NCC214852_Site Plan or Location Map_20210830

Know whatys below.
Call before you dig.
TOWN OF SHALLOTTE
BRUNSWICK COUNTY, NORTH CARO INA
PUD MASTER DEVELOPMENT &SITE PLAN ZONING SUBMITTAL
NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES.
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.
CONTRACTORS SHALL CONTACT OVERHEAD ELECTRIC PROVIDER TO COMPLY WITH FEDERAL OSHA 1910.333 MINIMUM
APPROACH DISTANCE TO ENERGIZED POWERLINES AND OSH 29 CFR 1926.1407-1411 MUST BE FOLLOWED.
CONTRACTOR SHALL CONTACT AT&T PRIOR TO ANY DEMOLITION TO ALLOW FOR AT&T TO DISCONNECT
COMMUNICATIONS CABLES COMING INTO THE SITE.
CONTACT "CAROLINA ONE CALL" AT
1-800-632-4949
CONTACT THESE UTILITIES
TOWN OF SHALLOTTE PLANNING TOWN OF SHALLOTTE (WATER & SEWER)
ATTN: ROBERT WARING ATTN: DEBRA HORN
PH: 910-754-4032 EXT. 108 PH: 910-754-4032 EXT. 109
PIEDMONT NATURAL GAS BEMC
ATTN: CARL PAQUET PH: 910-754-4391
PH: 910-350-2242
EMERGENCY DIAL 911 ATMC
PH: 910-754-4311
POLICE - FIRE - RESCUE
MAY 2021
APPLICANT:
LDI SHALLOTTE 179 HOLDINGS LLC
60 GREGORY ROAD, SUITE 1
BELVILLE, NC 28451
SITE
VICINITY MAP
SCALE:1"=2000'
To
SCALE: 1 "=600'
Mu
Lo
SUMMERS WALK
PUD MDP, SITE & LANDSCAPE ZONING PLANS
PROJECT # 20459.PE
PROPERTY OWNER
LDI SHALLOTTE 179 HOLDINGS LLC
60 GREGORY ROAD, SUITE 1
BELVILLE, NC 28451
MAY 2021
APPLICANT
LDI SHALLOTTE 179 HOLDINGS LLC
60 GREGORY ROAD, SUITE 1
BELVILLE, NC 28451
PROJECT CONSULTANTS
ENGINEER/ LAND PLANNER/ LANDSCAPE ARCHITECT
PARAMOUNTE ENGINEERING, INC.
122 CINEMA DRIVE
WILMINGTON, NC 28403
CIVIL: TIM CLINKSCALES, PE (910-791-6707)
LANDSCAPE ARCHITECT: ALLISON ENGEBRETSON, RLA (910-791-6707)
SHEET INDEX
SURVEYOR
PARAMOUNTE ENGINEERING, INC.
122 CINEMA DRIVE
WILMINGTON, NC 28403
JOSH TAYLOR, PLS (910-791-6707)
SHEET NUMBER
SHEET TITLE
MDP-0.0
COVER SHEET
SV-1 - SV-3
SURVEY
MDP-2.0
PUD MDP/SITE PLAN
PREPARED BY:
PARAMOUNTE
I--N G I N E E R I N G. I N C.
122 Cinema Drive Wilmington, North Carolina 28403
[phone] (0) [phone] (F)
NC License #: C-2846
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028847 =
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NOTES
1. AREA CALCULATED BY COORDINATE METHOD.
2. HORIZONTAL (NAD 83-2011) AND VERTICAL (NAVD 88)
DATUMS WERE ESTABLISHED UTILIZING A TOPCON HIPER-V
GPS RECEIVER OPERATING IN VRS MODE WITH REPEAT
OBSERVATIONS.
3. THIS PARCEL IS LOCATED IN ZONE X - NOT A SPECIAL /
FLOOD HAZARD AREA - AS SHOWN ON FEMA FLOOD MAPS
NO. 3720108700K, AND 3720107700K BEARING AN EFFECTIVE
DATE OF 08/28/2018.
4. UTILITIES AS SHOWN ARE PLOTTED FROM INFORMATION /
VISIBLE IN THE FIELD AND FROM INFORMATION PROVIDED /�
BY UTILITY COMPANIES. ADDITIONAL UTILITIES NOT SHOWN /�
M`�
AY EXIST THE APPROPRIATE UTILOM ITV CPANIES co'
PID:2130003804
PIN:108713140115
VESTA ENTERPRISES INC
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HALIVAND HOLLY
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PID:213FDO21
PIN:108713036620
SASSER NICHOLAS
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PIN:108713035592
JOHNSON RANDY L JR AND
WILCZYNSKI JENNIFER J
DB 1546, PG 1297
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MARLOWE CONNIE D
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SHOULD BE CONTACTED PRIOR TO LAND DISTURBING /� ^� \ / PIN: 108713035368
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LOCATION MAP
DB 1878, PG 244 \
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7/ ZONED s"-R-'° 8' WIDE SIDEWALK/MUP, TYP.
STORMWATER+ + + + + + + + + LAND USE: RESIDENTIAL IRF SS\
+ + + + + 9 ROAD CONNECTION TO ADJACENT PUBLIC ROAD,
1. THE PROJECT IS CURRENTLY PLANNED AS A LOW DENSITY STORMWATER PROJECT WITH t t t t t t ryy } F
IMPERVIOUS LIMITED TO 24% MAX. OF THE SITE AND WILL BE DESIGNED/PERMITTED IN + + + + + + ^ oe, 4y o �e / cP
ACCORDANCE WITH STATE & TOWN REGULATIONS. t t t t t S
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FLOODPLAIN NOTES + + + + +�
1. THIS PARCEL IS IN FLOOD ZONE XACCORDING TO FEMA FLOOD MAP
3720108700K & 3720107700K WITH AN EFFECTIVE DATE OF AUGUST 28, + + + + +
2018. t t t t t t ¢J?Om°°=�h�' Nm °2�aQr O� PID 213FD031 G1 �GNZ°��O>' PNgq ��'wo
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WETLAND NOTES + + + + + s>oz>',2,: o'a;396P�°os PIN'°o8'boo
t t t t t ">' F ti0 MC19,PC550 e �o��m J
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1. WETLANDS JD IS IN PROGRESS. + + + + + + 3z- ZONED: SH-R-10 BLANCHARD DEBRA A� R9V/
2. ANY IMPACTS WILL BE PERMITTED. r + + + ... + LAND USE RESIDENTIAL DB319 PC 50 73 E-
F MC 19, PG 550
/ '6° ZONED. sH-R-10 j m
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TREE SURVEY NOTES: 86. 966''8, E PID 25 PC
t + + + t t + 27 J Pw:1o8]13E036)7
86.16'� 7. PC E PROJECTS v, OLIVIA GRISELDA
+ + + + + SHED 0 E OVER LINE m DB 3325, PG 882
1. ALL HERITAGE TREES FOUND OUTSIDE OF WETLANDS ARE SHOWN + + + + + + x 43 °"E°°s"-R8'°
THIS SHEET. 4 HERITAGE TREES, ALL 18" PINES, SHOWN FOR + + + + -r _1+ LAND USE RESIDENTIAL
REMOVAL. ANY HERITAGE TREES PROPOSED FOR REMOVAL + + + + 44 ROJECTS �'. IRF
SUBJECT TO CHANGE BASED ON GRADING AND DRAINAGE TO + + + + PIN1D108713122809
42 PRUNTY JEFFREY S ETA PRUNTY
ENSURE SAFETY OF END USER. SEE SURVEY EXHIBITS FOR ALL o° + + + + + � DB 4IMBERLYPC 1 S46
NON -HERITAGE TREE TYPES AND LOCATIONS. �4jss, + ZONED°SH-P--10
2. ALL EXISTING VEGETATION WITHIN BUFFERS TO BE PRESERVED TO + N LANDUSE RESIDENTIAL
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GREATEST EXTENT POSSIBLE. 41 LANDSCAPE NOTES
PROJECT ROAD NOTES + +
N FENCE PROJECTS PID: 87131228
IN 10871302089 + OVER LINE PIN :LLMA1ES ql� 1. ALL REQUIRED LANDSCAPE AND BUFFERS WILL BE DESIGNED AND INSTALLED IN COMPLIANCE
1. ALL ROADS ARE PROPOSED AS PUBLIC RIGHT OF WAYS CONSTRUCTED TO PI"'°8]1302WEN HILLMAPC47
STRICKLAND JERRV WEN DELL II DB 2102, PG 4]5
DB 3811, PG 365 1 + �� 31 MC24,PC8 WITH TOWN OF SHALLOTTE LIDO.
TOWN OF SHALLOTTE / NCDOT SUBDIVISION ROADS/ TND ALIGNMENT MC96,PG82 + + S 40 °NED ESIDEo / Q�
ZONED: SH-B-2 �' LAND USE: RESIDENTIAL
STANDARDS. LAND U SE' COMMERICAL + + m IPF /
2. ALL ROADS IN THE PROJECT WILL BE ACCESSIBLE TO FIRE AND EMERGENCY Mti� + + + + 47 �s PID 213FE033 6�' �% PROJECT BOUNDARY BUFFER:
SERVICES. �° + + + MloMC24 PC8AN \�0kv t-w 50 FIOR DE EXISTING UFFER OVEGETAT ON TO BE AUGMENTED ACCORDING TO THIS STANDARD IN THENTAINING 2 CANOPY TREES, 3 UNDERSTORY TREES, AND TWENTY FIELD
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DB 4369, PG EA
3. ALL PROPOSED INTERNAL ROADWAY INTERSECTIONS AND CONNECTIONS TO + + + 1 + + ° ° Mc69, PC1 /
ZONED: SHa2-10
EXISTING ROADWAYS & THE PROJECT COLLECTOR ROAD WILL HAVE A 30' h + + + + + + + + 3g ° ° LAND USERESIDENTIAL \ IF AREAS OF BUFFER ARE FOUND TO BE INSUFFICIENT- VEGETATION WITHIN BUFFER AREA TO
RADIUS MINIMUM UNLESS OTHER DESIGN RADIUS IS DETERMINED DURING + STORMWATER BMP + 96 o°°° s'2898'� REMAIN UNDISTURBED UNLESS REQUIRED FOR STORMWATER, UTILITIES, OR RELATED GRADING
TRC/ TOWN REVIEW. + + + + O V G o o°' " PID z1s,e03z
4. STREET NAME SIGNS SHALL BE INSTALLED AS SOON AS ROADWAYS ARE PIN 108]131 z3659
+ + + + + + 95 BENJAMINJETALS
ACCESSIBLE BY VEHICLE TRAFFIC TO INCLUDE DURING CONSTRUCTION AND *' p ° ° ° ° ° IRF DB4350 PG430
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SCALE: 1 -2 000 MEET REQUIRED STREET SIGN SPECIFICATIONS. 2816 / J b
+ + + + ° ° 94 5 y � 38 °F��R OJEC LAN DUSE RESIDENTIA/
5. ADDRESSING WILL COMPLY WITH TOWN OF SHALLOTTE REQUIREMENTS. °4 R + + 17171717
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2 °°°°° 93 °°° °° / PROPERTY LINE
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LINKS &NODES NOTES: ANDUSECDMMERCIAL 7 b b b 92 49 >ITE DATA: cJ°° ° ° �°o•PIN 108]13124612SWALE
1. 11 LINKS, 7 NODES= 1.57 RATI ° ° ° 17 ° ° ° Qso 'PIN
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ARCEL ID: 2130004105, 21300038, 2130003805, 2130003806 /� ° ° ° °7° �P� 104 ° ° ° 17 \ 37 2� MC24,PC8 ' I WET WETLAND EDGE
7 7 7 7 C ZONED: SHa2-10
TRAFFICIMPACTS ° ° ° ° LAND USE RESIDENTIAL
)WNER INFORMATION: LDI SHALLOTTE 179 HOLDINGS, LLC \ ° 90 °° ° ° ° G� ° ° ° ° 50 P,J 18 PID 2'3FE240 I I
�^ ° ° ° i °� ° 17 �� ° 36 THEN'12LCVNTHBAA EXISTING CONTOUR
60 GREGORY RD, SUITE 1 1. A TRAFFIC IMPACT ANALYSIS (TIA) IS REQUIRED AND ph 89 b b b , ° ° 17 ° O s DB4331, PG 114 PID 213FE029
° ° ° MC 24, PG 8 PIN: 108713125577
BELVILLE, NC 28451 UNDER REVIEW FOR THIS DEVELOPMENT. _ O o°° 5 °0 0 0 ° ; °'o o "° ° IRS ZONED s"-R-10 MATTAUC"LORIA"" RIGHT OF WAY/BOUNDARY
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° 7 7 7 7 7 7 7 7 7 17 <9 ZONED: SH-R-10
PID 21306929,2 /1t " SS SS SANITARY SEWER
IMPROVEMENTS WILL BE CONSTRUCTED BY THE PI",1KIN16ND11 a J ° ° ° ° ° ° ° ° ° ° ° ° °.� 35 sa.az AND USE RESIDENTIAL
URRENT ZONING: SH-R10, SH-B-2, SH-RAM DB AND " ♦ 101 \ ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° 51 /%� s"°as 7o.zr _
ROPOSED ZONING: PUD DEVELOPER ACCORDINGLY.
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1. TWO PHASES ARE PLANNED FOR THIS DEVELOPMENT :.' • `' 2
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2. AMENITY AND PUMP STATION ARE PLANNED TO BE + 87 :°`" 98 J ° ° ° ° ° °' 1717 ° ° ° ° 17 P MC24,PG8 — — — — — — — — —
v o b b b b b ° Q rj ZONED: SIT-R-10 PROPOSED SETBACKS
ROJECT SITE AREA: ± 65.47 ACRES (INCLUDES PORTION OF PARCEL NOT CONSTRUCTED IN FIRST PHASE + + + + O °Jo 0 0 0 0 0 17 °0 0 0 0 ~ � � LAND USE RESIDENTIAL
OF OWNED BY CREWS) UTILITIES + + ° ° 17 171717 ° 17171717b � — — — — — — — — — PROPOSED BUFFERS
° ° ° ° ° ° ° ° 7 7 7 7 °. J
± 63.91 ACRES EXCLUDES PORTION OF PARCEL NOT ° ° ° ° ° ° ° ° ° ° °
( 1. ALL WATER & SEWER UTILITIES WILL BE COORDINATED WITH + + + 86 97 71 52b b
o ° ° ° ° ° ° ° ° ° � PID 213FE626 PROPOSED POND OUTLINE
OWNED BY CREWS) TOWN OF SHALLOTTE ENGINEERING & UTILITIES + t t t t + + ° ° ° ° ° ° ° ° ° ° ° \� PIN 108]1]126338
+ + + + + + ° 3132PNG SANITARY SEWER MANHOLE
° DB E AU PG 323
° ° ° ° ° ° ° ° ° ° ° ° ° ° 7 O
STREETLIGHT NOTES IPF bbbbbb7777777777 \ 72 / °°°° O '7 O / ME SH-P-
OTALNUMBEROFUNITS: 145TOTALUNITS °°°°°°°°°°°°°° z °°°° 53 °°° 32 °NE°S"-R-'°
1. STREETLIGHTS WILL BE DESIGNED AND INSTALLED BY BEMC. + + + + + ° ° ° � 17 / ° ° ° ° "; IRF LAND
RECIDENTIAL L �
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LLOWEDDENSITY: 6DU/AC / 85 J°°°°°°°°171717 °°° 73 /
PID: 2130004102 - t t t t t t °°°°°°°°°°°°°°°°°° 17 17 J°°°°°
ROPOSED DENSITY: 2.27 DU/AC
PIN "°nzo9za310 ° ° ° ° ° � ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ` ' 1 ° ° ° °. M PID 213FE025 0 •V BUILDING HATCH
ABUNDANT LIFE FULL GOSPEL t t t t t p: ° ° ° ° ° ° ° ° ° ° ° ° 17 ° 17 ° ° ° ° ° ° ° ° ° ° ° ° 17° ° ° ° ° ° ° °' ° nM PIN: 108]1] 126310 a
DB ]81 PG"426 + + + + ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° " 74 70 ° ° ° ° ° ° ° 31 JACKSON LOLAMTRUSTEE p
° ° ° ° ° - O DB22]6 PG9]2 (D CONCRETE PAVEMENT
ZONED: SIT--2° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° 1717171717 O ° ° ° MC 24, PG 8
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t t '' ° 7 7 7 7 7 7 7 7 7 7 7 7°°° ° 7 7° ... N LAND sue. RESIDENTIAL
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PE18 °°°°°-°� °°°° 30 VEGETATED AREA
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IPF 0" C1V ° ° ° ° ° ° PIJOHN TIAN 02
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ACTIVE SPACE: CLUBHOUSE MAIL, POOL, PLAYGROUND / + �vJo °o °Q�°o o n ° ° ° ° QrPHEATHER
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BARBER
P ID:21300042 \ ° ° ° ° ° 81 T / ,,•} '~ ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° 28 BARBER VICTORIAB
PIM10]]2092AF + + ° N `;�: ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° 7 7 7 7 7 7 7 DB29]9 PG1935 SINGLE FAMILY LOT, TYP.
CANNED UNIT DEVELOPMENT: MITCHELLLENORAFAND \ ° ° °
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LID DISTRICT REQUIRES APPLICANT TO PROVIDE DIMENSION / DBNED SG443 $2 J ° ° ° ° °vvv v v v ° ZONED SH-R-10
ZONED SH_B_2 STORMWATER BMP O \ / / J 1717171717 ° ° ;: �— RF ANDUseRESIDENTIAL
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MINIMUM LOT AREA: 5,000* — � — _ P + + + + + + r + O 116 °°°°°°°°°°° °°°°°°°°°° °°°°° �-D°° 17 POSSIBLE VEGETATED BUFFER, STORMWATER
MINIMUM LOT WIDTH: 35' MIN., 20' AT CHORD MIN.* P + 31t62' + r t t + \ �W r' 17 17 17 17 17 17 17 177 ° ° ° ° ° ° ° ° ° ° ° ° ° 17,717 ° °ti BMP T.B.D. DURING STORMWATER
STREET SETBACK: 15' MIN. / O
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ACTIVE AMENITY AREA: PLAYGROUND STORM- ° ° ° ° ° ° ° ° ° ° x' 26
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PERIPHERY BUFFER: 25' MIN.
CLUBHOUSE AMENITY WITH POOL WATER
BUILDING SEPARATION: 10' MIN. (BTWN PARKING / O 64 T
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MC 29, PG 95 ° ° ° ° J ° ° ° ° ° ° PIN: 1213FE 0102
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BUILDING HEIGHT: 35' MAX. ARTICLE 17 OF UDO zoNED SF;2 ° ° ° ° ° ° ° ° ° ° ° ° " 2rj /�, p Mc z4, PGa owENDON PLANTAnoN POA INC
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O ° ° ° ° ' ° ° ° ° ° ° ° A 10871 701" ZONED: SHSIDEN 5
° ° ° ° ° ° ° ° 7 7 ° PIN: 17 17 17 17 17 Q� MULLIS JAMES PAYE LAND USE. RESIDENTIAL
9 7 7 7 17 �� OO \ T A
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2 8SANDRA 0EBEL
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1 17 17
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LAND USE. RESIDENTIAL
17° ° 5y 00 R$ PID: 213KA04538
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IRF
IRF
EXPAND EXISTING PONDS AS STORMWATER PONDS, IF ALLOWED
+ 1.48 AC PART OF PARCEL ID 21300038, BUT NOT CONVEYED WITH PROPERTY
L
CLANTON HELEN SMITH
1�36
c� 68
DB 672, PG 437
IPF 620R
MC P, PG 145
ZONED: SH5
PID: 213KA037
LAND USE RESIDENTIAL
PIN: 108717111582
SMITH HELEN C
1R668 DB 1130, PG 624
MC P, PG 145
FER
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PID:213KA038 \ ZONED: SH-RAM-15
/
1 BUF
PIN: 108717111419 LANDUSE. RESIDENTIAL
HARDEE HENRY LET HARDEE
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DB 10]9, PG 128
P ID: 213K
P PC 145
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PIN: 108717110436
ZONEDMC
SH-RAM-15
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WILLIE GENE
AND USE. RESIDENTIAL
DB 3099, PG 1391
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USZONEDE. : SREHSIDERAM-1NTI5 AL/
IPF
— EXPAND EXISTING PONDS AS STORMWATER PONDS, IF ALLOWED
V I
1�
50 FT R/W
14' 1 22' 1 6' 8' M U P
1' 1'
1/4" PER FT 1/4" PER FT
1
PERFT
1.5"- SURFACE COURSE SLOPES= 3:1 MAX
SLOPES= 3:1 MAX
6"- BASE COURSE 6" STONE UNDER CURBING
24" ROLLED CURB OR AS OTHERWISE REQUIRED BY NCDOT
PAVING NOTES:
1. ALTERNATE STREET DESIGN USING NCDOT TND STANDARDS.
2. ALL PAVING THICKNESS WILL BE DETERMINED BASED ON SOILS DATA. NO
TESTING HAS BEEN COMPLETED AT THIS TIME, SO A MINIMUM PAVING SECTION
I--j
HAS BEEN PROVIDED AND WILL BE FURTHER EVALUATED WITH THE AVAILABILITY
OF SOILS DATA.
MUP NOTES: SEE PLAN FOR LOCATIONS
^
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REFERENCE PROJECT ROAD NOTES THIS SHEET FOR ADDITIONAL INFORMATION.
TYPICAL RESIDENTIAL ROAD CROSS SECTION
ALL ROADS PROPOSED AS PUBLIC
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NOT TO SCALE
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SCALE: 1 "=100'
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PEI JOB#: 20459.PE