SW8140211_Approved Plans_20171201

DEVELOPER:
SEL PROPERTY INVESTORS, LLC
310 NORTH FRONT STREET
WILMINGTON NC 28401
ENGINEER !CIVIL)/LAND SURVEYOR:
PARAMOUNTE ENGINEERING, INC.
5911 OLEANDER DRIVE, SUITE 201
WILMINGTON, NORTH CAROLINA 28403
ATTN: TIM CLINKSCALES, P.E., P.L.S. [phone]
SEL PROPERTY INVESTORS
310 NORTH FRONT STREET
WILPZINGTON, NC 28401
...........
P4
NOTICE REQUIRED jQ
:S-F
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
rn
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF
PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR
TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. VICINITY MAP
CONTACT "CAROLINA ONE CALL" AT (NOT TO SCALE)
1-800-632-4949
SHEET INDEX
SHEET NUMBER
SHEET TITLE
C-0.0
COVER SHEET
C-1.0
NOTES
C-2.0-2.1
SITE PLAN
C-3.0-3.4
GRADING AND DRAINAGE PLAN
C-3.5-3.7
DRAINAGE AREA MAPS
C-5.3-C-5.4
DETAILS
C
Ila]
on,
CONTACT THESE UTILITIES
NEW HANOVER COUNTY PLANNING DEPARTMENT EIV
ATTN: LINDA PAINTER CAPE FEAR PUBLIC UTILITY AUTHORITY (WATER & SEWER)
PH: 910-798-7068 ATTN: FRANK STYERS z
PH: 910-332-6670 DEC 12017
PREPARED BY:
PIEDMONT NATURAL GAS
PROGRESS ENERGY CAR04 (402-
z
ATTN: KEVIN LEATHERWOOD lk • f
PH: 910-350-2242
ATTN: CARL PAQUET PH: 910-602-4304 PA
1K
EMERGENCY DIAL 911 BELL SOUTH PH " CD 1 114 E E-= F;,' I N <3; C-- I fq . e 028847
APDRINED
POLICE - FIRE - RESCUE ATTN: STEVE DAYVAULT WILMINGTON,NC FAYETfEVILLE, NC INA ENVIRCMMENTAL
PH: 910-392-8712
5911 Oleander Drive, Suite 201 ////'/C. CL% C;OIVINIESION
TIME WARNER CABLE Wilmington, North Carolina 28403 11/18/17
PH: 910-7634638 [phone] (0) [phone] (F)
NC License #: C-2846
PROJECT # 13146.PE

COORDINATION NOTES
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR
CONSTRUCTION OF THESE PLANS,
2. ALL WORK IS TO BE IN ACCORDANCE WITH NEW HANOVER COUNTY, AND THE STATE
OF NORTH CAROLINA.
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL
CONTROLS TO BE USED WITH THE PROJECT. iN ADDITION, THE CONTRACTOR IS TO
COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING ANY
WORK ASSOCIATED WITH THE SUBJECT PLANS. CONTRACTOR SHALL EMPLOY A
PROFESSIONAL SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S),
4. ANYTIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE
CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE
OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH
RE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT.
GENERAL NOTES
1. EXISTING CONDITIONS WERE TAKEN FROM A SURVEY COMPLETED BY PARAMOUNTE
ENGINEERING, INC. THE SURVEY SHALL BE FIELD VERIFIED BY CONTRACTOR AND ANY
DISCREPANCIES REPORTED TO THE OWNER, OWNERS REPRESENTATIVE, AND/OR ENGINEER
IMMEDIATELY.
2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON
THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL CASES. THE
CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY OBSERVATION,
ELECTRONIC DEVICES, HAND DIGGING, AND BY PERSONAL CONTACT WITH THE UTILITY
COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING OPERATIONS
O OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL BE
SO AST ELIMINATE M
RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY LINES
INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY
SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE
CABLES, WATER LINES, ETC...
3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE
DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED
UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT.
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE
TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT, AND MAINTAIN AT
ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS,
FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS
NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE
CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST
n
EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES:
NOTE: THESE EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES ARE INTENDED FOR
EACH "PHASE" OF CONSTRUCTION. THE ORDER AND STEPS TAKEN MUST BE IMPLEMENTED AS EACH
PART OF THE PROJECT IS DEVELOPED; WHETHER AS A WHOLE OR IN PHASES. ANY EROSION
CONTROL DEVICES/MEASURES MUST REMAIN IN PLACE UNTIL THE ENTIRE BASIN DESIGNED TO
HANDLE SEDIMENTATION AND EROSION iS STABILIZED AND ALL IMPROVEMENTS WITHIN THE BASIN
ARE COMPLETE.
1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION E RANCE(S), ESTABLISH THE LIMITS OF
DISTURBANCE, AND TEMPORARY SiLT FENCE.
2. CLEAR AND REMOVE FROM SITE ALL TREES (ONLY ONES TO BE REMOVED), ROOTS, ROOT MAT,
ETC. FROM THE AREA WITHIN THE DESIGNATED CLEARING LIMITS.
3. INSTALL REMAINING EROSION CONTROL MEASURES AS SHOWN ON THE PLANS WITHIN THE
AREA DISTURBED. ALL EROSION CONTROL MEASURES MUST BE INSTALLED BEFORE
COMMENCING CONSTRUCTION.
4. IMMEDIATELY UPON THE INSTALLATION OF ANY STORM DRAINAGE CATCH BASIN, DROP INLET,
ETC., THE CONTRACTOR SHALL INSTALL INLET PROTECTION TO STOP ANY SEDIMENT FROM
ENTERING THE DRAINAGE SYSTEM.
5. IMMEDIATELY UPON THE INSTALLATION OF ANY STORM DRAINAGE SYSTEM, THE CONTRACTOR
SHALL INSTALL OUTLET PROTECTION AS SHOWN ON THE PLANS AND DETAILS.
6. THE CONTRACTOR SHALL CONVERT THE SEDIMENT BASIN TO THE WET DETENTION POND ONCE
THE ENTIRE DRAINAGE BASIN IS FULLY STABILIZED. THE CONTRACTOR SHALL REMOVE ANY
SEDIMENT FROM THE POND AND ESTABLISH THE FINAL POND BOTTOM ELEVATION. ONCE ALL
CONSTRUCTION IS FINISHED WITHIN THE POND DRAINAGE AREA THE CONTRACTOR SHALL
REMOVE THE SKIMMER TO COMPLETE THE WET POND CONSTRUCTION.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO
PRE-CONSTRUTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY
INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION CONTROL MEASURES.
8. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, THE CONTRACTOR SHALL
CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL
FINAL INSPECTION AND APPROVAL BY NEW HANOVERCOUNTY. TY.
9. UPON RECEIVING FINAL INSPECTION AND APPROVAL BY NEW HANOVER COUNTY, THE
CONTRACTOR CAN REMOVE TEMPORARY EROSION CONTROL MEASURES.
10. THE CONTRACTOR SHALL CONTINUE TO WATER, FERTILIZE, MOW AND MAINTAIN
SPRIGGED, SODDED, AND PLANTED AREAS UNTIL ALL CONSTRUCTION iS COMPLETE.
PERMANENT SEEDING SCHEDULE - MIXTURE 5CP
Seeding Mixture
LEGEND
SPECIES RATE (LBIACRE)
CENTIPEDE GRASS 10-20
Seeding Dates
= EXISTING PROPERTY LINE
29
EXISTING CONTOUR
MARCH -JUKE
= EXISTING EASEMENT
PROPOSED SED CONTOUR
Soil Amendments
..- ; •,�, : : ,:::_
= PROPOSED CONCRETE SIDEWALK
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY
" "
EG=25•Q5
EXISTING SPOT ELEVATION
300 LB/ACRE 10-10-10 FERTILIZER.
•. v F ,,��s'*'"" �
PROPOSED BUILDING FOOTPRINT
Mulch
PG=25.05
PROPOSED EDGE OF PAVEMENT
= PROPOSED BUFFER
DO NOT MULCH.-
AREAS
_I
TW=25.05-,,,�,
PROPOSED SIDEWALK ELEVATION
Maintenance
FERTILIZE VERY SPARINGLY--20 LBIACRE NITROGEN IN SPRING WITH NO PHOSPHORUS.
= PROPOSED LANDSCAPE ISLANDS
TC=25.05
PROPOSED TOP OF CURB ELEVATION
CENTIPEDE GRASS CANNOT TOLERATE HiGH PH OR EXCESS FERTILIZER.
EXISTING
- TREE TO BE REMOVED
INLET PROTECTION
--WET--
WETLAND LINE
TEMPORARY SEED I T
EM SEEDING -LATE W N ER/EARLY SPRING
IPF
O
_ -
IRON PIPE FOUND
LOD
LIMITS OF DISTURBANCE
0IRF
= IRON ROD FOUND -
SF
SILT FENCE
Seeding Mixture
I:D CMF
= CONCRETE MONUMENT
-.�-..--
DRAINAGE FLOW PATH
WINTER AND EARLY SPRING}
= TELEPHONE PEDESTAL
C1-"I
DRAINAGE INLET LABEL
TR
= TRANSFORMER PEDESTAL (PAD)
SPECIES RATE (LB/ACRE)
-w
DROP INLET
RYE (GRAIN) 120
W-„---4--W.--
= EXISTING WATER MAIN
ANNUAL LESPEDEZA (KOBE IN PIEDMONT AND
COASTAL PLAIN, KOREAN IN MOUNTAINS) s0
__.._ se-___. �._.-_ - SS__ ­SS____ �_
= EXISTING SANITARY SEWER MAIN
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT
oxe ors -OM
_ EXISTING OVERHEAD' ELECTRIC
_
TO EXTEND BEYOND JUNE.
SUMMER
SPECIES RATE {LBlACRE1
GERMAN MILLET 40
EDITION OF CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO I HE MANUAL ON FALL
UNIFORM TRAFFIC CONTROL DEVICE" BY THE DOT. GENERAL EROSION AND SEDIMENT CONTROL NOTES:
5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE 1. THE EROSION CONTROL PLAN SHALL INCLUDE PROVISIONS FOR GROUNDCOVER ON ALL SPECIES RATE (LBIACRE)
WORK SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERTY DISPOSED EXPOSED PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, ALL SLOPES STEEPER RYE (GRAIN) 120
OF OFF -SITE. P THAN 3:1, AND ALL DISTURBED AREAS WITHIN THE HOW LNE WITHIN 7 CALENDAR DAYS FROM
THE LAST LAND DISTURBING ACTIVITY. GROUND COVER SHALL BE PROVIDED ON ALL OTHER
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTEED BY THE CONTRACTOR FOR A PERIOD DISTURBED AREAS WITHIN 14 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY. OF ONE YEAR AFTER THE OWNER ACCEPTS THE WORK. Seeding dates
2. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT COASTAL PLAIN - DEC.1-APR.15 - LATE WINTER AND EARLY SPRING
7. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL CENTER AT 1 (800) 6324949 AND CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE APRIL 15 - AUG.15 - SUMMER
ALLOW THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING, MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND AUG.15 - DEC.30 -FALL
SEDIMENT CONTROL HANDBOOK. (NO SEPARATE PAYMENT).
NPDES WATER QUALITY STABILIZATION TIME FRAMES
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
PERIMETER DiKES, SWALES, DiTCHES AND SLOPES
7 DAYS
NONE
HiGH QUALITY WATER (HQW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1,14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HOW ZONES
3. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY ONE WEEK PRIOR TO THE
Soil amendments
FRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND
A R
FOLLOW RECOMMENDATIONS OF SO ` IL TESTS OR APPLY 2 ,0 0 0 LB/ACRE E GROUND '
WETLAND NOTE
DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION.
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER,
1. WETLANDS EXIST AS SHOWN ON THE SITE PLAN. WETLANDS WERE DELINEATED BY LAND
4. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO CLEARING
Mulch
MANAGEMENT GROUP AND APPROVED ON DECEMBER 2, 2013.
O DISTURBANCE. T TEMPORARY CONSTRUCTION ENTRANCE SHOULD BE THE
AND/OR LAND DISTURBAN HE PORARY M
APPLY 4A00 LBIACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A
I�IC ACCESSIBILITY NOTES (CONT.):
NC ACCESSIBILITY NOTES (CONT.):
FIRST MEASURE INSTALLED.
MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A
RAMP P NOTES.
EXISTING UTILITY NOTES
5. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE
MULCH ANCHORING TOOL.
PARKING SPACE NOTI,S:
MAINTAINED ON THE SITE AT ALL TIMES.
1. ANY PART OF AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER THAN S/o
1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL LOCATION AND AVAILABILITY
Maintenance
SHALL BE CONSIDERED A RAMP.
1. ACCESSIBLE PARKEI JG SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE
OF ALL EXISTING AND PROPOSED UTILITIES IN THE FIELD PRIOR TO GROUND BREAKING.
6, PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON
REFERTLLIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE
o
ROUTES OF TRAVEL FROM ADJACENT PARKIN
N G TO AN ACCESSIBLE BUILDING
THESE PLANS (INCLUDING, BUT NOT LIMITED TO OFF -SITE BORROW OR WASTE AREAS,
2. THE MAXIMUM RUNNING SLOPE FORA RAMP SHALL BE 8.33 /o AND THE MAXIMUM -
ENTRANCE.
STAGING OR STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT A
)
AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
CROSS SLOPE SHALL BE 2.0%.
SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND TO
2. ACCESSIBLE PARK114G SPACES SHALL BE AT LEAST NINETY-SIX (96) INCHES WIDE,
NEW HANOVER COUNTY FOR APPROVAL. CONTRACTOR SHALL PAY ALL FEES REQUIRED AND
3. THE CLEAR WIDTH OF AN EXTERIOR RAMP RUN SHALL BE FORTY EIGHT INCHES NC
(
ACCESS AISLES SHAL _ BE 60 INCHES WIDE. ONE OF SIX ACCESSIBLE SPACES SHOULD
SITE NOTES:
S RE AT O SEPARATE PAYMENT. THE CONTRACTOR L
SHALL INSTALL NECESSARY MEASURES N M HSHALL
BUILDING CODE 1104.1). WHERE HANDRAILS ARE PROVIDED ON THE RAMP RUN, THE
,�
PROVIDE A VAN ACCESSIBLE AISLE. THE AISLE SHOULD BE 96 INCHES WIDE OR
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PROVIDE THE OWNER AND THE ENGINEER A COPY OF THE AMENDED PERMIT.
CLEAR WIDTH SHALL BE MEASURED BETWEEN THE HANDRAILS.
ACCESSIBLE SPACE I:I I I FEET AND ACCESS AISLE IS FIVE FEET). WHERE PARKING
1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE
SPACES AND ACCESS AISLES ARE MARKED WITH LINES, THE WIDTH MEASUREMENTS
OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLE
7. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION
NC ACCESSIBILITY NOTES.
4. THE RISE FOR ANY RAMP RUN SHALL BE THIRTY. 30 INCHES MAXIMUM.
{ )
SHALL BE MADE FROIt l CENTERLINE OF THE MARKINGS. WHERE P
E PARKING SPACES OR
FOR VERIFICATION OF ALL SETBACKS EASEMENTS AND DIMENSIONS SHOWN HEREON BEFORE
'
CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS
ACCESS AISLES ARE 1IOT'ADJACENT TO ANOTHER PARKING SPACE OR ACCESS AISLES
BEGINNING CONSTRUCTION.
DETERMINED BY EITHER THE REVIEWING AGENCY OR THE ENGINEER. (NO SEPARATE
` .
GENERAL: NOTES:
5. LANDINGS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF RAMPS. LANDINGS
MEASUREMENTS SHA!.L BE PERMITTED TO INCLUDE THE FULL WIDTH
TH OF THE LINE
PAYMENT).
)
1. SPECIAL ATTENTION SHALL BE GIVEN TO COMPLIANCE WITH AMERICANS WITH
SHALL HAVE A SLOPE NOT STEEPER THAN 2.0% IN ANY DIRECTION. THE LANDING
DEFINING THE PARKIN G SPACE OR ACCESS AISLE.
2. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND
DISABILITIES ACT 2010 ADA STANDARDS), TI•I'E NORTH CAROLINA BUILDING CODE/ANSI
{ )
CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING TO THE
LANDING. THE LANDING CLEAR LENGTH SHALL BE SIXTY 60 INCHES LONG MINIMUM.
{ )
3. PARKING ACCESS AISLES SHALL BE PART OF AN ACCESSIBLE ROUTE TO THE
RA,W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.
$. ALL DISTURBED AREAS ARE. TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALLAlAND
APPLICABLE LOCAL LAW
A 17,1, N APP S & REG€JLATlONS.
RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL HAVE A CLEAR
BUILDING OR FACILIn ENTRANCE AND SHALL COMPLY WITH PROVISIONS
3. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BE
TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SiT DEVELOPMENT
E DE L OPMENT UNTIL FINAL
STABILIZATION IS ACHIEVED.
2. IT IS ESSENTIAL THAT CONTRACTORS AREAWARE OF THE SITE ACCESSIBILITY
LANDING OF SIXTY (60) INCHES BY SIXTY (60) INCHES MINIMUM.
FORACCESSIBLE ROU FES. MARKED CROSSINGS SHALL BE PROVIDED WHERE THE
ACCESSIBLE ROUTE h IUST CROSS VEHICULAR TRAFFIC LANES.
PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.
REQUIREMENTS.
6. RAMP RUNS WITH A RISE GREATER THAN SIX (6) INCHES SHALL HAVE HANDRAILS ON
WHERE POSSIBLE, IT IS
PREFERABLE THAT T!- E ACCESSIBLE ROUTE NOT PASS BEHIND PARKED VEHICLES..
4. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN UNDISTURBED,
9. :ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE IMPROVED SHALL BE
< SODDED OR SEEDED AS INDICATED AND STABILIZED.
PARAMOUNTE ENGINEERING, INC. (PEI) HAS DEVELOPED THESE NOTES AND DETAILS
TO THAT CONTRACTORS ARE AWAFE OF THE REQUIREMENTS AT THE POINT IN
BOTH SIDES COMPLYING WITH THE AMERICANS WITH DISABILITIES ACT (2010 ADA
STANDARDS), THE NC BUILDING CODEIANSL Al17.1, AND APPLICABLE LOCAL LAWS &
�O 2
4• {) ACCESSIBLE PARKING SPACES MAY SHARE A COMMON ACCESS AISLE.
UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.
TIME WHEN THEYARE BIDDING THE PROJECT. IN ADDITION PEI HAS MADE A POINT' IN
REGULATIONS.
10. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED
THESE NOTES AND DETAILS, AS WELL AS IN OUR DRAWINGS, TO PROVIDE SLOPES /
5. ACCESS AISLES SHtaLL EXTEND THE FULL LENGTH OF THE PARKING SPACE THEY
5 . DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
FILTERING DEVICE PRIOR TO DISCHARGE ORECEIVI G OUT
H T N LET.
GRADES AND DIMENSIONS THAT COMPLY WITH THE AMERICANS WITH DISABILITIES ACT
7 .FLOOR SURFACES OF RAMPS AND LANDINGS SHALL BE STABLE, FIRM AND SLIP
SERVE.
( 2010 ADA STANDARDS), THE NORTH CAROLINA BUILDING CODE/ANS1 Al17.1 AND _
RESISTANT.
6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION OF
11. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLYAND
APPLICABLE LOCAL LAWS &REGULATIONS', IF THESE SLOPES /GRADES AND
6. ACCESS AISLES SH1 ALL BE MARKED SO AS TO DISCOURAGE -PARKIN # THEM.
G N H M.
AND AT LEAST A WEEK CONSTRUCTION
THE PROJECT N
-
AFTER EACH RUNOFF PRODUCING EVENT. ANY NECESSARY OR TO
8
DIMENSIONS ARE NOT ACHIEVABLE, THE CONTRACTOR IS REQUIRED TO CONTACT THE
8. EDGE PROTECTION COMPLYING WITH AMERICANS WITH DISABILITIES ACT 2010 ADA
{
MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL MADE
E WARD W
OWNER IMMEDIATELY BEFORE MOVING FOR WITH THE WORK.
STANDARDS), THE NC BUILDING CODE/ANSf A117.1, AND APPLICABLE LOCAL LAWS &
)
7. ACCESS AISLES SH��L L NOT OVERLAP THE VEHICULAR WAY. ACCESS AISLES SHALL.
E THE AREA OUTSIDE THE CONSTRUCTION LIMITS
7. THE GENERAL CONTRACTOR SHALL KEEP "
BROOM CLEAN AT ALL TIMES.
IMMEDIATELY.
3. THE CONTRACTOR SHALL NOTIFY PEI IMMEDIATELY OF ANY CONFLICT BETWEEN
S p
REGULATIONS SHALL BE PROVIDED ON EACH SIDE OF RAMP RUN AND ON EACH SEE
OF LANDINGS.
o
BE PERMITTED TO BE LACED ON EITHER SIDE OF HE
T PARKING SPACE F.XCEPTFOR
ANGLED VAN PARKING i SPACES WHICH SHALL HAVE ACCESS AISLES LOCATED
12. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY CONTRACTOR ONCE
THESE NOTES AND DETAILS AND OTHER PROJECT DRAWINGS, WHETHER BY PEI OR
RAMP
ON THE
PASSENGER SIDE OF "'HE PARKING SPACES.
8. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE
STABILIZATION OR A SUFFICIENT GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY
THE CONTRACTOR SHALL NOT PROCEED WITH THE WORK F
OTHERS. ONTRA N 0 D W H OR WHICH THE
9. WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP LANDING, MANEUVERING
DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A
THE ENGINEER. NO SEPARATE PAYMENT). HANOVER COUNTY`S FiNALAPPROVAL ISH
{ )
ALLEGED CONFLICT HAS BEEN DISCOVERED UNTIL SUCH ALLEGED CONFLICT AS E
BEEN
DISABILITIES C 01 D
E REQUIRED BY THE AMERICANS WITH DISA I ACT 2 0 ADA
CLEARANCES RHQU R (
8. FLOOR SURFACES { jF PARKING SPACE AN
S A ACCESS AISLE S SERVINGT HEM SHALL
RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPACKED IN ACCORDANCE WITH THE
REQUIRED.
RESOLVED. NO CLAIM SHALL BE MADE BY THE CONTRACTOR FOR DELAY OR DAMAGES
STANDARDS THE NC BUILDING CODE/ANSI A117.1 SHALL BE PERMITTED TO OVERLAP
BE STABLE, FIRM AND SLiPRESISTANT. ACCESS AISLES SHALL BE AT THE SAME LEVEL
SPECIFICATIONS.
AS A RESULT OF RESOLUTION OF ANY SUCH CONFLICT(S).
THE REQUIRED LANDING AREA. WHERE DOORS THAT ARE SUBJECT TO LOCKING ARE
AS THE PARKING SPACES THEY SERVE. CHANGES IN LEVEL ARE NOT PERMITTED.
UTILITIES. THE
9, CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND TI
13. TEMPORARYGRAVEL CONSTRUCTIONEN RANCE HALL BE E ALL CONSTRUCTION
GRA T S REQUIRED AT A TRUC iON
STAGING AREA ENTRANCES AND ALL CONSTRUCTION ACCESS LOCATIONS INTO NON -PAVED.
4. THESE ACCESSIBILITY OTES AND DE DETAILS INTENDED TO DEPICT
H EN TAI E CT SLOPE AND
8E SIZED PROVIDE
LANDING, LANDINGSSHALL I TO RO IDE A COMPLIANT
ADJACENT TO A RAMP 1 ,
TURNING SPACE.
9. PARKING SPACESA db ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT
�
LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE
AREA. (NO SEPARATE PAYMENT).
DIMENSIONAL REQUIREMENTS ONLY. REFER SIDEWALK, CURBING, AND
o
EXCEEDING 2.0 ! L '
/o N ALL DIRECTIONS.
SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRA
DETAILS FOR ADDiTIONALINFORMATION.
CURB RAMP NOTES:
COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMS
14. WHEN CROSSING CREEK OR DRAINAGE -WAY, THE DIVISION OF WATER QUALITY SHALL BE
10. PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH
FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE. CONTRACTOR FROM THE
CONTACTED PRIOR TO DISTURBING A CREEK. THE CONTRACTOR SHALL INSTALL RIP -RAP WITH
ACCESSIBLE ROUTE NOTES:
o
1. THE MAXIMUM RUNNING SLOPE OF A CURB RAMP SHALL BE 8.3310 AND THE MAXIMUM
OF AN ACCESSIBLE ROUTE.
PRESENCE OF SUCH PiPE OTHER OBSTRUCTIONS OR FROM RELAY DUE TO REMOVAL OR
FABRIC ALONG DISTURBED BANKS AND CHANNEL AND RESTORE SLOPES TO ORIGINAL
°
CROSS SLOPE SHALL BE 2.0%.
REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE
„
TO UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL. TOLL FREE
CONTOURS, BUT NOT STEEPER THAN 2:1'MAXIMUM. DISTURBED CREEK AREA SHALL BE
STABILIZED IMMEDIATELY.
1. AT LEAST ONE ACCESSIBLE ROUTE SHALL 8E PROVIDED WITHIN
T P O TFi N THE SITE FROM
2. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY
11. PARKING SPACES I.OR VANS AND ACCESS AISLES AND VEHICULAR ROUTES
THEM SHALL
SERVING HA L PROVIDE A VERTICAL CLEARANCE OF NINETY-EIGHT 98 INCHES
( f
1-80-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR IS
0
ACCESSIBLE PARKING SPACES AND ACCESSIBLE PASSENGER LOADING ZONES; PUBLIC
STREETS OR SIDEWALKS, AND PUBLIC TRANSPORTATION STOPS TO THE ACCESSIBLEINFORMINGDRIVE
ADJACENT TO THE CURB RAMP SHALL NOT BE STEEPER THAN 5%. THE ADJACENT
MINIMUM. SIGNS SHALL BE PROVIDED AT ENTRANCES TO PARKING FACILITIES
RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES.
BUILDING ORFACILITY ENTRANCE THEY SERVE.
Tti R
SURFACES AT TRANSITIONS AT CURB RAMPS TO WALKS, GUTTERS AND STREETS
f
DRIVERS )F CLEARANCES AND THE LOCATION OF VAN ACCESSIBLE
MAINTENANCE PLAN
SHALL 8E AT THE SAME LEVEL.
PARKING SPACES..
10. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION.
2. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS,
3. THE CLEAR WIDTH OF A CURB RAMP SHALL BE 36 INCHES (36) MINIMUM, EXCLUSIVE
12. EACH ACCESSIBLE R
PARKING SPACE SHALL BE PROVIDED WITH SIGNAGE DISPLAYING
11. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND APPLICABLE FEDERAL,
1. ALL EROSIONAND SEDIMENT PRACTICES WILL BE CHECKED FOR STABILITY AND
A
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS, AND ACCESSIBLE SPACES THAT ARE
ON THE SAME SITE.
*
OF FLARED SIDES, IF PROVIDED. NOTE NC BUILDING CODE REQUIRES EXTERIOR
�:
THE INTERNATIONAL .,YMBOL OF ACCESSIBILITY. SiGNS SHALL BE INSTALLED'ATA
C CODES.
STATE, COUNTY, AND LOCAL ES
EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS
ACCESSIBLE ROUTES TO BE 48 INCNESivIINIMUM WIDE (1104.1 & 1104.2).*
MINIMUM CLEAR HElG;-1T OF SIXTY (60) INCHES ABOVE GRADE AND SHALL NOT
INTERFERE WITH AN A CCESSIBLE ROUTE FROM AN ACCESS AISLE. SIGNS LOCATED
r
12. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT,
DESIGNED.
3. WALKING SURFACES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL HAVE A
MAXIMUM RUNNING SLOPE OF 5.0% AND A MAXIMUM CROSS SLOPE OF 2.0°!°.
4. LANDINGS SHALL BE PROVIDED AT THE TOP OF CURB S. HE CLEAR
RAMP T EAR LENGTH
WHERE THEY MAY BE H HIT BY VEHICLES BEING PARKED
S NG PARK SHALL INSTALL
INSTALLED WITH
ETC., THAT MAY BE REQUIRED.
2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL. 2
OF THE LANDING SHALL BE THIRTY-SIX (36) INCHES MINIMUM. THE CLEAR WIDTH OF
THE LANDING SHALL BE AT LEAST AS WIDE AS THE CURB RAMP, EXCLUDING
NG FLARED
BOLLARD PROTECTOOI I.
O DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND
13. THE ENGINEER ANDIOR OWNER DISC A
INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO THE
STREET WILL BE IMMEDIATELY REMOVED.
4. ANY WALKING SURFACE THAT i5 PART OFAN ACCESSIBLE ROUTE WITH A RUNNING
o
SLOPE GREATER THAN 5.0 /o IS A RAMP AND SHALL COMPLY WITH THE GUIDELINES FOR
i
SIDES, LEADING TO THE LANDING. LANDINGS SHALL HAVE A SLOPE NOT THAN
13. SIGNAGE AT AC <,
GE SLBL A E PARKING SPACES
C REQUIRED BY THE CODE
T AS SET FORTH W THESE PLANS.
METHODS ASSOCIATED WITH THE PROJECT E
S OR CURB PS. RAMP RAM
o
2/o INANYDIRECTtON.
SECTION 1106.1SHALLCOMPLYWLTH THE REQUIREMENTS OF NORTH CAROUNA
NORTH CAROLINA
E ERAL STATUTE 2 -
G N0 37.6 AND 1 36 30 AND THE DO H NCDOT UNIFORM U O MANUAL N TRAFFIC
FG
SEDIMENT FENCE - SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT
3. E T M L M
BECOMES 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE BE REPAIRED AS
5. TRANSITIONS BETWEEN RAMPS, WALKS, LANDINGS, GUTTERS OR STREETS. SHALL BE
S. IF A CURB RAMP 1S LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE RAMP,
OR WHERE IT IS NOT PROTECTED BY HANDRAILS OR GUARDRAILS, IT SHALL HAVE
CONTROL DEVICES S
A SEPARATE SIGN IS REQUIRED FOR EACH SPADE. SIGNS TO
INDICATE THE MAX
N IM M PENALTY MUST BE PROVIDED AT EACH ACCESSIBLE SPACE,
NECESSARY TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS
FLUSHAND FREE OF ABRUPT VERTICAL CHANGES (1/41NCH MAXIMUM VERTICAL
FLARED SIDES.
A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING.
CHANGE IN LEVEL PERMITTED).
14. ACCESSIBLE PARK NG SPACE, ACCESS AISLE STRIPING, AND INTERNATIONAL
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
6. FLOOR SURFACES SHALL BE STABLE, FIRM AND SLiP RESISTANT.
6, " o
WHERE PROVIDED, CURB RAMP FLARES SHALL NOT EXCEED 1010.
SYMBOL OF ACCESSiE LLITY SHALL BE PAINTED BLUE OR ANOTHER COLOR
( R THAT CAN
BE DISTINGUISHED FROM PAVEMENT).
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE
COVER.
7. THE MINIMUM CLEAR WIDTH OF EXTERIOR ACCESSIBLE ROUTES SHALL BE
7. CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS SHALL BE LOCATED SO THAT
PASSENGER LOADING ZONE NOTES:
FOURTl-EIGHT (48) INCHES MINIMUM MEASURED BETWEEN HANDRAILS WHERE
THEY DO NOT PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPADES OR
PROTECTION - INSPECT ROCK PIPE INLET PROTECTION AT LEAST ONCE A WEEK AND AFTER
5. INLET PCONTAINED
HANDRAILS ARE PROVIDED (NC BUILDING CODE 1104.1 & 1104.2).
PARKING ACCESS AISLES. CURBS AT MARKED CROSSINGS SHALL BE WHOLLY
WITHIN THE MARKINGS, EXCLUDING ANY FLARED SIDES.
9. PASSENGER LOADIP IG ZONES SHALL PROVIDE VEHICULAR PULL-UP SPACE
EACH SIGNIFICANT 4 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE
8. WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURNAROUND AN OBJECT
NINETY-SIX (96) INCHES WIDE MINIMUM AND TWENTY (20) FEET LONG MINIMU °�
GEI
E SEDIMENT GE AREA TO I ORIGINAL DIMENSIONS WHEN
SEDIMENT AND RESTORE THE STORAGE ITS RIG NAL Di NSION W E
THAT IS LESS THAN FORTY-EIGHT (48) INCHES IN WIDTH, CLEAR WIDTH SHALL BE
8. CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION
-
THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE
SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE
FORTY-TWO (42) INCHES MINIMUM APPROACHING THE TURN, FORTY-EIGHT (48) INCHES
BY PARKED VEHICLES.
2. PASSENGER LO D!I i Z
A A G ONES SHALL PROVIDE ACLEARLY MARKED ACCES ISLE
THAT IS SIXTY (60) INCHES WIDE MINIMUM AND EXTENDS THE FULL LENGTH H � E
CONTAMINATED PART OF THE GRAVEL FACING.
MINIMUM DURING THE TURN, AND FORTY-TWO {42) INCHES MINIMUM LEAVING THE
TURN. THE CLEAR WIDTH APPROACHING AND LEAVING THE TURN MAY THIRTY-SIX
9. IT IS RECOMMENDED TO PROVIDE CURB RAMPS WITH A TWENTY-FOUR (24) INCH
VEHICLE PULL-UP SPACE THEY SERVE.
6. SEDIMENT BASINISEDLMENTTRAPS -REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS
36 INCHES MINIMUM WHEN THE CLEAR WIDTH AT THE TURN IS SIXTY 60 INCHES
{ ) 0)
{ )
DEEP DETECTABLE WARNING COMPLYING WITH 406.12 A117.1, EXTENDING THE FULL
WIDTH OF THE RAMP. REFERTO DETECTABLE WARNING DETAILS AND NOTES FOR
3, ACCESS AISLE SHALL ADJOIN AN ACCESSIBLE ROUTE AND NOT OVERLAP TH$Y::--�•-rt''
-xt
ORIGINAL DIMENSIONS WHEN IT ACCUMULATES TO WITHIN ONE HALF OF THE DESIGN DEPTH..
,,
MINIMUM.. SEE NOTE 7 ABOVE FOR NC CLEAR WIDTH OF EXTERIOR ACCESSIBLE
ROUTES
PLACEMENT, ORIENTATION AND NOTES. THE NC BUILDING CODE DOES NOT
VEHICULAR WAY.
PLACE SEDIMENT IN AN AREA WITH SEDIMENT CONTROLS. CHECK THE EMBANKMENT, SPILLWAYS,
CURRENTLY REQUIRE DETECTABLE WARNINGS AT CURB RAMPS, NOR DO THE 2010 ADA
AND OUTLET FOR EROSION DAMAGE, PIPING, AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS
9. AN ACCESSIBLE ROUTE WiTH A CLEAR WIDTH LESS THAN SiXTY (60) INCHES
STANDARDS - HOWEVER US DOT ADA REGULATIONS DO REQUIRE THESE.
4. VEHICLE PULL-UP SAGES AND ACCESS AISLES SERVING THEM SHALL BE LEVEL
°
1�f
IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA.
5HALLPROVIDE PASSING SPACES AT INTERVALS OF TWO HUNDRED (200) FEET
10 , ,
FLOOR SURFACES OF CURB RAMPS SHALL BE DEEP GROOVED,. /Z INCH WIDE BY /,
WITH SURFACE SLOPES NOT EXCEEDING 2. L
G , 0 /o IN ALL DIRECTIONS. ACCESS AISLES
SHALL'BE AT THE SAM E LEVEL AS THE VEHICLE PULL-UP SPACE THEY SERVE.
L
7. SKIMMER - INSPECT SKIMMER AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL TO MAKE SURE
MAXIMUM. PASSING SPACES SHALL BE EITHER A SIXTY 60 INCH MINIMUM BY SIXTY
{ )
INCH MINIMUM SPACE; OR AN INTERSECTION O 2 WALKING
60 M M P TION OF TWO WAL N SURFACES THAT
INCH DEEP, ONE (1) INCH CENTERS TRANSVERSE TO THE RAMP.
CHANGES IN LEVEL ARE NOT PERMITTED.
SM CEO DISCHARGE PIPE IS NO CLOGGED WITH TRASH OR
THAT THE INTAKE MECHANISM, ORIFICE. R T
' ,
SEDIMENT. (F THE BASIN i5 DRY, MAKE SURE THAT ANY VEGETATION GROWING ON THE BOTTOM
E A COMPLIANT T-SHAPED TURNING O
PROVIDE OMP ANT NING SPACE, PROVIDED THE BASE AND ARMS OF
11. WHERE PROVIDED, STOP LINES SHALL BE LOCATED IN ADVANCE OF CURB RAMP.
5. FLOOR SURFACES C �F VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM
IS NOT HOLDING THE SKIMMER DOWN. TAKE SPECIAL PRECAUTION IN WINTER TO PREVENT THE
- -
THE T SHAPED SPACE EXTEND FORTY-EIGHT (48) INCHES MINIMUM BEYOND THE
INTERSECTION.
SHALL BE STABLE, FIRM AND SLIP RESISTANT.
SKIMMER FROM PLUGGING WITH ICE.
12. WHERE PROVIDED, E R PR VID D PEDESTRIAN ACTIVATED SIGNALS SHALL BE LOCATED
H
8. OUTLET PROTECTION - INSPECT RIP RAP OUTLET STRUCTURES. WEEKLY AND AFTER SIGNIFICANT
10. DOORS, DOORWAYS AND GATES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL
ADJACENT TO THE SIDEWALK AND NOT ON THE SIDEWALK.
6.VEHICLE PULL-UP SPACES, ACCESS AISLES SERVING THEM AND A VEHICULAR ROUTE
FROM AN ENTRANCE 1.0 THE PASSENGER LOADING ZONE, AND FROM THE PASSENGER
EROSION BELOW E RIP P
{� INCH OR GREATER) RAINFALL EVENTS TO SEE IF ANY AROUND OR EL W THE R RA
COMPLY WITH THE AMERICANS WITH DISABILITIES ACT 2010 ADA STANDARDS THE
{ },
NORTH CAROLINA A117.1 AND APPLICABLE LOCAL LAWS &
13. WHERE PROVIDED, DRAINAGE INLETS SHALL BE LOCATED UPSTREAM OF CURB'
LOADING ZONE TO A V EHICULA EXITSERVING
R THEM, SHALLPROViDEAVERTtCAL
TAKEN R I STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED
HAS TA N PLACE, O F
REGULATIONS..
RAMPS AND NOT IN THE RAMP AREA.
CLEARANCE OF ONE t•IUNDRED FOURTEEN (114) INCHES_ MINIMUM.
REPAIRS TO. PREVENT FURTHER DAMAGE.
11. DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE
14. CURB RAMP TYPE AND LOCATION ARE PER PLAN.
ACCESSIBLE ENTRANCE NOTES:
9. EMERGENCY SPILLWAY / FOREBAY PROTECTION - AFTER EVERY HIGH-WATER EVENT INSPECT
THE INTEGRITY OF THE LINED SPILLWAY AND THE ADJACENT EARTHEN BANKS. IMMEDIATELY
E L BUILDING
BUILDING ENTRANCE SHALL BE AT BU! G ENTRANCES.
1. ACCESSIBLE ENTRA B THE AMERICANS
1 E NGES SHALL E PROMS) AND REQUIRED
MAKE ALL NEEDED REPAIRS TO PREVENT DAMAGE. REPAIR ANY VOIDS IN THE RiP RAP
12. WHERE POSSIBLE, DRAINAGE INLETS SHALL NOT LOCATED ON AN ACCESSIBLE
C
WITH DISABILITIES AC i (2010 ADA STANDARDS AND THE NORTH CAROLING BUILDING
{ )
;;
CODE, AND APPLICABLE LOCAL LAWS &REGULATIONS.
I
LINED APRONS, RE-ESTABLISH ANY LOOSE STONES, AND FIX GAPS IN THE ADJACENT VEGETATIVE
ROUTE. IN THE EVENT THAT A DRAINAGE INLET MUST BE LOCATED ON AN ACCESSIBLE
COVER.
ROUTE, THE GRATE SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT (2010
2. ENTRANCE
N E DOORS, DOORWAYS AND GATES SHALL COMPLY WITH THE AMERICANS
ADA STANDARDS), A117.1, THE NC BUILDING CODE, AND APPLICABLE LOCAL LAWS &
WITH DISABILITIES AC T (2010 ADA STANDARDS) THE NC BUILDING CODEIANSI A117.1
REGULATIONS
AND SHALL BE ON AN ACCESSIBLE ROUTE.
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CB-41 TO MH-36 I RCP (CLI . . 0150 . I . I . - � I . . . � � I 0 � . , - ;, / V . - I � I � I � 1. � � I
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, 24 , RCP(CL.111) 20-80 ' 20.18 � 0.50 24.02 4-+.V4 " �� . I *�"�' - -"I ---- .
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M-49 TO MH-43 18 128 RCP(CL.110 26.02 19.38 0.50 , 23-88 1 ­1 I I I I I � .. - . � � � , �_ ,� I I I � I � (5),122 LF [61 0 TOTAL] 1vju . I � I . I I I �� I 1, I � I I I I I I I �
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CB-39 TO CB-37 18 260 1 Rcp (CL.111) I 0150 I +MH_H6 L c8_HS 25 , + � , � 1 .886 . - I CA . \ . 5 ''O '.'� I I - - I I I I I
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I . CB-40 TO CB-39 I is 24 RCp (CL.111), 20.75 266� 0.50 , 24.20 ' k2o' - I - . . . I 9 \ � -� M-6 I I ,- - L) ­ . . - 4 cz �
. 1 24 1 ,- � I C.8 H5 1 CB-144 1 . 15 � ,� 72 1 RCP (CL.111) 8.86 � 1 ,&14 � 0,99. � -14.05 1 12,69 - \ + . I I ' I . \ -, " � 1p, " " ., I � I . I I � - I . � _� I . , � � I I cq
. CB-38 TO CB-37 is + ..­ ­mt) 20.10 19-96, 1100 23,61 1 ��.61, 1 1 15 - 4 3 . KLY tF.L.111) I ­ � :_ . I - I - � // / � � � . � � � : I I . I I . . .w i
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TO FES-1 30 1 � � � . I __�__ ;, , , I I 4.51) I 14.0 ' 12.69 � � 174.1 . � � , Is. I � -
CB-2 , 59 17.45 � 17,00 0.76 2167 - 1, I , I I 1 0.83 1 \ , M-4 , - I i. I N � Vr E I :� , ;k I _��
I . I I � I I I I . . I � . � CO-H4 ,RCP (CUIIj_ . 8.14 7.65 : 1.0D, 12.69 12.07 , g , , I I ,� - I � . , I I I � 0 (L)
I C8-3 TO CB-2 , I 18 1 24' RCP (CL.111) , 19.10 1 18.98 0.50 23-67 23.67 - I CB-H4A, I C9-H3 � -15 ,.. � 49 ; R P(CL.fll). �� 7.6s ' I 1, - __ - \ I I . ,e 1, - I � �� I I ..:.. I 1� I I � ,
MH-4 TO CS-3 , � , 1 18 140 RCP (CL.111) 19.80 1 . , . - . I I I , + ��i­_ , � 7.16 , 1.00' 12.07 i IIA4 , I I �. - I I I I � Ij I I I I I � I 11 � . I I � � I I � I 01 0 019�-q
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I I 19.10 , ,� 0.50 1 125.00 1 � 23.67 9 � � CS, H3 , � : CB-H2 � LS1' - �, `kCP(CLIII) . I 6 � 5.66 - .. � - 0,99 ' � 1 11.,14 � . . � , . I '. y I �1;� I . . ­­ �- I - I - I
I DI-5 TO MH-4, is , 80 RCP (CL.111) 20.20 .1 10.80' I 0.50 23.50 1 � � . . I I , , � , �. . (. - 7�6+ . . I � � I � I . 11 . . � I �_ I I . I I � 11 .: 0
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. �
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CB-6 To Ce: 2 18 1 -326 RCP(CL.111) 19.83 18.20- 0.50 23.66 1 a67 � � L . ' . - I � � + I ­­: I : ": I, - I I I , I I , I I � I � . . I . I 1. I � I I � . I I ­11 I I I � . ��. 1, 1. I 11 I I I I w . i $.4
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, ce-7 TO CO-6 24 v ��
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DI -SA TO MH-4 18 160 RCP (CL.111) 20.60 19.80 23.SS I � 1�1 I I I ,. . I � I . Nt . ljt , , , .'' I . � , ,
,
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I CB-16 TO CEI-9 � � 18 146 RCP (CL.111) I 10.50 24.21-- 23.96 1: 11 I . �, �11 I . 11. I � � I., . � - � ..I,. L I . L\, I +. I " , .- I -,M SIDE St. "I I . � I I ''.., I I - I 1. 1. � I I I - + � I I �
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I � us-11A TO CO-10 � . . � , � I - - I I I � ;
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, � , :
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I is 28 20.43 20.29. 0.50 , 23,86 24.21 1 � 11 ., -:. � I . I : I I I ­. � , . � - � L I -1 , , � .� . \1 I I I I
i __ . - . � � . I I'll I I I I - . . � . I . � . 11 � j : I'.- � i . I / - , m S. . �. , ". � \ 11", . � , I I
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� CB-100 TO Ca, 99 is 24 � RCP (CL.111) 19,60 19.36 1.00 23.15 � I 1, I � . I I � � I ''I'll: ­. 1, �,­ : I il. � WIVIMILINITY � � ��" , ,� � I I I
"I . I I � � I � . . . ­ k � . 11-t- , 'I'll, . I =ji�
I CB-102 TO MH-101' 124 no , RCP (CL.111) 18.60 18.05 6.50 23.31 23.15 1 . - � � . I I I .. � � � � I I - � .,R\.#* /�;,� IV-1. � -, �, / �� �� : - . I I - �
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. CB-103 TO CB-102 24 � 1 40 RCP (UMI) 18.80 ' 18.60 0.50 ' 23.86 23.31 �.. � " � � � I I I I 40N L_,� " � , , - I . "NI -I _�_ _i, , , , , I I-N
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1 14.08 13.45 0.51 .23.87 , 23.92 � � I I . I � I . 1 � I . � I I � � I I . � I I- . - .�, 107 *.7 � .1. � ". . . � .r. � .1 I I I . . . I I " .-,, � � - - , A I- I I 11 P" I
�
11
C8-60 TO CB-58 I 1 124 � I RCP (CL.111) I I I I � 11 � I I . : I 1. I I � , I . - . .1 V ,
I - 48 , � I I .- I I I � I I I I I I , � ,L�j I./ � �� 11 I I I .. yv A% I 1 7 1
- . . I � � I - ­ I I
.
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20.45 123.90 � ,L�J,Qj _ I I . . I 1� � � I I � � . � I - �, . . � ,. � . I � I I � , .. . I �� I � � � - . : I - ­71111�­ - I I I . . �
CB-62 TO CB-60 48 1 10 � 8 RCP (� I L . I 1 20.21 1.00 I � I . � � . � � ­� 1. I , � I I I � r , . I � . . � I � I I � � I I � � . I - . . . � I 11 I .. I � I : I'll, 11 �.. , _... . . �� � I � . � � . , V-1 4 1 : ,.wao". I � . , , � , . , , -_ � . . - � wl I � I L. i � -14 �
� I I I , I I , I � I I I ,ql�
CB-61 TO CB-60 15 24 RCP (CL.111) 1, I I I � I . � I . I ,/�, N - . I I \ \ , . , , . . I � -_ III �
.. -..-- -­ ­.- I I . . I I � I � I I . Z, I I f 1. - i k �
, I I 11 I � I -11, I I . . . - � r I I - . - . - ;
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� CB-63 TO CB-62 is 24 RCP (CL.111) 20.95 20.71 1100 24-43 : 24.43 � I I . . I I I . � I I I ��, - I I . . . I . I I � I . � . \ . . , � I I /_ _� , / , I 1 12-4 1 !
I � I I 1. I I I - I - I - I 11 I q
. I I � . I I � � 11 . I . I 1 .9 1 V, � I . i
CB-64 TO CB-62 - 162 . RCP (CL.111) 15,43- 1 14.62 6.50 23.61 ' ' 24.43 1 1 ­ � I 11 " � � I . I I � I I 1. . I I � I 11 . I � I A I : ., � I I .1, �f ',,-, - I 1, . � . I I ma I I I I - . -I, I � . � - I I . 1
48 1 1 1 1 1 1 - . . . ., \ - - . I � . ". i
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CB-65TOCB-64 is , 24 RCP (CL.111) 20-15 19.91 1100 23.61 : 23.61 1 1 1 1 1 1 1 1 � ­ I . �. I I , , 'i - I � . � - . .
I I I I , - . I . I - r I 1. I � : I 1%, v I � - I I I t .
, k
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. . - 11 � I . I : I . � '. � � � � I I I "�", . - . � - 4 \ - , I I A, �
� MH-66,TOCB-64 48 32 i RCP (CL.111) 15.59 � I 1 23.61 1 � �. . I - ­ � 1.11 � �11 I I .1� I � �-L - � p I . , W, . \ , 1, I �TYP -SEE IM I AILJ � , I ,,,I - , �
I I . I - I I I I I � I � I c_ I 11 I I - I . , . I kj�- ,\ . :
. . I I � I 11 I . . , I � I I - I ;
I , 18 126 1 1 � I . . I ". � I _ , I I 11 �, � . I �., .1 . r. '. 1 .­ \ . �� " !/ "' I
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. 1
67 TO MH-66 RCP (CLI It) 19.65 18.39 I-bo- * . I - . 11 � �� .. I RT fTy' :) \ i I . I I i
ce; 3.6 Z61vu I I I - I I � � . � I . . . � . I . - .��'... 1, I I ' - ;
. I . I . � . � I . � '' ­ I � . I � _ I.— I . 11 �, , �. I I / - V/ //1 1� X1 PdTION PO' �
. I 11. 1� 1� I - .1 - � " 1'� I I .� 1- I . I . ­ 1, .: I I � .. I � NSP11 k . ;
CB-68 TO CB-67 is 26 L I � � I I I I I . I I . � - . . . �� I � � C___� . � :, I I
I RCP (CLIII) 20.16 19.90 i.00 23.63 23.63� . I . . I . I .11 I I I I � . I . - � � I I I I � 11 � I // 1 -3 _'__ � � � q� , - I I I I :
- . I �� ., ­ I 1, 1 I � . . � � ­1 I I 11 � � � . � �. . , I .1 ­ I � ,� ,�,:­, I I., I I I f /- � / , I I .. '_ . . , 14 � -I � . -1- 7�- -�7 -�. \ I - I � -1 ., . I ,� � ;
I 0 MH-66 I I I . ­ I I I , , I � I I - I :
C&-69 T 15.59 , 0150 23.62 ldl.!Ou � . I - . I'll .1�1 I I I � � . I I 1, � I : ., I . I I , I � . I I � I , . - I I - - I 4
I � I I . . I ,\' I . �
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CB-70TOCB-69 4 ,%�I- t%A.�1111 f_v.Av . '06 23.62 23.62 1, � � � . I - � . . � I . I � I . J I ., � � , �
. ___'� ­­ � ' I I . . � . I . I I . - I . I ., � I . � � � i'' �. I I ­ � �-. � 1 �
� ­ I - I - - I I
. . . .. �', * _);��� I
RCP (MI11), 16.00 15.75 , 0.56 24.46 � , 23.62 . I I I . - I �. � I � . � . . . I �, . � ­ ,� .. � 11 L .. ,� - . . � , I � . � �: �� : I - I - I :
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1 M14-71 TO C8-69 48 1 so , . I I 1. r I � . � I - " , � � I I � . I � .v I � I � , . I zAI I . I -- � A . . I ''I - I * - , .
I . . I . . �� . I 11 � I I � I r / , , , ,� I �
CO-72 0 MH-71 ' 48 123 ' RCP (CL.Ill)- 16.61 3.6.00 0.50 2345 1 24.40 1 1 1 1 . - I 1. 11� � �� I I I ­� � .1 � � . � � I . I . - , 11 I I � I 1-1 . � . : ,/ � � �
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I I � � 1� I I � I I . I I v v , . I I ;
24 � ' - ' : , I I � i I � , , , ` , I - �
1 -73 TO CO-72 I . I I., , I I I � 11 �� � I .1. . ) I - I I
I . I
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23.40 � I 11 I - - � i . � I � . -� � T4 1 '�� - , , � I I ." xf -I- � I .
CEI 15 RCP (CL.111) 20.00 106 1.00 23.49 1 ­ V , I f � / , I . � I 0 � � , � 1-�� I I . � , � '. � I
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- .. 11 . I . - � � � . I I
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. I I . . I I � Z,y, �� ,
1 -74 TO CB-72 : �6 .33 RCPfCL.111) 17.03 ' 16.61 23.74 23.49 1 1 � / / � , I I
/ 14 fl . '_ - :� & - - � . ­ - .11 __ il I ) i 11 Z. I I
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. 41-6 , ;- 610TAL] I = I � I
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I 5 I I � I � I , I : I � I I I ....... . i . � r 1 .1 � , I � I � I I � / .
I CEI-7 TO MH-74 , 1 15 I � 31 19.24 1 I" I I � . . . - i � �, - - / � I , �k : - I � � I � N�__ - I - - � I � \ I �
I . RCP (CL.Itt) 1 18.93 1.00 . I � - 1-4 . 0 �� 13, / I M I \ iz 110IN I I
� I � ! : .1 � . . . .� . I I .e I 11 . I.. I I ,�� - - I P-11 I
I - I I I �� I � 1. ''I . ­ I I I � I I. I � . ­ � � . I., . :, :�. ­ .'� .. ­17� 1, I " . . . -� t i �V : I - .11 . � . r . I . . I ­ ., I I 1. � I . :, , .1 . !. � _:�' __ 11 � I I 11. _1____ _�.
114 RCP (CL.111) " 18.98 1 . I I I I -, � , : I , , N, ,,, I XWO* � I . I I � I / � \ :: -T - I I `__ , I
I I CB-86 TO MW8S 18 19,SS 0.50 2326 �4.80 . I . , � aw1w_ ,___ / , , I I I . .
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I
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C13-105 TO MH-104 18 84 -kP(CL.III) 19.74 19.47 0.50 23.82 24.08 1 11 � 1, 1. � � � I �, I I � . I I : I =Lw_ ­ - - - . I � � I � IN. I .1 I ,&e : 0 P4 0
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I C8405 TO MH-104 1 18 1. s3 � RCP(CWII) 19.14 , 19,47 0.51 23 - .70 1 74.08 � . I � � . � I � I I . I � I I I 1 � I "I I I ,:--! 42 1 . I I I --- � I � r � / I - 11 kr - I , I -
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. I . ALLSTORM DRAIN PIPE SHALL BE RCP (CL.111) UNLESS � � I I I . I � . � I 1 9 - e � . I I - � / �
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ALL CATCH -BASIN (CB) RIM ELEVATIONS A E LISTED AS I . 9 � I— � 0 �. .1 , � I � �. - - --- � k, I 1 9 .
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f
- - 3

EMERGENCY SPILLWAY
_ TOP OF RISER = 23.00
(6 X6 GRATE OPENING
)
)
SECONDARY SPILLWAY
TOP OF RISER = 22.80 -
. SEED/ SOD ALL SLOPES ABOVE PERMANENT POOL EL. �
r r
10-
6 T X6 GRATE OPENING) ) GALVANIZED BAR GRATING 1 x 1/8 BEARING BARS.
n „
" " 1 .4
FASTEN WITH - I A
0 SHELF 6 ABOVE 8 6 BELOW PERMANENT
HJCLPS TTACHTOA11/4_x11/4 x1/4 EL. 2 .
POOL PLANTED WITH B
a as
PRIMARY SPILLWAY RECT. WEIR
_
LAN SUITABLE WETLAND
L l GALVANIZED ANGLE FRAME._ MORTOR FRAME TO TOP OF
SPECIES OR VEGETATION.
COVER WITH HARDWARE - -
RDW E CLOTH
OUTLET STRUCTURE c ) ,
II- 1
r ,
I
10
EL. 19.50ffiTOP FRIP-RAP
}
LENGTH 4 X 3 SIDES 12 TOTAL _
t )
i
EL. 21.50
f
- -,_ PERMANENT POOL
A_ O EL 20.00
��.
3 1/2 SCH. 40 PVC
: l 1
- -
3
DRAWDOWN ORIFICE � I I _FILTER FABRIC „ ,
ii -
./ 6 THICK
R
1 CK CLASS_ B RIP -RAP
(ROUTE OUTS TO 1NF{LT. BASIN) ,
L
4
NORMAL POOL EL. 20.00 - -
E
- _ -- _ --- -_ �. _ � FOREBAY PROTECTION DETAIL.. POND #1
----
.�...-_.�_ _�,�. � .��._._.._____-:.�-:___.�.�_ POND #1 SECTION
NOT TO SCALE
1
MOTTO SCALE
/ *OUTLET PIPE
SUITABLE PLANTS
rr 4$ RCP L.II [ C I PICKERELWEED PONTEDERIA CORDATA
1 48 CULVERT.: ( ) f )
c)
f
INV. UP = DUCK POTATO (SAGGITARIA LATIFOLIA AND SAGGITARIA CARDINALIS)
16.a _
i SWAMP ROSE HIBISCUS MOSHEUTOS
PROVIDE WIRE MESH OVER'BOTHi"' i � I _ ( )
INV. DOWN - 15.a BLUE FLAG (IRIS VIRGINICA)
ENDS OF'PI E TO PREVENT. _ .
P I � I I i SLOPE - 0.3% CARDINAL FLOWER (LOBELIA CARDiNALIS)
ORIFICE CLOGGING WITH DEBRIS. ,,
_ I I I
6 _
I
REINFORCED CONCRETE BOX ,
CONTRACTOR ALL _ t R SHALL SIZE FO
WET DETENTION POND PLANTING
u ' ' CONTRACTOR TO INSTALL ON THE 101-SLOPED
6x6 TOP GRATE OPENING) }
��
- SHELF, EQUAL NUMBERS OF EACH
4 o OF THE LISTED SUITABLE PLANTS. DURING
O
v 6 EXTENDED BASE
S NOTE ALL HDPE OUTF ALL PIPES SHALL BE PROPERLY
/ INSTALLATION, GROUP SIMILAR SPECIES OF
�O
AS REQ �. PLANTS TOGETHER. INSTALL 4
. 5 i ) -ANCHORED FROM FLOTATION SUBMERGED CONDITIONSPLANTS 2 O.G. IN
A CHECKERBOARD PATTERN.
_
POND #1 OUTLET O L STRUCTURE SECTION
-
-
NOT TO SCALE
OVERFLOW STRUCTURE
(SEE DETAIL)
_
TOP OF DAM EL. = 24.00
TOP EL. FOREBAY 20.00
- -
1 YR 24-HOUR RUNOFF STORAGE EL. = 21.37
-
-
PERMANENT POOL EL. {NORMAtWATERSURFACE ) 20.00
--- 1 . a
_m
FOREBAY
-
MAIN POND
a.
w
wo
3
1low
w
�
Y
10
BOTTOM EL. F _
FOREBAY 12.00
POND BOTTOM EL. = 12.00
x 1 OF POND DEPTH IS FOR
VEG SHELF
.
10.1 SLOPE TYP.
FOREBAY IS DIVIDED FROM THE
SEDIMENT STORAGE EL. = 13.00
SEDIMENT ACCIiMiLAT10N
AROUND POND
MAIN POND BY EARTHEN BERM
PER DWO POLICY
POND 1 -
#
AND STORAGE POND SECT
FOREBAY N 10N
NOT TO SCALE
n SECONDARY SPILLWAY
TOP OF RISER = 22.35
SEEDt SOD ALL SLOPES ABOVE. PERMANENT POOL EL:-
l
_ _
c4X4 GRATE OPENING }
_10
r
GALVANIZED BAR GRATING 4 x 1/$ BEARING BARS.
1 0.1 SHELF 6 ABOVE & 6 BELOW PERMANENT
EL. 19.00
PRIMARY SPILLWAY RECT. WEIR
r rr rr
_FA - 1 r
STEM WITH J CLIPS, ATTACH TO A 1/4 x 1 1/4 x 1/4
PO E WET
POOL PLANTED WITH SUITABLE LAND
_ _ � SPECIES OR VEGETATION.
_
--
COVER WITH HARDWARE CLOTH
i )
_
LENGTH 2 X 3 SIDES 6 TOTAL
t }
L GA VANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
- -
I_I j -
_ 10
0 T { -
EL. 18 5 OP )F RIP RAP
t )
R
OUTLET. STRUCTURE
UC U E
_
-
-
EL. 20.65
II
u
3 PVC
SCH 40 C
L _
��.
PERMANENT POOL EL 1 .
00 9 00
�� - ` =
DRAWDOWN-0RIFICE
�
I - - 3
f
FILTER FABRIC
ROUTE TO INFILT. BASIN
_ -
- -I
_RA
6 THICK CIASS B FIPP
-
NORMAL POOL EL. - 1 9 00
I ,,F ' *.
2 OUTLET PIPE
-
36" RCP(CL.tll) _ "�"-�--I-1-
FOREBAY PROTECTION .DETAIL. POND #2
III
1 LVERT _ POND 2 SECTION _ � {) 36 CU INV. UP 17.50
_ r _ NOT TO SCALE
17 INV. DOWN. - NOT TO SCALE
.00 -
o -- _ _ 30
,-
SLOPE 0.$3/0
SUITABLE PLANTS
PICKERELWEED PONTEDERIA CORDATA
f )
EL. 23.50
DUCK POTATO SAGGITARIA tATiFOLIA AND SAGGITARIA AR
f C DINALIS)
PROVIDE WIRE MESH OVER BOTH �_
SWAMP R
� } OSE (HIBISCUS MOSHEUTOS)
END RE S OF PIPE TO PREVENT ENT / REINFORCED CONCRETE BOX BLUE FLAG IRIS VIRGINICA
( )
PE OUTFAL PIP NOTE ALL HD L ES SHALL BE PROPERLY CARDI
NAL INAL FLOWER {LOBELIA CARDINAUS) . 22♦ 5 T OF RIP -RAP ORIFICE CLOGGING WITH DEBRIS. / CONTRACTOR SHALL SIZE FOR EL 3 (OP )
c
u I "ANCHORED FROM FLOTATION FOR SUBMERGED CONDITIONS
_ 4x4 TOP GRATE OPENING
I IONS
6 )
I l
eh
I
WET DETENTION POND PL
ANTING
O r -6
rr CONTRACTOR TO INSTALL
ON THE 10:1 SLOPED FILTER F •
1 FABRIC
_ SHELF EQUAL _ 6 THICK CLASS B F IP-RAP
rr QU NUMBERS OF EACH H
6 EXTENDED BASE
Q OF THE LISTED SUITABLE PLANTS. LANTS. DURING
O
5� INSTALLATION GROUP SIMILAR SPECIES OF
AS REQ D. c s
ti
/ c )
'O ,
5
PLANTSTOGETHER. INSTALL 24 O.C.IN
A CHECKERBOARD PATt'ERN.' 3 _EMERGEN
CY SPILLWAY DETAIL. POND #2
NOT TO SCALE
POND #2 OUTLET STRUCTURE SECTION _
NOT TO SCALE
OVERFLOW STRUCTURE
SEE DETAIL)
TAIL)
TOP OF DAM EL. = 23.50 ECEIV
TOP EL. FOREBAY 19.00
1 YR 24-HOUR RUNOFF T _
S ORAGE E!. 20:63 �.
DEC
_ - ENT POOL EL. (NORMAL WATER SURFACE) 19.00
- - PERMANENT
- a 3 j
1
a w
h
w w 1
FOREBAY MAIN POND
*
o
0
F
10'
VEG SHELF
_
BOTTOM EL. FOREBAY ='12.00
=
POND BOTTOM EL. -12.00
,
1 OF POND DEPTH IS FOR 10:1 SLOPE TYP.
O.!
- FOREBAY IS DIVIDED FROM THE
A POND BY EARTHEN BERM
IN ON
SEDIMENT STO
RAGE ORAGE`EL. 13.00
SEDIMENT A CCUMILATION AROUND POND
M
PER DW_
POLICY
Q PO
# POND 2 -
FOREBAY AND STORAGE
ORAGE POND SECTION
_
W
_
Z
0
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PEI JOB#: 13146.PE

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MIN. 18" OF COVER AT LOWEST POINT
RIM EL. VARIES SEE PLAN
SEE
TREK H TOP EL. TABLE
C
M1 0 N 0 APPROVED
IRAFI- 4 R D
o f
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., 18 EQU LEN >
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PC E
PRO S D STORM DRAINAGE MANHOLE BOLTED
-
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THE TOP 12
;;::.I
-
WEIR EL. 8.50
2 AB
D RIM C. 5 OVE PROPOSED GRADE
PROPOSED GRADE
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CLEAN WASHED No. 57 STONE GRANITE
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COMPACTED TO 90 /o AASHTO T99
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TRENCH BOTTOM EL. SEE TABLE
_
RF
36" ADS N 12 PERFORATED PIPE
INSTALL WITH FILTER FABRIC
SHWL MEAN HIGH-WATER 1.40
N �
TRENCH BOTTOM SHALL BE
,. ,
11 LINED WITH GLEAN FINE SAND TO
%
_
°
'
SHWL AS SPECIFIED BY THE
_
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.
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ENGINEER
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1,
DRAINAGE STRUCTURE STEPS 12 O:C. TO
..MIN.
18 OF COVER AT LOWESTPOINT
�_`___
__.. .. ......
1.
..
DOT MEET N T
C STD. 840.66 FOR STRUCTURES
,
GREATER THAN IN DEPTH
36
/
-
/
\ , \ -d
TRENCH TOP EL. SEE
TABLE MtRAF! 140N OR APPROVED e
_ „ EQUIVALENT; OVERLAP AT
CROSS SECTION B > .
cD _ 21 �} 18 r _ THE TOP 12
- _ -
O CLEAN WASHED No. 57 STONE GRANITE
�{ o N '- -
a _ COMPACTED TO 90% AASHTO T99
TRENCH BOTTOM EL. SEE TABLE - �� -� � � ,., 36 ADS N-12 PERFORATED PIPE CONCRETE BOX:
PROPOSED ACCESS MANHOLE E "'GALVANIZED PLACE- GALVANIZED HARDWARE''
FRAME AND LID (BOLTED). 2
INSTALL WITH FILTER FABRIC SIZE FOR NEEDED ( ) °
d Z _ .. • CONTRACTOR SHALL USE BRICK CLOTH OVER ALL OPENINGS TO
_ N .,,,, ,�, ,. CLEAR SPACE TO _
SHWL MEAN HIGH WATER =1.40
{ ,
ACCOMMODATE BLOCK TO RAISE FRAME AND INFILTRATION SYSTEM WITH
TRENCH BOTTOM SHALL BE
GRATE TO FINISHED GRADES .
1, ! S
141 LINED WITH CLEAN FINE SAND TO
.INFILTRATION PIPE STAINLESS STEEL FASTENERS .:
_
SHWL AS SPECIFIED BY THE CONNECTION & TYP.
GEOTECH. ENGINEER BYPASS WEIR
DUAL PIPE SYSTEM TECH E G
.. a --. ♦ a
(A, B, C, D & F)BYPASS WEIR EL. 8.50 T LENGTH
t t ( )
MIN. 18 OF COVER AT LOWEST POINT d
wl
TRENCH TOP EL. SEE
-�/r ?_, t .. •x �- .fit R. W 3+ V -,
/ y t _ :` ' MIRAFI 140N OR APPROVED j .. ,� ' � '� a ... .� _7.
TRENCH TOP EL. SEE TABLE �� ��..� �� .. �''-� ,� .
m - 21 a 21 <, 21 - 21 •.� 18 .. EQUIVALENT, OVERLAP AT r _ I„ ��a.� r-. .. � .. THE CONTRACTOR H
- -t INFILTRATION SYSTEM PIPE. _ SHALL MARK THE
THE TOP 12
r
t _ . INSIDE OF THE CATCH BASIN AT EL. 3.50
o , r �``� ... 36 ADSN 12 PERFORATED PIPE . -
t I
6 ABOVE THE BOTTOM OF THE
.� O ,._.--••—CLEAN WASHED No. 57 STONE (GRANITE) I- . ``�=.� � INV.-4:25 BOTTOM INV.-4.00 a {
cv _ COMPACTED TO 90% AASHTO T99 INFILTRATION TRENCH I I
v
.' a. ao . -. STRUCTURE) TO INDICATE THE SEDIMENT
36"ADS N-12 I j;, - <. �
C CL AN ..� � � r _ E OUT LEVEL.
_ -.
36 ADSN 12 PERFORATED PIPE I
TRENCH BOTTOM EL. SEE TABLE s �, PERFORATED PIPE] I BYPASS TIE-IN SLOPE
_
f.
T 6
_ a INSTALL WITH FILTER FABRIC A t I :a ` RIP -RAP
Z e w
LENGTH VARIES
w 7
_ 4 a v, „ . 1 t .:. SEE PLANS
SHWL (MEAN HIGH WATER) 1. 0 . s 1 ( ) _
TRENCH BOTTOM SHALL BE
_. t'.< #57 STONE
11 CLEAN FINE AND T , . �....� - i. .
LINED WITH CL NE S O .< {
S
SHWL AS SPECIFIED BY THE ?. 1z, SUMP— — —`— — .J ( REQ D BY
TRENCH BOTTOM EL. SEE i
GEOTECH. ENGINEER ----- — ---- --- GEOTECH ENG.)
INFILT. SYSTEM G TABLE :: ♦.'. ' ...., T.. ., ,,.
THE CONTRACTOR SHALL MARK THE NOTES:
_ O S
NOTES. INSIDE OF THE CATCH BASIN AT EL.
CROSS SECTION A SEE EACH TRENCH 6"ABOVE THE 1) STRUCTURE SHALL BE REINFORCED CONCRETE IN ACCC RDANGE WITH NCDOT STD 840.52.
1. SEE PLAN FOR LOCATION AND LENGTHS OF INFILTRATION PIPE. { )
) 2 ALL PIPE PENETRATIONS SHALL BE MORTERED AND SHALL CONFORM TO ASTM C270 TYPES.
- ) _
BOTTOM OF THE STRUCTURE TO
PLACE 1/2 GALVANIZED HARDWARE CLOTH OVERALL OPENINGS
)
2. C
TO INFILTRATION SYSTEM WITH STAINLESS STEEL FASTENERS (TY P.)
INDICATE THE SEDIMENT CL EANOUT`
- LEVEL
UNDERGROUND INFILTRATION SYSTEM DETAIL (TYR) _UNDERGROUND INFILTRATION BYPASS SYSTEM DETAIL (TYP.) MANHOLE @CNFILTRATI N TRENC
H INLET DETAIL (TYP
)
ALE NOT TO SCALE
NOT T SC NOT T CA O O SCALE "
GRADUATED BENCHMARK POST -
DRIVE POST 12" DEEP AND MARK IN BYPASSSTRUCTURE
TN OF STARTING
_ TENTHS O FOOT S TAR NG WITH (SEE DETAIL)
TOP OF BASIN EL. 9.00 DESIGN ELEVATION AT BOTTOM OF BASIN
SET 4. BELOW FINISHED GRADE
CASTING I I
Infiltration Trench Trench Bottom Weir Elevation._�.L—
DESIGN STORAGE EL. 7.96
.. t
I III iI: 1,:lI I.I: I I--I�l.---III
A 3 832 _
3
B 3.03 8.26 �-1,1-1 I I:_, I I_. I ::_1 I I_ —I t F_I . I—�.I I I__.., I I_,
4 PVC CAP 1 F�1 I ; -11 _ € , __ i _ ; __ w_€ ! M I 1—I ,
I —I I _d 4 ,I I I I- 8 i1 °I , E • .__:;
Q ! — BOTTOM EL. 5A0
:--- --.-
e • . D- 2:95; 8.33 BASIN BOTTOM SHALL BE„-._., ,
,
LINED WITH CLEAN FINESAND: , ...�. - �s�-
-
,� E 3.35 _ 8:42
4 SCH 80 PVC -►- CONCRETE TO SHWL AS SPECIFIED BY THE.--_,
"
COLLAR GEOTECH. EN EER.. IN __I ;
— d
SHWT (MEAN HIGH WATER) EL: 1.40
INFILTRATION PIPE
DESIGN NOTE: MAINTENANCE NOTE."
THIS DETAIL DEPICTS THE DESIGN TO BE IMPLEMENTED FOR THE W HEN SEDIMENT AGCUMUI AYES TO'A DEPTH AS SHOWN BYTHE -BENCHMARK)
- - INFILTRATION BASIN. PLEASE REFER TO PLAN SHEET C-3.4 FOR SPECIFIC THAT REDUCES BASIN VOL JME T 7 ° OF IT DESIGN VOLUME, SEDIMENT
U O 5 /o S SIG VO U , THE S E
,
BASIN DEPTH ELEVATIONS AND OUTLET STRUCTURE I RE,`,TORE URE S ZE! LOCATION. MUST BE TO RE. TORE THE INFILTRATION BASIN TO ITS ORIGINAL
DESIGN STORAGE DEPTH.
_4 SCH 80 PVC
45o BENDS
INFILTRATIONBASIN _HDETAIL
NOT TO SCALE
4„ PRE-FAB
STUB
ETAI L TYP.
INFILTRATION SYSTEM OBSERVATION POR TD ( )
EMERGENCY SPILLWAY
NOT TO SCALE
_ TOP OF E - 8.25
i
RISER
X3 OPENING) (3 GRATE OPE )
_ GALVANIZED BAR GRATING 1" x 1/81i BEARING BARS.
FASTEN - P AT iA T A 1 1/4 x 1 1/4 -x 1/4 FAS N WITH J CLI S CH O
..PRIMARY SPILLWAY >
= GALVANIZED ANGLE FRAit1E. MORTOR FRAME TO TOP OF
TOP OF RISER - 8.0
1 _ ' OUTLET STRUCTURE
(3 X3 GRATE OPENING)...
H
. .:..DESIGN VOL. EL. 7.96
ECEI
DEC
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-
REINFORCED CCtNCRETE BOX
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CONTRACTOR .0 ..HALL SIZE FOR
3 x3 TOP GRATE OPENING)
- -
' 1
OUTLET PIPE
(1) 18"
CULVERT
6 "
_ 18 RCP CC.III
_ INV. UP = 1.4061 _
{
INV. DOWN - 9:00
= o
-SLOPE 0.30 /o
F
WETLAND NOTE 6 EXTENDED BASE
AS REQ D. -
( ) Cl�
- 1. WETLANDS EXIST AS SHOWN ON THE SITE PLAN. WETLANDS WERE DELINEATED BY LAND n
MANAGEMENT GROUP AND APPROVED BY THE CORPS OF ENGINEERS ON DEGEMBER 2, 2013 . SASIN_ H if OUTLET-STRU STRUCTURE SECTION INFILT_
- NOT T O SCALE
- 2. ALL PROPOSED RESIDENCES SHALL DIVERT ROOF DR
AINAGE TO BMPs VIA
- GUTTERS, .LEADERS AND UNDERGROUND SCHEDULE 40 PVC CONDUIT, IF
NECESSARY.
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KILLMAN, SAMUEL H. iV NIF NIF 08 9910 PG 1203 , 1
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s69°44'33'E 133.66 LOT 149 �, 91 C 0.43 AC o, LOT 48_
F o V� 0.18 AC b PASSIVE OPEN SPACE _ r 10 924 SF - N 0z7 t`o,,
SWIS54"E 139.94' _, 7,800 S Q " ►' - P N
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a, IrlISEMEFT G'ta 12,300 S Q', 'US
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TCy cn tom; NB5'29�6"W 45 PRIVATE Rf W 440A9' ` Z 1O NONTENANCE STCiRMWATI i !lr z w
LL
� crs C76 ` e fl.28 AC gay EASEMENT AROUND MANAGEMENT
LO198 "" LOT 97 35.49' w.w 80.00 mow 80.00' 80.00c, ,, � . � A POND
`"�► 15,6c7:SF 14,801 SF LOT 86 yo POND U SEAL t1t1141ttttt
rb COMMON AREA #4 0.3EAC 0.34 AG 13,371 SF6
LOT 88 `�_ PASSIVE OPEN SPACE o c
\Xx
20,916 SF w a.31 AC `�
\ ( �������R moo'-A�0 111///
M 13,712 SF � COMMON AREA#2 ~-�°��,,
0.48 AC w w r LOT 94 0 0.31 AC 1�°` ,� , 162,299 SF _ _=
w LOT 95 � LOT 93 LOT 90 LOT 89 � �. 3.7 AG
� t� � _ � LOT 92 - lOT $1 - -
¢ cn w �, 10,687 SF v 10,557 SF 10,Sa3 SF ;u 11208 SF 10 544 SF � 3 1
N z :� ©u. ° 0.24 AG 1p,540 SF 12,549 SF , , L-4 21
- 5 U. 0.25AC 0.24 AC - h 'L :
�, fl.26 AC a.24 AC 0.24 AC 0 29 AC
_._.,�. w m cra o g �. COMMON
ca N t , COMMON 3
_ z 15 DRAINAG L'' $ �,'�� z AREAECEI
VE
cs N .P... " N N AREA - ` �4 ,l
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. .. o.P ..Pww.r A..P... ...0:. P.�.. +.r... ..PP. .....�.. .P..PP� G� { 1; 1 : L �"
09
115.92 8500' 85.w 80.00 80 D 80.Oa 85.00 80.00' 80.00 79.64 797.88'
GRAPHIC SCALE ��.
1728
0 30 60 120 180 .44
�
CONTROL N65°31'41*W ' . w -. ,
CORNER MASONBORO HARBOUR DRIVE MASONBO O i IAFtBOUR S
N.143570.75
E:4'�6iY E:2340101.46 -P R SUBOSUBDIVISIONSCAL
6Q RNATE jW LOT �s Ms 31 G 200 Lor a7
PEI JOB 13146 E
3 4s.P
jai rlp b®Dk 6 0 Pages 17 / t o

-S V-3
I �f j 4 � • ENDOWMENT OFUNCW .., ... � ...."r..�.`-- o-
1
. QB 5080 PG 138
NIF
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DS 6M PG 1387
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1 j 1 ( ! l.rr
S7U°27'43°E t 88.89 7 ,/ / j i 1 f I 1 - l �f
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f � I � � CP c' � � �' j � 1..%'""`'"r M �jil I ,;J r'7 ` � _F/ � � , `/%•li. ;flf `
• m ,f�/�l. t � •
...-L� CP j i f fijj
l
' ' f I ��!' , `r r `(�=�,ii;�i; f _ INTRACOAST'AL
f 1 1 f I J l ffWATERWAY
LOT 59 LOT 58 LOT 57 +. j� 1 r f ! ! / jl. 1 /
LOT 60 w LOT 56 j J f j f
- 13,855 SF .. 14,167 SF 14 977 SF " �, ,�/ `' �!1,
o LOT 61 .- , 17,716 SF W�IhANgs ; f ,(.....:- --L rt f z
m 37,156 SF 0.32 AC 0.33 AC 0.34 AC a U.41 ACC..---
33,1 Q vN ` 0.85 AC ut x J I , ff O
._r.
Vol
`s' 5
#y 0: A x G �`
o � ;r� r !!! , ,?� ' � • � ; llJ �i IRF �,.j
C39 C40 LOT 26
88.31 FUTURE DEVELOPMENT
as.4s "`"�„■ � 25,012 SF � .. f.
25.70` 269.31�� �y 0.57 AC _
C38 S69°51'Sfi"S
w
~ ` IRF .. IRF
C135 C136
102.36' 1 .f1? v.1i1�� ••`"`„• ,,,,,.,.,, � \ •..,�
S68°61,,WE C13? \ ,�•�
'
29.266 73m, C43046
IRFC�f : ti.J
p
� � LOT 27 �' ,.-,....._ .._.r. � q�' �< � © i � �
••
LOT 51 u+ LOT 52 LOT 53 � LOT 54 � LOT 55 � � 11,626 SF j �' 3p SV t � ` � N
91,032 SF 'a p 41,496 SF 11,891 SF 11.836 SF 11,265 SF { 4,27 AC �o c�, 9,"� AC
026 AC z 0.26 AC 0.27 AC r 0.27 AC °Q.26 AC I w p'2�co
m LOT �,,.+ C3 Cy z M ,
ri $,E"i72 SF;
m TM S65°21'42"E 124.32' cv Q AO' p m m'�y4 g
. tt
° " 8' UTIL.
I N 65 21Y12 W 400.0o ESMT ..+�' y r
- LOT 28
' a�"ao' sb iw so. ao so.ori'"' 10,120 SF N72°21' [, � j t��2 m
,- x IRF W C.�
r---- -� :
15' DRAINAG 0.23 AGco
- EsMT � •� � IRF
S68°21'02"E 128.68' w M 9,8 $1",
LOT 47 � L.OT 46 - LOT 45 LOT 44 � LOT 43 � � v 0.23 AC ;� , • j
11,487 SF 11,487 SF 11,487 SF 1'1,487 SF 11,487 SF � t ; �
_. FUTURE DEVELOPMENT 0 cn
026 AC 0.Z6 AC 0.26 AC 0.26 AC 026 AC LOT 29 ---' .W 14139 fr.
Q
° 11,694 SF N72
7 1
• 1 '''r j• z. N N t`~
to
02 AC ';rfTrj=f r
� I �•, - ''i��fl'j,',1'fflrlti'f � ;+••,
}} 15 DRAINAGE
t 1 ESMs "�t, f rljlf l; t I V O r,
rfj ; r1'/trJ 11 r
Z o
80.a0' SOAa` SO.Oa' 80.00' ea,ao' 111.41' eA •t' /ff'r:;f'd; t b ,_
S66°21ta2"E 518.W
G~ cn Ill to 't
t
•!YIT - ` �jf, • ♦ � t ISti t f11tf `T "� •• • mow/•
F3ELIVIS PORT' AVENUE �, • llf11Jtn
t %RF
. q,y
50 PRIVATE$/W � � :�N D t, ;`jt �; � "'�� "
" F o jf,; r " U t`
ti N65° 1'a2"UV 511.42' Q N n w l 1 f, JFt; Er t ' C8
63.93' 8Q.04' SO.aO' SO.aO' 80t} ' 127.49" r� `-- M p �� tc. ff11 t
•441
• -
l
LOT30 u Tco w AfVeNIT i ccr rJ�
w 12,477 SF x G LU ff,f, x � .
_ LOT 38 _ Lu LOT 39 � LOT 40 � _ LOT 41 � LOT 42 � 029 AC � � A2EA � � � }
e--+
� 10,496 SF 9,969 SF � 9,969 SF u 9,969 SF 9,969 SF -► �- ` u'
-. 0 0.24 AC 0.23 AC 0.23 AC N ACTIVE OPEN SPACE /
--�
� � w '� 0.23 AC � 023 AC � �
S65°21'02"E 151.69, m COMMON AREA #8
55,289 SF i
77x -
R •._ LOT 31 y
s a5.21'a2" aas.aa: � �, � - � � � •�
12,300 SF
0.28 AC
90
eo.ao� s0.00� •�"j � � ---------- --' �.+
S65°21'O2"E 158.80' !
1•rt ap ,,, i CV r j s
N M LOT 37 LOT 36 _ LOT 35 LOT 34 _ LOT 33 _ � „_ j
0 10,478 SF 9,930 SF 'u 9,910 SF _ M 9,890 SF m 9,871 SF+� j j W u '
0.23 AC R LOT 32
0.24 AC 0.23 AC 0.23 AC t 0.23 AG 11,848 SF ✓ FUTURE DEVELOPMENT '
0.27AC
C166 ;.
`� I G�� 9(j► C43 � • I � � per,
o t j
64.w 80.t}0' Sa aO' 80.00' 80.0(1' 61.13' �,��o'�` -`��� j/ C.Sa • % (^-/iryj�(`
s653141 E 465a3 ,AQ
REEF LANDING WAY PASSIVE OPEN SPACE
Q
4V PRIVATE R/W oys� COMMON AREA #1
CA N65°31'41"W 442.7T G1?6 `fir 1 i,6 SF
h32 0,27AC 18825 tr
420." , 1
N65°38'a9'W 640.91` IRF '
IRF - 0
CONTROE. ♦ -r •- 0
CORNER AQUA VISTA FARMS, LLC
N:143185.31 DS 6768 PG 2964
E:2341821.15 / .
00
ED
N
4
�--
cn �
0
PASSIVE OPEN SPACE ti _ o o _U
COMMON AREA #2 � 3 g a
162299 SF g
3.73AC w Hm$ RISC
Lu
z .
W
LEA SEAL
>>��a�����►I ur�ru�rz
OIRF IRON ROD FOUND ``����ogKN Rol
�C 'pry
otPF IRON _PIPE FOUND
O IRON PIPE SET
%El CMF CONCRETE MONUMENT FOU %%�
OVE-
CI c,�as CONCRETE MONUM ��/!!!1!llllOttlliltl111����`
IRF
GRAPHIC SG
0 30 60 120 i80 »w,
LOT 37 LOT 36
SCAT E.1'%z80'
PEI JoEw. 13146.PE
�� k 6 0) Paq e 17 3

N/F
N!F
STATE OF NORTH CAROLINA STATE OF NORTH CAROLINA PASSIVE OPEN SPACE DE 3688 PG 555
DB 4151 PG 52 COMMON AREA 733.79' -
,f
BUILDING SETBACKS NOTES:
LEGEND R-15 PERFORMANCE RESIDENT AL DISTRICT REt3UIBEM„ ENTS: 1. Area calouls led by coordinates.
OIRF IRON ROD FOUND 1. Buildings on the periphery of a Performance Residential Development 2. Property'
5g.A5' 9 p � is igted more than 2000 from a NCGS monument.
shall setback no less than twenty (20) feet from the adjoining property
OIPF IRON PIPE FOUND One. 3. Portions of ti ds tract Ile whhtn a 100•yr flood zone. according to FEMA Firm
Community'anei Number 372031440W. bearing an effective date of Apra
O IRON PIPE SET
2. In no case shall any part of a detached single-family dwelling unit be 3, 2006.
( } yPsr#ofany other detached
located close than ten 10 feet t0 an
25$,87' � ��,. % f ,fir J f ;'' ,t f` +J ` ; ` ' .� ! ;r ;J ;f r ' f } l J I p { } N M CUF CONCRETE MONUMENT FOUND single-family dwelling. 4. All Common Areas are also Drainage Easements,
IRF j J J s j r, rt
f`' + cs o f # 1 1 ,' ,l l _ ' w 0 cells CONCRETE MONUMENT SET S. Maintenanct � of as Common Areas are the responsiblilty of the Property
Z 5' V i l� M .� i( °� 1Ci i f t t f If� j i2 J[ { I r l� J f 1 f r J[(! i r r f f I J g
" Owners Ass ocJatlon.
� ESMT as i� ...
p ,tOJ / { ,± 6. Maintenance of the Stormwater System (Infdtratlon basins, swelas and
LOT 65 l t / i f �;` r` �f rl , ; lj� r ° ! jr r J! . { �f ' rl r f pipes) are th a responsibility of the Property Owner's Association.
26,477 SF i if t f/ l �/ ; { ' If ,• Jr /' j I, 1f it Jr < ` j� `r Ji AREAS
f
/ J LOTS -- 1,730,801 SQ.Fr. OR 39.73 ACRES 7. Welland are 3s are as shown on this map.
0.61 AC t i ' f f' f j ;` ;l ; f r` ' :` tf f' ' J` 1; ,` ' / } f / ,' GRAPHIC SCALE
ROADS 467.522 SQ.FT, OR 10.73 ACRES
fr`{ t% f }� / J J 1 0 30 60 120 #ao
1rfiJ t
' .� J 1 r r � ; r / 1 � COMMON SPACE �+ 455,055 SQ.FT, OF210.46 ACRES 8. Ail Imperviass must drain to the stanmvater system. . .
f o� 1 fir• `c r { f i r .WETLANDS ; I r i i f f EASEMENT= 1.720 SQ.FT.OR 0.04 ACRES ill
9. A 5' draina s easement Is located Won each property Z
i
f i . TOTAL AREA 2,655,09$ Q.FT. OR
SCALE: i�' 9 p pefh► Une.
�1t'•y j lJl i t fr J ` �if t
B 60.95 ACRES
r i '
9. Ail drainage easements must remain free and clear of obstructions,
4
Including fences.
11 g)
----10'DRAiNAGE ti J r / r r r! r 1
J!)_ 1 Jrf{ t�/{j lj iz
"i EASEMENT V G`o i f f r r 1 c,; ! !/ r f parking Is permitted.
> r , r ! � • 10. No traffic cal ming devices or on-street
ro
_ ,
f f esiabUs N H
rn LOT 66 to /. ` . .' , ro f { �3 ;r r' f l ,' ,' {
tv CJ J ' f f �• '1 f i ,t t f r l f :. e r operating g VRS m t observations.
11. Horizorntai di �tum was had based upon NAC? 1963 (NSRS 2091 }and
18,113 SF t LOT 64 }o + f t • s established
wit�tr rep g a T
i r s r ., ,f j / J� f ;a r' / S70 27"43 E
vert#cai (NAN IDSa) datum was OPCO yperlits
0.42 AC 42,956 SF !.` i r' ;; JI �, j. f , +, T'.,
GPS receiv a ratio in
2. Current prop arty PIN is R07600.003-014-000
r r 1 Gme
a, 0.99 AC f / ' f i :f IRF 66.15' ..
a i f ' <
jam
S7i La
N26401'S8"E IRF
12A 158.89 its a
.,�...-.--� LOT 67 N79°18'3?'W -
12,476 SF LOT 62 CI:inlFtEATEOFAPPROVAL 'd
--- ---- ""_' ! 0,29 AC ;� w 39,917 SF LOT 59 LOT 58 �+ l�f GYa»tt i!
LOT 60 $Cq
LOT ti3 a 0.92 AC LOT 61 37:156 SF 13,855 SF 'U,33 AC O' ` t,'c%,f
13 911 SF c4 0.32 AC DRY WJWNM& INSPECTIO DWT.09%O,TQR t Ve�.
;o '�, g p 33,671 SF w 0.85 AC ur z ,.J
20' DRAINAGE 571"18`37"E 148.4$' x 0.32 AC o 0.77 Al:
>-4 Z
EASEMENT V `� N ° 0us CY �
,tat G35 5$.87 C39 CAPE FEAR PUBLIC UTILITY AUTHRJIIRCATE RE1tiEW O FFICER CERTIFICATION LLTJ
i
a8.31 0
LOT 68 �' cis 95.4a' ;
25.70' 26$.81' i. tR L"L- forthe Cape FearPubOc STATE OF NORTH CAROLINA z
16,835 SF DOCKSIDEDRIVE f C3T s6i3°51'St3'E Utility Authority, New Hanover County, North Carolina. certify that the map or plat COUNTY C ►F NEW HANOVER z
to which this certllicatton Is affixed meets all authority MWTH V.���hQ} requirements for the public utilities as forth by ordinances. With the � C!} �
r 0.38 AC C� ortty standards and
PRIVATE R%W �
ry I� C129 Or recordation of this plat Cape Fear Public Utility Authorityaccepts the owner's 1.� 0. Ct v REVIEW OFFICER OF NEW HANO ER
•h`I'� '"' yt' '� ,56•E 102.36' 1 C135 C136 otter ofdedleationforthepublicwaterandforsewerpurposesalleasements COUNiiY,.GERTIFYTHATTHEMAPORPLATTOWHICfiTHIS
S68* 51 C137 common areas, and/or rights of way shown on the plat as dedicated for public CERTIFICI SiON IS AFFIXED MEETS ALL STAUTORY REQUIREMENTS FOR
g81.01'� E COMMON AREA #7 L29 C132 C133 2925' 73.11 utility purposes. Approval of this plat does not guarantee the avaity ati of water RE RDID IG.
5,453 SF TIE LINE and sewer services from the Cape Fear Public UtOity Authority.
r 0.13 AC (C{ en
�ilJG72l 6' 1 �.�?Revtew Ofiict3r RE1tlEW O =FiCER
SEE UfflEff r Title ate tV 00 140
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
C1
200.00'
17.50'
17AW
S 78°58'19" E
C2
26.00'
34.86'
32.31'
S 74002'39" W
C3
83.00'
14.91`
14,89'
S 40°4646" W
C4
26.00'
28.16'
26.60'
S 14'SV12" W
CS
272.00'
26.71'
26.70'
S 13°18'26" E
C6
272.00'
55.10,
65.01,
S 04412T E
C7
272.00
67.63'
67A5
S 0601407' W
CS
272.00'
28.71'
28.70'
S 18"2VW W
C9
137.50'
14.96'
14,97'
S24031WW
CIO
137.60'
55.94'
55.56
S 39'18`tt2' W
C1 i
137.50'
55 87"
55AT
S 6263VO2" W
C12
137.50'
S3.58'
S324'
S 85022'35" W
C13
137.50'
3297
32,84'
N 76WOSO W
C14
247.60'
49.3T
4925'
N 64*01'55" W
CIS
247.50'
70-IT
69.92
N 5001708" W
C16
247.50'
94.76'
94.19'
N 31'O6'47" W
C17
247.50'
47.32'
47.25'
N 14*40'OO" W
C16
21.00'
25.90'
24.29
S 44*30`59" E
C19
1 925.00'
166.96'
166.7V
N 74°4VI V W
C20
925.00'
95.8r
95.83,
N 66'31'51" W
C21
21.00'
33.71'
30.20'
N 70'27"i8" E
C22
105.00'
71.61,
702V
N 04*56'OS" E
C23
322.60':
58.05'
S7.9r
S 09"26'45" E
C24
322.50'
74,7(r
74.ST
S 02°20'47' W
C25
322-W
54.64"
54.58'
S 13*50'09" W
C26
122.50'
28.19'
28.13'
S 25*16!56* W
C27
122.50'
41.97
41.72'
S 41040'43" W
C28
23.50'
16.72'
16.3r
N 31'05'67" E
C29
47.50'
S4.W -
51AZ
S43°4&12'W
C30
47.50'
31.8V
3129`
N 83.5643" W
C31
47 5O'
142.76'
94 7V
N 21*ZTIS" E
C32
23W
28.46'
26.76'
S 72°47'25* W
C33
77.50'
2624'
26.12'
S 2892323" W
C34
21.00`
32.92'
29.66
S 269176W E
C35
550.00'
116.34'
116.1Z
N 65'03'33" W
C36
550.00,
36.41'
38AV
N 56"69S6" W
C37
Snow
49.94'
49.97
S 57°51'35'' E
C38
500.00'
79.SO'
?9.72'
S 65°1r3W E
C39
350.00'
28,66'
28.66
N 67*31`12" W
C40
35MW
$6.63'
88,39'
N 57°5613" W
041
35OA0'
8427
84.02'
N 43°46'21" W
042
20UW
9.74'
9.74'
S 380162W E
043
200.00'
128.,W
126.25'
S 58*04'05" E
C44
245.04'
26.1T
26AT
57W25'21*E
C45
245,00'
55.84'
55.72`
S 68`50'16" E
046
21.00'
35.26
Maw
N 69'36'37" E
047
21.W
30.79'
26.10'
S 20*2VI O" E
048
80.00'
63.36'
61.73'
N 39'46'22" W
C49
115,00'
69.30`
87M
S 39°1927' E
C50
140.01T
4S22'
47.98'
S 51*42'16' E
C51
100.00'
34.44'
34.2r
S 51"42'15' E
C52
156.00
120.3T
117.36`
S 39°19`27' E
C55
28.00'
25.6r
24.78'
S 88.1236' W
C56
55.00,
35.10'
34.51'
N 80*13'SW E
C57
65.00,
53.51,
55.79'
S 51'00'21" E
C58
55.00'
43"
42.10'
S010561irW
C59
55.00'
6OA2`
48.67'
S 50'44'01" W
-C60
28W
25.67'
24.78'
N 50044'01" E
C61
21.00'
29.51'
27.14'
N 16947'15" W
C62
875.00'
158.7V
166.5&
N 61'10'49" W
C63
875.00`
173.69'
173AO'
N 72'00'01" W
C64
21.00'
39.8T
34.12'
N 47°5822" E
C65
275.017
64.81'
64.66
N 00*23'OW E
C66
275.00'
87.6Z
87AW
N16*17'06'E
C67
275.OfY
79.51,
79.2N
N 33°4YOO" E
C68
276.00'
54.7T
64.64'
N 47*42'04" E
C69
495.00'
20.05'
20.05
N 54'3345" E
C70
495.00'
82.41'
82.32'
N 6002933' E
C71
495.00'
76.9r
76.89
N 69*43'01" E
C72
495.00'
76.9T
76.89'
N 78037W E
073
495.00'
35.52'
35.52'
N 85°08'12* E
C74
245. W
44.64'
44.6V
S 87*3515' E
C75
245.00'
7247'
7191'-
S 73055'45' E
C76
120.00'
45.60'
45.32'
S 54036'1S" E
C77
120.00'
43.54'
43.3V
S 33°19'31* E
C78
26.00'
27.OV
26.81'
N SW4212" W
C79
85.00'
24.65'
24.5r
S?6'10'41'E
C80
85.00'
5725
66.17'
S 48034'31" E
C81
26.00'
17.36'
MOM
S 4802444' E
C82
227.00'
105.89'
104.94'
S 01*24'06" £
C83
227.00'
- 37,41,
37.37"
S 16*41)02" W
C84 I
92.51T
2.92'
2.97
S 2201840* W
C85
92M
140.65'
127.41'
N 660045" E
CBS
21.00'
22.71'
21.67
N 51'14'40" E
C87
426.W`
8529'
95.09'
S 75*4924" W
Cos
426.00'
95.98'
9S. T
S 62°5r40' W
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
C89
2&00`
24.08'
2323'
N 63*0718" E
coo
at.00'
16.66'
16hY
S 76"02'40" E
C91
2&00'
30.36'
28.66'
N 48.12'44" W
C92-
376.00'
260.26
255.09'
S 79*0108* W
C93
376.00'
90.87
90.60'
N 74'ITSV W
C94
700.00'
77.62
77.69,
S 70'29'24" E
C95
700.00'
77.62'
77.59'
S 76'50`37" E
C96
700.00,
77AZ
77.68'
S 83'11'51" E
C97
70010V
77.65'
77.61'
S 89033'D7" E
C98
700.00'
1171'
13 71'
N 86.4733" E
C99
875.00'
81.20'
81.1r
S 88"4S7T W
CIGO
8760w
72.05'
72.03'
N 86*1034" W
C101
21W
27.36
25.46!
N 46.34'1Z" W
C102
230 00'
102.2r
101.43'
N 03'32'S5" E
C103
230.00'
148.99'
146AO'
N 34*50'41" E
C144
460.00'
120.80'
120.44'
N 61*05'34* E
C105
460.W
144M
143.9r
N 77*59117" E
C106
200.00'
95.35'
94.45'
S 79°OS'66' E
C107
I 76A0'
49.31'
48.47
N 46'39'15' W
C108
2600'
32.38'
30.33'
N 07*5745" E
C109
SSW
SEAT'
82.79,
S 14*24'OO* W
Clio
26W
3WW
31.2T
N 22.131V E
C1 t 1
21.00'
32.99'
29.70'
N 654527" E
C112
21M'
32.99'
29.70'
S 24*44'33" E
C113
21.00'
37-01'
29.00'
S 63'55'12" W
C114
650.00'
57.91,
67.89'
S 6906116V E
Ci 15
426.00'
42.11'
42-09'
S 70'OS'42" E
C116
426.00'
94.7V
94.55'
S 79*20'53* E
C117
21.00'
38."
33.54'
S 32°43'51* E
C118
21.00'
3ZSlr
29.70'
S 65*15'27" W
C119
202.50'
78.6r
78.1&
N 58°36'46" W
C120
202.50'
135.34'
132.8T
N 28'2OV9* W
C121
2100'
38.0G
33.06'
S 42*4400" W
C122
925.00'
137.36!
13723'
N 89*3552" W
C123
65040'
152.5V
i5223'
S 87107391 E
C124
21.00'
now
32.3T
S'30`0472" E
C125
127.50'
57.19'
56.71'
N 47'09'01* E
C126
21.00'
39.65'
33.96'
S 66*02'48* E
C127
277.50'
54.43'
54.3,V
S 0603201" E
C128
2100'
40.90`
34.74'
N 54°5r5l* E
C129
505.0w
45.87"
45.86'
S 66*4VIW E
C130
2100'
3607*
31.80'
N 14*54'34" W
C131
21W
33.43'
30.01'
N 78'22'32" E
0132
545.00'
80.78'
80.7V
S 60"16'15* E
0133
S45.00'
50.88'
50.86'
S 67011'28" E
C134
998.00'
7.16,
7.15
N 69*39'3r W
C135
998.00'
80.06'
80.04'
N 67.09'25" W
C136
9N.00'
80.12'
80.10'
N 62°33'33" W
C137
998.00'
80.70'
SOAr
N 57S635" W
C136
998.00'
108.30'
108.25'
N 52*3104" W
C139
21.00'
26.00'
24.37'
S 13'56'23" E
C140
21JW
34.IT
30.50'
N 6WO522" E
C141
576.00'
81.7V
81.71'
S 61'16'35" E
C142
92500'
1729'
17.29'
N 67*44'16' W
C143
2100'
30.33'
27.76'
S 16'5403' E
C144
160.00'
24.00'
23.9r
N 1905YIW E
C145
150.0ir
64.70'
6420'
N 02°56'51" E
C146
21W
28.11'
26.06,
S 28"58'03" W
C147
172.60'
7.13'
7.13'
N 66°OS'40" E
C146
172.50'
96,75
95.484
N 48*60 38" E
0149
21W
31.64'
28.88'
N 2i"54'38" W
C150
7&00'
121.66'
108.75'
N 66000`02" E
C151
21.00'
32.99'
29.70'
S 20931*41' £
0152
2100'
33.01T ,
29.7V
N 69°33'38" E
C153
65.00'
102.10'
91.97
N 69°28`19" E
0154
saw
33.05'
32.46'
S 45*2723" E
C165
852.17
46.99'
46.99'
S 65'68'31" E
0166
852,12'
94AV
94.36'
S 70*4344" E
C167
862.12'
94.39
94.32'
S77°04'31•E
C158
852AZ
94.37
94.2T
S 872508" E
C169
862.12'
16.16'
16.16
S 67°Or58" E
C16O
65A0'
74.72'
70.68'
N 54*4430' W
C161
6500'
2426'
24AT
N 11*OV59" W
0162
45 00'
W.34'
61.W
S 65*6rW W
C163
830.00'
16.26'
16.26'
S 86.4233" W
C164
745.00'
69.14'
69.11,
S 68°4823" W
C165
74S.00`
.90.06,
90.00'
N 85°04'20" W
C166
40.00'
74.00'
63AW
N 70*04'47" W
0167
120.00,
12.70`
12.69,
N 6WS6'S9" E
0168
21,W
28.lr
26.10'
S 2N1331" W
C169
21.00'
27.73'
25.76'
N 51*41'47" W
C170
120.00'
602r
49,W'
S 77*3l'43" E
C17i
385.00'
33.19`
33.#8'
S 79"5T53" E
C172
385.00'
70.15'
70.05'
S 87*351S" E
C173
635.00'
46,5r
45.5V
N 85°08'12' E
C174
635.00'
' ' W.74'
98.64'
N 78'37`34" E
G175
635.00'
58 69'
0.67'
N 11ni'25" E
LINE
BEARING
DISTANCE
L1
N 81*28'42" W
41.62'
L2
N OS`31'18" E
45.00'
L3
N 78*55'4W W
50.83,
L4
S 4WO9'46" W
3.54'
LS
N 4WO9'48' E
I 40.00'
i6
N 31'26'O2" E
15.66'
L7
S 41*50'14" E
12.84'
L9
I N 24T6'l9" E
31.73'
L10
N 14°36'08" W
31 Ar
L11
N 14°36'08" W
30.71'
L12
S 81"28'42" E
45.23'
L13
S 4i*SV14" E
12.84`
L23
N 67'05'13" E
45.38'
L24
N 52*4434" W
63AW
L26
N 09°11'22* W
14,31'
L26
S 69'4413* E
45.00'
L27
S 69"4413" E
45.00'
L28
S 69*4413' E
222V
L29
S 61'31'46" E
45AT
L30`
S 56*39'SW E
45.64'
L31
N 24*28'19* E
38.76
L32
N 18'5519" E
50.26
L33
N 3504423" W
38.44'
L34
S 35*403" E
56.6T
L35
N 24928'19' E
94.11'
L36
N 65*31'41" W
130.70'
L37
S 05*2434* E
23.01'
L38
N 20°3&05" W
33.3T
L39
N 20'35'05" W
46.65'
L40
N 2091527" E
77.75
L41
N 20'1627" E
65.00'
L42
N 20*1527" E
65.00'
L43
N 20.16'27" E
65.00'
L44
N 20"1627" E
65.00'
L45
N 20*1527" E
65,00'
L46
N 20*1627" E
65.00'
L47
N 20"1527" E
55.0D`
L48
N 20°16'2r E
65,00'
L49
N 20'152?" E
65.00'
L5O
N 20"152T E
65.W
L51
N 200f5'2T E
65.40'
L52
N 20"1627" E
65.00'
L63
N 20'1527* E
87.7&
L54
S 19*2T49" W
25.00'
L55
N 05°53'42' E
56.00'
L56
N 07"30'55' W
45.37
L57
N 38*1644" E
71.34'
LSS
N 3404OW E
15.36'
L69
N 3300&SV E
87.52'
L60
N 30*3606" E
18.1T
L61
N 30°3606* E
1.54'
L62
N 30432'59" E
90.61,
L63
N 3O°32'39" E
91.25'
L64
N 20031'OT' W
21.45'
L65
N 2206604" W
30 JE
L66
N 10*OrSS* W
SSE
L67
N 1080r56" W
10.05'
1.68
N 23*0724' W
68.42'
L69
N 23"Or24` W
SAW
L70
N 23°0724" W
1.39'
L71
N 14°65'4r W
70.92'
L72
N 09°2515' E
14.45
L73
N O9°2515" E
39.56'
L74
N 09026'15' E
13.01'
L75
N 32'30'69" E
76,80,
L76
N 22008W E
31.12'
L77
N 22'0812" E
28.46,
L78
N 29947'10" E
42.60'
L79
N 72'22'37" E
25.16
t9 � On
CERTtFICA TE OF REGISTRATION BY REGISTER OF D Z.
CERTIFICATE DISCLAIMING WATER/SEWER SUITABILITY & -t DEEDS AOL
w .,
WATERJSEWER AVAILABILITY NEW HAN( 1VER COUNTY v
N a
- ORTH CAROLINA .-.
Not withstanding New Hanover County approval of like plat, lots shown on saki b C3 0
plat may not receive Health Department approval for on -site sewage disposal FILED FOR REGISTRATION ON THE 'g _ DAY OF i j 20i*9 AT U ''o
systems, nor for Individual water supply systems, nor does such approval , '�' i`-
A3al,tP.M.)AND DULY RECORDED IN MAP OOK AT 9 t�
guarantee the availability of water or sewer services from Cape Fear Pubilc PAG r ,-
UiaityAuthadty. iMMA
r
`1 Th eats cLe ft45''P�it: a '~
REGISTE9OF DEEDS a
CERTIFICATE OFF OWNERSHIP, iiP. DEpI� CATiOi�i AND D JURISDICTION 2
I (we) hereby certify #hat I am (we) are the owner(s) of the property shown and
described hereon and that I (we) hereby adopt this plan of subdivision with my
(our) own free consent and dedicate all streets, allays, walks, packs,
conservation space and and other areas to private use as noted. All roads and CERTiFICA rE OF REGISTRATION/ DISCLOSURE FOR PROPERTY
drainage easements are dedicated for public uNty purposes. Further, I (we) OWNER'S { SSOCIATION COVENANTS, CONDITIONS AND RESTRICTIONS
certify the land as shown hereon Is located wtthtn the subdivision jurisdiction of BY EG ST =R OF DEEDS
New Hanover County.
4�5/�^- j NEW HANG VER COUNTY t--t ,
f_. , •et045 G.-G.•C NORTH CNIOLINA
Signature of Owners) Data ! PROPERTY OWNER'S ASSOCIATION COVENANTS, CONDITIONS AND
RESTRiCTf )NS FILED FOR REGISTRATION ON THE DAY OF
t AT (A.MJRIVL) AND DULY RECORDED IN DEED
BOOK r_ j AT PAGE ,......�.
�-t
CERTIFICATE OF DISCLOSURE FQ3 NEW E•tANR far VER"COU,,,, tM SEWER COSTS t W
; t�
I (we) hereby certify that prior to entering any agreement with a prospective REGISTER `3F DEEDS e buyer, I. z
(we) shall prepare and sign, and the Buyer of the subject real estate shall receive and
sign, a statement which fully and accurately that the buyer will be assessed by the
0
Gape Fear Pubtle U Atttha far the full cost of providingsewer services to the
�Y niY
subdivision at the time the District Sewer becomes available In accordance with the �
New Hanover County Code. � z
DI5W!j8_Ng''»*R CotIN rv-sTTL.RAsZ_ NTS 9 6
�-" C.�ta�• �• With this recordation Now Hanover County accepts the dedication for stomr water P-4
} h
Signature of and easemei its. er(s) Data �_ � W V (� t
0 9
County Engle tear Date
CERTIFICATE OF DISCLOSURE FOR PRIVATE DEVELOPMENTS
I (we) acknowledge that neither the State nor the County shall be responsible for
maintenance of any streets, parks, drainage, open space or other areas which ti•••+ z
are designated for private use, t (we) acknowledge that prior to contracting with a PRIVATE ROADS CERTIFICATE 0
prospective buyer, i shad give the buyer a written statement which discloses the
pit. -1 t
existence and location of such private areas and specifies the maintenance � C.� t��G �
I, HEREBY PLAT FY T P VATE
responsibilities for saute, when applicable, the statement shall dlscioae that the ROADS AS DEPICTED ON SUBDIVISION PLAT
streets) wit not be constructed to minimum standards sutticlent to allow their E BE
DESIGNED, INSTALLED, INSPECTED AND APPROVED IN ACCORDANCE r-M
! inclusion on the state highway system for maintenance: WITH SEC i ION 52-4 OF THE OF THE NEW HANOVER COUNTY
SUBDIVISION ORDINANCE AND ALL APPLICABLE NEW HANOVER a .
COUNTY CODES PRIOR TO FINAL PLAT APPROVAL FOR ALL OR A � � r- to e-
s PORTION t F THE SUBDIVISION. z
Signature o Owna Dots O
BY CERT F fING THE CONSTRUCTION OF THESE ROADS AS
C4 j PRIVAI�E.,.'HEREARE NO GUARANTEES OR ASSURANCE co��.
dal OFACCEP1 ANCE OF SAID ROADS BY NORTH CAROLINA DEFT. OF •� tY
PAiVATF ROADS CERTiFIGATtON IT O r d
00
ao Z
I (we) the developers of the Helms Port subdivision located In the unincorporated CERTIFIED DATE I-- >- = O O
area of Now Hanover County understand that the toads In said subdivision are C3 co c+
designated private. I understand that ownership and maintenance of fie roads U, 1 w w c' ci
will be the responsibility of the developer until such ttme that the developer .- V w
designates the responsibility to the Property Owner's Association. Responsibpides; z °
ur
' must be accepted by the Property Owner's Association as spedQed to the t3. Ou a. a GY 0 ,a v
Property Owner Covenants for said subdivision. The private roads in said CERTIFICA rE OF ACCURACY AND MAPPING
subdivision are to be constructed to accordance with Section 52-4 of the New I TIMOTHYSEAL
Hanover County Subdivision Ordnance and all applicable county codes which G. CLINKSCALES, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISlc3N FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION \11��itiltttitlltlltlJV
(F.EIncludeS the design, the state ofn. NorthInspeCar and approval al l licensedapproval
all (DEED DES rRIPTIONS RECORDED IN THE REFERENCES NOTED ON THIS `\\1\4tN BAR
{P.Ea) recognized In the state of North Carolina Arles to final plat appmva4 far all or DRAWING). THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS DASHED
a portion of the subdivision. If all or a portion of the road infrastructure system LINES AS D RAWN FROM INFORMATION NOTED; THAT THE RATIO OF PRECISION
within the subdivision Is bonded through a surety, performance bond, or cash IS 1.15.000; AND THAT THiS PLAT WAS PREPARED iN ACCORDANCE WITH G.S.
escrow, no bond shall be reteased'untti all road construction improvements are 47-30 AS Al ED, WITNESS O GINAL SIGNATURE RE TiON AND a A L
complete and certtfled by the professional engineer. SEAL THIS DAY F AM.,
It shall be disclosed to the prospective buyer of a lot or lots within a subdivision %�`� 1` ' •�����
that road maintenance shall run through the Property Owner'S Association to
perpetuity after acceptance from the developer until such time that the roads are TIMOTHY G LINKSCALE5, PLS LICENSE NO. L-4953
re -platted as publicly designated roads and taken overfar maintenance through lJ/JlllillttlUU
the North Carolina Department of Transportation (NCDOT) or appropriate
governing authority. i. TIM CLINNSCALES, CERTIFY THAT THE SURVEY
LAND WITHIN THE OF COUNTY OR MUNIC
�"'__ ORD THAT ULATES PARCELS OF LAND Ilk I
40e_ �/'- / "' /, A-% JUL 0 201? S V
SEL Property investors, to 61 TtM Y t LIN S. PLS LICENSE NO. L4953
PEI JOB#; 13146.PE
hook- 6 0, Page 17q-

NOTES: BUILDING SETBACKS
t 1
1. Area calculated by coordinates. R-15 PERFORMANCE RESIDENTIAL DISTRICT REQUIREMENTS:,
1 COMMON AREA #1 NIF
2. Property is located more than 2000' from a NCGS monument. 1. Buildings on the periphery of a Performance Residential Development 3,075 SF / 0.07 AC ENDOWMENT OF UNCW
shall setback no less than twenty (20) feet from the adjoining property rSSIVE OPEN SPACE DB 508D PG 1387
3. Portions of this tracts Ile within a 100-yr flood zone, according to FEMA Finn . line,____
Community -Panel Number 3720314400J, Bearing an effective date of April N/F IRF
3, 2006. 2. in no case shalt any part of a detached singla-Mmlty dwelling unit be ENDOWMENT OF UNCW 355.08' -- -
located closer then ten (10) feat to airy part of any other detached DB 5080 PG 1387 S 9° T15"E
4. Ali Common Areas are also Drainage Easements single-family dwelling.
IRF . ..•:•••
290.4T ,
5. Maintenance of all Common Areas are the responsibility of the Property
A tY N 70°2T43" W • • 68.54'
Owners Association. 106.78' L29 J
112
L27 S71°18`3? 37"� l - �S9 � LOT 9 4 �
6. Maintenance of the Stormwater System (Infiltration basins, swates and AREAS - PUMP ' �- Q_ :__ 22,546 SF J
pipes) are the responsibility of the Property Owners Association.
ROADS = 53,193 sQ.FI: OR 1.22 ACRES 0- STATION �s 0.52 AC ;�
7. Wetland areas are as shown on this map. COMMON AREA #1= 3,075 SQ.FT. OR 0.07 ACRES (PASSIVE) °N OPEN SPACE L23
COMMON AREA #2 = 7,941 SQ>F , OR 0.18 ACRES (PASSIVE)
COMMON AREA #3 = 21,207 SQ.Fr. OR 0.49 ACRES (ACTIVE) 2
L2ti L24�_ O - 15.26'
8: All impervious must drain to the stormwater system. COMMON AREA #4 = 33,259 SQ.FT. OR 0.76 ACRES (PASSIVE) ' S69 16'09"E
9. A 5' drain easement Is bated aloe each r line. LOTS = 386,856 SQ.FT. OR 8.88 ACRES %/ D C S T
9e 9 property i ne i I
PUMP STATION = 2,400 SQ.FT: OR 0.06 ACRES x y t\•> . .
10. All drainage easements must remain free and dear of obstructions, ��, co
Including fences. TOTAL AREA = 507,921 SQ.FT. OR 11.66 ACRES o y LOT 8 Z
y 15,355 SF J INTRACOASTAL 0
11. No traffic calming devices or on -street parking Is permitted. mm LOT 23 0.35 AG WATERWAY
16,220 SF !
12. Horizontal datum was established based upon NAD 1983 (NSRS 2011) and LOT 24 �. _ 1co
vertical (NAVD88) datum was established utllizIng a TOPCON Hyperlifa 21,505 SF 0.37 AC t, 1
GPS receiver operating in VRS mode with re OA9 AC -
p g peat observations. / � r,
13. Current property PIN Is R07600-003-014-000 LOT 25 a j,U
I IRF
,U
28357 SF CP. �� LOT 7
15 473 SF
LOT 26 0.65 AC C3 c�', 0.36 AC ss °
MB 60 PG 172 10' UT[L Q -- ".rG2 ocs, �sg .,�Sor, .. _
CERTIFICATE OF OWNERSHIP DEDICATION AND JURISDICTION CAPE FEAR PUBLIC UTILITY AUTHORITY CERTIFICATE N -f, , , L39 r� ♦`�0�` MEAN HIGH
�o` ESMT ,,...-,I0 � C33 -- 3 c0% _ - 47.31' WA € ER LINE 44
w ! �+iE. c w K r o
l (We hereby certify that I am (we) are the owner(s) of the property shown and , _ 0
�„�l �Clr�(1Revie Officer for Caps Fear Public gA ••"" � S69°18'09"E 2 (PRt>PERTY LENS)
described hereon and that 1(we) hereby adopt this plan of subdivision with my Utility Authority, New Hanover County, North Carolina, certify that the map or plat -' 1� r} } C28 7 10
(our) own free consent and dedicate all streets, alleys, walks, parks, to which this certification Is affixed meets all authority standards and 72 „V,I K>�Q�'.-- G29 �'2� ^--� ���� ; 0,0 , IRF L IRF
0 V) 2 r
8 �
conservation space and and other areas to private use as noted. All roads and requirements far the public utilities as set forth by ordinances. With the g1°2a QG
a1. N v', LOT
drainage easements are dedicated for private utility purposes. further, I (we) recordation of this plat the Cape Fear Public Utility Authority accepts the owner's �,38 R� 3 33 �.. - x `♦ c, ., ^ r. :`
cattily the land as shown hereon is located within the subdivision Jurisdiction of offer of dedication for the public water and/or sewer purposes all easements, -. his A" - 1a ` Z2,591 SF c
New Hanover County. common areas, and/or vigils of way shown an the plat as dedicated for public IRF C1 j 0 ,t,2r yN 6T 20- ''" a O"i 14 ' ny \, 0.52 AC IRF
-� �y
utility purposes. Approval of this plat does not guarantee the avallablltty of water CONTROL p1$t°2t3 , ''� 15 w Zti7g� '� `�' ` m 4 2.01' _ IRF
00
and sewer services from the Cape F ar Public U01 Authority. CORNER qg 00� LO"T S� 11'26 p�G ` � M, -- ° °- _ � . _-- 96.57' (TIE} 2112 • � N
t211110 i N:143568.26 .✓ �g3 a, 0• is
Signature of Owner(s} Date%1 E: 2342547.42 z1L.0�c 16 1�' 2� pC �% ..-•�, �~'" a�, jggjN NTT.- ,,._$Q3.8-. �l IRF
9%0v wOffi r ro 037 c�P m° Z
a Data w 10, 3 PC m ,,,. ;;r \ _,.-• 10' UT1L. o O � ^
- '' c� t�*r ��xx""" ESMT LOT 5 to., '� t- P, 0 W
t� IRF r�
CERTIFICATE OF DISCLOSURE FOR NEW HANOVER COUNTY SEWER COSTS rts �,.•• ? : o > \ems l.. 23,972 SF 1 i _ __ IRF r
CERTIFICATE DISCLAIMING WATERISEWER SUITABILITY &
xr_ ` ��? c�, ` 0,55 AC �, 515.t)T a 9
(we) hereby certify that prior to entering any agreement with a prospective buyer, i, WATER/SEWER AVAILABILITY c Ct "' �u n "; ____ - 108.52 lE}' " Q �
(we) shall prepare and sign, and the Buyer shall of the subject real estate shall ° " 0 - O 3. 4' (T 2_
receive ands n, a statement which fully and accurately that the b er will be LOT 18 cn FF R S69 18 09 E --
y Not withstanding New Hanover Countyapprovat of this plat, lots shown on said t3 A i v��y 97.0s' (TIE} ,� c, d W
assessed by the Cape Fear Public UtilityAuthority for the full cost of providing sewer MB 60 PG 172 LOT 17 Cl 1'1 �'� 255.91' s ` w, -J z
plat may not receive Health Department approval for an -site sewage disposal 30 � j Q W
services to the subdivision at the time the District Sewer becomes available, In MB 60 PG 172 w ° r A ` n ''n ., Lu
systems, nor for individual water supply systems, nor does such approval" 187 55 8 O 7° 0
accordance with the New anover County Code o x� o o cn
guarenAse avallabtlity of water or sewer servkes from Cape Fear Public y wo t�-r 13 `'sr k--' O LOT 4 n gy p N IRF U
laity Authority. I mac . ..-- 1 �- s�� 22 019 SF x rn � a 1. .�
j _
e s ot► �
COMMON AREA #2 , 9 gh2 '�' , I t
Signature of own s Data ty 78°55 7,941 SF ! 0.18AC 22 AG �, 0.51 AC o `. rs IRF ;? ---
ffff CERTIFICATE OF REGISTRATION/ DISCLOSURE FOR HOMEOWNER'S PASSIVE OPEN SPACE moo` �' 3 n 498.43'
, d to =, 7.0 109,85 (TIE)
ASSOCIATION COVENANTS. CONDITIONS AND RESTRICTIONS BY _ - Cs
REGISTER OF DEEDS 6' PEDESTRIAN & a 85g,. 'd ---- >'�$"98R19°E �' �, IRF5;6.48 {TIE) w ..v U
LOT 19 UTILITY EASEMENT 12 r G Sl7pIT --- x Z ,� Q IRF CERTIFICATE OF DISCLOSURE FOR PRIVATE DEVELOPMENTS UA r m I
NEW HANOVER COUNTY .,' isr r p w k
MB 60 PG 172 2 e•-,
• w
t (we) acknowledge that neither the State nor the County shall be responsible for ' `� `y "' . o (PCNN 17
} g ty NORTH CAROLINA I i.'* O c`si+�O'r 'l2 ' $ +� LOT 3 s`� r U`r�' i r' 4 `1'
maintenance of any streets, arks, drainage, open spare or other areas which xa . Cs � � F- r _ ,1 `? �, � o �
i ` $ 8F a O o, 25,17o SF ` , , 0
p P A HOMEOWNER'S ASSOCIATION COVENANTS, CONDITIONS AND _ 6� N °'
are designated for private used (we) acknowledge that prior to contracting with a .. .•* g' C "- � a � 1`r'-- $8 AC � - '` <o � : � : ��' c, co
prospective buyer, i shall give the buyer a written statement which discloses the RESTRICTIONS FILED FOR REGISTRATION ON THE DAY OF _ u°p fl R . 0. j� E N _-
existence and location of such private areas ands specifies the maintenance AT (A MiP M.}AND DULY RECORDED !N DEED fi '� m � 1 �,, ._.. ` 2.15 �
A 30' ItEPAtR lI< MAINTENANCE G a N ' o ` 489.10` 43.31 (TIE) Z
responsibilities for same, when applicable, the statement shall disclose that the BOOK AT PAGE ACCESS EASEMENT `� t7 ' za - f 72' •Q`O a t7
p pp
68' -----` � S�S'0� � 47.02 (TIE} � �
street(s) will not be constructed to minimum standards sufficient to allow their 128 _ ly r u 275.90' `'
Inclusion on state highway system for maintenance. - g5 b5'� 1�r+ D 1A 1 --- ( Q
N 11 / t � 'I t -W O U O
REGISTER OF DEEDS I
FUTURE DEVELOPMENT .r ,.d a�
L. LOT 2 a ED N ° ,
HELMS PORT YACHT CLUB /+ 9,8 S��cn $ cd,� �I z G ill r~ U
It=i j C 9 31,900 SF
IgnatOe of OWer@M FD '1C :� 1 022 A 0.73 AC'
l
1tt 4aih, Z
u, J �- IRF
NEW HANOVER COUNTY - STORMWATER EASEMENTS , > �e} .._ . uu
.:• ,�.>".... � $ it � 252.63 :: � . �+ t•..
CERTIFICATE OF DISCLOSURE TEOFAPPROVAE. 0 i' Cf !s ' . 59` i u= 15- DRAINAGE EASEMENT 427.1T 0 f.
NEW HANOVER COUNTY FLOOD PLAIN MANAGEMENT) With this recordation New Hanover County accepts the dedication for stormwater lij f 1( " 128 r� Ms N69°18'09"W_____ ` '•`�• ' n C
( N T? ---�-•
and easements. H CQl�'4!�NNINtB IINSPECTIOIVSt!>T: .,,./ � 8°5r�A5 W rn
---- i
t (we) hereby certify that prior to entering any agreement or any conveyance with a d®L • ti �m �I� s ` `:•:, k LOB- 1
prospective buyer, I (we) shall prepare and sign, and the buyer of the subject real estate R O CAMA AEG -. - -
shall receive and sign, a statement which fully and accurately discloses that the subject real
�/,� Co �, 75' -32 330 SF
Date I ' •"'' r. .._�. �',�,,, ...�..• /�..�. """' "'""
estate, or portion of the subject real estate, Is located within a flood hazard area and that the Engtn ( r.... 0.74 AC -
buyer must satisfy the requirements of New Hanover County Flood Plain Management try ,, -[ AO
Regulations prior to the issuance of construction permits, AMENITY AREA V-- /' • I- t3 $F -,--- � � 416.48' °
MB 60 PG 172 AV j1J \11 A 4,06 .�i Nfi9°18'09"W
ER
1� PRIVATE ROADS CERTIFICATE .�_,, / p.3Z Ary�i `
® • ' G 16 PFL1E8?RrAN ACCESS FASEMENi._ - �r H
Signature of owner to t � ^ ' CO Q R �•------ W - IR N �r
9 1, �1rr:'�t HEREBY CER THATALL ATE i -
ROADS AS DEPICTED ON SUBD1VISlON PLAT BEEN ,,, """„" ':"j 21,207 SF/ 0.49 AC
.IRF .>..
N 71°08'28" W 100.91
DESIGNED, INSTALLED,' INSPECTED AND APPROVES? 1N ACCORDANCE a ° GA/ "'''�,, �_ 'ACT E S G 445.41' '/� (�
'� ... O i 6 PEDESTRIAN & N 68 5041 W / 0
CERTIFICATE OF DISCLOSURE WITH SECTION 52-4 OF THE OF THE NEW HANOVER COUNTY . • ;' s .. UTILITY EASEMENT �r °50'41" W 78.68� l y
(NORTH CAROLINA COASTAL AREA MANAGEMENT ACT) SUBDIVISION ORDINANCE AND ALL APPLICABLE NEW HANOVER ..• r, } , ,�. �; N 68 1
COUNTY CODES PRIOR TO FINAL PLAT APPROVAL FOR ALL OR A Z: v : _ �C�•
I (we) hereby certify that prior to entering any agreement or any conveyance with a PORTION OF THE SUBDIVISION.
= `' SEAL :� IRS _ _ IRF'HATCHED AREA DENOTES
� s 7 • � = 210 � <� 26o.6s -- -- -----•---COMMON EASEMENT- FOR �t
prospective buyer, ! (we) prepare and sign, and the buyer ofthesubject real estate Y : �,, S68°50'05°E '.. I 1 W U
shall receive and sign, a statement which fully and accurately discloses that the buyer may BY CERTIFYING THE CONSTRUCTION OF THESE ROADS AS p .,�C�� r ti ,.• > COMMUNITY USE
have responsibility to obtain a development permit minor or major) and the agency to which PRNATE...THERE ARE NO GUARANTEES OR ASSURANCE"G�' r-�
po 0ty p P ( j} 9 Y I T r.; y ,.......G S7t3:. 7 A y (ACTIVE OPEN SPACE}
an application must be filed its order to obtain and permit prior to any undertaking or activity OFACCEPTANCE OF SAID ROADS BYNOR H CAROLINA DEPT. OF s ,�G�,,oa,, ER n, m
subject to the req items the North Caro Area Management Act TRANSPORTATION. G Li . ,,, '
t
�PO_ n,,,,,,,,,,,,,,u„r• ie 6 30' GAU�� / i.OT v M
s t•, t.0T 21 11,$O AC , ITtNI
\ 0 11,22 G , 47' o l INFILTRATION '` '� �Wr +
Signature of Ownet(s D CERTIFIED P ESSIONAL ENGINEER DATE \ �-+
.T 2 A
us 1..0 q,27 ..-� � o BASIN � _ t�
PRIVATE ROADS CERTI ON ~ �. ``° 'Ia1'S54 C 6' GAS fG'" .. `'' .�. --.- o` ''�
I (we) the developers of the Helms Port subdivision located In the unincorporated area of New
Hanover County understand that the roads In said subdivision are designated private. I
understand that ownership and maintenance of the roads will be the responsibility of the
developer until such time that the developer designates the responsib0lty to the Property
Owners Association. Responsibilities must be accepted by the Homeowners Association as
specified in the Property Owners Association for said subdivision. The private roads In said
subdivision are to be constructed in accordance with Section 52-4 of the New Hanover County
Subdivision Ordinance and all applicable county codes which Includes the design, Installation;
Inspection, and approval by a licensed engineer (P.E.) recognized In the state of North Carolina
prior to final plat approval for all or a portion of the subdivision. If all or a portion of the road
Infrastructure system within the subdivision Is bonded through a surety, performance bond, or
cash escrow, no bond shot be released until all road construction Improvements are complete
and certified by the professional engineer.
It shall be disclosed to the prospective buyer of a lot or lots within a subdivision that road
maintenance shall run through the Property Owners Association In perpetuity after acceptance
from the developer until such time that the roads are re -platted as publicly designated roads
and taken over for maintenance through the [North Carolina Department of Transportation
(NCDOT) or appropriate erring authority.
V4 PAS
SEL P r, LLC to
AFAF
REVIEW OFFICER CERTIF ATION
STATE OF NORTH CAROLINA
COUNTY OF NEW HANOVER
I. SA K Do 9.01M.55 ,REVIEW OFFICER OF NEW HANOVER
COUNTY, CERTIFY THAT THE MAP OR PLAT TO WHICH THIS
CERTIFICATION IS AFFIXED MEETS ALL STAUTORY REQUIREMENTS FOR
RECORDING.
REVIEW OFFICEtt DATE
CERTIFICATE OF REGISTRATION BY REGISTER OF DEEDS
NEW HANOVER COUNTY
NORTH CAROLINA
- FILED FOR R ISTRATION ON THE DAY OF J1A t AT'
11: �Id AM .M..} AND DULY RECORDED IN MAP BOOK�Q, AT
PAGE 2. 111�i-46-248=131 1
-r-&M#nSJ TAJA4 Ck hWt&J &I 4&M ag
REGISTER OF DEEDS 9 1 ef
LINE
BEARING
DISTANCE
L1
N 31 "26'02" E
15.66'
L2
N 48009'46" E
43.54'
L3
S 38025'01" E
48.76
L4
S 27°02'36" E
16.64'
L5
S 78°56`22" E
84.92'
L6
S 11°03'38" W
30.00'
L7
N 78°5622" W
134.53'
L8
N 11°03'38"E
12-24'
L9
N 08031'18" E
45.00'
L10
S 72°3636" E
20.20'
L11
N 31 °4T27" E
28.92'
L12
N 31 °4T27" E _
_ 28.97'
L13
N 0204255" E
48.96'
L14
N 02042'55" E
8.31'
L15
N 16°51'06" E
44.76
L16
N 75°48'58" E
18.17'
17
S 03°00'39" E
62.34'
L18
S 2204625" W
15.03'
L19
S 22°4V25" W
44.04'
L20
N 18*51'320 E
1 AW
L21
N 38°25'01" W
22.83'
L22
N 71 °05'5V E
43.93'
L23
N 71°18'37" W
47.74'
L24
N 71°18'37" W
21.50'
L25
N 71°18'37" W
38.5V
L26
N 18041'23" E
40.00'
L27
S 71 °18'37" E
37.48'
L28
N 19032'17" E
20.78'
L29
S 71°18'37" E
22.52'
L30
N 18°41'23" E
23.57"
L31
S 22018'66" E
22.54'
L32
N 22018'56" W
22,54'
L33 `
S 41°50'14" E
19.30,
L34
S 78°5622" E
61.83'
L36
S 78°5622' E
75.00'
L36
N 17°44'38" W
46.20'
L37
S 53°53'32" W
30.02'
L38
S 81 °28'42" E
143.3T
L39
S 650493T E
40.08'
L40
N 71°18'37" W
112.09'
L41
S 22°18'56" E
22.54`
L42
S 11004'15" W
198.01V
L43
S 78°5V45" E
26.00'
144 -
S 18*41*23" W
40.00'
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
C1
200.00'
17.50'
17.49'
S 78°58'19" E
C2
493.00`
29.33'
29.37
N 7904627" W
C3
493.00'
92.10'
91.97'
N 72°43`05" W
C4
1 21.00'
31.78'
28.83'
N 6901645" E
C5
527.50'
68.48'
58.45'
N 22WSW E
C6
23.6V
29.63'
27,71'
N 16°33'13" W
C7
44.00'
41.91'
40.36
S 2502327' E
C8
23.50'
30.03'
28.03'
N 34°42'22" W
C9
44.00'
25.98'
25.6V
N 5402343" W
C10
44.00'
38>45'
37.2,V
N 12026'50" W
C11
572.50'
40.13'
40.12'
N 14°35'38" E
C12
572.50'
75.06'
75.00'
N 20°21'27" E
C13
572.50'
48.88'
48.86`
N 2603333" E
C14 .
127.50'
26.,W
26.42'
S 23003'33" W
C15
127.50'
82.37'
80.94'
S 01°2337" E
C16
127.50'
5.3T
5.37'
S21°0629"E
C17
.172.50'
64.84'
64.46'
N 11 °32'S2" W
C18
172.50'
35.6B'
35.61'
N 05°08'44" E
C19
21.00'
27.6V
25.69'
S 26°38'14" E
C20
48.50'
68.00'
62.5T
N 24°10'46" W
C21
48.50'
42.84'
41.46'
N 41°1T29" E
C22
48.50'
62.21'
58.03'
S 7603929" E
C23
48.50'
43.16'
41.75'
S 14025'15" E
C24
127.60'
54.92'
54.49
N 01°16'OT' W
C26
127.50'
19.38'
19.36'
N 17°57`43" W
C26
172.50'
100.8T
99.4,V
S 0503347" E
C27
21.00'
28.77"
26.58'
N 28003'51" W
C28
448.09
19.63'
19.63'
N 68°3422" W
C29
448.00'
82.42'
82.31'
N 75°05'55" W
C30 _
448.00'
8.67'
8.67'
N 8WSS'26" W -
C31
162.50'
92.04'
90.81,
S 58003'4W E
C32
162.50'
13.19`
13,18'
S 76°36'62" E
C33
470.50'
115.89,
115.59
N 74°2520" W
C34
550.00'
160.23'
159.66'
N 20°39'33" E
C35
21.57
31.38'
28.6T
N 29°29'65" W
C36
150.00`
12.65'
12.65'
S 26°35'21" W
C37
150.00,
121.71'
118.40'
S 00°55`43" W
C38
150.00'
87.41'
86.1T
N 05°37'21' W
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LEGEND CERTIFICATE OF ACCURACY AND MAPPING
O IRr IRON ROD FOUND 1, TIMOTHY G. CLINKSCALES, CERTIFY THAT THIS PLAT WAS DRAWN U DR SEAL \1111ttlfillltt//i///
SUPEI WISiON FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION �1016 00,�C°a�;;4,���ii��
OtPF IRON PiN FOUND (DEED DESCRIPTIONS RECORDED IN THE REFERENCES NOTED ON THIS �� �r°°° °2y��
DRAWING). THAT THE BOUNDARIES NOT SURVEYED ARE SHOWN AS DASHED °
LINES AS DRAWN FROM INFORMATION NOTED; THAT
C IRON PIN SET THE RATIO OF PRECISION .= � IS 1:18,000; AND THAT THIS PLAT WAS PREPARED IN ACCORDANCE WITH G.S. S E A L
47-30, US AM DED, WITNESS {jRIGINAL SIGNATU TRIATION AND g
El CW CONCRETE MONUMENT FOUND SEAL HIS�7ArF A.D.,
o alas CONCRETE MONUMENT SET
GISTER OF DEEDS /1/ �llliiflt�
Ll
FMREGISTRATION
Es> ASLEY TIMOTHY CLINKSCA S, PLS LICENSE NO. L-4953
NEWMNRNQVER COUNTY, NG.',i
2615 JUL 15 11:40:48 M .ti
its f. TIM CLINKSCALES, CERTIFY THAT THE SURVEY CREATES A SUBDIVISION OF
R:66 PG:297-298 FEE:0 •GQ _ �tA GRAPHIC SCALE LAND IIVITHIN THE APEA OF A COUNTY OR MUNICIPALITY THAT HAS AN
Npo 0 30 60 120 180 ORD N THA GULATES PARCELS OF LAND.
ks
�Ita
ucJr �i'iGIYi 2��5U��x7i� "�
. SCALE• 1"- T1MOTY C1F� i.tNKSGALES PLS LICENSE NO L
.. -60 ••4953
PEI JOB#: 13146.PE
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