
33034.28
23752.77
22247.64
21779.26
21662.30
21641.54
22766.10
31970.41
23035.04
23759.19
22914.49
23702.91
23826.11
23010.53
31499.96
24699.80
33562.61
23764.04
21481.06
23403.49
24768.96
22017.67
19466.01
Parcel Area Table
PARCEL #
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136
137
138
139
140
141
142
143
144
145
146
147
148
149
150
AREA (Ac)
0.59
1.58
1.19
0.76
0.39
0.39
0.47
0.50
0.50
0.51
0.51
0.65
0.72
0.86
0.83
0.54
0.50
0.50
0.49
0.52
0.53
0.49
0.50
0.51
0.58
1.29
1.09
1.11
0.74
0.53
AREA (SF)
25826.33
68688.77
51714.46
33313.00
16920.76
16835.42
20460.60
21729.20
21684.33
22312.27
22373.13
28226.74
31329.53
37532.39
35986.46
23717.07
21825.91
21835.34
21545.16
22606.15
23291.27
21460.10
21855.11
22188.64
25441.08
56187.61
47400.46
48381.54
32351.25
23131.74
Parcel Area Table
PARCEL #
151
152
153
154
155
156
157
158
159
160
161
162
AREA (Ac)
0.51
0.50
0.54
0.52
0.61
0.65
0.73
0.77
0.74
0.73
0.59
0.62
AREA (SF)
21998.54
21846.87
23467.93
22774.78
26625.04
28362.55
31771.68
33394.76
32191.04
31775.74
25579.57
27103.37
300'150'0 300'600'
1"=300'
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C3.0
N/A
1" = 300'
DKD
JPM
JPM
SITE PLAN
OVERALL
MATCHLINE 'A'
SEE THIS SHEET
FOR CONTINUATION
SEE SHEET C3.1
SEE SHEET C3.2
MATCHLINE - 'A'
SEE THIS SHEET
FOR CONTINUATION
SEE SHEET C3.3
SEE SHEET C3.4
SEE SHEET C3.1
SEE SHEET C3.1
SEE SHEET C3.1
SEE SHEET C3.5 SEE SHEET C3.6
SEE DRAWING NO. C10.4
FOR ENTRANCE DETAIL
SEE DRAWING NO. C10.4
FOR GATE HOUSE ENTRANCE DETAIL
ROUNDABOUT NO. 1
SEE DETAIL DRAWING NO. C10.5
ROUNDABOUT NO. 2
SEE DETAIL DRAWING NO. C10.5
SITE CALCULATIONS:
NUMBER OF LOTS:162
MINIMUM LOT SIZE (REQUIRED):15,000 SF
MINIMUM LOT SIZE (PROVIDED):16,835.42 SF
MINIMUM LOT WIDTH:75 LF
MINIMUM SETBACKS:
-FRONT:25'
-SIDE:10'
-SIDE CORNER:25'
-BACK:15' (0' at water boundary Elev 420 water level)
TOTAL LENGTH OF ROADS:
20' EP-60' R/W WATERSAIL WAY ONLY):13,259.1 LF
18' EP-45' R/W (ALL OTHER ROADS):13,720.2 LF
ROADS LENGTH CHART (LF):
(18' EP-45' R/W)
TOPMAST POINT 1,320.00
WINDSAIL POINT:1,512.69
BALLAST LANE:907.11
ANCHOR WATCH TERRACE:885.74
BINNACLE PLACE:1,459.92
WATER COLOR POINT:1,370.91 (C/L OF ROUNDABOUT)
SAILMAKER COURT:886.74 (C/L OF ROUNDABOUT)
TOPSAIL POINT:1,376.04
ANCHOR BELL PLACE:1,285.08
BATTEN COURT:540.902
SKYSAIL POINT:939.65
STARBOARD POINT:807.53
WINDJAMMER COURT:427.84
(20' EP-60' R/W)
WATERSAIL WAY:13,259.10
TREATMENT UNITS AND
EFFLUENT STORAGE POND
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
SPRAY DISPOSAL AREAS
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
(TYP)
ZION
L
E
V
E
L
C
H
U
R
C
H
R
D
(SR-1
3
1
4)
60' P
U
B
LI
C
R/
W
PER
P
B.
1
5,
P.
G
3
9
7 ROCK PO
INT
DR50'
PR
IVATE
ROADPER PB
.
8
,
P
.G
45
-3JEFF RDPRIVATE ROAD30' ACCESS ROAD PER PB. 9, PG. 34-5
CA
N
E

C
R
E
E
K
CANE CREEK
CANE CREEK
WATERSAIL WAY
60' PRIVATE R/W
20' PAVED
C3.1
N/A
1" = 100'
DKD
JPM
JPM
SITE PLAN
ENLARGED
100'50'0 100'200'
1"=100'
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
MATCHLINE - 'B'
SEE THIS SHEET FOR
CONTINUATION
MATCHLINE - 'B'
SEE THIS SHEET FOR
CONTINUATION
MATCHLINE - 'C'
SEE THIS SHEET FOR
CONTINUATION
MATCHLINE - 'C'
SEE THIS SHEET FOR
CONTINUATION
SEE SHEET C3.2
SEE SHEET C3.1PROPOSED
60' ROW WATERSAIL WAY60' PRIVATE ROW20' PAVEDWATERSAIL WAY60' PR
IVATE ROW20' PAVED
SEE DRAWING NO. C10.4
FOR ENTRANCE DETAIL
SEE DRAWING NO. C10.4
FOR GATE HOUSE ENTRANCE DETAIL
ROUNDABOUT NO. 1
SEE DETAIL DRAWING NO. C10.5
PROP. GUARDRAIL
AT CREEK CROSSING
PROP. GUARDRAIL
AT CREEK CROSSING
APPROX. AREA OF
SPRAY FIELD
(TYP)WATERSAIL WAY60' PRIVATE ROW20' PAVEDPROP. HEADWALL
(TYP)
NOTES:
FOR SPRAY FIELD DESIGN
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
PROP. GUARDRAIL
(TYP)
P2
P1
WA
T
E
R
S
A
I
L

W
A
Y
60'
P
R
I
V
A
T
E

R
/
W
20'
P
A
V
E
D
WATERSAIL WA
Y
60' PRIVATE R/W
20' PAVED
2 3
1N14°22'37"WN14°22'37"W0100'100'200'
SCALE: 1"=100' (Horiz.)
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C3.2
N/A
1" = 100'
DKD
JPM
JPM
SITE PLAN
ENLARGEDSEE SHEET C3.1SEE SHEET C3.3
SEE SHEET C3.4TOPMAST POINT45' PRIVATE ROW18' PAVED
WIN
DS
AIL P
OI
NT
45' PRIV
ATE
R
O
W
18' PAVE
D
ROUNDABOUT NO. 1
SEE DETAIL DRAWING NO. C10.5
20' EP
6' SHOULDER
(TYP)
APPROX. AREA OF
SPRAY FIELD
(TYP)
18' EP
4' SHOULDER
(TYP)R30.00'EP (TYP)R25.0
0
'
R/W (
T
Y
P
)
TREATMENT UNITS AND
EFFLUENT STORAGE POND
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
ACCESS DRIVE FOR
TREATMENT UNITS AND
EFFLUENT STORAGE POND
NOTES:
FOR SPRAY FIELD DESIGN
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
P2
P1 TOPMAST COURT45' PRIVATE R/W18' PAVEDWINDSAIL POINT45' PRIVATE R/W18' PAVED146
147148
149
150
151
152
153
154
155
156
157158
159
160
161
162
HYCO LAKE
C3.3
N/A
1" = 100'
DKD
JPM
JPM
SITE PLAN
ENLARGED
100'50'0 100'200'
1"=100'
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEERSEE SHEET C3.1SEE SHEET C3.2 SEE SHEET C3.4 SEE SHEET C3.5WATERSAIL WAY
60' PRIVATE ROW
20' PAVED
PROP. 10'
STORM DRAINAGE
EASEMENT (SDE)
(TYP)
25' FRONT
SETBACK
(TYP)
10' SIDE SETBACK
(TYP)
NO SETBACK AT
SHORELINE (ELEV 420)
(TYP)
TYPICAL OFFSET CUL-DE-SAC
SEE DETAIL DRAWING NO. C10.4
TYPICAL CUL-DE-SAC
SEE DETAIL DRAWING NO. C10.4
APPROX. AREA OF
SPRAY FIELD
(TYP)
APPROX. AREA OF
LAGOON
(TYP)
DRIVEWAY
PROP. SECURITY FENCE
TREATMENT UNITS AND
EFFLUENT STORAGE POND
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
R25.00' R/W(TYP)R30
.
0
0
'

E
P
(TY
P
)
ANC
H
O
R
W
A
T
C
H
T
E
R
R
A
C
E
45' P
RI
V
A
T
E
R/
W
18' P
A
V
E
D
TOPSAIL

P
O
I
N
T
45' PRIV
A
T
E

R
/
W
18' PAVE
D
38
31
10
11
16
19
36
5 6
7
8
9
12
13
14
15
17 18
20
21
22 23
24
25
26
27
28
29
30
32
35
33
34
37
40 39
41SAILMAKER COURT45' PRIVATE R/W18' PAVED2 3
1 4 BALLAST LANE45' PR
IVATE
R/W18'
PAVED
HYCO LAKE
100'50'0 100'200'
1"=100'
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C3.4
N/A
1" = 100'
DKD
JPM
JPM
SITE PLAN
ENLARGEDSEE SHEET C3.2SEE SHEET C3.3 SEE SHEET C3.5 SEE SHEET C3.6
WATE
R
S
A
I
L
W
A
Y
60' PRI
V
A
T
E

R
O
W
20' PA
V
E
D
PROP. 10'
STORM DRAINAGE
EASEMENT (SDE)
(TYP)
25' FRONT
SETBACK
(TYP)
10' SIDE SETBACK
(TYP)
NO SETBACK AT
SHORELINE (ELEV 420)
(TYP)
PROP. GUARDRAIL
OFFSET CUL-DE-SAC
SEE DETAIL DRAWING NO. C10.4
TYPICAL CUL-DE-SAC
SEE DETAIL DRAWING NO. C10.4
TYPICAL CUL-DE-SAC
SEE DETAIL DRAWING NO. C10.4
TYPICAL CUL-DE-SAC
SEE DETAIL DRAWING
NO. C10.4
APPROX. AREA OF
SPRAY FIELD
(TYP)
R25.0
0'
R/
W
(TYP)R30.00
'
EP
(TYP
)
NOTES:
FOR SPRAY FIELD DESIGN
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
138
45' PRIVATE R/W18' PAVEDBINNACLE PLACE45' PRIVATE R/W18' PAVEDWATER COLOR POINT45' PRIVATE R/W18' PAVEDANCHOR BELL PLACE45' PRIVATE R/W18' PAVEDSAILMAKER COURT117
128
111
112
113
114
115
116
118
119
120
121
122
123
124
125
126
127
129
130
131
132
133
134
135
136
137
139
140
141
142
143
144
145
146
147
149
150
HYCO LAKE
100'50'0 100'200'
1"=100'
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C3.5
N/A
1" = 100'
DKD
JPM
JPM
SITE PLAN
ENLARGED
HYCO LAKE
SEE SHEET C3.3
SEE SHEET C3.4 SEE SHEET C3.6WATERSAIL WAY
60' PRIVATE ROW
20' PAVED
PROP. ROUNDABOUT NO. 2
SEE DETAIL DRAWING NO. C10.5
PROP. 10'
STORM DRAINAGE
EASEMENT (SDE)
(TYP)
25' FRONT
SETBACK
(TYP)
10' SIDE SETBACK
(TYP)
NO SETBACK AT
SHORELINE (ELEV 420)
(TYP)
15' REAR
SETBACK
(TYP)
TYPICAL CUL-DE-SAC
SEE DETAIL DRAWING NO. C10.4
APPROX. AREA OF
SPRAY FIELD
(TYP)
TYPICAL CUL-DE-SAC
SEE DETAIL DRAWING NO. C10.4
TYPICAL CUL-DE-SAC
SEE DETAIL DRAWING NO. C10.4
SAILMAKER
COURT60' PR
IVATE
ROW20' PAVED
R25
.
0
0
'

R
/
W
(TY
P
)
R
3
0
.
0
0
'

E
P
(T
Y
P
)
NOTES:
FOR SPRAY FIELD DESIGN
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
FM
FM
FM
FM
FM
FMANCHOR BELL PLACE45' PRIVATE R/W18' PAVEDSTARBOARD POINT
45' PRIVATE R/W
18' PAVED
WAT
E
R
S
A
I
L

W
A
Y
45' P
R
I
V
A
T
E

R
/
W
18' P
A
V
E
D WINDJAMMER COURT45' PRIVATE R/W18' PAVED43 45 SKYSAIL
PO
INT45' PR
IVATE
R
/W18' PAVED
42 44 46 47
48
49
50
51
52
53
54 55
56
57
58 59 60 61 62 63
64 65
66 67 68 69
70
74
84
79
93
101
109
110
71
72
73
75
76
77
78
80818283
87
8586
91
8889
90
92
95
94
99
96
97
98
100
102
103
104
105
106
107
108
111
112
113
114
BATTEN COURT45' PRIVATE R/W18' PAVEDHYCO LAKE
HYCO LAKE
COS
C3.6
N/A
1" = 100'
DKD
JPM
JPM
SITE PLAN
ENLARGED
100'50'0 100'200'
1"=100'
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEERSEE SHEET C3.5SEE SHEET C3.4
PROP. 10'
STORM DRAINAGE
EASEMENT (SDE)
(TYP)
25' FRONT SETBACK
(TYP)
10' SIDE SETBACK
(TYP)
NO SETBACK AT
SHORELINE (ELEV 420)
(TYP)
25' FRONT SETBACK
(TYP)
15' REAR
SETBACK
(TYP)
TYPICAL CUL-DE-SAC
SEE DETAIL DRAWING NO. C10.4
WATERSAIL WAY CUL-DE-SAC
SEE DETAIL DRAWING NO. C10.4
APPROX. AREA OF
SPRAY FIELD
(TYP)
TYPICAL CUL-DE-SAC
SEE DETAIL DRAWING NO. C10.4
TYPICAL CUL-DE-SAC
SEE DETAIL DRAWING NO. C10.4
R25'R/W (TYP)R
3
0
'
E
P

(
T
Y
P
)
NOTES:
FOR SPRAY FIELD DESIGN
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
PROP. GUARDRAIL
(TYP)
EFFLUENT STORAGE POND
8.324 MG EFFECTIVE STORAGE
BOTTOM EL. 501.5
TOP OF BERM E
L
.

5
1
5
.
5
0
510
516
502
514
512514
515
517
515
501.5
500
499
498.5
512
512514510 512
514
508
TOP OF BERM EL
.

5
1
5
.
5
0
504
506508
512
514
500
490
510
SKIMMER BASIN No. 1
SKIMMER BASIN No. 2
SKIMMER BASIN No. 3
HYCO LAKE
HYCO LAKE
CANE CREEK
HYCO LAKE
HYCO LAKE
CANE CREEK
CANE CREEK
CANE CREEK
SmF
SmF
RaB
SmB
RaB
OaC
OaB
HaC
SmD
RaC
SmF
SmF
CoA
CoA
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C4.0
N/A
1" = 300'
DKD
JCB
JPM
OVERALL EROSION CONTROL
PHASE 1
MATCHLINE 'A'
SEE THIS SHEET
FOR CONTINUATION
SEE SHEET C4.1
SEE SHEET C4.14
MATCHLINE - 'A'
SEE THIS SHEET
FOR CONTINUATION
SEE SHEET C4.11
SEE SHEET C4.17
SEE SHEET C4.2
SEE SHEET C4.2
SEE SHEET C4.12
SEE SHEET C4.13
SEE SHEET C4.16
SEE SHEET C4.8
SEE SHEET C4.9
SEE SHEET C4.7
SEE SHEET C4.10
SEE SHEET C4.5
SEE SHEET C4.3
SEE SHEET C4.15SEE SHEET C4.4
SEE SHEET C4.6
SEE SHEET C4.1
SKIMMER
BASIN
#19
SKIMMER
BASIN
#18
SKIMMER
BASIN
#11
SKIMMER
BASIN
#17
SKIMMER
BASIN
#10
LINITS OF
DISTURBANCE
(TYP)
BASIN DRAINAGE
AREA (TYP)
SKIMMER
BASIN
#16
SKIMMER
BASIN
#15
SKIMMER
BASIN
#14
SKIMMER
BASIN
#13
SKIMMER
BASIN
#12
SKIMMER
BASIN
#12A
SKIMMER
BASIN
#1
SKIMMER
BASIN
#2
SKIMMER
BASIN
#2A
SKIMMER
BASIN
#3
SKIMMER
BASIN
#4
SKIMMER
BASIN
#5
SKIMMER
BASIN
#6SKIMMER
BASIN
#8
SKIMMER
BASIN
#7
SKIMMER
BASIN
#9
ZION
L
E
V
E
L
CHU
R
C
H
R
O
A
D ROCK PO
INTDRIVEJEFF ROAD
SmFSmFRaBSmBRaBOaBHaCSmDSmFSmFC4.1
N/A
1" = 50'
DKD
JCB
JPM
EROSION CONTROL PHASE 1
ENLARGED
50'25'0 50'100'
1"=50'
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
LIMITS OF
DISTURBANCE (TYP.)
SILT FENCE (TYP.)
SILT FENCE OUTLET
DEVICE W/ J-HOOK
(TYP.)
SILT FENCE OUTLET
DEVICE (TYP.)SEE SHEET C4.2TEMPORARY CONSTRUCTION
ENTRANCE (SEE DETAILS)
30' BUFFER (TYP.)ZION
LEVEL
CHURCH
ROAD
ROC
K
P
OI
N
T
D
RI
V
E
JEFF R
O
A
D
SOIL TYPE
DELINEATION (TYP.)
SOIL TYPE (TYP.)
C
CCCCANE CREEKSmFCoAOaBSmFSmFOrBOaC300'150'0 300'600'
1"=300'
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C4.2
N/A
1" = 50'
DKD
JCB
JPM
EROSION CONTROL PHASE 1
ENLARGEDSEE SHEET C4.3SILT FENCE (TYP.)
LIMITS OF
DISTURBANCE (TYP.)
SILT FENCE OUTLET
DEVICE (TYP.)SEE SHEET C4.1CANE
CREEK
SILT FENCE OUTLET
DEVICE W/ J-HOOK
(TYP.)
30' BUFFER (TYP.)
SOIL TYPE
DELINEATION (TYP.)
SOIL TYPE (TYP.)
C C C CCCCCCCCCCC
C
C C C C C C C C C
CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC C C
CC CC
CCCCCCCCCCCCCCC C C C
CCCCC C C C
CCCCCC C C C
CCCCC C C C
CCCCCC C C CCCCCC C C C
CC CC CCC CCCC CCC CCCCCC CC
CCC
CC CC C CCCCCCCCCCCCCCC
C C C C C C C C C CCCCCCCCCC C C C C C C C C C
CCCCCCCCCCC
C CCCCCCCCCC
C C
CCCC CCCCCCCCCCCCCCCC
CC CCC CC
CCCCCCCCCCCCCCCCCCCCCCC C C
CCC CCCCC
C
CCCCCCCCCCCC
SmBOrBSmFSmFSmFOaB50'25'0 50'100'
1"=50'
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C4.3
N/A
1" = 50'
DKD
JCB
JPM
EROSION CONTROL PLAN PHASE 1
ENLARGED
SILT FENCE (TYP.)LIMITS OF
DISTURBANCE (TYP.)SEE SHEET C4.2SEE SHEET C4.4
SILT FENCE OUTLET
DEVICE W/ J-HOOK
(TYP.)
SILT FENCE OUTLET
DEVICE (TYP.)
CLEARING LIMITS (TYP.)
(SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
BY DIEHL & PHILLIPS, P.A.)
SOIL TYPE
DELINEATION (TYP.)
SOIL TYPE (TYP.)
CCCC C
CC C C
C C
CCC
C CCC
CCCCCCCCCCCCCCCCCCCCCC CC C CCCCCC C
CCC C
CCCCC C
CCCCC C C
CCCCCC CC
CCCCC CC CCCC CCC CC
CCCCCCCC
CCCC
CCCCCCCCCCC CCCCCCCC C C C C
CC C C
CC CCC CCCC C CCCCCCCCCCCC
CCC C C C C C C C C C CCCCCCCCCCC C C C C C C CCCCCCCCC C C C C CCCCCCCCC C CCCCC CCCCCCCC C C C
CC C CCC C CCCCCCCC C C C C C CCCCCCCC C C CCCC CCCCCCCCCC C C
CCC
CCCCC
CCC C C C C
CCCCCCCCCC
C C CCCCCCCCCCCC C C C CCCCCCCCC CCCCC C CCCCCC
CCCCCCCC CC
C
CCCCCCC CCSmBOrB
SmF
SmF
SmF
499
504
504
499
503 4804
8
0
4
8
5
485
480485
50'25'0 50'100'
1"=50'
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C4.4
N/A
1" = 50'
DKD
JPM
JPM
EROSION CONTROL PLAN PHASE 1
ENLARGED
SKIMMER (TYP.)
SEE DETAILS
POROUS BAFFLE
(TYP.)
LIMITS OF
DISTURBANCE (TYP.)
SILT FENCE (TYP.)
BASIN DRAINAGE
DELINEATION(TYP.)
RIPRAP OUTLET
PROTECTION (TYP.)
SEE DETAILS
SEE SHEET C4.5
SEE SHEET C4.14SEE SHEET C4.3SKIMMER SEDIMENT
BASIN NO. 18
(SEE DETAIL DRAWING
NO. C10.3)
SKIMMER SEDIMENT
BASIN NO. 19
(SEE DETAIL DRAWING
NO. C10.3)
DITCH DRAINAGE
DELINEATION(TYP.)
CLEARING LIMITS (TYP.)
(SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
BY DIEHL & PHILLIPS, P.A.)
EMERGENCY
SPILLWAY
(TYP.)
TEMPORARY
DIVERSION DITCH
(TDD) (TYP.)
30' BUFFER (TYP)
(TYP.)
SOIL TYPE
DELINEATION (TYP.)
SOIL TYPE (TYP.)
CC C
CCCCC EFFLUENT STORAGE POND
8.324 MG EFFECTIVE STORAGE
BOTTOM EL. 501.5
TOP OF BERM

E
L
.

5
1
5
.
5
0
510
516
502
514
512514
515
517
515
501.5
500
499
498.5
512
510
512
514
508
TOP OF BERM

E
L
.

5
1
5
.
5
0
504
506508
512
514
500
490
510
SKIMMER BASIN No. 1
SKIMMER BASIN No. 2
SKIMMER BASIN No. 3
C CCCCCCCCCCCCCCCCCC CCCC
CCCC CC
CCCCCCCCCCCCCC CCCCC CC
CCCCCC CCCCCCCCCCCCCCCCCCC
C
CCCCCCCCCCCCCCCCCCCCCCCCC C CCCC C CCCCC C CCCCC C CCC CCCCC C C
CCCCCCCCCCC
CCCCCCCCCCC C
CC C C CCCCC C CCCCCC C C CCCCC C CCCCC C C
CCCCC
C
CCCC
C
C
CCC
C CCSmBSmB
OrB
SmFSmF
SmF
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C4.5
N/A
1" = 50'
DKD
JCB
JPM
EROSION CONTROL PLAN PHASE 1
ENLARGED
SEE SHEET C4.4
LIMITS OF
DISTURBANCE (TYP.)
SILT FENCE (TYP.)SEE SHEET C4.6SEE SHEET C4.10
50'25'0 50'100'
1"=50'SEE SHEET C4.3DITCH DRAINAGE
DELINEATION(TYP.)
BASIN DRAINAGE
DELINEATION (TYP.)
CLEARING LIMITS (TYP.)
(SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
BY DIEHL & PHILLIPS, P.A.)
TEMPORARY
DIVERSION DITCH
(TDD) (TYP.)
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
BY DIEHL & PHILLIPS, P.A. FOR
EROSION CONTROL DESIGN OF
WATER TREATMENT FACILITY AND
ASSOCIATED FACILITIES.
30' BUFFER (TYP)
SOIL TYPE
DELINEATION (TYP.)
SOIL TYPE (TYP.)
512512514CC
C
C
C
C
CCCC
CCCC
CCC
CC CCCCCCCCC CC
CCC CC
CCCC CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC
CCC
CCCC
CCCCCCCCC
C CCCCCC
CCCC CCCCC
C
C C C C
CCCCCCC C C C C
CCCCCCC C C C
CCCCCCCCCCCCCCCCCCC
CCCCC
CCCCCCCCC
CCCCCC
CCC
C
CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC
C CCC CCCCCCCCCCCCCCCCCCC
CC CC CCCCCCCCCCCCCCCCCCCCCCCCCCCC CCCC
CC CC
C
CCCCCCCCCCCC
C CC
CCCCCC
C
CCCCC
CCC
CCCCCCCCCCCCCCC CCCCC
C
C
C
C
SmD
OrB
SmF
SmF
SmF
50'25'0 50'100'
1"=50'
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C4.6
N/A
1" = 50'
DKD
JCB
JPM
EROSION
CONTROL PHASE 1
ENLARGED
SEE SHEET C4.11
LIMITS OF
DISTURBANCE (TYP.)
SILT FENCE (TYP.)
SILT FENCE OUTLET
DEVICE (TYP.)SEE SHEET C4.5SEE SHEET C4.7SEE SHEET C4.14
DITCH DRAINAGE
DELINEATION(TYP.)
BASIN DRAINAGE
DELINEATION(TYP.)
TOPMAST COURT
DITCH #4
WINDSAIL POINT
DITCH #3
TOPMAST COURT
DITCH #5
STRAW WATTLE (TYP.)
CLEARING LIMITS (TYP.)
(SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
BY DIEHL & PHILLIPS, P.A.)
TEMPORARY
DIVERSION DITCH
(TDD) (TYP.)
SILT FENCE OUTLET
DEVICE W/ J-HOOK
(TYP.)
30' BUFFER (TYP)
(TYP.)
SOIL TYPE
DELINEATION (TYP.)
SOIL TYPE (TYP.)
CCCCCCCCCCCCCCCCCCCCCCCCCCCC C C C C
CCCCCC
C
C C C CCCCCCCCCCCCC CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC
C
C
C
C CCCCCC
C
C
C CCCCCC
C
C
CCCCC
C CCCCCCCCCCCCCCCCCCC
CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC
CCC CCC
CCCCCCCCC
CCCCCCCCCCCC
CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC CC CCCCCCCCCCCCCCCCCCCCCCC CCCCCCCCCC
C
C
C
C CCCCCCCCCCCCCCCC
C CC CCCCCCCCCCCC CC CCCCCCC
CCC CCCCCCCCCCCCCC
CCCCCCCCC
CCCC CCCCCCCCCCCCCCCCCCCCCCCC
CCCCCC CCCC CC
CC
CCC
C
C CCCCSmD
OrB
OrB
SmF
SmF
SmF
SmF
SmF
50'25'0 50'100'
1"=50'
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C4.7
N/A
1" = 50'
DKD
JCB
JPM
EROSION
CONTROL PHASE 1
ENLARGED
SEE SHEET C4.12
LIMITS OF
DISTURBANCE (TYP.)
SILT FENCE (TYP.)
BASIN DRAINAGE
DELINEATION(TYP.)
SILT FENCE OUTLET
DEVICE (TYP.)SEE SHEET C4.6SEE SHEET C4.8SEE SHEET C4.16
DITCH DRAINAGE
DELINEATION(TYP.)
BINNACLE PLACE DITCH
#1
BINNACLE PLACE DITCH
#2
WATER COLOR POINT
DITCH #3
WATER COLOR POINT
DITCH #4
STRAW WATTLE (TYP.)
CLEARING LIMITS (TYP.)
(SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
BY DIEHL & PHILLIPS, P.A.)
TEMPORARY
DIVERSION DITCH
(TDD) (TYP.)
30' BUFFER (TYP)
SILT FENCE OUTLET
DEVICE W/ J-HOOK
(TYP.)
SOIL TYPE
DELINEATION (TYP.)
SOIL TYPE (TYP.)
CCC CCC
C
C
C
C
C
CCCCCCCCC
C
C
C
C
C CCCC
C
C CCCCCCCCCCCCC
CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC CC CCC CC
C
CCC
C
C
C
C
C CCCCCCCC CCC CC CCCC
C
C
CC CC
C
C
C CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC
C
CCCC
CCCC CCCCCCCCCCCCCCCCCCCCCCCCCCCCC CC
CCCCCCCCCCCCCCCC
C
C CCCC
C CCCCCC
C
C CCCCC
C CCC
C
CCC
HYCO LAKE
OrB
SmF
SmF
4
4
6
4464
4
9
4
4
5 450451
455451454
45150'25'0 50'100'
1"=50'
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C4.8
N/A
1" = 50'
DKD
JCB
JPM
EROSION
CONTROL PHASE 1
ENLARGED
HYCO LAKE
SKIMMER (TYP.)
SEE DETAILS
POROUS BAFFLE
(TYP.)
LIMITS OF
DISTURBANCE (TYP.)
SILT FENCE (TYP.)
RIPRAP OUTLET
PROTECTION (TYP.)
SEE DETAILS
SKIMMER SEDIMENT
BASIN NO. 12
(SEE DETAIL DRAWING
NO. C10.3)
BASIN DRAINAGE
DELINEATION(TYP.)SEE SHEET C4.7SEE SHEET C4.13
SEE SHEET C4.16 SEE SHEET C4.9DITCH DRAINAGE
DELINEATION(TYP.)
SKIMMER SEDIMENT
BASIN NO. 12A
(SEE DETAIL DRAWING
NO. C10.3)
STARBOARD COURT
DITCH #1
STARBOARD COURT
DITCH #2
STRAW WATTLE (TYP.)
SILT FENCE OUTLET
DEVICE (TYP.)
SILT FENCE OUTLET
DEVICE W/J-HOOK (TYP.)
EMERGENCY
SPILLWAY
(TYP.)
CLEARING LIMITS (TYP.)
(SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
BY DIEHL & PHILLIPS, P.A.)
TEMPORARY
DIVERSION DITCH
(TDD) (TYP.)
30' BUFFER (TYP)
SOIL TYPE
DELINEATION (TYP.)
SOIL TYPE (TYP.)
HYCO LAKE
SmF
SmB
SmF
SmF
SmB
SmB
445 445
440
445
441.5
441.54204
2
0
42742341850'25'0 50'100'
1"=50'
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C4.9
N/A
1" = 50'
DKD
JCB
JPM
EROSION CONTROL
PHASE 1 ENLARGEDSEE SHEET C4.13SKIMMER (TYP.)
SEE DETAILS
POROUS BAFFLE
(TYP.)
LIMITS OF
DISTURBANCE (TYP.)
SILT FENCE (TYP.)
RIPRAP OUTLET
PROTECTION (TYP.)
SEE DETAILS
BASIN DRAINAGE
DELINEATION(TYP.)SEE SHEET C4.8SKIMMER SEDIMENT
BASIN NO. 1
(SEE DETAIL DRAWING
NO. C10.3)
WATERSAIL WAY DITCH #38
WINDJAMMER COURT DITCH #1
STRAW WATTLE (TYP.)
SKIMMER SEDIMENT
BASIN NO. 2
(SEE DETAIL DRAWING
NO. C10.3)
SILT FENCE OUTLET DEVICE (TYP)
SILT FENCE (TYP)
EMERGENCY
SPILLWAY
(TYP.)
TEMPORARY
DIVERSION DITCH
(TDD) (TYP.)
SILT FENCE OUTLET
DEVICE W/ J-HOOK
(TYP.)
DITCH DRAINAGE
DELINEATION(TYP.)
SOIL TYPE
DELINEATION (TYP.)SOIL TYPE (TYP.)
CCCCC
CCCCCCCCCCC CCCCCCCCC CC
CCCCCC
CCCCCCCCCC CC CCCCCCCCCCCC
C
C
CCCC
C
C
CCCCCCCCCCCC
C
C
SmB
SmBSmB
CoA
SmF
SmF
SmF
SmF
SmD
50'25'0 50'100'
1"=50'
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C4.10
N/A
1" = 50'
DKD
JCB
JPM
EROSION CONTROL
PHASE 1 ENLARGED
LIMITS OF
DISTURBANCE (TYP.)SEE SHEET C4.11SEE SHEET C4.5
TOPMAST COURT
DITCH #6
CLEARING LIMITS (TYP.)
(SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
BY DIEHL & PHILLIPS, P.A.)
30' BUFFER (TYP.)
SOIL TYPE
DELINEATION (TYP.)
SOIL TYPE (TYP.)
CCCCCCCCCCCCCCCCCCCCCCCCCCCCC
CC
C
C
CCCCCCCCCCCCCC
C
C CCCCC
C
C CCCCCCC
C
C
C CCCC
C
C CHYCO LAKE
SmB
OrB
4
5
0
45
0
4
5
3
.
5
4
4
6
45
5 4394394424424364
3
9439
4444
4
4
4
3
7
50'25'0 50'100'
1"=50'
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C4.11
N/A
1" = 50'
DKD
JCB
JPM
EROSION CONTROL
PHASE 1 ENLARGED SEE SHEET C4.12SKIMMER (TYP.)
SEE DETAILS
POROUS BAFFLE
(TYP.)
LIMITS OF
DISTURBANCE (TYP.)
SILT FENCE (TYP.)
RIPRAP OUTLET
PROTECTION (TYP.)
SEE DETAILSEMERGENCY
SPILLWAY (TYP.)
BASIN DRAINAGE
DELINEATION(TYP.)
SEE SHEET C4.6SEE SHEET C4.10SKIMMER SEDIMENT
BASIN NO. 11
(SEE DETAIL DRAWING
NO. C10.3)
SKIMMER SEDIMENT
BASIN NO. 10
(SEE DETAIL DRAWING
NO. C10.3)
SKIMMER SEDIMENT
BASIN NO. 9
(SEE DETAIL DRAWING
NO. C10.3)
TOPMAST COURT
DITCH #8
TOPMAST COURT
DITCH #6
WINDSAIL POINT
DITCH #6
WINDSAIL POINT
DITCH #5
STRAW WATTLE (TYP.)
CLEARING LIMITS (TYP.)
(SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
BY DIEHL & PHILLIPS, P.A.)
TEMPORARY
DIVERSION DITCH
(TDD) (TYP.)
DITCH DRAINAGE
DELINEATION(TYP.)
30' BUFFER (TYP.)
STRAW WATTLE (TYP.)
SOIL TYPE
DELINEATION (TYP.)
SOIL TYPE (TYP.)
CCCCCCCCCCCCCCCCCCCCCCCCCCC
C
CCCCC CCCCCCCCCCCCCCCCCCCCC CC
CCCCCCCCCCCC CCC
CCCCCCCCCCCC CCCCCCCCCCCCCCCCCCCCCCCCCCC
CCCCCCCCC
CCCSmB
SmB
SmB
SmF
SmF 43944544243643944243
243
5 429
438439439442442436444431.5
431.5
50'25'0 50'100'
1"=50'
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C4.12
N/A
1" = 50'
DKD
JCB
JPM
EROSION CONTROL PLAN
PHASE 1 ENLARGED SEE SHEET C4.13SKIMMER (TYP.)
SEE DETAILS
POROUS BAFFLE
(TYP.)
SILT FENCE (TYP.)
RIPRAP OUTLET
PROTECTION (TYP.)
SEE DETAILS
STABILIZE SLOPES
WITH SYNTHETIC MAT
IMMEDIATELY AFTER
GRADING IS COMPLETE
LIMITS OF
DISTURBANCE (TYP.)
SEE SHEET C4.7SEE SHEET C4.11DITCH DRAINAGE
DELINEATION(TYP.)
SKIMMER SEDIMENT
BASIN NO. 6
(SEE DETAIL DRAWING
NO. C10.3)
SKIMMER SEDIMENT
BASIN NO. 8
(SEE DETAIL DRAWING
NO. C10.3)
SKIMMER SEDIMENT
BASIN NO. 9
(SEE DETAIL DRAWING
NO. C10.3)
WATER COLOR POINT
DITCH #5
ANCHOR BELL PLACE
DITCH #6
BASIN DRAINAGE
DELINEATION(TYP.)
EMERGENCY
SPILLWAY
(TYP.)
CLEARING LIMITS (TYP.)
(SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
BY DIEHL & PHILLIPS, P.A.)
TEMPORARY
DIVERSION DITCH
(TDD) (TYP.)
30' BUFFER (TYP.)
STRAW WATTLE (TYP.)
SOIL TYPE (TYP.)
SOIL TYPE
DELINEATION (TYP.)
CCCCCCCCC
CCCCCCCCCCCC
CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC CCC CC CC
C
C CCCCCC
C
C CCCCCCC
C CCC
C CCCC
CCC
CC
CCCCC
C CCCCC
C CCCCSmB
HaC
SmD
SmF
SmF
SmF
SmF
SmB4324354284324384364364404364394324414234234274264184264204
2
0
4234234184274
4
0
4
3
8
4
9
7
4
3
4
438441438
441
50'25'0 50'100'
1"=50'
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C4.13
N/A
1" = 50'
DKD
JCB
JPM
EROSION CONTROL PLAN
PHASE 1 ENLARGED
LIMITS OF
DISTURBANCE (TYP.)
RIPRAP OUTLET
PROTECTION (TYP.)
SEE DETAILS
POROUS BAFFLE
(TYP.)
SILT FENCE (TYP.)SEE SHEET C4.9SEE SHEET C4.12SEE SHEET C4.8
BASIN DRAINAGE
DELINEATION(TYP.)
DITCH DRAINAGE
DELINEATION(TYP.)
SKIMMER SEDIMENT
BASIN NO. 2A
(SEE DETAIL DRAWING
NO. C10.3)
SKIMMER SEDIMENT
BASIN NO. 2
(SEE DETAIL DRAWING
NO. C10.3)
SKIMMER SEDIMENT
BASIN NO. 3
(SEE DETAIL DRAWING
NO. C10.3)
SKIMMER SEDIMENT
BASIN NO. 4
(SEE DETAIL DRAWING
NO. C10.3)SKIMMER SEDIMENT
BASIN NO. 5
(SEE DETAIL DRAWING
NO. C10.3)
EMERGENCY
SPILLWAY (TYP.)
ANCHOR BELL PLACE
DITCH #1
BATTEN COURT
DITCH #1
BATTEN COURT
DITCH #2
SKYSAIL COURT
DITCH #1
SKYSAIL COURT
DITCH #2
WINDJAMMER COURT
DITCH #1
WINDJAMMER COURT
DITCH #2
STRAW WATTLE
(TYP.)
STRAW WATTLE
(TYP.)
SILT FENCE OUTLET
DEVICE (TYP)
CLEARING LIMITS (TYP.)
(SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
BY DIEHL & PHILLIPS, P.A.)
TEMPORARY
DIVERSION DITCH
(TDD) (TYP.)
30' BUFFER (TYP.)
SILT FENCE OUTLET
DEVICE W/ J-HOOK
(TYP.)
SKIMMER (TYP.)
SEE DETAILS
SOIL TYPE (TYP.)
SOIL TYPE
DELINEATION (TYP.)
C CCCCC
CCCCCCCCCCCCCCC CCCCCCCCCCC CCC
CCCCCCCCCCC CCC CCCC CCCCCCCCCCC
CCC CCC
C
CCC CC CCCCCCCC
CCCCCCCCCCCCC
C CCCCCC
CCCC CCCCCCCCCCCCCCCCCCCCCCC
CCCCCCCCCCCCCCCCC CCCCCCCCCCC
C
CC CCOrB
OrB
OrB
SmF
SmF
SmF
4
7
5
475475
478
471478 4
7
8
50'25'0 50'100'
1"=50'
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C4.14
N/A
1" = 50'
DKD
JCB
JPM
EROSION CONTROL PLAN
PHASE 1 ENLARGEDSEE SHEET C4.4SEE SHEET C4.6
SEE SHEET C4.15LIMITS OF
DISTURBANCE (TYP.)
SILT FENCE (TYP.)
BASIN DRAINAGE
DELINEATION(TYP.)SEE SHEET C4.7SEE SHEET C5.17
DITCH DRAINAGE
DELINEATION(TYP.)
SKIMMER SEDIMENT
BASIN NO. 17
(SEE DETAIL DRAWING
NO. C10.3)
BALLAST LANE
DITCH #2
WATERSAIL WAY
DITCH #20
STRAW WATTLE
(TYP.)
EMERGENCY
SPILLWAY
(TYP.)
30' BUFFER (TYP.)
RIPRAP OUTLET
PROTECTION (TYP.)
SEE DETAILS
POROUS BAFFLE
(TYP.)
SKIMMER (TYP.)
SEE DETAILS
CLEARING LIMITS (TYP.)
(SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
BY DIEHL & PHILLIPS, P.A.)
TEMPORARY
DIVERSION DITCH
(TDD) (TYP.)
SILT FENCE OUTLET
DEVICE W/ J-HOOK
(TYP.)
SILT FENCE OUTLET
DEVICE (TYP.)
SOIL TYPE (TYP.)
SOIL TYPE
DELINEATION (TYP.)
CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC
C
CCCCCCCC CC
CCCCC CC
CCC CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC
CCC CCCCCC CCC
C
CCC
C CCCCCCCCCCCCCCCCCCCC
CCCCCCCCCC
C
CC CC
C
C
CC CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC
C
C
C
CCCCCCCCCCCCCCCC
CCC CC
CCC CC
CC CC CCCCCCCCCCCCCCCCC
CCC
C
C
C C
C CC CCCCCC
C CCCCCCC
C
C
CC
CC CCCCCCCCCCCCCCC CCCCCC CCCC
C
C CCCCCCCCCCCCCCCCCCCCCCCCC CCCCCCCCCCCCCCC CCC CCCCCCCCCCCCCC
C
CC
C
CC CCCCC
CC CC C C
CCCCCCC C
SmD
SmB
OrB
SmF
SmF
SmF
SmF
452
455
455
452
449 448448451444448
45245245245245545045550'25'0 50'100'
1"=50'
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C4.15
N/A
1" = 50'
DKD
JCB
JPM
EROSION CONTROL PHASE 1
ENLARGEDSEE SHEET C4.14SEE SHEET C4.7
SEE SHEET C4.16POROUS BAFFLE
(TYP.)
RIPRAP OUTLET
PROTECTION (TYP.)
SEE DETAILS
SKIMMER (TYP.)
SEE DETAILS
LIMITS OF
DISTURBANCE
(TYP.)
SILT FENCE (TYP.)
SILT FENCE OUTLET
DEVICE (TYP.)
SEE SHEET C4.17
SKIMMER SEDIMENT
BASIN NO. 16
(SEE DETAIL DRAWING
NO. C10.3)
SKIMMER SEDIMENT
BASIN NO. 15
(SEE DETAIL DRAWING
NO. C10.3)
SKIMMER SEDIMENT
BASIN NO. 14
(SEE DETAIL DRAWING
NO. C10.3)
EMERGENCY SPILLWAY
(TYP.)
BALLAST LANE
DITCH #3
SAILMAKER COURT
SOUTH DITCH #3
SAILMAKER COURT
SOUTH DITCH #4
STRAW WATTLE
(TYP.)
BASIN DRAINAGE
DELINEATION(TYP.)
CLEARING LIMITS (TYP.)
(SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
BY DIEHL & PHILLIPS, P.A.)
TEMPORARY
DIVERSION DITCH
(TDD) (TYP.)
DITCH DRAINAGE
DELINEATION(TYP.)
30' BUFFER (TYP.)
SILT FENCE OUTLET
DEVICE W/ J-HOOK
(TYP.)
SOIL TYPE (TYP.)
SOIL TYPE
DELINEATION (TYP.)
C C C C C C C C C C
CCCCCCCCCCCCCCCCCCCC C
CCCCCCCCCCCCCCC C C C C C C C C C C
SmB
SmD
SmF
SmF 4384384414384
4
3438 441
43950'25'0 50'100'
1"=50'
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C4.16
N/A
1" = 50"
DKD
JCB
JPM
EROSION CONTROL PHASE 1
ENLARGEDSEE SHEET C4.15SKIMMER (TYP.)
SEE DETAILS
POROUS BAFFLE
(TYP.)
LIMITS OF
DISTURBANCE (TYP.)
SILT FENCE (TYP.)
RIPRAP OUTLET
PROTECTION (TYP.)
SEE DETAILS
EMERGENCY SPILLWAY
(TYP.)
BASIN DRAINAGE
DELINEATION(TYP.)
SILT FENCE OUTLET
DEVICE (TYP.)
SEE SHEET C4.8
SEE SHEET C4.7
DITCH DRAINAGE
DELINEATION(TYP.)
SKIMMER SEDIMENT
BASIN NO. 13
(SEE DETAIL DRAWING
NO. C10.3)
TOPSAIL POINT
DITCH #4
TOPSAIL POINT
DITCH #6
STRAW WATTLE
(TYP.)
CLEARING LIMITS (TYP.)
(SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
BY DIEHL & PHILLIPS, P.A.)
TEMPORARY
DIVERSION DITCH
(TDD) (TYP.)
SOIL TYPE (TYP.)
SOIL TYPE
DELINEATION (TYP.)
HYCO LAKE
SmF
SmD
455
455 449452
50'25'0 50'100'
1"=50'
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C4.17
N/A
1" = 50'
DKD
JCB
JPM
EROSION CONTROL PHASE 1
ENLARGED
SEE SHEET C4.15
SEE SHEET C4.14
SKIMMER SEDIMENT
BASIN NO. 15
(SEE DETAIL DRAWING
NO. C10.3)
LIMITS OF DISTURBANCE
(TYP.)
30' BUFFER (TYP.)
SILT FENCE OUTLET
DEVICE W/ J-HOOK
(TYP.)
SILT FENCE OUTLET
DEVICE (TYP.)
SILT FENCE (TYP.)
SOIL TYPE (TYP.)
SOIL TYPE
DELINEATION (TYP.)
C CCCCC CC
C
C
CC CEFFLUENT STORAGE POND
8.324 MG EFFECTIVE STORAGE
BOTTOM EL. 501.5
TOP OF BERM EL.

5
1
5
.
5
0
510
516
502
514
512514
515
517
515
501.5
500
499
498.5
512
512514510 512
514
508
TOP OF BERM EL
.

5
1
5
.
5
0
504
506508
512
514
500
490
510
SKIMMER BASIN No. 1
SKIMMER BASIN No. 2
SKIMMER BASIN No. 3
CCC CC
CC CCCC
C CCCCCCCCCCCCCCCCCC CCCC CCCCC CCC
C
C CCCC CCC CC CC CCCCCCCCCCCCC
CCCCC
CCC
CCCCCC
CCCCCC
CC CCCCC
C
C CC
CCCCCCC
CC CCCCC
CCCCCCCCCC
CCCCCCCCCCCCCCCCCCCCCCCCCCCCC
CC CCCC
CCC
CCCCCCC CCCCC
CCCC C C
CC CCCC
C CCCCCC CCCCCCCC CCCC
CCCC C
CCCCCCC C
C
C CC
CC
CCCCCCCCCCCCCCCC CC CC CC CCCCCCCCCCCC CCCCC
CCCCCCCCCCCCCCCCCCCCCC CCCCCCC
CCCCCCCCCC CCCCCCC CCCCCCCCC
C
C CC
CC
C
CCCCCCCCCCCCCCC CCC CCC CCCCCCCCCCC
C
CC
CCCCC C CCCCCCCCCCC
CCC CCCCCCCCCCCCCCCCCC CCCC CCCCCC
CCCC
C CCC
138
WA
T
E
R
S
A
I
L

W
A
Y
60' P
R
I
V
A
T
E

R
/
W
20' P
A
V
E
DTOPMAST COURT45' PRIVATE R/W18' PAVEDWINDSAIL POINT45' PRIVATE R/W18' PAVEDBINNACLE PLACE45' PRIVATE R/W18' PAVEDWATER COLOR POINT45' PRIVATE R/W18' PAVEDANCHOR BELL PLACE45' PRIVATE R/W18' PAVEDANC
H
O
R
WATC
H
TERR
A
C
E
45' P
RI
V
A
T
E
R/
W
18' P
A
V
E
D
STARBOARD POINT
45' PRIVATE R/W
18' PAVEDWATE
R
S
AI
L
W
A
Y
45' P
RI
V
A
T
E
R/
W
18' P
A
V
E
D WINDJAMMERCOURT45' PRIVATE R/W18' PAVEDTOPSAIL

P
O
I
N
T
45' PRIV
A
T
E

R
/
W
18' PAVE
D
38
31
10
11
16
19
36
43 45 SKYSAIL
PO
INT45' PR
IVATE
R
/W18' PAVED
5 6
7
8
9
12
13
14
15
17 18
20
21
22 23
24
25
26
27
28
29 30
32
35
33
34
37
40 39
41
42 44 46 47
48
49
50
51
52
53
54 55
56
57
58 59 60 61 62 63
64 65 66 67 68 69
70
WATERSAIL WAY
60' PRIVATE R/W
20' PAVED SAILMAKER COURT45' PRIVATE R/W18' PAVED74
84
79
93
101
109
110
117
128
71
72
73
75
76
77
78
80818283
87
8586
91
8889
90
92
95
94
99
96
97
98
100
102
103
104
105
106
107
108
111
112
113
114
115
116
118
119
120
121
122
123
124
125
126
127
129
130
131
132
133
134
135
136
137
139
140
141
142
143
144
145
146
147148
149
150
151
152
153
154
155
156
157158
159
160
161
162
2 31 4BALLAST LANE45' PR
IVATE
R/W18' PAVEDBATTENCOURT45' PRIVATE R/W18' PAVEDCA
N
E

C
R
E
E
K
R31.5
0'
1
HYCO LAKE
HYCO LAKE
CANE CREEK
HYCO LAKE
HYCO LAKE
2
3
4
5
6
8
7
CANE CREEK
COS
SmF
SmB
SmB
SmB
SmB
SmB
SmB
SmBSmB
SmB
SmB
SmB
SmB
HaC
OrB
SmD
SmD
SmD
SmD
SmB
OrB
OrB
OrB
OrB
OrB
OrB
OrB
OrB
OrB
OrB
SmF
SmF
SmF
SmF
SmF
SmF
SmF
SmF
SmF
SmF
SmF
SmF
SmF
SmF
SmF
SmF
SmF
SmF
SmF
SmF
SmF
SmF
SmF
SmF
SmF
SmF
SmB
OaC
SmF SmF
CoA
CoA
CoA
OaB
SmF
SmF
SmF
SmB
OaB
SmF
OrB
OrB
SmD
SmF
SmF
CoA
CoA
CoA
SmF
SmF
SmF
SmF
SmF
SmF
SmF
SmF
SmF
SmF
SmF
SmD
SmD
SmF
SmD
OaC
SmD
OaC
OaB
SmF
SmB
SmB
18" RCP
ZION
L
E
V
E
L
C
H
U
R
C
H
R
D
(SR-1
3
1
4)
60' P
U
B
LI
C
R/
W
PER
P
B.
1
5,
P.
G
3
9
7 ROCK PO
INT
DR50' PR
IVATE
ROADPER PB
.
8
,
P
.G
45
-3JEFF RDPRIVATE ROAD30'
ACCESS
ROAD PER
PB
.
9
,
PG.
34-5
CA
N
E

C
R
E
E
K
1CANE CREEK
2
CANE CREEK
SmF
SmF
RaB
SmB
RaB
OaC
OaB
HaC
SmD
RaC
SmF
SmF
CoA
CoA
18" R
C
P
18" RCP
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C5.0
N/A
1" = 300'
DKD
JCB
JPM
OVERALL EROSION CONTROL
PHASE 2
SEE SHEET C5.1
SEE SHEET C5.14
SEE SHEET C5.11
SEE SHEET C5.17
SEE SHEET C5.2
SEE SHEET C5.2
SEE SHEET C5.12
SEE SHEET C5.13
SEE SHEET C5.16
SEE SHEET C5.8
SEE SHEET C5.9
SEE SHEET C5.7
SEE SHEET C5.10
SEE SHEET C5.5
SEE SHEET C5.3
SEE SHEET C5.15
SEE SHEET C5.4
SEE SHEET C5.6
MATCHLINE 'A'
SEE THIS SHEET
FOR CONTINUATION
MATCHLINE - 'A'
SEE THIS SHEET
FOR CONTINUATION
ZION LEVEL CHURCH RD(SR-1314)60' PUBLIC R/WPER PB. 15, P.G 397ROC
K
P
OI
N
T
D
R
50' P
RI
V
A
T
E
R
O
A
D
PER
P
B.
8,
P.
G
4
5-
3
JEFF R
D
PRIVAT
E

R
O
A
D
30' AC
C
E
S
S

R
O
A
D

P
E
R

P
B
.

9
,

P
G
.

3
4
-
5
SmFSmFRaBSmBRaBOaBHaCSmDSmFSmF18"
RCP
51
5
51
2
510
5
0
5
500495490479
4
8
0
4
7
5
4704
6
5
46
2
461
46
0
455450467468
455 460 465
460460 465
455 460
475 480 485
455 460 465 470
470 475 480510515440 445 45018" RCP4
4
8
C5.1
N/A
1" = 50'
DKD
JCB
JPM
EROSION CONTROL PHASE 2
ENLARGED
50'25'0 50'100'
1"=50'
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
LIMITS OF
DISTURBANCE (TYP.)
SILT FENCE (TYP.)
SILT FENCE OUTLET
DEVICE W/ J-HOOK
(TYP.)
SILT FENCE OUTLET
DEVICE (TYP.)SEE SHEET C5.2TEMPORARY CONSTRUCTION
ENTRANCE (SEE DETAILS)
CULVERT DRAINAGE
DELINEATION(TYP.)
DITCH DRAINAGE
DELINEATION(TYP.)
SILT FENCE OUTLET
DEVICE (TYP.)
PIPE #1
(SEE PIPE CHART
DRAWING NO. C10.6)
PIPE #2
(SEE PIPE CHART
DRAWING NO. 10.6)
PIPE #3
(SEE PIPE CHART
DRAWING NO. C10.6)
PIPE #4
(SEE PIPE CHART
DRAWING NO. C10.6)
WATERSAIL WAY
DITCH #4
WATERSAIL WAY
DITCH #5
WATERSAIL WAY
DITCH #2
WATERSAIL WAY
DITCH #3
WATERSAIL WAY
DITCH #1
30' BUFFER (TYP)
SLOPE TO BE GRADED
OUT AT 3:1 IN THIS AREA
(2:1 SLOPES ARE TO BE TYPICAL
UNLESS OTHERWISE NOTED)
C
CCCCCCCCCANE CREEK1
CANE CREEK2 CANE CREEKOaCSmFCoACoAOaBSmFOaBSmFOrBOaC440 445
18" RCP4
4
8
44
6
445
445
450
455440
435430425423
423425430435440445450455460463
463
4
6
2
4
6
1
462461463
463465469470
470
50'25'0 50'100'
1"=50'
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C5.2
N/A
1" = 50'
DKD
JCB
JPM
EROSION CONTROL PHASE 2
ENLARGEDSEE SHEET C5.3SILT FENCE (TYP.)
LIMITS OF
DISTURBANCE (TYP.)
SILT FENCE OUTLET
DEVICE (TYP.)SEE SHEET C5.1DITCH DRAINAGE
DELINEATION(TYP.)
SILT FENCE OUTLET
DEVICE W/ J-HOOK
(TYP.)
PIPES #6 & #6A
(SEE PIPE CHART
DRAWING NO. C10.6)
PIPES #5 & #5A
(SEE PIPE CHART
DRAWING NO. C10.6)
PIPE #5B
(SEE PIPE CHART
DRAWING NO. C10.6)
PIPE #6B
(SEE PIPE CHART
DRAWING NO. C10.6)
PIPE #4
(SEE PIPE CHART
DRAWING NO. C10.6)
STORM STRUCTURE NUMBER
(SEE CHART ON DRAWING NO. 10.6)
WATERSAIL WAY
DITCH #6
WATERSAIL WAY
DITCH #7
WATERSAIL WAY
DITCH #8
INLET PROTECTION
(TYP.)
30' BUFFER (TYP)
2:1 SLOPES ARE TO BE TYPICAL
UNLESS OTHERWISE NOTED
C C C CCCCCCCCCCCCC
C
C C C C C C C C C
CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC C C
CC CC
CCCCCCCCCCCCCC C C C
CCCCC C C
CCCCCC C C C
CCCCC C C C
CCCCCC C C CCCCCC C C C
CC CC CCC CCCC CCC CCCCCC CC
CCC
CC CC C CCCCCCCCCCCCCCC C C C C C C C C CCCCCCCCCC C C C C C C C C C
CCCCCCC CCCCCCCCCC
C C C
CCCC CCCC
CCCCCCCCCCCC
CC CCC CC
CCCCCCCCCCCCCCCCCCCC
CCC CCCCC C
CCCCCCCCCCCCC
3
4
SmBOrBSmFSmFOaB470469
46
9
470
470
475480485490495500505510513
514
515516517517517
51
7
470
475
480
50'25'0 50'100'
1"=50'
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C5.3
N/A
1" = 50'
DKD
JCB
JPM
EROSION CONTROL PHASE 2
ENLARGED
SILT FENCE (TYP.)
LIMITS OF
DISTURBANCE (TYP.)SEE SHEET C5.2SEE SHEET C5.4
CULVERT DRAINAGE
DELINEATION(TYP.)
PIPE #7
(SEE PIPE CHART
DRAWING NO. C10.6)
PIPE #7B
(SEE PIPE CHART
DRAWING NO. C10.6)
HEADWALL
HEADWALL
DITCH DRAINAGE
DELINEATION(TYP.)
SILT FENCE OUTLET
DEVICE W/ J-HOOK
(TYP.)
SILT FENCE OUTLET
DEVICE (TYP.)
WATERSAIL WAY
DITCH #9
WATERSAIL WAY
DITCH #10
WATERSAIL WAY
DITCH #11
PIPE #7A
(SEE PIPE CHART
DRAWING NO. C10.6)
PIPE #8
(SEE PIPE CHART
DRAWING NO. C10.6)
CLEARING LIMITS (TYP.)
(SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
BY DIEHL & PHILLIPS, P.A.)
STRUCTURE NUMBER
(SEE CHART ON DRAWING NO. C10.6)
(TYP)
CCCC C
CC C C
C C
CCC
C CCC
CCCCCCCCCCCCCCCCCCCCCC CC C CCCCCC C
CCC C
CCCCC C
CCCCC C C
CCCCCC CC
CCCCC CC CCCC CCC CC
CCCCCCCC
CCCC CCCCCCCCCCCC CCCCCCCC C C C C
CC C C
CC CCC CCCC C CCCCCCCCCCCC
CCC C C C C C C C C C CCCCCCCCCCC C C C C C C CCCCCCCCC C C C C CCCCCCCCC C CCCCC CCCCCCCC C C C
CC C CCC C CCCCCCCC C C C C C CCCCCCCC C C CCCC CCCCCCCCCC C
CCC
CCC C C C C
CCCCCCCCCC
C C CCCCCCCCCCCC C C C CCCCCCCCC CCCCC C CCCCCC C C
CCCCCCCC CC
C
CCCCCCC CCWATERSAIL WAY
60' PRIVATE R/W
20' PAVED
SmBOrB
SmF
SmF
SmF517517515510508508
509
50
9 510512512510508509505500499
4
9
9
50050
5
499 499504504
499
485
480
48048048548
0
48
524" RCP18"
RCP
50'25'0 50'100'
1"=50'
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C5.4
N/A
1" = 50'
DKD
JCB
JPM
EROSION CONTROL PHASE 2
ENLARGED
SKIMMER (TYP.)
SEE DETAILS
POROUS BAFFLE
(TYP.)
LIMITS OF
DISTURBANCE (TYP.)
SILT FENCE (TYP.)
RIPRAP OUTLET
PROTECTION (TYP.)
SEE DETAILSSEE SHEET C5.3SEE SHEET C5.5
SEE SHEET C5.14SKIMMER SEDIMENT
BASIN NO. 19
(SEE DETAIL DRAWING
NO. C10.3)
CULVERT DRAINAGE
DELINEATION(TYP.)
DITCH DRAINAGE
DELINEATION(TYP.)
PIPE #9
(SEE PIPE CHART
DRAWING NO. C10.6)
BASIN DRAINAGE
DELINEATION(TYP.)
SKIMMER SEDIMENT
BASIN NO. 18
(SEE DETAIL DRAWING
NO. C10.3)
PIPE #9A
(SEE PIPE CHART
DRAWING NO. C10.6)
PIPE OUTLET
PROTECTION
(TYP)
WATERSAIL WAY
DITCH #12
WATERSAIL WAY
DITCH #13
WATERSAIL WAY
DITCH #14
WATERSAIL WAY
DITCH #16
CLEARING LIMITS (TYP.)
(SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
BY DIEHL & PHILLIPS, P.A.)
30' BUFFER (TYP)
SLOPE TO BE GRADED
OUT AT 3:1 IN THIS AREA
(2:1 SLOPES ARE TO BE TYPICAL
UNLESS OTHERWISE NOTED)
CC C
CCEFFLUENT STORAGE POND
8.324 MG EFFECTIVE STORAGE
BOTTOM EL. 501.5
TOP OF BERM

E
L
.

5
1
5
.
5
0
510
516
502
514
512514
515
517
515
501.5
500
499
498.5
512
512510
512
514
508
TOP OF BERM

E
L
.

5
1
5
.
5
0
504
506508
512
514
500490
510
SKIMMER BASIN No. 1
SKIMMER BASIN No. 2
SKIMMER BASIN No. 3
C CCCCCCCCCCCCC CCCC
CCCC CC
CCCCCCCCCCCCCC CCCCC CC
CCCCCC CCCCCCCCCCCCCCCCCCC
C
CCCCCCCCCCCCCCCCCCCCCCCCC C CCCC C CCCCC C CCCCC C CCC CCCCC C C
CCCCCCCCCCC
CCCCCCCCCCC C
CCCCC C CCCCCC C C CCCCC C CCCCC C C
CCCCCCC
C
C
CCC
C CSmBSmB
OrB
SmFSmF
SmF
508509505500499
4
9
9
50050
5
24" RCPDESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C5.5
N/A
1" = 50'
DKD
JCB
JPM
EROSION CONTROL PHASE 2
ENLARGED
SEE SHEET C5.4
WETLAND BOUNDARY
(TYP.)
LIMITS OF
DISTURBANCE (TYP.)
SILT FENCE (TYP.)SEE SHEET C5.1SEE SHEET C4.10
50'25'0 50'100'
1"=50'SEE SHEET C5.3CULVERT DRAINAGE
DELINEATION(TYP.)
DITCH DRAINAGE
DELINEATION(TYP.)
PROP. TREATMENT
LAGOON
PIPE #9A
(SEE PIPE CHART
DRAWING NO. C10.6)
BASIN DRAINAGE
DELINEATION(TYP.)
PROP. PUMP STATION
DRIVE
WATERSAIL WAY
DITCH #15 WATERSAIL WAY
DITCH #16
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
BY DIEHL & PHILLIPS, P.A. FOR
EROSION CONTROL DESIGN OF
WATER TREATMENT FACILITY AND
ASSOCIATED FACILITIES.
CLEARING LIMITS (TYP.)
(SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
BY DIEHL & PHILLIPS, P.A.)
30' BUFFER (TYP)
SLOPE TO BE GRADED
OUT AT 3:1 IN THIS AREA
(2:1 SLOPES ARE TO BE TYPICAL
UNLESS OTHERWISE NOTED)
512512514CC
C
C
C
C
CCCC
CCCC
CCC
CC CCCCCCCCC CC
CCC CC
CCCC CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC
CCC
CCCC
CCCCCCCCCC CCCCCC
CCCC CCCCC
C
C C C C
CCCCCCC C C C C
CCCCCCC C C C
CCCCCCCCCCCCCCCCCCC
CCCCC
CCCCCCCCC
CCCCCC
CCC
C
CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC
C CCC CCCCCCCCCCCCCCCCCCC
CC CC CCCCCCCCCCCCCCCCCCCCCCCCCCCC CCCC
CC CC
C
CCCCCCCCCCCC
C CC
CCCCCC
C
CCCCC
CCC
CCCCCCCCCCCCCC
CCCC
C
C
C
C
WA
T
E
R
S
A
I
L

W
A
YTOPMAST COURT45' PRIVATE R/W18' PAVEDWINDSAIL POINT45' PRIVATE R/W18' PAVEDSmD
OrB
SmF
SmF
SmF
506 505504
5
0
6
50
0
5
0
0
5055
0
1
501508
5
0
9 510513
513
512 51050
5
50
0
49
5
49
0
485
480
475
470
46
9
50350'25'0 50'100'
1"=50'
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C5.6
N/A
1" = 50'
DKD
JCB
JPM
EROSION CONTROL PHASE 2
ENLARGED
SEE SHEET C5.11
LIMITS OF
DISTURBANCE (TYP.)
SILT FENCE (TYP.)
DITCH DRAINAGE
DELINEATION(TYP.)
SILT FENCE OUTLET
DEVICE (TYP.)SEE SHEET C5.5SEE SHEET C5.7SEE SHEET C5.14
CULVERT DRAINAGE
DELINEATION(TYP.)
BASIN DRAINAGE
DELINEATION(TYP.)
TOPMAST COURT
DITCH #1
TOPMAST COURT
DITCH #3
TOPMAST COURT
DITCH #4
TOPMAST COURT
DITCH #2
WINDSAIL POINT
DITCH #2
WINDSAIL POINT
DITCH #3
WINDSAIL POINT
DITCH #4
WINDSAIL POINT
DITCH #1
SILT FENCE OUTLET
DEVICE W/ J-HOOK
(TYP.)
TOPMAST COURT
DITCH #5
WATERSAIL WAY
DITCH #18
CLEARING LIMITS (TYP.)
(SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
BY DIEHL & PHILLIPS, P.A.)
CCCCCCCCCCCCCCCCCCCCCCCCC C C C C
CCCCCC
C
C C C CCCCCCCCCCCCC CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC
C
C
C
C CCCCCC
C
C
C CCCCCC
C
C CCCC
CCCCCC
CCCCCCCCCCCC
CCCCCCCCCCCCCCCCCCCCCCCCCCC
CCC CCC
CCCCCCCCC
CCCCCCCCCCCC
CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC CC CCCCCCCCCCCCCCCCCCCCCCCC CCCCCCCCCC
C
C
C
C CCCCCCCCCCCCCCCC
C CC CCCCCCCCCCCC
CC
CCCCC
CCC CCCCCCCCCCCCCC
CCCCCCCCC
CCCC CCCCCCCCCCCCCCCCCCCCCCCC
CCCCCC CCCC CC
CC
CCC
C
C
C CCCCBINNACLE PLACE45' PRIVATE R/W18' PAVEDWATER COLOR POINT45' PRIVATE R/W18' PAVEDSAILMAKER COURT45' PRIVATE R/WSmD
OrB
OrB
SmF
SmF
SmF
SmF
SmF
503
500
500 501501501
50
7
50
7
5
0
5 505504
503
50350150250050350
3
500
495
490
485
480
47
5
497497497496495
495
500495497503
503
5
0
2500498495490
485
480
475
470
50'25'0 50'100'
1"=50'
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C5.7
N/A
1" = 50'
DKD
JCB
JPM
EROSION CONTROL PHASE 2
ENLARGED
SEE SHEET C5.12
LIMITS OF
DISTURBANCE (TYP.)
SILT FENCE (TYP.)
BASIN DRAINAGE
DELINEATION(TYP.)
SILT FENCE OUTLET
DEVICE (TYP.)
SILT FENCE OUTLET
DEVICE (TYP.)SEE SHEET C5.6SEE SHEET C5.8SEE SHEET C5.15
BINNACLE PLACE DITCH
#1
BINNACLE PLACE DITCH
#2
WATER COLOR POINT
DITCH #2
WATER COLOR POINT
DITCH #1
WATER COLOR POINT
DITCH #3
WATER COLOR POINT
DITCH #4
SAILMAKER COURT SOUTH
DITCH #1
SAILMAKER COURT SOUTH
DITCH #2
SILT FENCE OUTLET
DEVICE W/ J-HOOK
(TYP.)
WATERSAIL WAY
DITCH #23
WATERSAIL WAY
DITCH #25
WATERSAIL WAY
DITCH #24
WATERSAIL WAY
DITCH #26
WATERSAIL WAY
DITCH #27
PIPE #11
(SEE PIPE CHART
DRAWING NO. C10.6)
PIPE #12
(SEE PIPE CHART
DRAWING NO. C10.6)
PIPE #12A
(SEE PIPE CHART
DRAWING NO. C10.6)
CLEARING LIMITS (TYP.)
(SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
BY DIEHL & PHILLIPS, P.A.)
CCC CCC
C
C
C
C
C
CCCCCCCCC
C
C
C
C CCCC
C
C CCCCCCCCCCCCC
CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC CC CCC CC
C
CCC
C
C
C
C
C CCCCCCCC CCC CC CCCC
C
C
CC CC
C
C
C CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC
C
CCC
CCCC CCCCCCCCCCCCCCCCCCCCCCCCCC CC
CCCCCCCCCCCCCCCC
C
C CCCC
C CCCCC
C CCCCC
C CCC
C
CCC
STARBOARD POINT
45' PRIVATE R/W
18' PAVED
WAT
E
R
S
A
I
L

W
A
Y
45' P
R
I
V
A
T
E

R
/
W
18' P
A
V
E
D
43 45
42 44 46
47
48
49
50
51
52
53
54
HYCO LAKE
8
7
OrB
SmF
SmF
4464
4
6
4
4
9
4
4
5
45
0449
45145145645445145
1
45
2
450 4454
4
3
44
3 4454554604654
7
0
474 4764784774
7
9 476479496497497
496 494496497495490485482497498498477
430
435
440
435
440
495
50'25'0 50'100'
1"=50'
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C5.8
N/A
1" = 50'
DKD
JCB
JPM
EROSION CONTROL PHASE 2
ENLARGED
SKIMMER SEDIMENT
BASIN NO. 12A
(SEE DETAILS)
LIMITS OF
DISTURBANCE (TYP.)
SILT FENCE (TYP.)
RIPRAP OUTLET
PROTECTION (TYP.)
SEE DETAILS
SKIMMER (TYP.)
SEE DETAILS
POROUS BAFFLE
(TYP.)
SKIMMER SEDIMENT
BASIN NO. 12
(SEE DETAILS)
RIPRAP OUTLET
PROTECTION (TYP.)
SEE DETAILS
BASIN DRAINAGE
DELINEATION(TYP.)SEE SHEET C5.7SEE SHEET C5.9SEE SHEET C5.13
SEE SHEET C4.16
STARBOARD COURT
DITCH #1
STARBOARD COURT
DITCH #2
SILT FENCE OUTLET
DEVICE W/ J-HOOK
(TYP.)
SILT FENCE OUTLET
DEVICE (TYP.)
STARBOARD COURT
DITCH #3
PIPE #13
(SEE PIPE CHART
DRAWING NO. C10.6)
PIPE #23B
(SEE PIPE CHART
DRAWING NO. C10.6)
WATERSAIL WAY
DITCH #28
PIPE #23
(SEE PIPE CHART
DRAWING NO. C10.6)
PIPE #23A
(SEE PIPE CHART
DRAWING NO. C10.6)
CLEARING LIMITS (TYP.)
(SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
BY DIEHL & PHILLIPS, P.A.)
INLET PROTECTION
(TYP.)
STRUCTURE NUMBER
SEE CHART ON
DRAWING NO. C10.6
(TYP)
WINDJAMMER COURT45' PRIVATE R/W18' PAVED54
55
56
57
58 59 60
61
62
63
64
65 66 67 68
69
70
74
84
79
71
72
737576
77
78
80
8182
83
87
8586
88
89
90
HYCO LAKE
COS
SmF
SmB
SmF
SmF
SmB
SmB
441.5
441.5
445
445
4404774754784704654
6
2
461
462
46
3
46
3 4624604554
5
0
448
448 449449450 450
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C5.9
N/A
1" = 50'
DKD
JPM
JPM
EROSION CONTROL PLAN PHASE 2
ENLARGEDSEE SHEET C4.13SKIMMER SEDIMENT
BASIN NO. 1
(SEE DETAILS)
SKIMMER (TYP.)
SEE DETAILS
POROUS BAFFLE
(TYP.)
LIMITS OF
DISTURBANCE (TYP.)
SILT FENCE (TYP.)
RIPRAP OUTLET
PROTECTION (TYP.)
SEE DETAILS
BASIN DRAINAGE
DELINEATION(TYP.)SEE SHEET C5.8SILT FENCE OUTLET
DEVICE (TYP.)
WATERSAIL WAY
DITCH #32
WATERSAIL WAY
DITCH #33
WATERSAIL WAY
DITCH #34
WATERSAIL WAY
DITCH #35
WATERSAIL WAY
DITCH #36
WATERSAIL WAY
DITCH #37
WATERSAIL WAY
DITCH #38
WATERSAIL WAY
DITCH #39
WATERSAIL WAY
DITCH #40
EMERGENCY
SPILLWAY
(TYP.)
CCCCC
CCCCCCCCCC CCCCCCCCC
C
CCCCCC
CCCCCCCCCC CC CCCCCCCCCCCC
C
C
CCCC
C
C
CCCCCCCCCCCC
C
C
SmB
SmBSmB
CoA
SmF
SmF
SmF
SmF
SmD
483
50'25'0 50'100'
1"=50'
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C5.10
N/A
1" = 50'
DKD
JPM
JPM
EROSION CONTROL PLAN
PHASE 2 ENLARGED
LIMITS OF
DISTURBANCE (TYP.)
BASIN DRAINAGE
DELINEATION(TYP.)SEE SHEET C5.11SEE SHEET C5.5
TOPMAST COURT
DITCH #6
SILT FENCE (TYP.)
CLEARING LIMITS (TYP.)
(SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
BY DIEHL & PHILLIPS, P.A.)
C CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC
C
C
CCCCCCCCCCCCCCCC
C
C CCCCC
C
C CCCCCCC
C
C
C CCCC
C
C C141
142
143
144
147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
HYCO LAKE
SmB
OrB
450
4504
5
0
453.5
4
4
6 435442439442
439436
483 4824804754
7
0
465
460453450457458
459
464457
46
94684674
6
5
460
4
6
0
4
5
9
459
4394
3
9
4
4
4
4
3
7
439
44
4
50'25'0 50'100'
1"=50'
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C5.11
N/A
1" = 50'
DKD
JPM
JPM
EROSION CONTROL PLAN
PHASE 2 ENLARGED SEE SHEET C5.12SKIMMER SEDIMENT
BASIN NO. 10
(SEE DETAILS)
SKIMMER (TYP.)
SEE DETAILS
POROUS BAFFLE
(TYP.)
LIMITS OF
DISTURBANCE (TYP.)
SILT FENCE (TYP.)
RIPRAP OUTLET
PROTECTION (TYP.)
SEE DETAILS
SKIMMER SEDIMENT
BASIN NO. 9
(SEE DETAILS)
SKIMMER (TYP.)
SEE DETAILS
POROUS BAFFLE
(TYP.)
LIMITS OF
DISTURBANCE (TYP.)
SILT FENCE (TYP.)
RIPRAP OUTLET
PROTECTION (TYP.)
SEE DETAILS
SKIMMER SEDIMENT
BASIN NO. 11
(SEE DETAILS)
SKIMMER (TYP.)
SEE DETAILS
POROUS BAFFLE
(TYP.)
LIMITS OF
DISTURBANCE (TYP.)
SILT FENCE (TYP.)
RIPRAP OUTLET
PROTECTION (TYP.)
SEE DETAILS
BASIN DRAINAGE
DELINEATION(TYP.)
SEE SHEET C5.6SEE SHEET C5.10SEE SHEET C5.7
TOPMAST COURT
DITCH #9
TOPMAST COURT
DITCH #8
TOPMAST COURT
DITCH #7
TOPMAST COURT
DITCH #6
WINDSAIL POINT
DITCH #6
WINDSAIL POINT
DITCH #7
WINDSAIL POINT
DITCH #5
BINNACLE PLACE
DITCH #3
SILT FENCE OUTLET
DEVICE (TYP.)
PIPE #16
(SEE PIPE CHART
DRAWING NO. C10.6)
EMERGENCY
SPILLWAY
CLEARING LIMITS (TYP.)
(SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
BY DIEHL & PHILLIPS, P.A.)
SLOPE TO BE GRADED
OUT AT 3:1 IN THIS AREA
(2:1 SLOPES ARE TO BE TYPICAL
UNLESS OTHERWISE NOTED)
CCCCCCCCCCCCCCCCCCCCCCCCCCC
C
CCCCC CCCCCCCCCCCCCCCCCCCCC CC CCCCCCCCCCC CCC
CCCCCCCCCCCC CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC138
117
128
116
118
119
120
121
122
123
124
125
126
127
129
130
131
132
133
134
135
136
137
139
140141
142
143
144
145
SmB
SmB
SmB
SmF
SmF439439442442439442435436 4
3
1
.
5
431.5
435
435
42
9 439439442442
437436442
456
455
452456455450450445
47
5
4
7
0
465
460
455
450
445
442
440
43
8
440
465
460
468
455453452451450
449
449448448
446
50'25'0 50'100'
1"=50'
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C5.12
N/A
1" = 50'
DKD
JCB
JPM
EROSION CONTROL PHASE 2
ENLARGED SEE SHEET C5.13SKIMMER SEDIMENT
BASIN NO. 8
(SEE DETAILS)
SKIMMER (TYP.)
SEE DETAILS
POROUS BAFFLE
(TYP.)
SILT FENCE (TYP.)
RIPRAP OUTLET
PROTECTION (TYP.)
SEE DETAILS
SKIMMER SEDIMENT
BASIN NO. 9
(SEE DETAILS)
EMERGENCY SPILLWAY
SKIMMER SEDIMENT
BASIN NO. 6
(SEE DETAILS)
LIMITS OF
DISTURBANCE (TYP.)
SEE SHEET C5.7SEE SHEET C5.11SEE SHEET C5.7
WATER COLOR POINT
DITCH #5
WATER COLOR POINT
DITCH #6
ANCHOR BELL PLACE
DITCH #7
ANCHOR BELL PLACE
DITCH #6
ANCHOR BELL PLACE
DITCH #5
ANCHOR BELL PLACE
DITCH #3
CLEARING LIMITS (TYP.)
(SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
BY DIEHL & PHILLIPS, P.A.)
CCCCCCC
CCCCCCCCCCCC
CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC CCC CC CC
C
C CCCCCC
C
C CCCCCCC
C CCC
C CCCC
CCC
CC
CCCC CCCCC
C CCCCANCHOR BELL PLACE45' PRIVATE R/W18' PAVEDWAT
E
R
S
A
I
L

W
A
Y WINDJAMMER COURT45' PRIVATE R/W18' PAVEDSKYSAIL
PO
INT45' PR
IVATE
R
/W18' PAVED
93
101
109
110
91
89
90
92
95
94
99
96
97
98
100
102
103
104
105
106
107
108
111
112
113
114
115
116
BATTEN COURT45' PR
IVATE
R
/W18' PAVED
COS
SmB
HaC
SmD
SmF
SmF
SmF
SmF
SmB432432435.54284
3
5
.
5 4364364394334
3
6
4
3
9
4
3
5 441423423
426419
4264204
2
0
423418423420452475476478
478
478
47
7
475
470
465
460
455
450
445
440
435
4
3
0
430427 427426
432
476477475
475
477475470465460
455
45
0448445442442440440439
476
475
476
4
7
7
4
7
8
479
47
8
480
475
470
465
460455450445442442441440
481
495
490
485
480
475
470
465
455
460
451
450
44
0
44
5
45
0451
4
3
8
4
3
8
4
9
7
4
3
5441
4384
4
1
44150'25'0 50'100'
1"=50'
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C5.13
N/A
1" = 50'
DKD
JCB
JPM
EROSION CONTROL PHASE 2
ENLARGED
SKIMMER SEDIMENT
BASIN NO. 2
(SEE DETAILS)
LIMITS OF
DISTURBANCE (TYP.)
EMERGENCY SPILLWAY
SKIMMER SEDIMENT
BASIN NO. 4
(SEE DETAILS)
SKIMMER SEDIMENT
BASIN NO. 3
(SEE DETAILS)
POROUS BAFFLE
(TYP.)
RIPRAP OUTLET
PROTECTION (TYP.)
SEE DETAILS
SKIMMER (TYP.)
SEE DETAILS
EMERGENCY SPILLWAY
(TYP.)
SILT FENCE (TYP.)
SKIMMER SEDIMENT
BASIN NO. 2A
(SEE DETAILS)
BASIN DRAINAGE
DELINEATION(TYP.)
SILT FENCE OUTLET
DEVICE (TYP.)SEE SHEET C5.9SEE SHEET C5.9SEE SHEET C5.12SEE SHEET C5.8
SKIMMER SEDIMENT
BASIN NO. 5
(SEE DETAILS)
EMERGENCY
SPILLWAY
STABILIZE SLOPES
WITH SYNTHETIC MAT
IMMEDIATELY AFTER
GRADING IS COMPLETE
ANCHOR BELL PLACE
DITCH #1
ANCHOR BELL PLACE
DITCH #2
ANCHOR BELL PLACE
DITCH #4
BATTEN COURT
DITCH #1
BATTEN COURT
DITCH #2
BATTEN COURT
DITCH #3
SKYSAIL COURT
DITCH #1
SKYSAIL COURT
DITCH #2
SKYSAIL COURT
DITCH #3
WINDJAMMER COURT
DITCH #1
WINDJAMMER COURT
DITCH #2
WINDJAMMER COURT
DITCH #4
WINDJAMMER COURT
DITCH #3
PIPE #15
(SEE PIPE CHART
DRAWING NO. C10.6)
WATERSAIL WAY
DITCH #29
WATERSAIL WAY
DITCH #30
WATERSAIL WAY
DITCH #31
CLEARING LIMITS (TYP.)
(SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
BY DIEHL & PHILLIPS, P.A.)
PERMANENT SWALE (TYP.)
PERMANENT SWALE
(TYP.)
SLOPE TO BE GRADED
OUT AT 3:1 IN THIS AREA
(2:1 SLOPES ARE TO BE TYPICAL
UNLESS OTHERWISE NOTED)
C CCCCC
CCCCCCCCCCCCCCC CCCCCCCCCCC CCC
CCCCCCCCCCC CCC CCCC CCCCCCCCCCC
CCC CCC
C
CCC CC CCCCCCCC
CCCCCCCCCCCCC
C CCCCCC
CCCC CCCCCCCCCCCCCCCCCCCCCCC
CCCCCCCCCCCCCCCCC CCCCCCCCCC
C CWA
T
E
R
S
A
I
L

W
A
Y
60'
P
R
I
V
A
T
E

R
/
W
20'
P
A
V
E
D
OrB
OrB
SmF
SmF
SmF
5
0
8
509
5
0
9
508
508
507
50
7
506 5055
0
2
502501501
503
50
2
500
495
490
485
4824834844
8
0
4814814
8
2
482480
475
470
4754754
7
5
478
478
471
50'25'0 50'100'
1"=50'
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C5.14
N/A
1" = 50'
DKD
JCB
JPM
EROSION CONTROL PHASE 2
ENLARGEDSEE SHEET C5.4SEE SHEET C5.6
SEE SHEET C4.15LIMITS OF
DISTURBANCE (TYP.)
SILT FENCE (TYP.)
BASIN DRAINAGE
DELINEATION(TYP.)
SEE SHEET C5.17
EXISTING
PROPERTY
BOUNDARY (TYP.)
BALLAST LANE
DITCH #2
BALLAST LANE
DITCH #1
SILT FENCE OUTLET
DEVICE (TYP.)
PIPE #17
(SEE PIPE CHART
DRAWING NO. C10.6)
PIPE #10
(SEE PIPE CHART
DRAWING NO. C10.6)
WATERSAIL WAY
DITCH #20
CLEARING LIMITS (TYP.)
(SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
BY DIEHL & PHILLIPS, P.A.)SEE SHEET C5.7SKIMMER SEDIMENT
BASIN NO. 3
(SEE DETAILS)
POROUS BAFFLE
(TYP.)
RIPRAP OUTLET
PROTECTION (TYP.)
SEE DETAILS
SKIMMER (TYP.)
SEE DETAILS
EMERGENCY SPILLWAY
(TYP.)
CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC
C
CCCCCCCC CC
CCCCC CC
CCC CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC
CCC CCCCCC CCC
C
CCC
C CCCCCCCCCCCCCCCCCCC
CCCCCCCCCC
C
CC CC
C
C
CC CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC
C
C
C C CC
CCCCCCCCCCCCCCCC
CCC CC
CCC CC
CC CC CCCCCCCCCCCCCCCCC
CCC
C
C
C C
C CC CCCCCC
C CCCCCCC
C
C
CC
CC CCCCCCCCCCCCCCC CCCCCC CCCC
C
C CCCCCCCCCCCCCCCCCCCCCCCCCC CCCCCCCCCCCCCCC CCC CCCCCCCCCCCCCC
C
CC
C
CC CCCCC
CC CC C C
CCCCCCC C
ANC
H
O
R
W
A
T
C
H
T
E
R
R
A
C
E
45' P
RI
V
A
T
E
R/
W
18' P
A
V
E
D
TOPSAIL

P
O
I
N
T
45' PRIV
A
T
E

R
/
W
18' PAVE
D
10
11
16
19
7
8
9
12
13
14
15
17
18
20
21
22
23
24
25
26SAILMAKER COURT45' PRIVATE R/W18' PAVEDBALLAST LANE45' PR
IVATE
R/W18'
PAVED
SmD
SmB
OrB
SmF
SmF
SmF
SmF
4
5
5
458
4
5
8
460
465
470
4
7
3
4
7
4 475476477
477
4764754734
7
3
472
472
4
7
5
4
7
7
475473
480
48
5
490495
4
6
0
46
1
4
6
2
4
6
2
46
3
463462461
461
462
464
464
464464
4
6
0
4
5
5
463463455460462457465470
475
480
4
8
2
4
8
2
481
452
452
455
449 44844845144444845045347
8
452
45245544946250'25'0 50'100'
1"=50'
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C5.15
N/A
1" = 50'
DKD
JCB
JPM
EROSION CONTROL PHASE 2
ENLARGEDSEE SHEET C5.14SEE SHEET C5.7
SEE SHEET C5.16SKIMMER SEDIMENT
BASIN NO. 15
(SEE DETAILS)
LIMITS OF
DISTURBANCE (TYP.)
BASIN DRAINAGE
DELINEATION(TYP.)
SILT FENCE (TYP.)
SKIMMER SEDIMENT
BASIN NO. 14
(SEE DETAILS)
POROUS BAFFLE
(TYP.)
RIPRAP OUTLET
PROTECTION (TYP.)
SEE DETAILS
SKIMMER (TYP.)
SEE DETAILS
SKIMMER SEDIMENT
BASIN NO. 16
(SEE DETAILS)
SILT FENCE OUTLET
DEVICE (TYP.)
SEE SHEET C5.17
BALLAST LANE
DITCH #3
BALLAST LANE
DITCH #4
ANCHOR WATCH
TERRACE DITCH #4
ANCHOR WATCH
TERRACE DITCH #3
ANCHOR WATCH
TERRACE DITCH #6
ANCHOR WATCH
TERRACE DITCH #7
ANCHOR WATCH
TERRACE DITCH #5ANCHOR WATCH
TERRACE DITCH #1
ANCHOR WATCH
TERRACE DITCH #2
SAILMAKER COURT
SOUTH DITCH #3
SAILMAKER COURT
SOUTH DITCH #4
SAILMAKER COURT
SOUTH DITCH #5
TOPSAIL POINT
DITCH #1
TOPSAIL POINT
DITCH #2
TOPSAIL POINT
DITCH #3
SILT FENCE OUTLET
DEVICE W/ J-HOOK
(TYP.)
PIPE #18
(SEE PIPE CHART
DRAWING NO. C10.6)
PIPE #20
(SEE PIPE CHART
DRAWING NO. C10.6)
PIPE #21
(SEE PIPE CHART
DRAWING NO. C10.6)
PIPE #22
(SEE PIPE CHART
DRAWING NO. C10.6)
CLEARING LIMITS (TYP.)
(SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
BY DIEHL & PHILLIPS, P.A.)
PERMANENT SWALE (TYP.)
SLOPE TO BE GRADED
OUT AT 3:1 IN THIS AREA
(2:1 SLOPES ARE TO BE TYPICAL
UNLESS OTHERWISE NOTED)
SLOPE TO BE GRADED
OUT AT 3:1 IN THIS AREA
(2:1 SLOPES ARE TO BE TYPICAL
UNLESS OTHERWISE NOTED)
C C C C C C C C C C C
CCCCCCCCCCCCCCCCCCCC C
CCCCCCCCCCCCCCCCC C C C C C C C C C C
TOPSAIL

P
O
I
N
T
45' PRIV
A
T
E

R
/
W
18' PAVE
D
38
31
36
25
26
27
28
29
30
32
35
33
34
37
40
3941
SmB
SmD
SmF
SmF
4
7
3
4
7
5
4
7
7 438438441441
43
84384
4
5
45044644844
8
449455460462
463
46446647047547847
8
50'25'0 50'100'
1"=50'
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C5.16
N/A
1" = 50'
DKD
JCB
JPM
EROSION CONTROL PHASE 2
ENLARGEDSEE SHEET C5.15SKIMMER SEDIMENT
BASIN NO. 13
(SEE DETAILS)
SKIMMER (TYP.)
SEE DETAILS
POROUS BAFFLE
(TYP.)
LIMITS OF
DISTURBANCE (TYP.)
SILT FENCE (TYP.)
RIPRAP OUTLET
PROTECTION (TYP.)
SEE DETAILS
EMERGENCY SPILLWAY
(TYP.)
BASIN DRAINAGE
DELINEATION(TYP.)
SILT FENCE OUTLET
DEVICE (TYP.)
SEE SHEET C5.8SEE SHEET C5.7
TOPSAIL POINT
DITCH #3
TOPSAIL POINT
DITCH #4
TOPSAIL POINT
DITCH #5
TOPSAIL POINT
DITCH #6
TOPSAIL POINT
DITCH #7
TOPSAIL POINT
DITCH #2
CLEARING LIMITS (TYP.)
(SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
BY DIEHL & PHILLIPS, P.A.)
PERMANENT SWALE
(TYP.)
10
11
5 6
7
8
9
12
2 3
1
4
R31.
5
0'
HYCO LAKE
5
6
SmF
SmD
464
464
464464
4
6
0
4
5
5
455
449
4
5
1 450450445453444444
4
4
5
4
5
0
430
430
435
435
440
440
44844844645250'25'0 50'100'
1"=50'
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C5.17
N/A
1" = 50'
DKD
JCB
JPM
EROSION CONTROL PHASE 2
ENLARGED
SEE SHEET C5.15
LIMITS OF
DISTURBANCE (TYP.)
SEE SHEET C5.14
ANCHOR WATCH
TERRACE DITCH #2
ANCHOR WATCH
TERRACE DITCH #1
ANCHOR WATCH
TERRACE DITCH #3
ANCHOR WATCH
TERRACE DITCH #5
SILT FENCE (TYP.)
SILT FENCE OUTLET
DEVICE W/ J-HOOK
(TYP.)
SILT FENCE OUTLET
DEVICE (TYP.)
PIPE #19
(SEE PIPE CHART
DRAWING NO. C10.6)
PIPE #19A
(SEE PIPE CHART
DRAWING NO. C10.6)
PIPE #19B
(SEE PIPE CHART
DRAWING NO. C10.6)
DITCH DRAINAGE
DELINEATION(TYP.)
INLET PROTECTION
(TYP.)
CULVERT DRAINAGE
DELINEATION (TYP.)
PERMANENT SWALE (TYP.)
BP0+00.00PC2+01.03PT2+53.760+00
1+00
2+00
3+00 4+00 5+00 6+00 7+00 8+00
ROCK POINT DR50' PRIVATE ROADPER PB. 8, P.G 45-318" RCP18
"
RCP
N21°29'26"W
681.92'
R: 300.00
CH LEN: 52.66
CH: N26° 31' 33"W 475477515516510505500495490485480479515.91509.45508.23510.14510.72509.75506.11501.73497.28492.88488.11482.28472.98472.20478.28483.70480.95WATERSAIL WAY
60' PRIVATE R/W
18" RCP
18" RCP
050'50'100'
SCALE: 1"=50' (Horiz.)
050'50'
5'5'10'
1"=50' (HORIZ.)
1"=5' (VERT.)
100'
0
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C7.0
1" = 5'
1" = 50'
DKD
PMN
JPM
WATERSAIL WAY PLAN & PROFILE
STA 0+00 - STA 8+00
PROP. GRADE MATCHLINE - SEE SHEET C7.4FOR CONTINUATIONZION LEVEL CHURCHROAD - SR 131460' R/WENTRANCE ROAD DESIGN
SEE DETAIL DRAWING NO. C10.4
60.00'R/W20.00'EPR
3
0
.
0
0
'
T
Y
P
PIPE #1
(SEE PIPE CHART
DRAWING NO. C10.6)
PIPE #2
(SEE PIPE CHART
DRAWING NO. C10.6)
WATERSAIL WAY
DITCH #1
WATERSAIL WAY
DITCH #2
WATERSAIL WAY
DITCH #3
NOTES:
FOR SPRAY FIELD DESIGN SEE
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
BEGIN GUARDRAIL
STA 5+31.32
SLOPE TO BE GRADED
OUT AT 3:1 IN THIS AREA
(2:1 SLOPES ARE TO BE TYPICAL
UNLESS OTHERWISE NOTED)
PC9+35.68PT10+18.27PC18+32.738+00
9+00
10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
19+0018" RCP18" RCPN12°01'33"W
814.46'
R: 500.00
CH LEN: 82.50
CH: N16° 45' 30"W
461
470475477449461
4
6
0
455450446 445462465455456
WATERSAIL WAY
60' PRIVATE R/W
480.95470.14460.33456.86458.33456.39456.42455.96459.48462.54459.59461.22458.88454.21447.44439.85446.92448.62445.98442.03438.50434.8318" RCP
18" RCP
050'50'100'
SCALE: 1"=50' (Horiz.)
050'50'
5'5'10'
1"=50' (HORIZ.)
1"=5' (VERT.)
100'
0
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C7.1
1" = 5'
1" = 50'
DKD
JPM
JPM
WATERSAIL WAY PLAN & PROFILE
STA 8+00 - STA 18+50
PROP. GRADE MATCHLINE - SEE SHEET C7.2FOR CONTINUATIONMATCHLINE - SEE SHEET C7.0FOR CONTINUATION60.00'R/WPROP. GUARDRAIL
PIPE #3
(SEE PIPE CHART
DRAWING NO. C10.6)
PIPE #4
(SEE PIPE CHART
DRAWING NO. C10.6)
WATERSAIL WAY
DITCH #5
WATERSAIL WAY
DITCH #4
WATERSAIL WAY
DITCH #6
NOTES:
FOR SPRAY FIELD DESIGN SEE
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
PC18+32.73PT21+43.35PC23+37.31PT25+61.7518+00
19+00
20+00
21+00
22+
0
0
23+
0
0
24+00
25+00
26+00CANE CREEK1
2
R: 500.00
CH LEN: 222.56
CH: N10° 42' 33"E
N23
°
3
4
'
0
6
"
E
193.
9
6
'
R: 500.00
CH LEN: 305.65
CH: N5° 46' 17"E430 425430435440445425423423
455450460434.83430.26427.78424.52418.25409.90416.06417.23419.37427.72434.55440.30446.17450.79455.68461.00WATERSAIL WAY
60' PRIVATE R/W
(2) 102" CMP
(BURIED 1')
(2) 90" CMP
(BURIED 1')
18" RCP18" RCP
050'50'100'
SCALE: 1"=50' (Horiz.)
050'50'
5'5'10'
1"=50' (HORIZ.)
1"=5' (VERT.)
100'
0
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C7.2
1" = 5'
1" = 50'
DKD
JPM
JPM
WATERSAIL WAY PLAN & PROFILE
STA 18+50 - STA 26+00
PROP. GRADE MATCHLINE - SEE SHEET C7.3FOR CONTINUATIONMATCHLINE - SEE SHEET C7.1FOR CONTINUATION20' EP
6' SHOULDER WITH
3' SHOULDER BEHIND GUARDRAIL
AT CULVERT CROSSINGS
PROP. GUARDRAIL
END GUARDRAIL
STA 23+86.69
END GUARDRAIL
STA 23+80.82
BEGIN GUARDRAIL
STA 20+00.50
BEGIN CENTER MEDIAN
AND 14' EP BOTH LANES
STA 26+20.24
BEGIN LAND TRANSITION
STA 25+17.88
BEGIN LAND TRANSITION
STA 25+50.72
14.00'14.00'PIPE #5B
(SEE PIPE CHART
DRAWING NO. C10.6)
PIPE #5A
(SEE PIPE CHART
DRAWING NO. C10.6)
PIPE #5
(SEE PIPE CHART
DRAWING NO. C10.6)
PIPE #6A
(SEE PIPE CHART
DRAWING NO. C10.6)
PIPE #6
(SEE PIPE CHART
DRAWING NO. C10.6)
PIPE # 6B
(SEE PIPE CHART
DRAWING NO. C10.6)
STRUCTURE NUMBER
(SEE CHART ON DRAWING NO. C10.6)
(TYP)
WATERSAIL WAY
DITCH #7
NOTES:
FOR SPRAY FIELD DESIGN SEE
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
PT25+61.75PC38+32.0125+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00
40
+
0
0
4
1
+
0
0
42+003
4
R: 3
0
0
.
0
0
CH
L
E
N
:

4
4
7
.
6
8
CH:

N
4
5
°

4
5
'

0
1
"
E
N2°30'20"W
1270.27'
R
:

3
0
0
.
0
0
C
H

L
E
N
:

4
4
7
.
6
8
C
H
:

N
4
5
°

4
5
'

0
1
"
E36" RCP1
8
"
RC
P
36" RCP46
9469470 47547
0 480485470
475
480
4654574
6
9 490495500505515514463455 463 5105
1
5
517
5
1
6
461.00464.95466.42465.64463.17460.88459.42461.07464.20467.90470.76474.49475.63472.20463.91458.72467.57474.67481.29486.62490.86WATERSAIL WAY
60' PRIVATE R/W
36" RCP
(BURIED 1')
18" RCP
490.86494.47497.81500.69504.08507.49510.56513.10515.23516.34516.99516.86WATERSAIL WAY
60' PRIVATE R/W
050'50'100'
SCALE: 1"=50' (Horiz.)
050'50'
5'5'10'
1"=50' (HORIZ.)
1"=5' (VERT.)
100'
0
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C7.3
1" = 5'
1" = 50'
DKD
JPM
JPM
WATERSAIL WAY PLAN & PROFILE
STA 26+00 - STA 41+50
MATC
H
LI
N
E -
S
E
E
S
H
E
E
T
C7.4
FOR
C
O
N
TI
N
U
A
TI
O
N
PROP. GRADE
PROP. GRADEMATCHLINE - SEE SHEET C7.2FOR CONTINUATIONPIPE # 7PIPE # 7B
(SEE CHART ON DRAWING NO.
C10.6
(TYP)
20' EP
6' SHOULDER WITH
3' SHOULDER BEHIND GUARDRAIL
AT CULVERT CROSSING
(TYP)
20' EP
6' SHOULDER
(TYP)
PROP. HEADWALL
PROP. HEADWALL
BEGIN LANE TRANSITION
STA 25+17.88
END 20' EP
BEGIN LANE TRANSITION
STA 25+50.72
END LANE TRANSITION
STA 27+15.90
BEGIN 53' EPR490.00'R300.00'14.00'14.00'R12.50'TYPR2.50'TYPC/L R2.5
STA 26.+22.74
OFFSET: RH 1.15'
C/L R12.5
STA 27+17.47
OFFSET: 0.00
C/L R12.5
STA 27+72.47
OFFSET: 0.00
C/L R12.5
STA 28+12.47
OFFSET: 0.00
C/L R12.5
STA 28+67.47
OFFSET: 0.00
C/L R2.5
STA 29+52.47
OFFSET: 0.00
BEGIN LANE TRANSITION
STA 28+69.0353.00'END LANE TRANSITION
STA 30+08.14
BEGIN 20' EP14.00'14.00'14.00'14.00'20.00'EP60.00'R/WBEGIN GUARDRAIL
STA 32+72.70
END GUARDRAIL
STA 33+93.61
BEGIN 20' EP
BEGIN GUARDRAIL
STA 32+84.62
END GUARDRAIL
STA 34+51.92
BEGIN 20' EP
NOTES:
FOR GATE HOUSE DESIGN
SEE DETAIL DRAWING NO. C10.4
FOR SPRAY FIELD DESIGN SEE
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
APPROX. AREA OF
SPRAY FIELD
PIPE # 7A
STRUCTURE NUMBER
(SEE CHART ON DRAWING NO. C10.6)
(TYP)
WATERSAIL WAY
DITCH #9A
WATERSAIL WAY
DITCH #9
WATERSAIL WAY
DITCH #11
WATERSAIL WAY
DITCH #10
WATERSAIL WAY
DITCH #8
GATE HOUSE ENTRANCE AREA
SEE DETAIL DRAWING NO. C10.4
1' - 6" CURB & GUTTER (TYP)
PER NCDOT STA DETAIL 846.01
FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMPT43+37.35PC50+29.59PT 54+63.0
6
WATERSAIL WAY
60' PRIVATE R/W
20' PAVED41+0042+00
43+00 44+00
45+00
46+00
47+00
48+00
49+00
50+00 51+00
52+0
0 53+0054+0055+0056+00R: 300.00CH LEN: 447.68CH: N45° 45' 01"ES85°59'37"E
692.24'
R: 300.
00
CH L
E
N:
39
6.73
CH:
N52°
36' 48"
E N11°13'14"E181.78'1
8
"
RCP18"
RCP
515
514
516
5
1
7
517515515510 508508509
510 511512502503
507
507
514
512
510
513
517
516516.86515.35513.45511.37512.04511.91514.14516.67517.95517.75516.76515.52514.42512.85512.59513.60512.30509.60508.23505.52504.06503.19504.13506.07507.77508.80509.77510.36510.95512.05WATERSAIL WAY
60' PRIVATE R/W
18" RCP
18" RCP
C/L ROUNDABOUT NO. 1STA 45+50.00ROUNDABOUT NO. 1
PROP. GRADE
050'50'100'
SCALE: 1"=50' (Horiz.)
050'50'
5'5'10'
1"=50' (HORIZ.)
1"=5' (VERT.)
100'
0
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C7.4
1" = 5'
1" = 50'
DKD
JPM
JPM
WATERSAIL WAY PLAN & PROFILE
STA 41+50 - STA 56+00
PROP. GRADEMATCHLINE

-
SEE
SHEET
C7.3FOR CONT
INUAT
ION
MATCHLINE - SEE SHEET C7.5FOR CONTINUATION
C/L ROUNDABOUT NO. 1
STA 45+50.00
SEE DETAIL DRAWING NO. C10.5
BEGIN LANE TRANSITION FOR
ROUNDABOUT NO. 1
STA 42+87
END LANE TRANSITION FOR
ROUNDABOUT NO. 1
STA 47+10.37
NOTES:
ROUNDABOUT NO. 1 DESIGN
SEE DETAIL DRAWING NO. C10.5
FOR SPRAY FIELD & FORCEMAIN DESIGN
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
APPROX. AREA OF
SPRAY FIELD
(TYP)
PIPE # 8
(SEE CHART ON DRAWING NO.
C10.6
(TYP)
PIPE # 9
WATERSAIL WAY
DITCH #12
WATERSAIL WAY
DITCH #13
WATERSAIL WAY
DITCH #14
PROP.
FORCEMAIN
FM FM FM FM FM FM FM FM FM FM FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM FM
FMFM
FMFMFMFMFMFMP2
P1
NPPT60+78.11PC64+57.63PT65+53.69PC68+65.22PT70+50.4860+00
61+00 62+00 63+00 64+00 65+00
66+00
67+00
68+00
69+00
70+00
S86°01'50"E
379.52'
R: 300.0
0
CH LEN:

9
5
.
6
5
CH: N84
°

4
7
'

4
6
"
E
N75°37'
2
3
"
E
311.53'
R: 300.00
CH LEN: 182.32
CH: S86° 41' 12"E
WATERSAIL WAY
STA. 67+96.42
TOPMAST POINT
STA. 0+00.00
24" RCP505500499
499 50050
5
505
506 506505504500
5
0
0
499501507
512.05512.33510.92509.64508.98507.47507.78508.14507.49506.23504.98503.78502.05499.32494.02493.82496.98500.25502.87505.24506.20506.98507.31506.55504.94503.79501.11500.03499.64WATERSAIL WAY
60' PRIVATE R/W
24" RCP
INT TOPMAST POINTSTA 67+96.42TREATMENT POND DRIVEWAYSTA 59+84.98FMFMFMFMFMFMFMFMFMFMFMFMFMFMPC56+44.8456+00
57+0
0
5
8
+
0
0
59+0060+00N11°13'14"E
R:

3
0
0
.
0
0
C
H

L
E
N
:

3
9
6
.
5
9
C
H
:

N
5
2
°

3
5
'

4
2
"
E
512
512
5
1
0
50
8
050'50'100'
SCALE: 1"=50' (Horiz.)
050'50'
5'5'10'
1"=50' (HORIZ.)
1"=5' (VERT.)
100'
0
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C7.5
1" = 5'
1" = 50'
DKD
JPM
JPM
WATERSAIL WAY PLAN & PROFILE
STA 56+00 - STA 70+00
PROP. GRADE
MATCHL
I
N
E

-

S
T
A

6
0
+
0
0
SEE RIG
H
T
FOR CO
N
T
I
N
U
A
T
I
O
NMATCHLINE - SEE SHEET C7.4FOR CONTINUATIONMATCHLINE - STA 60+00SEE LEFTFOR CONTINUATIONMATCHLINE - SEE SHEET C7.0FOR CONTINUATIONMATCH
L
I
N
E

-

S
E
E

S
H
E
E
T

C7.11
FOR C
O
N
T
I
N
U
A
T
I
O
NTOPMAST POINT18' EOP45' R/WAPPROX. AREA OF
SPRAY FIELD
(TYP)
PROP. TREATMENT POND
ACCESS DRIVEWAY
PIPE # 9A
(SEE CHART ON DRAWING NO.
C10.6
(TYP)
APPROX. AREA OF
TREATMENT POND
(TYP)
PROP. SECURITY FENCE
TREATMENT UNITS AND
EFFLUENT STORAGE POND
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
WATERSAIL WAY
DITCH #15
WATERSAIL WAY
DITCH #16
WATERSAIL WAY
DITCH #17
TOPMAST COURT
DITCH #2
TOPMAST COURT
DITCH #1
PROP.
FORCEMAIN
PROP.
FORCEMAIN
NOTES:
FOR SPRAY FIELD & FORCEMAIN DESIGN
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
FMFMFMFMFMFM FM
FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FMPT70+50.48PC76+61.79PT78+33.60PC81+28.64PT81+85.05PC85+56.81
WA
T
E
R
S
A
I
L

W
A
Y
60'
P
R
I
V
A
T
E

R
/
W
20'
P
A
V
E
D
69+00 70+00
71+
0
0
72+
0
0
73+
0
0
74+
0
0
75+
0
0
76+
0
0
77+00
78+00
79+00
80+00
81+00
82+00
83+00
84+00
85+00
PC 1+00.91
WATERSAIL WAY
STA. 73+90.96
WINDSAIL POINT
STA. 0+00.00
WATERSAIL WAY
STA. 81+35.47
BALLAST LANE
STA. 0+00.00
R: 300.
0
0
CH LEN
:

4
8
.
3
5
CH: N7
2
°

0
2'

1
8
"
E
N67°2
4'
5
8
"
E
371.7
6'
R: 300.00
CH LEN: 182.3
2
CH: S86° 41' 1
2
"
E
S68
°
5
9
'
4
6
"
E
611.
3
1
'
R: 300.00
CH LEN: 169.47
CH: S85° 24' 11"E
N78°11'24
"
E
295.04'
R: 300.00
CH LEN: 56.33
CH: N72° 48' 11"E
N67°2
4'
5
8
"
E
371.7
6'N21°00'14"E146.83'S13°06'49"E87.94'18" RCP501 501500
500
5
0
0
50
1
5015055
0
9
509510
508
506 50550250
2
501
495
499
503
503 502499.64499.08500.89501.66505.02507.30508.22507.65506.90506.75506.97506.75506.39505.79505.90507.20506.63506.21505.68505.68504.80504.21503.11501.93501.86503.33504.09503.28502.11500.99500.07WATERSAIL WAY
60' PRIVATE R/W
18" RCP
INT WINDSAIL POINTSTA 73+90.96INT BALLAST LANESTA 81+35.47050'50'100'
SCALE: 1"=50' (Horiz.)
050'50'
5'5'10'
1"=50' (HORIZ.)
1"=5' (VERT.)
100'
0
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C7.6
1" = 5'
1" = 50'
DKD
JPM
JPM
WATERSAIL WAY PLAN & PROFILE
STA 70+00 - STA 85+00 MATCHLINE
-
SEE
SHEET
C7.7FOR CONT
INUAT
ION
PROP. GRADEMATCHLINE - SEE SHEET C7.5FOR CONTINUATIONMA
T
C
H
L
I
N
E

-

S
E
E

S
H
E
E
T

C7.
1
2
FO
R

C
O
N
T
I
N
U
A
T
I
O
N
BALLAST LANE18' EOP45' R/W
MATCH
L
I
N
E

-

S
E
E

S
H
E
E
T

C7.13
FOR C
O
N
T
I
N
U
A
T
I
O
NWINDSAIL POINT18' EOP45' R/W3
0
.
0
0
'
APPROX. AREA OF
SPRAY FIELDPIPE # 10
(SEE CHART ON DRAWING NO.
C10.6
(TYP)
R25' R/W (TYP)
R30' R/W (TYP)
WATERSAIL WAY
DITCH #18
WINDSAIL POINT
DITCH #1
WINDSAIL POINT
DITCH #2
WATERSAIL WAY
DITCH #19
WATERSAIL WAY
DITCH #20
WATERSAIL WAY
DITCH #22
WATERSAIL WAY
DITCH #21
WATERSAIL WAY
DITCH #23
WATERSAIL WAY
DITCH #24
PROP.
FORCEMAIN
NOTES:
FOR SPRAY FIELD & FORCEMAIN DESIGN
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
FM FM FM FM FM FM FM FM FM FM FM FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM FM
PC85+56.81PT86+05.22PC88+98.64PT89+34.10PC94+94.50PT97+25.65PC99+55.71PT100+93.9285+00
86+00
87+00
88+00
89+00
90+00
91+00
92+00
93+00
94+00
95+00 96+00
97+0
0
98+
0
0
99+0
0
100+
0
0
101+00
WATERSAIL WAY
STA. 86+10.75
BINNACLE PLACE
STA. 0+00.00
18
"
RCP18" RCPC/L ROUNDABOUT NO. 2
WATERSAIL WAY
STA. 94+15.19
SAILMAKER COURT
STA. 0+00
WATER COLOR POINT
STA. 0+00
R: 300.00
CH LEN: 48.35
CH: N72° 02' 18"E
N67°24'58"E
371.76'
N76°39'38"E
293.42'R: 300.00
CH LEN: 35
.
4
4
CH: N80° 02
'

4
9
"
E
N83°26'0
1
"
E
560.40'
R: 300.00
CH LEN: 225.48
CH: N61° 21' 37"E
N39°
1
7'
1
3"
E
230.
0
6'
R: 300
.
0
0
CH LE
N
:

1
3
6
.
9
9
CH: N5
2
°

2
9'

0
8
"
E
18" RCPN13°20'22"W100.91'492
495
507
507505
504 5035045025
0
0 497497503500503503502503
50
1501501501
500
500
505
501497496
502502494
492
495
495
491
500.07499.90499.97500.91501.04501.06501.78504.38506.24506.96506.88506.36505.42504.43503.96503.01502.27502.59502.71502.33502.15499.67497.66495.75494.46493.69495.97497.30497.29497.13496.47495.25493.83WATERSAIL WAY
60' PRIVATE R/W
18" RCP
18" RCP
INT BINNACLE PLACESTA 81+35.47INT WATER COLOR POINT& SAILMAKER COURT& C/L ROUNDABOUT NO. 2STA 94+15.19ROUNDABOUT NO. 2
PROP. GRADE
050'50'100'
SCALE: 1"=50' (Horiz.)
050'50'
5'5'10'
1"=50' (HORIZ.)
1"=5' (VERT.)
100'
0
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C7.7
1" = 5'
1" = 50'
DKD
JPM
JPM
WATERSAIL WAY PLAN & PROFILE
STA 85+00 - STA 101+00
PROP. GRADEMATCHLINE - SEE SHEET C7.6FOR CONTINUATIONMATCHLINE - SEE SHEET C7.8FOR CONTINUATIONSAILMAKER COURT18' EOP45' R/WBINNACLE PLACE18' EOP45' R/WMATCHLINE -

S
E
E

S
H
E
E
T
C7.15 FOR CONTI
N
U
A
T
I
O
N
MATCHL
I
N
E

-

S
E
E

S
H
E
E
T

C7.16
FOR CO
N
T
I
N
U
A
T
I
O
N
MATCHLI
N
E

-

S
E
E

S
H
E
E
T

C7.17
FOR CON
T
I
N
U
A
T
I
O
N WATER COLOR POINT18' EOP45' R/WAPPROX. AREA OF
SPRAY FIELD
(TYP)
NOTES:
ROUNDABOUT NO. 2 DESIGN
SEE DETAIL DRAWING NO. C10.5
FOR SPRAY FIELD & FORCEMAIN DESIGN
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
PIPE # 11
(SEE CHART ON DRAWING NO.
C10.6
(TYP)
PIPE # 12
(SEE CHART ON DRAWING NO.
C10.6
(TYP)
PIPE # 12A
WATERSAIL WAY
DITCH #25
WATERSAIL WAY
DITCH #26
WATER COLOR
POINT
DITCH #2
WATER COLOR
POINT
DITCH #1
WATERSAIL WAY
DITCH #27
PROP.
FORCEMAIN
FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FMPT100+93.92PC105+09.82PT105+73.75PC107+93.68100+00 101+00
102+00
103+00
104+00
105+00 106+00
107+00
108+00
109+
0
0
11
0
+
0
00+0018" RCPR: 300.00
CH LEN: 136.99
CH: N52° 29' 08"E
N65°41'02"E
415.90'N24°18'58"W237.67'R: 300.00
CH LEN: 63.82
CH: N59° 34' 42"E
N53°28'23"E
219.92'R: 3
0
0
.
0
0
CH
L
E
N
:

2
6
6
.
0
2
CH:

N
7
9
°

4
7
'

3
0
"
E
492
495
496
49
7
4
9
6
49
7
4964954964964984
9
0
48
5
4
8
1
479480
495
495
491
WATERSAIL WAY
STA. 104+24.21
ANCHOR BELL PLACE
STA. 0+00.00
493.83493.54494.97496.06496.68496.61495.47493.71491.85490.22488.31486.56484.77482.08479.57478.55479.04WATERSAIL WAY
60' PRIVATE R/W
18" RCP
INT ANCHOR BELL PLACESTA 81+35.47050'50'100'
SCALE: 1"=50' (Horiz.)
050'50'
5'5'10'
1"=50' (HORIZ.)
1"=5' (VERT.)
100'
0
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C7.8
1" = 5'
1" = 50'
DKD
JPM
JPM
WATERSAIL WAY PLAN & PROFILE
STA 101+00 - STA 109+00
PROP. GRADE MATCHLINE - SEE SHEET C7.9FOR CONTINUATIONMATCHLINE - SEE SHEET C7.7FOR CONTINUATIONMATCHL
I
N
E

-

S
E
E

S
H
E
E
T

C7.19
FOR CO
N
T
I
N
U
A
T
I
O
N
ANCHOR BELL PLACE18' EOP45' R/WAPPROX. AREA OF
SPRAY FIELD
(TYP)
PIPE # 13
(SEE CHART ON DRAWING NO.
C10.6
(TYP)
WATERSAIL WAY
DITCH #28
NOTES:
FOR SPRAY FIELD & FORCEMAIN DESIGN
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
PROP.
FORCEMAIN
PT110+69.29PC114+02.76PT115+88.71PC118+34.34PT119+98.80PC121+53.93PT122+89.7253
54
55
56
57
58 59 60
109+00
110+00
111+
0
0
112+
0
0
113+
0
0
114+
0
0
115+00
116+0
0
117+0
0
118+0
0
119+00 120+00
121+00
122+00
123+00
124+00
125+00
84 83
87
8586
88
89
96
COS
R: 300.
0
0
CH LE
N:
2
6
6.
0
2
CH: N
7
9
°
4
7'
3
0
"
E
S73°
5
3
'
2
3
"
E
333.4
7
'
R: 300.00
CH LEN: 182.9
9
CH: N88° 21' 1
0
"
E
N70°35'
4
3
"
E
245.63'
R: 300.00
CH LEN: 162.40
CH: N86° 17' 58"E
S77°59'
4
7
"
E
155.13'
R: 1000.00
CH LEN: 135
.
6
9
CH: S81° 53'
1
1
"
E
S85°46'36"E
332.34'
WATERSAIL WAY
STA. 109+98.39
BATTEN COURT
STA. 0+00.00
WATERSAIL WAY
STA. 115+78.93
SKYSAIL POINT
STA. 0+00.00
STARBOARD POINT
STA. 0+00
N17°32'08"W85.15'S17°32'08"E79.54'N4°19'00"E462.84'N3°37'10"W219.89'47
9
47
8
476
4
7
8
4
7
6
476
480480479479478476
477476476
478
478
47
7
4774754724654
6
2
4
6
2
463
463475WATERSAIL WAY
STA. 118+78.37
WINDJAMMER COURT
STA. 0+00.00
475
475 476475
461
458459
462
463
S85°46'36"E
479.04479.20479.39478.17477.05476.11475.22475.32476.11477.83480.12481.80482.80480.68477.61473.42470.74471.41475.44478.07479.70479.62477.40474.12469.73464.54462.47461.82461.97461.91463.17464.36464.40WATERSAIL WAY
60' PRIVATE R/W
INT BATTEN COURTSTA 109+98.39INT SKYSAIL POINT& STARBOARD POINTSTA 115+78.93INT WINDJAMMER COURTSTA 118+78.37050'50'100'
SCALE: 1"=50' (Horiz.)
050'50'
5'5'10'
1"=50' (HORIZ.)
1"=5' (VERT.)
100'
0
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C7.9
1" = 5'
1" = 50'
DKD
JPM
JPM
WATERSAIL WAY PLAN & PROFILE
STA 109+00 - STA 125+00 MATCHLINE - SEE SHEET C7.10FOR CONTINUATIONPROP. GRADEMATCHLINE - SEE SHEET C7.8FOR CONTINUATIONMAT
C
H
LI
N
E -
S
E
E
S
H
E
E
T
C7.2
1
FOR
C
O
N
TI
N
U
A
TI
O
N
MATCHLINE - SEE SHEET
C7.20 FOR CONTINUATION
MATCHLINE - SEE SH
E
E
T
C7.23 FOR CONTINUATION
MATCHLIN
E

-

S
E
E

S
H
E
E
T

C7.7
FOR CON
T
I
N
U
A
T
I
O
N SKYSAIL
PO
INT18' EOP
45
'
R
/WWINDJAMMER COURT18' EOP45' R/WBATTEN COURT18' EOP45' R/WSTARBOARD POINT18' EOP45' R/WR25'
R/W (
T
Y
P)R3
0
'
E
P

(
T
Y
P
)
APPROX. AREA OF
SPRAY FIELD
(TYP)
25' FRONT SETBACK
(TYP)
10' SIDE SETBACK
(TYP)
10.00' SDE
(TYP)
NOTES:
FOR SPRAY FIELD DESIGN SEE
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
WATERSAIL WAY
DITCH #29
WATERSAIL WAY
DITCH #30
WATERSAIL WAY
DITCH #32
WATERSAIL WAY
DITCH #33
WATERSAIL WAY
DITCH #36
WATERSAIL WAY
DITCH #35
WATERSAIL WAY
DITCH #34
WATERSAIL WAY
DITCH #31
PC126+22.07PT128+19.19PC128+75.05PT131+51.80EP132+68.1460 61
62 63 64 65 66 67 68
69
70
125+00 126+00 127+00
128+00
129+00
130+00 131+00 132+00 132+68
7479
71
72
7375
7677
78
80
818283
463 46045
5
449448
448 449462
463
N89°39'38"E
116.34'
R: 1000.00
CH LEN: 275.87
CH: S82° 24' 39"E
S74°28'
5
7
"
E
55.86'
R: 1000.00
CH LEN: 19
6
.
8
0
CH: S80° 0
7
'

4
7
"
E
S85°46'36"E
332.34'
4
5
0452
45
0
464.40463.21460.91458.33456.10454.37453.64453.08452.09450.63449.75449.70449.30448.66448.49448.73WATERSAIL WAY
60' PRIVATE R/W
C/L CUL-DE-SACSTA 132+68.14050'50'100'
SCALE: 1"=50' (Horiz.)
050'50'
5'5'10'
1"=50' (HORIZ.)
1"=5' (VERT.)
100'
0
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C7.10
1" = 5'
1" = 50'
DKD
JPM
JPM
WATERSAIL WAY PLAN & PROFILE
STA 125+00 - STA 134+59.56
PROP. GRADEMATCHLINE - SEE SHEET C7.8FOR CONTINUATIONR50.00'R/WR35.00
'R/W
C/L CUL-DE-SAC
STA. 132+68.14
10' SDE
(TYP)25' FRONT SETBACK
(TYP)
10' SIDE SETBACK
(TYP)
0' REAR SETBACK
AT ELEV 420' (WATERS EDGE)
(TYP)
NOTES:
FOR SPRAY FIELD DESIGN SEE
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
WATERSAIL WAY
DITCH #37
WATERSAIL WAY
DITCH #38
WATERSAIL WAY
DITCH #39
WATERSAIL WAY
DITCH #40
FMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMPC 68+65.22
P
T
70
+
5
0
.
4
8
TO
P
M
A
S
T

C
O
U
R
T
45'
P
R
I
V
A
T
E

R
/
W
18'
P
A
V
E
D68+0069+0070+0071+00158
159 160 161
162
0+00 1+00 2+00 3+00 4+00 5+00 6+00
7+0
0
8
+
0
0
9
+
0
0
10+0011+
0
0
12+00 13+0013+20BP0+00.00PC5+60.88PT6+81.15PC7+51.82PT 8+20.18PC 9+00.78PT
9+39.
9
7
PC
9+84.
9
6
PT12+20.57PI
12+97.51
EP
13+2
0.
0
1
N14°22'37"W
560.88'R: 300
.
0
0
CH LE
N
:

1
1
9
.
4
6
CH: N
2
°

5
3
'

3
3
"
W
N8°
3
5
'
3
2
"
E
70.
6
7
'
R:
1
5
0
.
0
0
C
H

L
E
N
:

6
7
.
7
7
C
H
:

N
2
1
°

3
8
'

5
3
"
E
N3
4
°
4
2
'
1
4
"E
8
0
.
6
0
'R:
150
.00CH LEN
:
39
.08CH:
N42
°
11
'
22
"EN49°40'31
"E44.98
'
R:
1
5
0
.
0
0
C
H

L
E
N
:

2
1
2
.
1
3
C
H
:

N
4
°

4
0
'

3
1
"
E
N40°1
9'
2
9
"
W
76.93'
N49°40'31"E
22.50'
TOPMAST COURT
STA. 0+00.00
WATERSAIL WAY
STA. 67+96.42
453
504
50
5
5
0
6
51051
1 511 510505500495490485
482
475
470
4604574
5
7 458459459505506500501
501450
455
507.23508.62510.18511.94512.59511.75509.56505.98500.67496.26494.23494.31493.10490.89487.98484.70483.34480.80476.15469.63463.09452.59449.13454.21TOPMAST COURT
45' PRIVATE R/W
TOPMAST COURT
45' PRIVATE R/W
18" RCP
050'50'100'
SCALE: 1"=50' (Horiz.)
050'50'
5'5'10'
1"=50' (HORIZ.)
1"=5' (VERT.)
100'
0
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C7.11
1" = 5'
1" = 50'
DKD
JPM
JPM
TOPMAST COURT PLAN & PROFILE
PROP. GRADE
MA
T
C
H
L
I
N
E

-

S
E
E

S
H
E
E
T

C7.
7
FO
R

C
O
N
T
I
N
U
A
T
I
O
N
MATCHLINE - SEE SHEET C7.7
FOR CONTINUATION
PROP. GRADE
25' FRONT SETBACK
(TYP)
10' SIDE SETBACK
(TYP)
APPROX. AREA OF
SPRAY FIELD
(TYP)
PIPE # 16
(SEE CHART ON DRAWING NO.
C10.6
(TYP)
NOTES:
FOR SPRAY FIELD DESIGN SEE
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
TOPMAST COURT
DITCH #1
TOPMAST COURT
DITCH #2
TOPMAST COURT
DITCH #3
TOPMAST COURT
DITCH #4
TOPMAST COURT
DITCH #5
TOPMAST COURT
DITCH #6
TOPMAST COURT
DITCH #7
TOPMAST COURT
DITCH #8
SLOPE TO BE GRADED
OUT AT 3:1 IN THIS AREA
(2:1 SLOPES ARE TO BE TYPICAL
UNLESS OTHERWISE NOTED)
FM FM FM FM
FM
F
M
F
M
F
M
F
M
F
M
FM
FM FM FMFMFMFMFMFMFMFMFMFM
FMWATERSAIL WAYWINDSAIL POINT
45' PRIVATE R/W
18' PAVED72+0073+0074+0075+0076+00146
147
148
149
150
151
152
153
154
155
156
157
0+00
1+00
2+0
0
3+
0
0
4+
0
0
5+00 6+00 7+00 8+00
9+00
10+
0
0
11+0
0
12+00
13+00
14+00
15+00 EP15+62.69PC1+46.83PC4+43.47PC8+48.49PC10+
9
1
.
1
7PT2+12.33PT5+19.62PT9+4
3
.
73 PT11+51.26WATERSAIL WAYWINDSAIL POINT
STA. 0+00.00
WATERSAIL WAY
STA. 73+90.96
N21°00'14"E
146.83'R: 15
0
.
0
0
CH L
E
N
:

6
4
.
9
9
CH:
N
3
3
°

3
0
'

5
4
"
E
N4
6
°
0
1
'
3
4
"
E
23
1
.
1
3
'
R: 150
.
0
0
CH LE
N
:

7
5
.
3
3
CH: N
3
1
°

2
8
'

5
8
"
E
N16°56'23"E
328.87'
R: 15
0.
0
0
CH LE
N:
9
3.
6
5
CH: N
1
°
1
5'
0
0
"
W
N19°
2
6'
2
4"
W
147.
4
4'
R: 150.
0
0
CH LE
N:
5
9.
6
9
CH: N
7
°
5
7'
4
6
"
W
N3°30'52
"
E
361.43'5085095095
0
8
5105
1
3
513
511
51050049549048547547046846546045946751
0
510 455507WINDSAIL POINT
45' PRIVATE R/W
509.51511.06512.58513.32513.52513.15512.07511.19510.58510.85510.84510.17508.45504.24498.27483.15476.95472.58470.88469.45468.21467.75467.27466.82466.43467.55467.05465.43461.30WINDSAIL POINT
45' PRIVATE R/W
050'50'100'
SCALE: 1"=50' (Horiz.)
050'50'
5'5'10'
1"=50' (HORIZ.)
1"=5' (VERT.)
100'
0
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C7.12
1" = 5'
1" = 50'
DKD
JPM
JPM
WINDSAIL POINT PLAN & PROFILE
PROP. GRADE
MATCHLINE - SEE SHEET C7.6FOR CONTINUATION
MATCHLINE - SEE SHEET C7.6FOR CONTINUATION
PROP. GRADE
C/L CUL-DE-SAC
STA. 15+12.69
25' FRONT SETBACK
(TYP)
10' SIDE SETBACK
(TYP)
0' REAR SETBACK
AT ELEV 420' (WATERS EDGE)
(TYP)
APPROX. AREA OF
SPRAY FIELD
(TYP)
NOTES:
FOR SPRAY FIELD & FORCEMAIN DESIGN
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
WINDSAIL POINT
DITCH #2
WINDSAIL POINT
DITCH #1
WINDSAIL POINT
DITCH #4
WINDSAIL POINT
DITCH #5
WINDSAIL POINT
DITCH #6
WINDSAIL POINT
DITCH #3
FMFMFMFMFMFM10
8
9
0+00
1+00 2+00
3+00
4+00
5+00
6+00 7+00
8+00
9+00 EP9+07.11PC0+87.94PC2+91.26PC5+82.62PT2+57.78PT3+89.28PT6+89.68WATERSAIL WAYBALLAST LANE
STA. 0+00.00
WATERSAIL WAY
STA. 81+35.47 ANCHOR WATCHTERRACE45' PRIVATE R/W18 PAVEDBALL
A
S
T

L
A
N
E
4
6
0
18" RCP
18" RCP18" RCPN61°26'46"E493.00'S28°33'14"E
217.43'S61°26'46"W487.74'N61°26'46"E493.00'4644644
6
3464502500
503
5
0
2
4954904854824
8
2
482
481480475470465463462
462
455
457
501499465
465
498.29492.26485.94479.77478.72480.37483.05481.40482.45480.30477.00472.42467.65461.35456.38459.06465.50464.46BALLAST LANE
45' PRIVATE R/W
18" RCP
18" RCP
050'50'
5'5'10'
1"=50' (HORIZ.)
1"=5' (VERT.)
100'
0
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C7.13
1" = 5'
1" = 50'
DKD
JPM
JPM
BALLAST LANE
PLAN & PROFILE
PROP. GRADE
MATCHLI
N
E

-

S
E
E

S
H
E
E
T

C7.6
FOR CON
T
I
N
U
A
T
I
O
N
MATCHLINE -

S
E
E

S
H
E
E
T

C7.6
FOR CONTINU
A
T
I
O
N
MATCHLINE - SE
E

S
H
E
E
T

C7.14
FOR CONTINUAT
I
O
N
MATCHLINE - SE
E

S
H
E
E
T

C7.14
FOR CONTINUAT
I
O
N
APPROX. AREA OF
SPRAY FIELD
(TYP)
BALLAST LANE
STA. 9+07.11
ANCHOR WATCH TERRACE (EAST)
STA. 0+00.00
ANCHOR WATCH TERRACE (WEST)
STA.0+00.00
PIPE # 18
(SEE CHART ON DRAWING NO.
C10.6)
(TYP)
PIPE # 17
(SEE CHART ON DRAWING NO.
C10.6)
(TYP)
PIPE # 10
BALLAST LANE
DITCH #1
BALLAST LANE
DITCH #2
BALLAST LANE
DITCH #3
BALLAST LANE
DITCH #4
ANCHOR WATCH
TERRACE
DITCH #4
ANCHOR WATCH
TERRACE
DITCH #1
NOTES:
FOR SPRAY FIELD & FORCEMAIN DESIGN
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
050'50'100'
SCALE: 1"=50' (Horiz.)
PROP.
FORCEMAIN
BEGIN GUARDRAIL
STA 2+00.00
SLOPE TO BE GRADED
OUT AT 3:1 IN THIS AREA
(2:1 SLOPES ARE TO BE TYPICAL
UNLESS OTHERWISE NOTED)
BEGIN GUARDRAIL
STA 3+12.79
10 5
6
789
0+00 1+00 2+00 3+00 4+00 4+88EP4+87.743
4
5
6
ANCHOR WATCH
TERRACE
45' PRIVATE R/W
18 PAVED
460S28°33'14"E217.43'S61°26'46"W
487.74'N61°26'46"E
493.00'
4
4
4
4444454504554604
6
4
4
6
4
463
4
6
4
430
435
440
443
445450451
443
435
440465465 449447453463.87461.30456.61450.78442.73432.70432.30442.70449.85ANCHOR WATCH TERRACE (WEST)
45' PRIVATE R/W
-20
.1%21.0%36" RCP
(BURIED 1')
ANCHOR WATCH (EAST)
45' PRIVATE R/W
464.84463.79461.38459.14458.83460.83461.80464.25462.3718" RCP
ANCHOR WATCH TERRACE
45' PRIVATE R/W
18' PAVED
10 11
16
8 9 12 13
14
15
0+00 1+00 2+00 3+00 4+00 4+93EP4+93.00460N61°26'46"E
493.00'S28°33'14"E217.43'S61°26'46"W
487.74'18" RCPN61°26'46"E
493.00'4
6
4
4
6
4
463
4
6
4
462461
461
4
6
2
4
6
3
463 461465465050'50'100'
SCALE: 1"=50' (Horiz.)
050'50'
5'5'10'
1"=50' (HORIZ.)
1"=5' (VERT.)
100'
0
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C7.14
1" = 5'
1" = 50'
DKD
JPM
JPM
ANCHOR WATCH TERRACE
PLAN & PROFILE
PROP. GRADE
MATCHLINE - SEE SHEET
C7.13 FOR CONTINUATION BALLAST LANE45' PRIVATE R/W18' PAVEDMATCHLINE - SEE RIGHT FORCONTINUATIONMATCHLINE - SEE LEFT FORCONTINUATIONMATCHLINE - SEE SHEET
C7.13 FOR CONTINUATION
PROP. GRADEBALLAST LANE45' PRIVATE R/W18' PAVEDANCHOR WATCH TERRACE (WEST)
STA. 0+00.00
ANCHOR WATCH TERRACE (EAST)
STA.0+00.00
BALLAST LANE
STA. 9+07.11
ANCHOR WATCH TERRACE (EAST)
STA. 0+00.00
ANCHOR WATCH TERRACE (WEST)
STA.0+00.00
BALLAST LANE
STA. 9+07.11SEGMENTAL BLOCK
RETAINING WALL
C/L CUL-DE-SAC
STA. 4+43.00
25' FRONT SETBACK
(TYP)
10' SIDE SETBACK
(TYP)
APPROX. AREA OF
SPRAY FIELD
(TYP)
18' EP
4' SHOULDER WITH
3' SHOULDER BEHIND GUARDRAIL
AT CULVERT CROSSING
(TYP)
END GUARDRAIL
STA 4+09.45BEGIN GUARDRAIL
STA 1+77.05
BEGIN GUARDRAIL
STA 2+36.53
BEGIN GUARDRAIL
STA 4+35.42
C/L CUL-DE-SAC
STA. 4+42.74
10.00' SDE
(TYP)
ANCHOR WATCH TERRACE (WEST)
PLAN
ANCHOR WATCH TERRACE (EAST)
PLAN
STRUCTURE NUMBER
(SEE CHART ON DRAWING NO. C10.6)
(TYP)
PIPE # 19A
(SEE CHART ON DRAWING NO.
C10.6)
(TYP)
PIPE # 19B
(SEE CHART ON DRAWING NO.
C10.4)
(TYP)
PIPE # 19
(SEE CHART ON DRAWING NO.
C10.6)
(TYP)
PIPE # 20
(SEE CHART ON DRAWING NO.
C10.6)
(TYP)
ANCHOR WATCH
TERRACE DITCH #1
ANCHOR WATCH
TERRACE DITCH #2
ANCHOR WATCH
TERRACE DITCH #3 ANCHOR WATCH
TERRACE DITCH #4
NOTES:
FOR SPRAY FIELD & FORCEMAIN DESIGN
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
FMFMFMFMFMFMFMFMFMFMFM138
B
I
N
N
A
C
L
E

P
L
A
C
E
4
5
'

P
R
I
V
A
T
E

R
/W
1
8
'

P
A
V
E
D
135 136 137
139
140
141
142143
144145
0+00 1+00
2+0
0
3
+
0
0
4
+
0
0
5+0
0
6+00 7+00 8+00 9+00 10+00 11+00
12+00
13+00
14+00 15+0015+10EP15+09.92PC1+00.91PC3+85.98PC10+49.51PC13+01.90PT3+25.21PT6+14.81PT11+88.30PT14+13.11WATERSAIL WAYBINNACLE PLACE
STA. 0+00.00
WATERSAIL WAY
STA. 86+10.75
N13°20'22"W
100.91'R: 300.
0
0
CH LE
N
:

2
1
9
.
1
1
CH: N8
°

0
4
'

4
5
"
E
N
2
9
°
2
9
'
5
2
"
E
6
0
.
7
7
'
R: 30
0
.
0
0
CH L
E
N
:

2
2
3
.
3
3
CH:
N
7
°

3
8
'

4
5
"
E
N14°12'22"W
434.70'
R: 1000.00
CH LEN: 138.67
CH: N10° 13' 49"W
N6°15'16"W
113.61'
R: 1000.00
CH LEN: 111.16
CH: N9° 26' 25"W
N12°37'35"W
46.81'
5
0
2501 50
1
5
0
1
500500
4954904854804754654604554504
4
8
447500.63501.48500.84499.96498.70497.83497.65496.49495.74493.72491.03487.40483.04476.40474.11471.68468.38464.65459.47454.96453.89453.74453.62452.66452.37451.86451.28450.25BINNACLE PLACE
45' PRIVATE R/W
BINNACLE PLACE
45' PRIVATE R/W
18" RCP
050'50'100'
SCALE: 1"=50' (Horiz.)
050'50'
5'5'10'
1"=50' (HORIZ.)
1"=5' (VERT.)
100'
0
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C7.15
1" = 5'
1" = 50'
DKD
JPM
JPM
BINNACLE PLACE
PLAN & PROFILE
PROP. GRADE
MATCHLINE - SEE SHEET C7.7
FOR CONTINUATION
MATCHLINE - SEE SHEET C7.7
FOR CONTINUATION
PROP. GRADE
C/L CUL-DE-SAC
STA. 14+59.92
APPROX. AREA OF
SPRAY FIELD
(TYP)
PIPE # 11
(SEE CHART ON DRAWING NO.
C10.4
(TYP)
BINNACLE PLACE
DITCH #1
BINNACLE PLACE
DITCH #2
BINNACLE PLACE
DITCH #3
NOTES:
FOR SPRAY FIELD & FORCEMAIN DESIGN
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
PROP.
FORCEMAIN
WATERSAIL WAY
DITCH #25
FMFMFMFMFMFMFMFMFMFMFM128
124
125
126 127
129
130
131
132133
134
0+00
1+00
2+00
3+00
4+00
5+00
6+00
7+0
0
8
+
0
0
9+00 10+00
11+00
12+00
13+00
14+00 14+21EP14+20.91PI3+57.55PC6+48.95PC8+01.94PT7+67.49PT9+70.07WATERSAIL WAY60' PRIVATE R/W20' PAVEDWATER CO
L
O
R

P
O
I
N
T
45' PRIVAT
E

R
/
W
18' PAVED
N6°33'59"W
357.55'
R:

2
0
0
.
0
0
C
H

L
E
N
:

1
1
6
.
8
1
C
H
:

N
1
0
°

2
4
'

4
6
"
E
N
2
7
°
2
3
'
3
2
"
E
3
4
.
4
5
'
R: 2
0
0
.
0
0
CH
L
E
N
:

1
6
3
.
2
2
CH:

N
3
°

1
8
'

3
3
"
E
N20°46'25"W
400.84'
C/L ROUNDABOUT NO. 2
WATERSAIL WAY
STA. 94+15.19
WATER COLOR POINT
STA. 0+00.00
SAILMAKER COURT
STA. 0+00
18" RCP18" RCP503
503500502
503
502
501503 495490485480475470
465460 455450445440438
50
0
498.43499.43501.49503.85504.24504.01503.57500.97497.75494.09490.69487.40484.05475.17468.78463.92464.69463.57461.60459.93458.04456.73453.91450.84447.64443.04WATER COLOR POINT
45' PRIVATE R/W
WATER COLOR POINT
45' PRIVATE R/W
18" RCP
ROUNDABOUT NO. 2
PROP. GRADE
050'50'100'
SCALE: 1"=50' (Horiz.)
050'50'
5'5'10'
1"=50' (HORIZ.)
1"=5' (VERT.)
100'
0
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C7.16
1" = 5'
1" = 50'
DKD
JPM
JPM
WATER COLOR POINT
PLAN & PROFILE
PROP. GRADE
MATCH
L
I
N
E

-

S
E
E

S
H
E
E
T

C7.7
FOR C
O
N
T
I
N
U
A
T
I
O
N
MATCHLINE - SEE SHEET C7.7
FOR CONTINUATION
MATCHLINE - SEE SHEET C7.17FOR CONTINUATIONPROP. GRADE
PROP. EOP
0' REAR SETBACK
AT ELEV 420' (WATERS EDGE)
(TYP)
ROUNDABOUT NO. 2
SEE DETAIL DRAWING NO. C10.5
BEGIN GUARDRAIL
STA 13+70.91
25' FRONT SETBACK
(TYP)
10' SIDE SETBACK
(TYP)
APPROX. AREA OF
SPRAY FIELD
(TYP)30.00'PIPE # 12
(SEE CHART ON DRAWING NO.
C10.6)
(TYP)
WATER COLOR POINT
DITCH #1
WATER COLOR POINT
DITCH #2
WATER COLOR POINT
DITCH #3
WATER COLOR POINT
DITCH #4
WATER COLOR POINT
DITCH #5
WATER COLOR POINT
DITCH #6
NOTES:
FOR SPRAY FIELD & FORCEMAIN DESIGN
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
PROP.
FORCEMAIN
SAILM
A
K
E
R

C
O
U
R
T
45' PRI
V
A
T
E

R
/
W
18' PAV
E
D
SAILMAKER COURT
DITCH #1
SAILMAKER COURT
DITCH #2
19
17
18
20
2122
SAILMA
K
E
R

C
O
U
R
T
45' PRI
V
A
T
E

R
/
W
18' PAV
E
D
1+002+003+00
4+00 5+00
6+00
7+00 8+00
8+87PC2
+
7
5
.
4
7 PT4+07.36PC4+64.77PT5+32.21PC6+93.09PT7+67.33EP8+87.38SAILMAKER COURT
STA. 6+27.71
TOPSAIL POINT
STA. 0+00.00
R: 200.
0
0
CH LEN
:

1
2
9
.
5
1
CH: S1
3
°

0
5'

0
5
"
E
S5°48'25"W
57.41'
R: 300.00
CH LEN: 67.30
CH: S12° 14' 50"W
S18°41'1
5
"
W
160.88'
R: 300.00
CH LEN: 74.05
CH: S11° 35' 52"W
S4°30'29"W
120.05'S71°18'45"E64.40'18" RCP477
475 47447647048049049
5
500 465458455456454473472491498
497
503.32502.94501.44499.36497.41495.04493.16492.00489.94486.05479.24475.39470.74468.47466.19463.82460.07SAILMAKER COURT
45' PRIVATE R/W
INT TOPSAIL POINTSTA 6+27.71ROUNDABOUT NO. 2
PROP. GRADEFMFMFMFMFMFM0+00
1+00
2+00
BP0+00.002+75.47
C/L ROUNDABOUT NO. 1
SAILMAKER COURT
STA. 0+00
WATERSAIL WAY
STA. 94+15.19
SAILMAKER COURT NORTH
STA 0+00WATERSAIL WAY60' PRIVATE R/W20' PAVED502
503
502501
503500
498
497
050'50'100'
SCALE: 1"=50' (Horiz.)
050'50'
5'5'10'
1"=50' (HORIZ.)
1"=5' (VERT.)
100'
0
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C7.17
1" = 5'
1" = 50'
DKD
JPM
JPM
SAILMAKER COURT
PLAN & PROFILE
PROP. GRADE
MATCHLINE - SEE SHEET C7.7
FOR CONTINUATION MATCHLINE

-
STA
2+00SEE R
IGHT
MATCHLINE - SEE SHEET C7.16FOR CONTINUATIONWATER COLOR POINT TOPSAIL POINTMATCHLIN
E

-

S
E
E

S
H
E
E
T

C7.7
FOR CON
T
I
N
U
A
T
I
O
N
MAT
C
H
L
I
N
E

-

S
T
A

2
+
0
0
S
E
E

L
E
F
T
MATCHLINE - SEE SHEET C7.18
FOR CONTINUATION
END LANE TRANSITION FOR
ROUNDABOUT NO. 1
PC STA 2+75.47
C/L CUL-DE-SAC
STA. 8+87.38
25' FRONT SETBACK
(TYP)
10' SIDE SETBACK
(TYP)
APPROX. AREA OF
SPRAY FIELD
(TYP)10.00' SDE
(TYP)
PIPE # 21
(SEE CHART ON DRAWING NO.
C10.6
(TYP)
SAILMAKER COURT
DITCH #2
SAILMAKER COURT
DITCH #1
SAILMAKER COURT
DITCH #3
SAILMAKER COURT
DITCH #4
SAILMAKER COURT
DITCH #5
PROP.
FORCEMAIN
NOTES:
ROUNDABOUT NO. 2 DESIGN
SEE DETAIL DRAWING NO. C10.5
FOR SPRAY FIELD & FORCEMAIN DESIGN
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
SAILMAKER COURT
DITCH #1
SAILMAKER COURT
DITCH #2
SAILM
A
K
E
R
C
O
U
R
T
TOPSAIL PO
I
N
T
45' PRIVATE
R
/
W
18' PAVED
38
36
22
23 24
25
26
27
28
29
30
32
35
33
34
37
40
39
41
0+0
0
1+00
2+00
3+00
4+00
5+00
6+00
7+00
8+00
9+00
10+00
11+0
0
12+0
0
13+00 14+0014+15EP 14+15.48
PC0+64.40PC9+28.89PC11+79.12PC13+28.93PT2+32.60PT10+63.57PT12+67.33PT 13+67.59
TOPSAIL POINT
STA. 0+00.00
SAILMAKER COURT
STA. 6+27.71 S5°48'25"WR: 300.00CH LEN: 67.30CH: S12° 14' 50"WS18°41'15"W160.88'R: 300.00CH LEN: 74.05CH: S11° 35' 52"WS4°30'29"WS71
°
1
8
'
4
5
"
E
64.
4
0
'
R: 300.00
CH LEN: 16
6
.
0
0
CH: S87° 2
2
'

2
8
"
E
N76°33'50"E
696.29'
R: 292.50
CH LEN: 133.49
CH: N89° 45' 16"E
S77°
0
3
'
1
7
"
E
115.
5
5
'
R: 507.
5
0
CH LE
N
:

8
8
.
1
0
CH: S8
2
°

0
2
'

0
3
"
E
S87°00'48"E
86.21'18" RCP18" RCP47
7475474476
4754
7
3 4734754
7
8 4784754704654604504
4
5 4444
4
8
4
7
0
480
465
473
472
476.76477.40477.34472.11469.26468.92473.41476.01477.11476.55478.75478.19475.53472.22466.65463.37465.55465.58465.14463.92462.71461.62460.76458.75454.89450.97447.34445.57TOPSAIL POINT
45' PRIVATE R/W
18" RCP
18" RCP
050'50'100'
SCALE: 1"=50' (Horiz.)
050'50'
5'5'10'
1"=50' (HORIZ.)
1"=5' (VERT.)
100'
0
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C7.18
1" = 5'
1" = 50'
DKD
JPM
JPM
TOPSAIL POINT
PLAN & PROFILE
PROP. GRADE
MATCHLI
N
E

-

S
E
E

S
H
E
E
T

C7.17
FOR CON
T
I
N
U
A
T
I
O
N
MAT
C
H
L
I
N
E

-

S
E
E

S
H
E
E
T

C7.1
7
FOR

C
O
N
T
I
N
U
A
T
I
O
N
C/L CUL-DE-SAC
STA. 13+53.54
OFFSET: LH 22.50'
25' FRONT SETBACK
(TYP)
10' SIDE SETBACK
(TYP)
APPROX. AREA OF
SPRAY FIELD
(TYP)
PIPE # 22
(SEE CHART ON DRAWING NO.
C10.6)
(TYP)
PIPE # 21
TOPSAIL POINT
DITCH #1
TOPSAIL POINT
DITCH #2
TOPSAIL POINT
DITCH #6
TOPSAIL POINT
DITCH #4
TOPSAIL POINT
DITCH #3
TOPSAIL POINT
DITCH #5
TOPSAIL POINT
DITCH #7
NOTES:
FOR SPRAY FIELD & FORCEMAIN DESIGN
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
SAILMAKER COURT
DITCH #4
SAILMAKER COURT
DITCH #3
SLOPE TO BE GRADED
OUT AT 3:1 IN THIS AREA
(2:1 SLOPES ARE TO BE TYPICAL
UNLESS OTHERWISE NOTED)
FMFMFMFMFMFMFMFM0+00 1+00 2+00
3+0
0
4
+
0
0
5
+
0
0PC2+37.67PT3+44.00ANCHOR BELL PLACE
STA. 0+00.00
WATERSAIL WAY
STA. 104+24.21
N24°18'58"W
237.67'R:
1
5
0
.
0
0
CH

L
E
N
:

1
0
4
.
1
1
CH
:

N
4
°

0
0
'

3
3
"
W
N
1
6
°
1
7
'
5
1
"
E
2
8
7
.
8
9
'
494
495
496
498 497495485
480
476470497490
496.60499.00498.77497.69495.70491.84486.91480.93469.38465.86462.89459.51455.62451.73447.78447.77451.68455.04456.92457.22456.87456.35455.24452.74448.57ANCHOR BELL PLACE
45' PRIVATE R/W
ANCHOR BELL PLACE
45' PRIVATE R/W
24" RCP
117
112
115
116 118 119
120
121
1225+006+007+008+00 9+00
10+00 11+00 12+00 13+00 13+35EP13+35.08PC 6+31.88
PC9+11.91PT8+67.50PT9+63.49N16°17'51"E287.89'R
:

1
5
0
.
0
0
C
H

L
E
N
:

2
1
2
.
1
3
C
H
:

N
2
8
°

4
2
'

0
9
"W
N73°42'09"W
44.40'
R: 300.00
CH LEN: 51.52
CH: N68° 46' 36"W
N63°51'04"W
321.59'24" RCP476
470
465
460
455
451
451
450
450 4554
5
6
456 455452450448447446050'50'100'
SCALE: 1"=50' (Horiz.)
050'50'
5'5'10'
1"=50' (HORIZ.)
1"=5' (VERT.)
100'
0
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C7.19
1" = 5'
1" = 50'
DKD
JPM
JPM
ANCHOR BELL PLACE
PLAN & PROFILE
PROP. GRADE
MATCHLINE - SEE SHEET C7.8
FOR CONTINUATION
MATCHLINE - SEE SHEET C7.8
FOR CONTINUATION
MATCHLINE - STA 4+50SEE RIGHTMATCHLIN
E

-

S
T
A

4
+
5
0
SEE LEFT
PROP. GRADE
C/L CUL-DE-SAC
STA. 12+85.08
25' FRONT SETBACK
(TYP)
10' SIDE SETBACK
(TYP)
APPROX. AREA OF
SPRAY FIELD
(TYP)
PIPE # 15
(SEE CHART ON DRAWING NO.
C10.6)
(TYP)
NOTES:
FOR SPRAY FIELD & FORCEMAIN DESIGN
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
PROP.
FORCEMAIN
ANCHOR BELL PLACE
DITCH #1A
ANCHOR BELL PLACE
DITCH #2
ANCHOR BELL PLACE
DITCH #1
WATERSAIL WAY
DITCH #28
ANCHOR BELL PLACE
DITCH #3
ANCHOR BELL PLACE
DITCH #5
ANCHOR BELL PLACE
DITCH #6
ANCHOR BELL PLACE
DITCH #4
ANCHOR BELL PLACE
DITCH #7
SLOPE TO BE GRADED
OUT AT 3:1 IN THIS AREA
(2:1 SLOPES ARE TO BE TYPICAL
UNLESS OTHERWISE NOTED)
FMFMFMFMFM109
110
106
107
108
111
0+00 1+00 2+00
3+00 4+005+005+90EP
5+
9
0
.
3
1
PC2+19.89PT
3+
7
2
.
4
2
BATTEN COURT
STA. 0+00.00
WATERSAIL WAY
STA. 109+98.39 R: 300.00CH LEN: 266.02CH: N79° 47' 30"EN3°37'10"W
219.89'
R: 150.00
CH L
E
N: 146.04
CH:
N32° 45' 00"
W N61°52'50"W168.50'4794784784804754704654
5
8
4
5
5
4
4
5
4
5
2
442
441
440
479.80476.71473.31469.01465.12462.45460.19457.00452.56447.60441.01BATTEN COURT
45' PRIVATE R/W
050'50'100'
SCALE: 1"=50' (Horiz.)
050'50'
5'5'10'
1"=50' (HORIZ.)
1"=5' (VERT.)
100'
0
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C7.20
1" = 5'
1" = 50'
DKD
JPM
JPM
BATTEN COURT PLAN & PROFILE
PROP. GRADE
MATCHLINE - SEE SHEET C7.8
FOR CONTINUATIONWATERSAIL WAYBATTEN COURTMATCH
L
I
N
E

-

S
E
E

S
H
E
E
T

C7.8
FOR C
O
N
T
I
N
U
A
T
I
O
N
0' REAR SETBACK
AT ELEV 420' (WATERS EDGE)
(TYP)
C/L CUL-DE-SAC
STA. 5+40.92
25' FRONT SETBACK
(TYP)
10' SIDE SETBACK
(TYP)
APPROX. AREA OF
SPRAY FIELD
(TYP)
NOTES:
FOR SPRAY FIELD & FORCEMAIN DESIGN
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
PROP.
FORCEMAIN BATTEN COURT
DITCH #3
BATTEN COURT
DITCH #2
BATTEN COURT
DITCH #1
52
53
101
99
96
97
98
100
102
103
104105
EP9+89.65PC0+85.15PC3+26.68PC6+96.67PC7+79.05PT1+36.52PT5+40.16PT7+35.65PT8+75.420+00
1+00
2+00
3+00
4+00
5+0
0
6+
0
0
7+
0
0
8+00
9+00
9+90SKYSAIL POINT
STA. 0+00.00
WATERSAIL WAY
STA. 115+78.93
STARBOARD COURT
STA 0+00
N17°32'08"W
85.15'
R: 150.00
CH LEN: 51.12
CH: N27° 20' 50"W
N37°09'3
2
"
W
190.16'
R: 300.00
CH LEN: 209
.
0
1
CH: N16° 46'
2
1
"
W
N3
°
3
6
'
4
9
"
E
15
6
.
5
1
'
R: 3
0
0
.
0
0
CH
L
E
N
:

3
8
.
9
5
CH:

N
0
°

0
6
'

3
1
"
W
N3°
4
9
'
5
1
"
W
43.4
1
'
R: 150.00
CH LEN: 94.72
CH: N22° 14' 07"W
N40°38'
2
3
"
W
64.24'N70°35'43"E245.63'R: 300.00CH LEN: 182.99CH: N88° 21' 10"ES17°32'08"E
79.54'
479
4784774764
7
4 470465459455450445443442441440
476476480 480478.29476.90475.44475.17473.18470.14466.57463.34461.35460.28SKYSAIL COURT
45' PRIVATE R/W
456.21453.12449.95449.73450.06448.41445.35442.07SKYSAIL COURT
45' PRIVATE R/W
050'50'100'
SCALE: 1"=50' (Horiz.)
050'50'
5'5'10'
1"=50' (HORIZ.)
1"=5' (VERT.)
100'
0
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C7.21
1" = 5'
1" = 50'
DKD
JPM
JPM
SKYSAIL POINT
PLAN & PROFILE
PROP. GRADE
MATCHLINE - SEE SHEET C7.9FOR CONTINUATION
MAT
C
H
L
I
N
E

-

S
E
E

S
H
E
E
T

C7.9
FOR

C
O
N
T
I
N
U
A
T
I
O
N
MATCHLINE - SEE SHEETC7.22 FOR CONTINUATIONWATERSAIL WAYS
T
A
R
BO
A
R
D
PO
I
N
T
SKYSAIL
P
O
I
N
T
PROP. GRADE
0' REAR SETBACK
AT ELEV 420' (WATERS EDGE)
(TYP)
C/L CUL-DE-SAC
STA. 9+39.65
25' FRONT SETBACK
(TYP)
10' SIDE SETBACK
(TYP)
SKYSAIL POINT
DITCH #1
SKYSAIL POINT
DITCH #2
SKYSAIL POINT
DITCH #3
WATERSAIL WAY
DITCH #31
NOTES:
FOR SPRAY FIELD & FORCEMAIN DESIGN
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
STARBOARD POINT
DITCH #2
FM4345
42444647
48
49
50
51
52
0+001+002+003+00
4+00
5+00 6+00 7+00 8+00 EP8+57.53PC 0+79.54 PC2
+
8
9
.
6
2
PT
2
+
5
0
.
9
3 PT5+00.490+008
7
STARBOARD POINT
STA. 0+00.00
WATERSAIL WAY
STA. 115+78.93
SKYSAIL COURT
STA. 0+00.00
R: 300.00
CH LEN: 182.99
CH: N88° 21' 10"E
N70°35'
4
3
"
E
245.63'N17°32'08"W85.15'24" RCPS17°32'08"E79.54'R: 150.00CH LEN: 162.22CH: S15° 11' 55"W
S47°55'58"
W
38.68'R: 300.
0
0
CH LE
N:
2
0
6.
5
6
CH: S
6
8
°
0
4'
1
0
"
W
S88°12'23"W
357.04'
S88°12'23"W
307.04'47747
9
480
47
8
476 465460455450445443
443
444445450452449448435
440
470
475
435
476475474447477.67475.66474.81474.47474.25474.39472.34468.51463.90456.72448.84440.51432.39437.26446.80452.20453.34STARBOARD COURT
45' PRIVATE R/W
24" RCP
050'50'100'
SCALE: 1"=50' (Horiz.)
050'50'
5'5'10'
1"=50' (HORIZ.)
1"=5' (VERT.)
100'
0
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C7.22
1" = 5'
1" = 50'
DKD
JPM
JPM
STARBOARD POINT
PLAN & PROFILE
PROP. GRADEMATCHLINE - SEE SHEET C7.9FOR CONTINUATIONMATCHLINE - SEE SHEET C7.9FOR CONTINUATIONMATCH
L
I
N
E

-

S
E
E

S
H
E
E
T

C7.21
FOR CO
N
T
I
N
U
A
T
I
O
N
APPROX. AREA OF
SPRAY FIELD
(TYP)
C/L CUL-DE-SAC
STA. 8+07.53
25' FRONT SETBACK
(TYP)
10' SIDE SETBACK
(TYP)SKYSAIL
PO
INT45'
PR
IVATE
R
/W18'
PAVED
WATER
S
A
I
L

W
A
Y
60' PR
I
V
A
T
E

R
/
W
20' PA
V
E
D
STRUCTURE NUMBER
(SEE CHART ON DRAWING NO. C10.6)
(TYP)PIPE # 23
(SEE CHART ON
DRAWING NO. C10.5)
(TYP)
PIPE # 23B
PIPE # 23A
STARBOARD COURT
DITCH #1
STARBOARD COURT
DITCH #2
STARBOARD COURT
DITCH #3
NOTES:
FOR SPRAY FIELD & FORCEMAIN DESIGN
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
SKYSAIL
COURT
DITCH #2
BEGIN GUARDRAIL
STA 5+76.30
BEGIN GUARDRAIL
STA 5+83.53
END GUARDRAIL
STA 7+53.09
END GUARDRAIL
STA 7+53.09
WINDJAMMER COU
R
T
45' PRIVATE R/W
18' PAVED
53
54
55
93
91
89
90
92
95
94
0+00
1+00
2+00
3+00
4+00 4+63EP 4+62.84COSWINDJAMMER COURT
STA. 0+00.00
WATERSAIL WAY
STA. 118+78.37
N4°19'00"E
427.84'R: 300.00CH LEN: 162.40CH: N86° 17' 58"EN70°35'43"E245.63'477478478478475470465460450445440435430428
42
7
427430
477
475477
477.37472.67466.08459.07452.20445.55439.12433.51WINDJAMMER COURT
45' PRIVATE R/W
050'50'100'
SCALE: 1"=50' (Horiz.)
050'50'
5'5'10'
1"=50' (HORIZ.)
1"=5' (VERT.)
100'
0
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C7.23
1" = 5'
1" = 50'
DKD
JPM
JPM
WINDJAMMER COURT PLAN &
PROFILE
PROP. GRADE
MATCHL
I
N
E

-

S
E
E

S
H
E
E
T

C7.9
FOR CO
N
T
I
N
U
A
T
I
O
N
MATC
H
LI
N
E
-
S
E
E
S
H
E
E
T
C7.9
FOR
C
O
N
TI
N
U
A
TI
O
N
0' REAR SETBACK
AT ELEV 420' (WATERS EDGE)
(TYP)
C/L CUL-DE-SAC
STA. 4+27.84
25' FRONT SETBACK
(TYP)
10' SIDE SETBACK
(TYP)WATERSAIL WAY60' PRIVATE R/W20' PAVED25' FRONT SETBACK
(FOR FLAG LOT)
15' REAR SETBACK
(TYP)
NOTES:
FOR SPRAY FIELD & FORCEMAIN DESIGN
SEE WASTEWATER TREATMENT &
IRRIGATION SYSTEMS DRAWINGS
WINDJAMMER COURT
DITCH #4
WINDJAMMER COURT
DITCH #2
WINDJAMMER COURT
DITCH #1
WINDJAMMER COURT
DITCH #3
WATERSAIL WAY
DITCH #32
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C10.0
N/A
N/A
DKD
PMN
JPM
DETAILS
TEMPORARY CHANNEL LINERS AND EROSION CONTROL MATTING SPECIFICATION:
1. SEE DIVERSION DITCH CHART FOR LINER TYPE.
2.MIN. SHEAR STRENGTH: STRAW WITH NET (OR APPROVED EQUAL) - 1.45 LBS/FT²
CURLEX I (OR APPROVED EQUAL) - 1.75 LBS/FT²
CURLEX II (OR APPROVED EQUAL) - 2.25 LBS/FT²
PSRM (PERMANENT SOIL REINFORCED MAT) - 3.0 LBS/FT²
* ALL RATINGS ABOVE ARE MINIMUM SHEAR STRENGTH REQUIREMENTS FOR THE MATTING BASED ON UNVEGETATED
CONDITIONS.
** RIPRAP IN CHANNELS AS REQUIRED PER THE ERODES SPREADSHEET MAY BE REPLACED WITH A COIR MATTING OR
SYNTHETIC MATTING AS LONG AS THE MATTING MEETS THE MINIMUM SHEAR STRESS AND VELOCITY REQUIREMENTS OF
EACH INDIVIDUAL DITCH. SHEAR STRESS REQUIREMENTS AND VELOCITY REQUIREMENTS FOR EACH DITCH ARE
OUTLINED IN THE DITCH SCHEDULES.
CONSTRUCTION SPECIFICATION
1. GRADE THE SURFACE OF INSTALLATION AREAS SO THAT THE GROUND IS SMOOTH AND LOOSE.
2. WHEN SEEDING PRIOR TO INSTALLATION, FOLLOW THE STEPS FOR SEED BED PREPARATION, SOIL AMENDMENTS, AND
SEEDING AS NOTED IN "SURFACE STABILIZATION 6.1" (GENERAL NOTES) AND AS PER NCDENR STANDARDS.
3. SPREAD SEED BEFORE EROSION CONTROL MATTING IS INSTALLED.
4.MATTING SHALL BE INSTALLED FROM TOP OF BANK TO TOP OF BANK ALONG DITCHES WITHIN DENUDED LIMITS. MATTING
SHALL BE INSTALLED IN ALL DITCHES INDICATED ON PLANS AFTER SOIL IS DISTURBED BY CONSTRUCTION ACTIVITY.
MAINTENANCE
1. ALL EROSION CONTROL MATTING SHALL BE INSPECTED EVERY SEVEN (7) DAYS OR AFTER EACH RAINFALL OCCURRENCE
THAT EXCEEDS ONE-HALF (0.5) INCH.
2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED AND EROSION MUST NOT OCCUR BENEATH THE EROSION
CONTROL MATTING.
3. ANY AREAS OF THE EROSION CONTROL MATTING THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL
BE REPAIRED AND STAPLED.
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED AND THE ERODED AREA
PROTECTED.
5.MONITOR AND REPAIR THE EROSION CONTROL MATTING AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED.
6. SEE SHEET 2 FOR ADDITIONAL EROSION CONTROL MAINTENANCE NOTES.
NOTES:
1. USE MINIMUM 18" DIA. STRAW WATTLE. 20" WATTLES ARE ALSO SPECIFIED.
2. USE 2"x2" WOODEN STAKES 2-FT IN LENGTH ON THE UPSLOPE AND DOWNSLOPE
AT AN ANGLE TO WEDGE THE WATTLE TO THE BOTTOM OF THE SWALE.
3.STAPLE ON BOTH SIDES OF THE WATTLE TO SECURE IT TO THE BOTTOM OF THE SWALE.
4.ENSURE THAT MAXIMUM SPACING BETWEEN WATTLES PLACES THE TOP OF THE UPSTREAM
WATTLE AT THE SAME ELEVATION AS THE DOWNSTREAM WATTLE (SEE DIAGRAM ABOVE).
2' UPSLOPE &
DOWNSLOPE STAKES, TYP.
EARTHEN BERM
MIN. 10 LF EXCELSIOR MATTING
2' MIN. ON UPSLOPE
AND 8' MIN. ON DOWNSLOPE
RAINFALL EVENT. REPAIR ALL DAMAGE IMMEDIATELY.
INSPECT WATTLES AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER)
MAINTENANCE NOTES:
CONSTRUCTION ENTRANCE
NOT TO SCALE 15'85' MIN.
SECTION VIEW
6" MIN.
6" DIVERSION TO DIRECT RUNOFF FROM R/W
PLAN VIEW
85'
M
I
N
.
CONSTRUCTION
SPECIFICATIONS:
MAINTENANCE:
1. CONTRACTOR SHALL REFERENCE NCDOT DRIVEWAY PERMITS FOR ADDITIONAL TEMPORARY
CONSTRUCTION ENTRANCE INSTALLATION REQUIREMENTS
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER
OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT.
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON
THE PLANS, AND SMOOTH IT OUT.
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET.
4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION
IN LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE.
5. CONTRACTOR SHALL INSTALL TEMPORARY CULVERTS WHERE REQUIRED PER NCDOT DRIVEWAY
PERMITS IN ORDER TO MAINTAIN POSITIVE DRAINAGE.
1. MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM
LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP-DRESSING WITH
2-INCH STONE. AFTER EACH RAINFALL,INSPECT ANY STRUCTURE USED TO TRAP
SEDIMENT AND CLEAN IT OUT IF NECESSARY. IMMEDIATELY REMOVE ALL
OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
15'
M
I
N
.
SEE NOTE 5 BELOW
2"-3" COARSE AGGREGATE OR
CLASS A
2"-3" COARSE AGGREGATE OR
CLASS A OVERLAID WITH ABC
STONE
PUBLI
C
R
O
A
D
SECURE WATTLE WITH UPSLOPE AND
DOWNSLOPE STAKES AND STAPLES.
STAKE
STAPLE
MAXIMUM SPACING
A B
A AND B ARE AT EQUAL ELEVATIONS
STRAW WATTLES
NOT TO SCALE
EROSION CONTROL MATTING
NOT TO SCALE
CROSS SECTION
GENERAL NOTES:
1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER.
1'-6" MIN.
CLASS B RIP RAP
# 5 WASHED STONE
FLOW
2. CHECK DAMS MAY BE USED IN SLOPING DITCHES
OR CHANNELS TO SLOW VELOCITY OR TO CREATE
SEDIMENT TRAPS.
MAXIMUM SPACING
3.ENSURE THAT MAXIMUM SPACING BETWEEN DAMS PLACES THE
TOE OF THE UPSTREAM DAM AT THE SAME ELEVATION AS THE
DOWNSTREAM DAM (SEE DIAGRAM ABOVE).
A B
A AND B ARE AT EQUAL ELEVATIONS
2' MAXAT CENTER
2
1
4' TO 6'
9" MIN.
FILTER CLOTH
1'-6" MIN.
PLAN
TEMPORARY ROCK CHECK DAM
NOT TO SCALE
SILT FENCE
TEMPORARY EQUIPMENT
CROSSINGWETLAND
TIMBER MATS WITH
SIDEBOARDS ON MAT
AND GEOTEXTILE FABRIC
BENEATH
WATTLE OR OTHER BARRIER
TO BE REPLACED AT THE
END OF EACH WORK DAY
(TYP)
STAKED HAY
BALE (TYP)
20'-0"
TEMPORARY WETLAND CROSSING
NOT TO SCALE
LIMITS OF DISTURBANCE
STREAM PUMP AROUND
NOT TO SCALE
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C10.1
N/A
N/A
DKD
JPM
JPM
DITCH DETAILS
SILT FENCE MAY BE REQUIRED BEHIND BERM.
DITCH SHOULD HAVE MINIMUM LONGITUDINAL SLOPE OF 1.0%.
2.
1.
NOTE:
NATURAL
G
R
O
U
N
D
FINISH GR
A
D
E
DEPTH OF PERMANENT DITCH
NAT
U
R
A
L

G
R
O
U
N
D
SIDE SLOPE
INSPECT PERMANENT DIVERSIONS AFTER EVERY RAINFALL DURING THE CONSTRUCTION OPERATION.
MAINTENANCE NOTE:
IMMEDIATELY REMOVE ANY OBSTRUCTIONS FROM THE FLOW AREA, AND REPAIR THE DIVERSION RIDGE.
CHECK OUTLETS, AND MAKE TIMELY REPAIRS AS NEEDED. MAINTAIN THE VEGETATION IN A VIGOROUS,
HEALTHY CONDITION AT ALL TIMES.
STABILIZE, SEED, AND MULCH IMMEDIATELY AFTER INSTALLATION.3.
* BOTTOM WIDTH (O FT)
2' MIN.
COMPACTED BERM
(BORROW AREA)
MAY BE REQUIRED
PERMANENT DITCH (PD)
NOT TO SCALE
DITCH NO.CONTRIBUTING
AREA (AC)
LENGTH
(FT)
BOTTOM
WIDTH (FT)
SIDE SLOPES
(xH:1V)
DEPTH
(FT)
SLOPE OF
DITCH (FT/FT)
SHEAR
STRESS (PSF)
CHECK DAM
SPACING (FT)
CHANNEL
LINING TYPE
1 0.39 726 1.00 2 1.50 0.110 1.72 14 Synthetic Mat
2 1.44 704 1.00 2 1.50 0.110 3.77 14 Rip Rap D50 (12")
3 0.29 224 1.00 2 1.50 0.050 1.12 30 Straw with Net
4 2.86 258 2.50 2 1.50 0.090 3.78 17 Rip Rap D50 (12")
5 0.14 253 1.00 2 1.50 0.047 0.73 32 Synthetic Mat
6 0.24 216 1.00 2 1.50 0.050 1.02 30 Synthetic Mat
7 0.31 98 1.00 2 1.50 0.194 3.48 8 Rip Rap D50 (12")
ANCHOR BELL PLACE
DITCH NO.CONTRIBUTING
AREA (AC)
LENGTH
(FT)
BOTTOM
WIDTH (FT)
SIDE SLOPES
(xH:1V)
DEPTH
(FT)
SLOPE OF
DITCH (FT/FT)
SHEAR
STRESS (PSF)
CHECK DAM
SPACING (FT)
CHANNEL
LINING TYPE
1 0.20 202 1.00 2 1.50 0.026 0.57 58 Straw with Net
2 0.57 567 1.00 2 1.50 0.117 1.89 13 Synthetic Mat
3 0.46 233 1.00 2 1.50 0.117 1.69 13 Synthetic Mat
4 1.46 435 1.00 2 1.50 0.082 1.96 18 Synthetic Mat
5 1.47 139 2.50 2 1.50 0.150 3.82 10 Rip Rap D50 (12")
SAILMAKER COURT
SKYSAIL POINT
DITCH NO.CONTRIBUTING
AREA (AC)
LENGTH
(FT)
BOTTOM
WIDTH (FT)
SIDE SLOPES
(xH:1V)
DEPTH
(FT)
SLOPE OF
DITCH (FT/FT)
SHEAR
STRESS (PSF)
CHECK DAM
SPACING (FT)
CHANNEL
LINING TYPE
1 0.94 1019 1.00 2 1.50 0.061 1.75 25 Synthetic Mat
2 0.66 945 1.00 2 1.50 0.061 1.46 25 Synthetic Mat
3 1.61 128 4.00 2 1.50 0.160 3.90 9 Rip Rap D50 (12")
BALLAST LANE
DITCH NO.CONTRIBUTING
AREA (AC)
LENGTH
(FT)
BOTTOM
WIDTH (FT)
SIDE SLOPES
(xH:1V)
DEPTH
(FT)
SLOPE OF
DITCH (FT/FT)
SHEAR
STRESS (PSF)
CHECK DAM
SPACING (FT)
CHANNEL
LINING TYPE
1 1.06 268 1.00 2 1.50 0.107 3.18 14 Rip Rap D50 (12")
2 0.45 201 1.00 2 1.50 0.110 1.68 14 Synthetic Mat
3 1.08 350 1.00 2 1.50 0.094 1.97 16 Synthetic Mat
4 0.13 109 1.00 2 1.50 0.115 1.22 13 Straw with Net
DITCH NO.CONTRIBUTING
AREA (AC)
LENGTH
(FT)
BOTTOM
WIDTH (FT)
SIDE SLOPES
(xH:1V)
DEPTH
(FT)
SLOPE OF
DITCH (FT/FT)
SHEAR
STRESS (PSF)
CHECK DAM
SPACING (FT)
CHANNEL
LINING TYPE
1 0.35 624 1.00 2 1.50 0.098 1.49 15 Synthetic Mat
2 0.89 578 1.00 2 1.50 0.098 1.97 15 Synthetic Mat
3 1.25 43 2.00 2 1.50 0.140 3.90 11 Rip Rap D50 (12")
BATTEN COURT
TOPMAST COURT
DITCH NO.CONTRIBUTING
AREA (AC)
LENGTH
(FT)
BOTTOM
WIDTH (FT)
SIDE SLOPES
(xH:1V)
DEPTH
(FT)
SLOPE OF
DITCH (FT/FT)
SHEAR
STRESS (PSF)
CHECK DAM
SPACING (FT)
CHANNEL
LINING TYPE
1 0.17 280 1.00 2 1.50 0.030 0.58 50 Straw with Net
2 0.29 201 1.00 2 1.50 0.030 0.77 50 Straw with Net
3 0.15 280 1.00 2 1.50 0.125 1.12 12 Synthetic Mat
4 0.51 491 1.00 2 1.50 0.082 1.60 18 Synthetic Mat
5 0.36 647 1.00 2 1.50 0.047 0.88 32 Synthetic Mat
6 0.74 399 1.00 2 1.50 0.090 1.68 17 Synthetic Mat
7 0.34 174 1.00 2 1.50 0.070 1.15 21 Synthetic Mat
8 0.14 153 1.00 2 1.50 0.150 1.22 10 Synthetic Mat
9 4.67 250 4.00 2 1.50 0.088 3.69 17 Rip Rap D50 (12")
TOPSAIL POINT
DITCH NO.CONTRIBUTING
AREA (AC)
LENGTH
(FT)
BOTTOM
WIDTH (FT)
SIDE SLOPES
(xH:1V)
DEPTH
(FT)
SLOPE OF
DITCH (FT/FT)
SHEAR
STRESS (PSF)
CHECK DAM
SPACING (FT)
CHANNEL
LINING TYPE
1 0.54 163 1.00 2 1.50 0.040 0.99 38 Straw with Net
2 0.94 209 1.00 2 1.50 0.050 1.15 30 Synthetic Mat
3 1.72 213 2.00 2 1.50 0.130 3.62 12 Rip Rap D50 (12")
4 0.33 490 1.00 2 1.50 0.085 1.30 18 Synthetic Mat
5 0.34 167 1.00 2 1.50 0.140 2.87 11 Rip Rap D50 (12")
6 1.20 828 1.00 2 1.50 0.080 1.98 19 Synthetic Mat
7 1.28 130 3.00 2 1.50 0.200 3.85 8 Rip Rap D50 (12")
WATER COLOR POINT
DITCH NO.CONTRIBUTING
AREA (AC)
LENGTH
(FT)
BOTTOM
WIDTH (FT)
SIDE SLOPES
(xH:1V)
DEPTH
(FT)
SLOPE OF
DITCH (FT/FT)
SHEAR
STRESS (PSF)
CHECK DAM
SPACING (FT)
CHANNEL
LINING TYPE
1 0.09 116 1.00 2 1.50 0.015 0.25 100 Straw with Net
2 0.44 151 1.00 2 1.50 0.015 0.56 100 Straw with Net
3 1.29 1123 1.00 2 1.50 0.084 1.85 18 Synthetic Mat
4 0.33 1206 1.00 2 1.50 0.084 1.29 18 Synthetic Mat
5 0.47 575 1.00 2 1.50 0.084 1.56 18 Synthetic Mat
6 2.15 121 4.00 2 1.50 0.150 3.96 10 Rip Rap D50 (12")
ANCHOR WATCH TERRACE
DITCH NO.CONTRIBUTING
AREA (AC)
LENGTH
(FT)
BOTTOM
WIDTH (FT)
SIDE SLOPES
(xH:1V)
DEPTH
(FT)
SLOPE OF
DITCH (FT/FT)
SHEAR
STRESS (PSF)
CHECK DAM
SPACING (FT)
CHANNEL
LINING TYPE
1 0.17 293 1.00 2 1.50 0.111 1.10 14 Synthetic Mat
2 0.18 263 1.00 2 1.50 0.111 1.14 14 Synthetic Mat
3 0.36 160 1.00 2 1.50 0.034 0.76 44 Straw with Net
4 1.09 111 1.00 2 1.50 0.034 1.32 44 Straw with Net
5 3.17 360 2.00 2 1.50 0.100 3.81 15 Rip Rap D50 (12")
6 0.31 200 1.00 2 1.50 0.035 0.77 43 Straw with Net
7 0.32 79 1.00 2 1.50 0.260 3.41 6 Rip Rap D50 (12")
WINDJAMMER COURT
WINDSAIL POINT
DITCH NO.CONTRIBUTING
AREA (AC)
LENGTH
(FT)
BOTTOM
WIDTH (FT)
SIDE SLOPES
(xH:1V)
DEPTH
(FT)
SLOPE OF
DITCH (FT/FT)
SHEAR
STRESS (PSF)
CHECK DAM
SPACING (FT)
CHANNEL
LINING TYPE
1 0.31 427 1.00 2 1.50 0.133 1.75 11 Synthetic Mat
2 0.29 459 1.00 2 1.50 0.133 1.68 11 Synthetic Mat
3 0.32 51 1.00 2 1.50 0.190 3.49 8 Rip Rap D50 (12")
4 0.30 31 1.00 2 1.50 0.190 3.37 8 Rip Rap D50 (12")
DITCH NO.CONTRIBUTING
AREA (AC)
LENGTH
(FT)
BOTTOM
WIDTH (FT)
SIDE SLOPES
(xH:1V)
DEPTH
(FT)
SLOPE OF
DITCH (FT/FT)
SHEAR
STRESS (PSF)
CHECK DAM
SPACING (FT)
CHANNEL
LINING TYPE
1 2.20 1443 1.00 2 1.50 0.030 1.00 50 Synthetic Mat
2 0.14 155 1.00 2 1.50 0.030 0.53 50 Straw with Net
3 0.99 780 1.00 2 1.50 0.115 3.87 13 Rip Rap D50 (12")
4 0.61 720 1.00 2 1.50 0.115 1.94 13 Synthetic Mat
5 0.34 600 1.00 2 1.50 0.044 1.11 34 Straw with Net
6 0.28 450 1.00 2 1.50 0.044 1.00 34 Straw with Net
7 0.63 190 2.00 2 1.50 0.190 3.69 8 Rip Rap D50 (12")
FILL SLOPE (3:1 MAX.)
2' MIN.
SILT FENCE MAY BE REQUIRED BEHIND BERM.
DITCH SHOULD HAVE MINIMUM LONGITUDINAL SLOPE OF 1.0%.
2.
1.
NOTE:
NATURAL
G
R
O
U
N
D
FINISH GR
A
D
E
2' MIN.
DEPTH OF TEMPORARY DITCH,
COMPACTED BERM
NAT
U
R
A
L

G
R
O
U
N
D
(BORROW AREA)SIDE SLOPE
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE
TEMPORARY DITCH MAINTENANCE NOTE:
SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND
MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE
THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY
STABILIZE IT.
STABILIZE, SEED, AND MULCH IMMEDIATELY AFTER INSTALLATION.3.
* BOTTOM WIDTH
TEMPORARY DIVERSION DITCH (TDD)
NOT TO SCALE
BINNACLE PLACE
WATERSAIL WAY
DITCH NO.CONTRIBUTING
AREA (AC)
LENGTH
(FT)
BOTTOM
WIDTH (FT)
SIDE SLOPES
(xH:1V)
DEPTH
(FT)
SLOPE OF
DITCH (FT/FT)
SHEAR
STRESS (PSF)
CHECK DAM
SPACING (FT)
CHANNEL
LINING TYPE
1 2.25 1443 1.00 2 1.50 0.073 1.97 21 Synthetic Mat
2 0.52 971 1.00 2 1.50 0.073 1.48 21 Synthetic Mat
3 2.77 173 5.00 2 1.50 0.170 3.90 9 Rip Rap D50 (12")
DITCH NO.CONTRIBUTING
AREA (AC)
LENGTH
(FT)
BOTTOM
WIDTH (FT)
SIDE SLOPES
(xH:1V)
DEPTH
(FT)
SLOPE OF
DITCH (FT/FT)
SHEAR
STRESS (PSF)
CHECK DAM
SPACING (FT)
CHANNEL
LINING TYPE
1 1.02 400 1.00 2 1.50 0.090 1.99 17 Synthetic Mat
2 0.29 158 1.00 2 1.50 0.090 1.15 17 Synthetic Mat
3 0.06 115 1.00 2 1.50 0.056 0.52 27 Straw with Net
4 2.24 320 1.00 2 1.50 0.056 1.93 27 Synthetic Mat
5 0.07 112 1.00 2 1.50 0.056 0.57 27 Straw with Net
6 1.22 510 1.00 2 1.50 0.069 1.78 22 Synthetic Mat
7 0.79 525 1.00 2 1.50 0.090 1.95 17 Synthetic Mat
8 0.50 190 1.00 2 1.50 0.037 1.07 41 Straw with Net
9 0.26 405 1.00 2 1.50 0.086 1.16 17 Synthetic Mat
9A 0.79 420 1.00 2 1.50 0.086 1.89 17 Synthetic Mat
10 1.29 295 1.00 2 1.50 0.014 0.72 107 Straw with Net
11 0.24 255 1.00 2 1.50 0.014 0.39 107 Straw with Net
12 0.62 570 1.00 2 1.50 0.021 0.78 71 Straw with Net
13 1.24 260 1.00 2 1.50 0.021 1.08 71 Straw with Net
14 0.26 380 1.00 2 1.50 0.014 0.41 107 Straw with Net
15 1.54 525 1.00 2 1.50 0.033 1.28 45 Synthetic Mat
16 1.72 430 1.00 2 1.50 0.031 1.28 48 Synthetic Mat
17 0.12 220 1.00 2 1.50 0.031 0.45 48 Straw with Net
18 0.81 325 1.00 2 1.50 0.049 1.26 31 Synthetic Mat
19 0.17 275 1.00 2 1.50 0.022 0.46 68 Straw with Net
20 0.52 415 1.00 2 1.50 0.022 0.74 68 Straw with Net
21 0.11 175 1.00 2 1.50 0.026 0.42 58 Straw with Net
22 0.25 175 1.00 2 1.50 0.026 0.58 58 Straw with Net
23 0.13 180 1.00 2 1.50 0.024 0.43 63 Straw with Net
24 0.28 175 1.00 2 1.50 0.024 0.58 63 Straw with Net
25 1.08 330 1.00 2 1.50 0.044 1.27 34 Synthetic Mat
26 1.75 435 1.00 2 1.50 0.017 0.97 88 Straw with Net
27 0.17 215 1.00 2 1.50 0.067 1.05 22 Straw with Net
28 0.50 305 1.00 2 1.50 0.039 1.12 38 Straw with Net
29 0.13 175 1.00 2 1.50 0.014 0.29 107 Straw with Net
30 0.34 250 1.00 2 1.50 0.033 0.81 45 Straw with Net
31 1.92 325 2.50 2 1.50 0.140 3.66 11 Rip Rap D50 (12")
32 0.30 375 1.00 2 1.50 0.078 1.16 19 Synthetic Mat
33 0.24 260 1.00 2 1.50 0.078 1.41 19 Straw with Net
34 0.25 300 1.00 2 1.50 0.123 2.22 12 Rip Rap D50 (12")
35 0.60 290 2.00 2 1.50 0.169 3.30 9 Rip Rap D50 (12")
36 0.30 165 1.00 2 1.50 0.014 0.44 107 Straw with Net
37 1.12 735 1.00 2 1.50 0.043 1.34 35 Synthetic Mat
38 0.64 698 1.00 2 1.50 0.043 1.36 35 Straw with Net
39 1.14 297 1.50 2 1.50 0.111 3.53 14 Rip Rap D50 (12")
40 0.66 180 1.00 2 1.50 0.128 3.43 12 Rip Rap D50 (12")
DITCH NO.CONTRIBUTING
AREA (AC)
LENGTH
(FT)
BOTTOM
WIDTH (FT)
SIDE SLOPES
(xH:1V)
DEPTH
(FT)
SLOPE OF
DITCH (FT/FT)
SHEAR
STRESS (PSF)
CHECK DAM
SPACING (FT)
CHANNEL
LINING TYPE
1 0.17 390.0 1.00 2 1.50 0.1180 1.15 13 Synthetic Mat
2 0.86 590.0 1.00 2 1.50 0.1180 3.30 13 Rip Rap D50 (12")
3 6.85 125.0 2.00 2 1.50 0.0560 3.93 27 Rip Rap D50 (12")
4 0.12 165.0 1.00 2 1.50 0.1080 0.89 14 Synthetic Mat
5 0.05 95.0 1.00 2 1.50 0.1080 0.54 14 Synthetic Mat
STARBOARD COURT
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C10.2
N/A
N/A
DKD
PMN
JPM
DETAILS 2'-0"3'-0"2'-2"4"
BACKFILL TRENCH
FILTER FABRIC
STEEL POST
GROUND LINE
STEEL POSTMIN.
BURIED FILTER FABRIC
6' MAX. STANDARD STRENGTH FABRIC WITHOUT WIRE FENCE
STAY WIRES MIN. #14 GAUGE
TOP STRAND MIN. #10 GAUGE
LINE WIRES MIN.BOTTOM STRAND MIN. #10 GAUGE#112-1/2 GAUGE8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE
8"
MIN.
AND COMPACT
THOROUGHLY
NOTES:
1. WIRE SHALL BE A MINIMUM OF 32" IN WIDTH AND SHALL HAVE A
MINIMUM OF 6 LINE WIRES W/12" STAY SPACING.
2. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH AND SHALL
BE FASTENED ADEQUATELY TO THE WIRE AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 5' 0" IN HEIGHT AND BE OF SELF
FASTENER ANGLE STEEL TYPE.
4. SILT FENCE SHALL BE INSTALLED ON ROW OR TWS ALONG
DOWNHILL SIDE OF EASEMENT. SILT FENCE IS OFFSET FROM
ROW OR TWS ON EROSION CONTROL PLAN SHEETS FOR DISPLAY
PURPOSES ONLY.
5. SYNTHETIC FILTER FABRIC OF AT LEAST 95% WEIGHT OF
POLYOLEFINS OR POLYESTER, WHICH IS CERTIFIED BY THE
MANUFACTURER OR SUPPLIER AS CONFORMING TO THE
REQUIREMENTS IN ASTM D 6461.
MAINTENANCE NOTES:
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
LINE OF POST BEYOND
SUPPORT WIRE
6' MAX.
PLAN
SECTION A - A
ELEVATION
1.25'
8' MAX.
AT LOW POINTS
PLACE POST
SLOPE
HARDWARE CLOTH
SEE SILT FENCE DETAIL FOR MAINTENANCE NOTES.
MAINTENANCE NOTES:
20'' WATTLE
WOODEN STAKES (TYP.)
WOODEN STAKES
SILT FENCE POST
WOODEN STAKES
1.25'
6'
20'' WATTLE
20'' WATTLE
1.25'
HARDWARE CLOTH
2'2'
2' OVERLAP FROM EDGE OF
SILT FENCE TO END OF
WATTLE. WATTLE TO BE
INSTALLED AGAINST SILT
FENCE TO ENSURE NO WATER
BYPASSES WATTLES.
A
A
LINE OF POST BEYOND
SUPPORT WIRE
6' MAX.
PLAN
SECTION A - A
ELEVATION
1.25'
8' MAX.
AT LOW POINTS
PLACE POST
SLOPE
HARDWARE CLOTH
PLAN VIEW LOCATION ALONG EASEMENT
SILT FENCE OUTLETSILT FENCE
DENUDED LIMITS
EASEMENT
SEE SILT FENCE DETAIL FOR MAINTENANCE NOTES.
MAINTENANCE NOTES:
20'' WATTLE
WOODEN STAKES (TYP.)
WOODEN STAKES
SILT FENCE POST
WOODEN STAKES
1.25'
6'
20'' WATTLE
20'' WATTLE
COIR MATTING
(TYP.)
1.25'
HARDWARE CLOTH
2'2'
2' OVERLAP FROM EDGE OF SILT
FENCE TO END OF WATTLE.
WATTLE TO BE INSTALLED
AGAINST SILT FENCE TO
ENSURE NO WATER BYPASSES
WATTLES.
A
A
5'
10'
WATER FLOW
SILT FENCE OUTLET J-HOOK
SPECIFICATIONS AND MAINTENANCE
SILT FENCE OUTLET J-HOOK DETAIL
NOT TO SCALE
SILT FENCE OUTLET DETAIL
NOT TO SCALE
GUIDELINES FOR TEMPORARY
SILT FENCE DETAIL
NOT TO SCALE
(IN.)
DEPTH LINING
CLASSIFICATION
OUTLET Do La W
(FT.)(FT.)(IN.)N0.
NOTE:
STONE CLASSIFICATIONS OF CLASS A REQUIRE A SUBLAYER OF FILTER
FABRIC OR FS-2 FILTER STONE WITH A BEDDING THICKNESS OF 6".
SECTION B-B
PLAN VIEW
FES (FLARED END SECTION)
RIPRAP TO EXTEND OVER
TOP OF FES
CHANNEL
BOTTOM
SILT FENCE TO BE
INSTALLED OVER
TOP OF FES
SILT FENCE
CLASS A9.611.09.518PIPE 1
RIPRAP OUTLET PROTECTION
NOT TO SCALE
FLARED END PROTECTION
NOT TO SCALE
OUTLET CHART
FINISH GRADE
CLASS B RIP RAP
CLASS B RIP RAP
NCDOT #5 OR #57 WASHED STONE
FLO
W
FLO
W
3'1.0'1'
SECTION
PIPE
PERSPECTIVE VIEW
1' THICK x 2' HIGH (MIN.)
#5 WASHED STONE
FLO
W FLOWGENERAL NOTES:PIPE
RIP RAP HEADWALL, 1' MIN
HEIGHT FROM ROAD SHOULDER
1.5'8' MINIMUM
PIPE INVERT 36" MAX
1. GRAVEL AND RIP RAP FILTER BERM BASIN SHOULD BE USED TO
PROTECT PIPE INVERTS THAT DRAIN 10 ACRES OR LESS.
2. DIMENSIONS SHOWN ARE THE MINIMUM ACCEPTED UNLESS
OTHERWISE NOTED.
3.IN LIEU OF RING FILTER, THE OUTLET PIPE MAY BE COVERED WITH
HARDWARE CLOTH, RIP RAP AND WASHED STONE WHERE A SPILLWAY
IS NOT REQUIRED.
MAINTENANCE NOTES:
INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH
SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR
IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE SEDIMENT STORAGE
AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS
ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE
SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND
REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED FROM THE
STONE HORSESHOE MUST BE REPLACED IMMEDIATELY.
AFTER ALL THE SEDIMENT PRODUCING AREAS HAVE BEEN PERMANENTLY
STABILIZED, REMOVE THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT.
SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND PROVIDE
PERMANENT GROUND COVER.
ROCK PIPE INLET PROTECTION
NOT TO SCALE
CLASS APIPE 2
CLASS APIPE 3
CLASS APIPE 4
CLASS APIPE 5B
CLASS APIPE 6B
CLASS APIPE 8
CLASS APIPE 9
CLASS APIPE 9A
CLASS APIPE 10
CLASS APIPE 11
CLASS APIPE 12
CLASS APIPE 12A
CLASS APIPE 13
CLASS APIPE 15
CLASS APIPE 16
CLASS APIPE 17
CLASS APIPE 18
CLASS APIPE 20
CLASS APIPE 21
CLASS APIPE 22
CLASS APIPE 23B
10.813.011.018
9.611.09.518
9.611.09.518
9.611.09.518
9.611.09.518
9.611.09.518
9.611.09.518
10.815.013.024
9.611.09.518
9.611.09.518
9.611.09.518
9.611.09.518
9.611.09.518
9.611.09.518
9.611.09.518
9.611.09.518
9.611.09.518
9.611.09.518
9.611.09.518
9.611.09.518
10.815.013.024
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C10.3
N/A
N/A
DKD
PMN
JPM
SEDIMENT BASIN DETAILS
WATER ENTRY UNIT
"C" ENCLOSURE
ARM ASSEMBLY
PVC END CAP
PVC ELBOW
PVC END CAP
PVC PIPE
1/2" HOLES IN
UNDERSIDEPVC TEE
PERSPECTIVE VIEW
WATER SURFACE
PVC VENT
PIPE
SCHEDULE 40
PVC PIPE
ORIFICE
PLATEPVC TEE
SCHEDULE 40
PVC PIPE
FLEXIBLE
HOSE
END VIEW FRONT VIEW
SKIMMER
NOT TO SCALE
SEDIMENT BASIN WITH SKIMMER
NOT TO SCALE
NOTES:
1.REFER TO NCESCPDM SECTION #6.64 FOR
ADDITIONAL DESIGN SPECIFICATIONS
REGARDING SKIMMER SEDIMENT BASINS.
2.REFER TO BAFFLE DETAIL FOR SPACING AND
INSTALLATION OF BAFFLES.
3.ALL SKIMMER BASIN DEWATERING TIMES ARE 3
DAYS.
4. STABILIZE, SEED, AND MULCH BASIN
SLOPES IMMEDIATELY AFTER CONSTRUCTION
DRAINAGE
AREA (ACRES)
MIN.
LENGTH TO
WIDTH RATIO
MAX.
LENGTH TO
WIDTH RATIO
MIN.
VOLUME
REQUIRED
SURFACE
AREA
REQUIRED
< 10 AC.
2:1
6:1
1800
(CU. FT.
PER AC.
DISTURBED)
325
(SQ. FT. PER
CFS Q10)
SKIMMER SEDIMENT BASIN DESIGN
CRITERIA Z=5' MAX.
ANTI-SEEP
COLLAR
W=5' MIN.
10'
MIN.
INFLOW
STRUCTURE
PLAN VIEW
CROSS-SECTION VIEW
SKIMMER
DEWATERING
DEVICE
EMBANKMENT
BAFFLES
AVERAGE
WIDTH W =
AREA*
L
* AREA OF BASIN WATER SURFACE AT
TOP OF PRINCIPAL SPILLWAY
EMERGENCY
SPILLWAY
1' FREEBOARD
EMBANKMENT
T=1.5' MIN.
BAFFLES
(3' MIN.)
SEDIMENT
STORAGE ZONE
FILTER FABRIC
DEWATERING
ZONE
INFLOW
STRUCTURE
OR DITCH
EMERGENCY
SPILLWAY
H=SED. DEPTH
DEWATERING PIPE
SEE NOTE 3 FOR BASINS.
0.5' FLOW MIN.
RIPRAP SPILLWAY WITH
GEOTEXTILE LINER
2
1
2
1
EROSION CONTROL PHASE I
DRAINAGE
AREA
(ACRES)
DENUDED
AREA
(ACRES)
BASIN VOLUME
REQUIRED PROVIDED
(CUBIC FT.)
CLEANOUT
DEPTH (FT.)
H/2(CUBIC FT.)
(FEET)
H L T W
(FEET)(FEET)(FEET)BASIN
BASIN SURFACE AREA
REQUIRED PROVIDED
(SQ FT.)(SQ FT.)
(FEET)
Z SKIMMER
PIPE ORIFICE
DIAMETERDIAMETER
SKIMMER
Q10
SKIMMER
INVERT
0.5' TO NORMAL POOL
1 1.70 7.09 3,060 4,317 2,304 3,326 0.75 1.5 3.5 10 1.5 5 2.0 IN 1.25 IN BOTTOM
2 0.40 1.67 720 840 542 980 0.5 1 3 10 1.5 5 1.5 IN 0.75 IN BOTTOM
2A 0.45 1.88 630 770 610 904 0.5 1 3 10 1.5 5 1.5 IN 0.75 IN BOTTOM
1.70
0.40
0.35
ROCK RING
SCHEMATIC OF SKIMMER TAKEN FROM PENNSYLVANIA EROSION AND SEDIMENT POLLUTION CONTROL MANUAL, MARCH 2000.
MAINTENANCE NOTES:
INSPECT SKIMMER AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY.
ENSURE THE SKIMMER DOES NOT BECOME CLOGGED WITH DEBRIS OR SEDIMENT. IF SKIMMER BECOMES CLOGGED,
PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. IF THE SKIMMER ARM OR BARREL
PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBERS SNAKE OR
BY FLUSHING WITH WATER.
RIPRAP SLOPE
PROTECTION AT
INFLOW
SEDIMENT BASINS SPECIFICATIONS AND
MAINTENANCE
OUTLET STABILIZATION STRUCTURE
SPECIFICATIONS AND MAINTENANCE
3 1.58 6.59 2,124 2,342 2,141 2,635 0.5 1 3 10 1.5 5 1.5 IN 1.00 IN BOTTOM
4 1.28 4.89 1,314 2,046 1,590 1,636 0.75 1.5 3 10 1.5 5 1.5 IN 1.00 IN BOTTOM
5 2.87 8.98 2.826 3,024 2,917 3,247 0.5 1 3 10 1.5 5 1.5 IN 1.25 IN BOTTOM
1.18
0.73
1.57
6 0.51 2.13 918 993 691 1,142 0.5 1 3 10 1.5 5 1.5 IN 0.75 IN BOTTOM
7 2.90 12.11 5,220 9,790 3,936 6,207 0.5 1 3 10 1.5 5 2.5 IN 2.00 IN BOTTOM
8 2.20 7.65 2,700 3,633 2,485 2,777 0.75 1.5 3.5 10 1.5 5 1.5 IN 1.25 IN BOTTOM
0.51
2.90
1.50
9 3.84 9.84 3,330 3,392 3,198 3,697 0.5 1 3 10 1.5 5 1.5 IN 1.25 IN BOTTOM
10 1.65 6.88 2,700 3,102 2,236 2,387 0.5 1 3 10 1.5 5 1.5 IN 1.25 IN BOTTOM
11 2.31 7.06 3,060 5,305 2,296 2,300 1.5 3 5 10 1.5 5 2.0 IN 1.50 IN BOTTOM
1.85
1.50
1.70
12 1.90 4.62 900 1,879 1,502 2,081 0.5 1 3 10 1.5 5 1.5 IN 1.00 IN BOTTOM
12A 0.38 1.58 684 786 515 913 0.5 1 3 10 1.5 5 1.5 IN 0.75 IN BOTTOM
13 1.61 6.71 1,692 2,312 2,182 2,585 0.5 1 3 10 1.5 5 1.5 IN 1.00 IN BOTTOM
0.50
0.38
0.94
14 1.65 5.73 2,106 2,302 1,863 2,562 0.5 1 3 10 1.5 5 1.5 IN 1.00 IN BOTTOM
15 2.29 6.37 1,332 2,337 2,069 2,573 0.5 1 3 10 1.5 5 1.5 IN 1.00 IN BOTTOM
16 4.18 7.26 1,674 2,586 2,360 2,937 0.5 1 5 10 1.5 5 1.5 IN 1.25 IN BOTTOM
1.17
0.74
0.93
17 4.40 10.70 2,142 4,088 3,478 4,381 0.5 1 5 10 1.5 5 2.0 IN 1.50 IN BOTTOM
18 8.85 21.53 4,230 20,409 6,996 7,931 1.5 3 5 10 1.5 5 3.0 IN 2.50 IN BOTTOM
1.19
2.35
19 2.32 9.67 3,402 12,285 3,144 5,032 1.5 3 5 10 1.5 5 2.5 IN 2.00 IN BOTTOM1.89
BOTTOM
ELEVATION
441.50
420.00
423.00
436.00
432.00
438.00
439.00
431.50
439.00
450.00
439.00
446.00
451.00
438.00
448.00
452.00
452.00
745.00
480.00
499.00
R30.0'EP (TYP)10.0'10.0'10.0'30.0'50.0'TAPER60.0'
R/W
20.0'
EP
14.0'14.0'14.0'25.0'R1
2
.
5
'
F
O
C

(
T
Y
P
)
R1
2
.
5
'
FO
C

(
T
Y
P
)
R2.5'
EP (TYP)
109.7'
FOC
65.0'
FOC
100.0'
FOC
139.1'
TAPER
153.1'
199.8'
TAPER
30.0'
FOC
30.0'
FOC
60.0'R/W20.0'EP14.0'14.0'14.0'R51.0'R300.0'R300.0'20.0'R300.0'R35.0'
EPR50.0'R/WR25.0
'R/W20.0'EP60.0'R/WR3
5
.
0
'EPR35.0'EPR50.
0'
R/W
R
3
5
.
0
'
E
P
R25
.
0
'
R/
W
18.0'
EP
45.0'
R/W
18.0'EP45.0'R/W22.5'R25.0
'R/WR3
5
.
0
'
E
P R35.0'EPR35.0'
EP
R50.0'R/W
R25.0'R/WR30.0'EP (TYP)R25.0'
R/W (TYP)
18.0'
45.0'60.0
'
10.0' (T
Y
P
)
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C10.4
N/A
N/A
DKD
JPM
JPM
ROADWAY DETAILS
8"8" COMPACTED AGGREGATE
COMPACTED SUBGRADE
COMPACT TO 95%MODIFIED PROCTOR
OR PER GEOTECHNICAL REPORT
1.5" SF9.5A OR S9.5B
NOTE:
INSTALLATION SHALL BE IN
ACCORDANCE WITH NCDOT
SPECIFICATIONS.
ASPHALT PAVEMENT SECTION
NOT TO SCALE
SEE ASHPHALT PAVEMENT SECTION BELOW
NOTES:
A
MINIMUM VERTICAL CURVE "K" VALUES: 20/20 (CREST/SAG)
MINIMUM HORIZONTAL CURVE CENTERLINE RADIUS: 300 FT
1. COLLECTOR STREET ALIGNMENT: 60' R/W - 20' EP (WATERSAIL WAY ONLY)
GUIDELINES FOR PRIVATE STREET DESIGN:
MAXIMUM GRADE: 9%
CL
3 MAX.
1
(MIN)
1
2 MAX.
A
(MIN)
10'-0"
21'-0"
60' R-O-W
6'6'
10'-0"
SLOPE 3/8" PER FT.
2 MAX.
1
1
3 MAX.
COLLECTOR (60' R/W - 20' EP)
MINIMUM VERTICAL CURVE "K" VALUES: 10/10 (CREST/SAG)
MINIMUM HORIZONTAL CURVE CENTERLINE RADIUS: 150 FT
2. LOCAL STREET ALIGNMENT: (45' R/W - 18' EP)
MAXIMUM GRADE: 12% (EXCEPTION: WINDJAMMER COURT - 13.31%)
TYPICAL ROAD DESIGN PROFILES
NOT TO SCALE
(WATERSAIL WAY ONLY)
CL
(MIN)
A
(MIN)
10'-0"
21'-0"
60' R-O-W
6'6'
10'-0"
SLOPE 3/8" PER FT.
COLLECTOR (60' R/W - 20' EP) WITH GUARDRAIL
(WATERSAIL WAY ONLY)
(MIN)
3'
2 MAX.
1
(MIN)
3'
2 MAX.
1
CUL-DE-SAC DESIGN
COLLECTOR (60' R/W - 20' EP)
NOT TO SCALE
TYPICAL CUL-DE-SAC DESIGN
LOCAL STREET (45' R/W - 18' EP)
NOT TO SCALE
WATERSAIL WAY
ENTRANCE DESIGN
NOT TO SCALE
GATE HOUSE ENTRANCE DESIGN
NOT TO SCALE
OFFSET CUL-DE-SAC DESIGN
LOCAL STREET (45' R/W - 18' EP)
NOT TO SCALE
LOCAL STREET (45' R/W - 18' EP)
CL
3 MAX.
1
(MIN)
1
2 MAX.
A
(MIN)
9'-0"
19'-0"
45' R-O-W
4'4'
9'-0"
SLOPE 3/8" PER FT.
2 MAX.
1
1
3 MAX.
CL
(MIN)
A
5.0%5.0%
(MIN)
9'-0"
19'-0"
45' R-O-W
4'4'
9'-0"
SLOPE 3/8" PER FT.
LOCAL STREET (45' R/W - 18' EP) WITH GUARDRAIL
(MIN)
3'
2 MAX.
1
(MIN)
3'
2 MAX.
1
5.0%5.0%
5.0%5.0%
5.0%5.0%
5.0%5.0%
5.0%5.0%
GUARD RAIL PER NCDOT SPECIFICATIONS G
G
G G
G
TYPICAL INTERSECTION DESIGN
COLLECTOR/LOCAL STREET
NOT TO SCALELOCALLOCALCOLL
E
C
T
O
R
PROP. R/W
ROCKY POINT DRIVE(PRIVATE ROAD)ZION LEVEL CHURCH ROAD-(SR-1314)
60' PUBLIC R/W
DITCH DEPTH
1.5' MIN. (TYP)
2 MAX.
1
2 MAX.
1
2 MAX.
1
2 MAX.
1
DITCH DEPTH
1.5' MIN. (TYP)
COMPACTED 6" ABC
TRUCK TURNAROUND
LANDSCAPED MEDIAN (TYP)
EGDE OF PAVEMENT (EP)
1.5"
BASE COURSE (ABC)
NOTE:
ALL DIMENSIONS SHOWN ARE TO FACE
OF CURB (FOC).
2'-6" CURB AND GUTTER (TYP)
INSTALL PER NCDOT
STANDARD DETAIL 846.01
24" WIDE STOP BAR -
THERMOPLASTIC
DIRECTIONAL ARROWS -
THERMOPLASTIC
STOP SIGN
4" X 3' MINI SKIP -
THERMOPLASTIC
WHITE SOLID LINE MARKER -
THERMOPLASTIC
DOUBLE YELLOW CENTER
LINE - THERMOPLASTIC
NOTES:
1.ALL STRIPING SHALL BE PER LATEST NCDOT MINIMUM
CONSTRUCTION STANDARDS AND STANDARD DRAWINGS.
2.ALL SIGNAGE SHALL BE PER THE LATEST MUTCD.
STOP SIGN (TYP)
24" WIDE STOP BAR -
THERMOPLASTIC (TYP)
R85.0
'R/W
R
4
5
.
0
'
E
O
P
R30.0'FOC
R2.5'(TYP)60.0'60.0'R130.0'ENTRY RADIUSR65.0'INSCRIBED RADIUS20'15'R98.4'EXIT RADIUSR98.4
'EXIT
RAD
IUSR50.0
'R/WR50.0'R/WR
5
0
.
0
'
R/
W
R85.0'R/WR65.0'R50.0'R/W
R2.5'
(TYP)
R130.0'ENTRY
RA
DI
US R29.3'BOC200' (TYP)
100' (
T
Y
P
)R85.0' (TYP)R/W
R50.0' (TYP)R/WR50.0' (
T
Y
P)
R/W
R4
5
.
0
'
EO
P
R3
3
.
0
'
F
O
C
R
6
5
.
0
'
I
N
S
C
R
I
B
E
D

R
A
D
I
U
S
R5
0
.
0
'
R2.5'
(TYP)R130.0' (TYP)ENTRY RADIUSR10
0.
0
0' (
T
Y
P)
EXIT
R
A
DI
U
S
200' (TYP)
100' (TYP)
R50.0'
R/WR32.3'BOCR2.5'
(TYP)
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C10.5
N/A
N/A
DKD
JPM
JPM
ROUNDABOUT DETAILS
ROUND-A-BOUT DESIGN
NO. 1
NOT TO SCALE
ROUND-A-BOUT DESIGN
NO. 2
NOT TO SCALE
STANDARD ROUNDABOUT NOTES:
1.DETAILS SHOWN SHALL BE CONSTRUCTED IN ACCORDANCE WITH NCDOT
SUBDIVISION ROADS MINIMUM CONSTRUCTION STANDARDS AND NCDOT
ROADWAY DESIGN MANUAL.
2.ALL SIGNAGE SHALL BE INSTALLED AS PER MUTCD MANUAL
WATERSAIL WA
Y
WHITE WIDE (8" OR 12") 3'-3'/SP
MINI-SKIPS ENTRANCE LINE PER NCDOT
STANDARD DETAIL 1205.14 (TYP)
WATERSAIL WA
Y
WATERSAIL W
A
Y
WATE
R
S
AI
L
W
A
Y
SAILMAKER
COURTWATER COLOR POINTYIELD SIGN (TYP)
R1-2 (36" X 36" X 36")
ROUNDABOUT SIGN (TYP)
W2-6 (30" X 30")
ROUNDABOUT SIGN (TYP)
R6-4 (30" X 24")
5.0%
20'-0"
2 MAX.
1
1
3 MAX.
SECTION A-A' (ROUNDABOUT NO.1)
15'-0"
APRON WIDTHCIRCULATORY ROADWAY WIDTH
2.0%
5.0%
20'-0"
2 MAX.
1
1
3 MAX.
SECTION B-B' (ROUNDABOUT NO.2)
12'-0"66'-0"
APRON LANDSCAPED CENTRAL ISLANDCIRCULATORY ROADWAY WIDTH
130'-0"
INSCRIBED CIRCLE
(VARIES)
R/W
2.0%
B
B'
A
A'
2.0%2.0%
5.0%
20'-0"
2 MAX.
1
1
3 MAX.
15'-0"60'-0"
APRON WIDTHLANDSCAPED CENTRAL ISLAND CIRCULATORY ROADWAY WIDTH
130'-0"
INSCRIBED CIRCLE RADIUS
(VARIES)
R/W
2.0%2.0%2.0%
C/L
5.0%
2 MAX.
1
1
3 MAX.C/L
CONC. ISLAND (TYP)
MATCH TRAVEL LANE
(CONSTRUCT PER NCDOT
STANDARD DETAIL 852.01)
LANDSCAPED CENTRAL
ISLAND
LANDSCAPED CENTRAL ISLAND
CONC. ISLAND (TYP)
MATCH TRAVEL LANE
(CONSTRUCT PER NCDOT
STANDARD DETAIL 852.01)
24" X 36" YIELD STRIPE PER NCDOT
STANDARD DETAIL 1205.08 (TYP)
APPROACHING YIELD SIGN (TYP)
W3-2 (30" X 30")ROUNDABOUT SIGN (TYP)
W2-6 (30" X 30")
WHITE WIDE (8" OR 12") 3'-3'/SP
MINI-SKIPS ENTRANCE LINE PER NCDOT
STANDARD DETAIL 1205.14 (TYP)
YIELD SIGN (TYP)
R1-2 (36" X 36" X 36")
ROUNDABOUT SIGN (TYP)
R6-4 (30" X 24")
24" X 36" YIELD STRIPE PER NCDOT
STANDARD DETAIL 1205.08 (TYP)
APPROACHING YIELD SIGN (TYP)
W3-2 (30" X 30")
1"
SEE TYPICAL PAVEMENT
SECTION FOR PAVEMENT
DEPTH.
8" X 12" OR 18" CONCRETE
CURB PER NCDOT STANDARD
DETAIL 846.01 SEE DETAIL A
PROP. FLEXIBLE
PAVEMENT
6x6x8 WWF
(1.5" MIN COVER)
NOTES:
SUBGRADE SHALL BE COMPACTED TO 95% MODIFIED PROCTOR OR PER GEOTECHNICAL REPORT.
ROUNDABOUT CENTRAL ISLAND DETAIL A
2" RAD
1"
1
:
1
6" 3500 PSI CONCRETE
COMPACTED
AGGREGATE
BASE
APRON WIDTH (VARIES)
COMPACTED SUBGRADE
LANDSCAPED
CENTRAL ISLAND
8" COMPACTED AGGREGATE BASE
2.0%2.0%
DESCRIPTIONS DATE
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
06/28/19
07666-0001
REVIEW DRAWINGS
REV.NO.
REVISION
NOT FOR CONSTRUCTION
THE PENINSULA AT HYCO LAKE
PERSON COUNTY, NC
www.mckimcreed.com
NC License# F-1222
8020 Tower Point Drive
Phone: [phone], Fax: [phone]
Charlotte, North Carolina 28227
DKD
CIVIL ENGINEERWASTEWATER ENGINEER
C10.6
N/A
N/A
DKD
JPM
JPM
NCDOT DETAILS
STORM PIPE SCHEDULE
STORM STRUCTURE SCHEDULE
STRUCTURE
NO.STRUCTURE TYPE RIM
ELEVATION PIPE IN PIPE OUT
1 NCDOT STD. 840.14 421.42 -5B
2 NCDOT STD. 840.14 424.83 -6B
3 NCDOT STD. 840.14 467.54 -7B
4 NCDOT STD. 840.18 467.79 7 & 7B 7A
5 NCDOT STD. 840.18 442.30 19 19A
6 NCDOT STD. 840.18 442.24 19A 19B
7 NCDOT STD. 840.14 441.61 23A 23B
8 NCDOT STD. 840.14 441.63 23 23A
* PIPES SHALL BE BURRIED 1 FT.
1 509.00 504.13 64.0 0.076 18 1 CLASS III RCP
2 474.85 466.81 84.0 0.096 18 1 CLASS III RCP
3 459.17 454.00 68.0 0.076 18 1 CLASS III RCP
4 442.00 435.00 64.0 0.109 18 1 CLASS III RCP
5*408.89 408.62 50.0 0.005 102 1 CMP
5A*408.89 408.62 50.0 0.005 102 1 CMP
5B 418.21 417.00 56.0 0.022 18 1 CLASS III RCP
6*412.50 412.11 50.0 0.008 90 1 CMP
6A*412.50 412.11 50.0 0.008 90 1 CMP
6B 418.21 417.00 56.0 0.022 18 1 CLASS III RCP
7*460.50 456.18 88.0 0.049 36 1 CLASS III RCP
7A*456.18 455.25 20.0 0.047 36 1 CLASS III RCP
7B 462.71 460.00 56.0 0.048 18 1 CLASS III RCP
8 512.00 509.00 60.0 0.050 18 1 CLASS III RCP
9 502.50 502.00 54.0 0.009 18 1 CLASS III RCP
9A 495.00 488.78 70.0 0.089 24 1 CLASS III RCP
10 498.00 497.79 48.0 0.004 18 1 CLASS III RCP
11 497.78 497.40 68.0 0.006 18 1 CLASS III RCP
12 499.40 497.00 74.0 0.032 18 1 CLASS III RCP
12A 493.50 492.00 48.0 0.031 18 1 CLASS III RCP
13 493.00 490.82 56.0 0.039 18 1 CLASS III RCP
15 448.00 440.62 68.0 0.109 18 1 CLASS III RCP
16 452.19 444.00 80.0 0.102 18 1 CLASS III RCP
17 479.50 475.00 52.0 0.087 18 1 CLASS III RCP
18 456.16 452.24 68.0 0.058 18 1 CLASS III RCP
19*426.00 425.17 36.0 0.023 36 1 CLASS III RCP
19A*425.17 423.83 40.0 0.034 36 1 CLASS III RCP
19B*423.83 423.10 32.0 0.023 36 1 CLASS III RCP
20 458.00 455.27 44.0 0.062 18 1 CLASS III RCP
21 471.90 471.50 44.0 0.009 18 1 CLASS III RCP
22 468.80 460.00 72.0 0.122 18 1 CLASS III RCP
23 432.40 431.50 24.0 0.037 24 1 CLASS III RCP
23A 431.50 430.10 32.0 0.044 24 1 CLASS III RCP
23B 430.10 429.00 32.0 0.034 24 1 CLASS III RCP
PIPE
INVERT
UP
INVERT
DOWN
LENGTH
(FT)
SLOPE
(FT/FT)
DIAMETER
(IN)
NUMBER OF
PIPES
PIPE
CLASS
PIPE
MATERIAL