NCC240705_Site Plan or Location Map_20240313

VICINITY MAP
. .. HUNTERSVILLE
I _1rV ■ T of�.�1�/�` r ELEMENTARY -Q E
C1�� �PJ<V L!<V 5 O
•IL L . NORTH CA ROLINA GILEAD ROAD N
- AM! \xTTU O
_ ,' ' Plan Sheet Is Part Of The Overall > �
• �� ; �/ Approval As Of The Following Date = a)N$ °Tw
• • « •
I / I 12/05/2022 O Uzi BB
=' 4 4 N F
-4 , s Y -,� O
_. IN•�, j \ ,. k THE BOARD OF EDUCATION OF I V L.L._-- T uo
vow- va�r MECKLENBURG COUNTY PLAY AREA VVVV 1� �jly , , .. ` .' �:, .; �' .1-4 �' a ��
■ _--- - IF 200 GILEAD ROAD ( VVVV/ CLASSROOMS = c °E
■ = 6 SITE DATA 0 O O
PARCEL#01712113 ITV// /�/ _ _°D z_
'�\ - • y-. DB 1653/PG 91,DB 1653/PG 97, V LOCATION: 202,204,206,208 GILEAD ROAD HUNTERSVILLE,NC N E 'V w<
f /7////////// �a
-' I DB 1652/PG 491 /// IPIN -U-CD o9.O VI2uo,onl2l l,Ovl2u 2) z
I — J CURRENT ZONING:TND-U-CD _ n, 61 w U
iZONING:NR W Q. — ior7/77A CURRENT USE SINGLE FAMILY RESIDENTIAL/VACAMPROPOSED USE MIXED USE = O -yl(COMMERCIAL/SF RESIDENTIALI ,,2z1CONTACT: HENSONFOLEY(JAY HENSON) a -
_ 704-875-1615 CnDETAILED URBAN OPEN SPACE-COURTYARD FUTURE CONNECTOR TOGREENWAY�y I HVAC I BUILDING TYPE: SHOPFRONT FOR NEW COMMERCIAL ATTACHED HOUSE FOR TOWNHOMES o
N.T.S SUBJECT TO RELOCATION BUT NO _ _ rY/ i,
CLOSER THAN 140'FROM WESTERN ILOT TEM PROVIDED
PROPERTY LINE ter_ 0'BUFFER DISTURBED _.___ 10'BUFFER DISTURBED 10 BUFFER UNDISTURBED SPECIMEN TREE TO BE SAVED I FRONT BUILD i0 LINE SEE PLAN ) O.
140 I
10'BUFFER UNDISTURBED _ CAFETERIA/STAGE AREA MIN.SIDE SETBACK
MIN.REAR SETBACK 14'(WEST PROPERTY LINE) (EAST PROPERTY LINE) ®c x,mi,
ALL PAVEMENT MUST BE ABLE
•
TO SUPPORT AN 80,000 LB FIRE APPARATUS 20' NE 10'EAS NE
TRANSITION FROM 6"CURB PRIVATE ALLEY. r
r • TO8'CURB AT OCS. -I• - -f - I I I 4`4,- to V7/
NUMBER OF LOTS 31 LOTS Nm 9 14'REAR SETBACK MIN 'NT, - //�
SEE SHEETS CO6 AND CI4� P�� I �• 1m
If 0- I I, I 1 I, I • sl LOT WIDTH RANGE LOW:16' HIGH:178' AVG:31'
1 _ _ 1221I I I I I _ -I I l�l A l LOTSIZERANGE LOW:0.03AC HIGH:I.S5AC AVG:0.12AC W E
TRASH DUMPSTER WITH / I \ t2
I ENCLOSURE WALL/OPAQUE GATE ` to
I 'a ,1 SERVICE-DELIVERIES
I I &� '/',y ` :OPEN SPACE t a'I / PARKING(ANTICIPATED PARKING-SEE USES UNDER GENERAL NOTES FOR ALLOWABLE USES)
ALL PAVEMENT MUST BE ABLE •� COTTAGE L, EXISTING HOUSE:
• TO SUPPORT AN 80,000 LB FIRE APPARATUS ® •• COTTAGE TOWNHOMES t0 I700 SF 1ST FLOOR+2000 FUTURE EXPANSION+800 SF PATIO SEATING=4500 SF 5
• TOWNHOMES
1 NORTH ARROW
8"CURB AND GUTTER r a I 6 24 Elp 00 SF 2ND FLOOR SMALL COMMERCIAL
+.,. I fa - I� 29 2g D • 0 >~ 1 t , �j / TOTALSF FOR E%ISTING BUILDING=62005E(13 SPACES REQUIRED ROUNDED UPI
,
5'CONC. ,p I SURFACE t
I
^ SDEWALK PARKINGNEW COMMERCIAL BUILDING GRAPHIC SCALE I=30 FT.
PERM.PAVERSCAFETERIA/KITCHEN6000SF OFFICE ON 2ND FLOOR
p 4000SF RETAIL RN NI ST 00 FLO R=4000 SATING28005E
1�24 �� © 2000SF RETAILONFIRSTFLOOR PATIO SSF02e' •• ' 16_ 281TOTALSF FOR COMMERCIAL BUILDING 1CIAL SF 126 PARKING SPACES REQUIRED)0 OTAL PARKING REQUIRED FOR COMMERCIAL SPACE 19,000 SF39 SPACES(ROUNDED UPIdI
t 88SURFACESPACESPROPOSEDSARAHMCAULEY ,_ v - UBANOPEN SPACE ., , 2z 1 t 1 \ :.N "`555y
PERMEABLE PEDESTRIAN PASSAGE + _ 1 YYY TOWNHOMES: A` w • 44 m•'I`_
300 GILEAD ROAD n ,, P %. PROVIDE EDGE RESTRAINT ON pAVERS 513WSF r 1% \ / 29 UNITS AT15/UNIT44SPACESREQUIRED`' /EX.PROPERTY LINE TO REMAIN ALL PERMEABLE PAVER AREAS lol COTTAGE \
PARCEL#01712108 I S I/ ; I SEE LANDSCAPE PLAN FOR CONCEPT s TOWNHOMES 1 ,�\ 21 UNITS HAVE 2 CAR GARAGE(42 SPACES) /aj/2(Jj�,.
DB 24288/PG 1 1 Ir PERMEABLE
PAVERS �"'' ? _ 21 2� 1` \ \ / 8 UNITS HAVE I CAR GARAGE(8 SPACES) •
\\ 2UNITSH SURFACE SPACES
/9 ��`\
ZONING:NR , 0 FS - '-\ -1 • \ \A-
TOTAL PARKINGPROVIDED:52SPACES: DETACHED GARAGE \ TOTAL REQUIRED FOR PROJEC83$PACEy TOTAL PARKING PROVIDED140SPACES`°HIGH HORIZONTAL SLAT � /24' - OM . PH HORIZFNTAL I r i7/// ,/
11 •r� COTTAGE t ICOTTAGE
FEMA MAP NUMBER 3710464000K
R.I I _ % TOWNHOMES TOWNHOMES tr
�I 2000 SF POTENTIAL `� I ~� 19 20 t / FEMA EFFECTIVE DATE 09/02/200
1
1 j EXPANSION - 9' r - AS 14 IS 16 �• I7 18 ---
° \ ' \I THE BOARD OF EDUCATION WATERSHED MCDOWELL
LL I 6' �" HC PARKING/SIGNS �� I >I OPEN SPACE �t I I OF SOIL TYPE CeB2.CeD2,CuB(Type B Soils)
ACCESS,10' HVA AT C
UNITS,USE ALLOW FOR . MAIL KIOSK AND POSSIBLE I / MECKLENBURG COUNTY
HVAC UNITS,AND I a p I
MAINTENANCE TO BE PERFORMED '.J �P'�--.II. ?5 OUTDOOR COMMON AREA R , 200 GILEAD ROAD 1 1 N U
AS EXISTING 1-
1 p ,1I _ LL
_ I '� '. I p a PARCEL#01712113 — Z
URBAN OPEN SPACE _ I ��I '9 R `°Q MS •- . ®d® ;1� �� /� ! 't1 %I ( \ DB 1653/PG 91,DB 1653/PG GENERAL NOTES V) — LL
7'CONC.SIDEWALK 14'REAR SETBACK MIN I I 97 _ J
THE INTENT OF THE URBAN OPEN I PI HOUSE 11 -� - �g� ��• e 1 CONC.DRIVEWAYS-TYP. I, .- �I'/ DB 1652/PG 491 DEDICATION OF RIGHT-OF-WAY O
PSPACE INROVIDE THIS AREA IS TO158,1iI ,\:. Pk, I I �^' T �/ ,t ,I \ I I % • Q N
00 SF 2STORY PRIVATE ALLEY 40' FROM THE CENTERLINE OF THE ROAD TO BE DEDICATED AS RIGHT-OF-WAY TO NCDOT PRIOR TO ISSUANCE N
PROVIDER USEABLE SPACE FORPERMEABLE NR ZONING
3400 SF TOTAL ��1 �� J ADA _ •_ I t� ,, \ OF BUILDING PERMITS. W ADJACENT BUSINESS AND I PAVERS B I •I' tm \ \ VVV CLASSROOM$ 1 1 1
PUBLIC USE. THE AREA WILL BE zI COMMERCIAL 0 SIGNS(TYP) LLJ N I-
DESIGNED DURING THE I 4 • 1�` f • IF DEDICATING RIGHT-OF-WAY,A RECORDED PLAT WILL NEED TO BE REVIEWED AND APPROVED BY THE TOWN OF Z
COMMERCIAL SITE PLAN wI DI I '` ,�: , 100' ,5'• 3p. I I I I t�'11\ I I I )//11/1// HUNTERSVILLE PRIOR TO ISSUANCE OF BUILDING PERMITS. X ^_ D
PROCESS AND WILL GENERALLY • t '.F Q = Z
CONTAIN AREAS OF PAVEMENT, "'I I I 3 STORY TOWNHOMES 3 STORY TOWNHOMES 3 STORY TOWNHOMES t ,\ \ I I /1 PERMITTED USES O
GRASS.LANDSCAPING. I I o L SPECIMEN TREE TO BE SAVED •
-
• SINGLE FAMILY TOWNHOMES,RESIDENTIAL,AND COMMERCIAL USES.
SEATING,CAFE STYLE TABLES �1 URBAN I NEW BUILDING o 0 I 30 © I 10 11 12 13 I t
ETC.THE AREA WILL BE I ` OPEN SPACE PERMEABLE. 6000 SF FOOTPRINT ° )
CENTERED AROUND THE LARGE PLAZA PAVERS 12,000 SF TOTAL a I I\
SPECIMEN AROUND
TREE -,°I 74o0 S I ADA RAMPS PER NCDOT I \
SERVICE ENTRY FOR MODIFICATION REQUESTS Q R 0 /•�
OAK 0 STD.DETAIL 848.05 • _ �� HUNTERSVILLE •ELEMENTARY SEE COI COVER SHEET FOR MODIFICATION REQUESTS. ^ O I.-L
ENCLAVE OF THE EXISTING I Z I j 24' - �L �� �� �,• \ r Q 1 1
HOUSE/GARAGE/NEW I J, 29' y �L 26' 2T'_■ Mil
I N 11 i LL
BUILDING. III��� 57 , r� Ay/ NEW \ _` ° :....®eI��:�.: -� I ACCESS P
,,,7 DRIVEWAY p1 — ® �. • THE PRIMARY VEHICULAR ACCESS IS THE SINGLE ACCESS DRIVEWAY LOCATED ON GILEAD ROAD. (CD'
Q
ASSUMPTIONS I -o FUTURE GRASS V S 1 - � •
� ®�®� ®®������■.® ® ,. ®®� I—
E00 SF RESERVED FOR USE BY THE 7 CONC.SIDEWALK a0 SI 1MT I' E/ FLUSH CURB i ��I�' RESERVED R/W ®�I,� —�X R/W_ I 0Ce N J_ ;^
EXISTING HOUSE THAT WILL BE w ,..�� .�,. , I IT TRIAN I. 1 Y.i _ •d (� �+'
RESERVED R/W 10 GLE o, `E EX R/WSIGNAGE
CONVERTED TO COMMERCIAL ®®®®® - ° z EXR/W _ -- -- _.7'CONC.SIDEWALK • ALL SIGNS SHALL COMPLY WITH THE TOWN OF HUNTERSVILLE CODE. ^_
EX POWER LINES T 70'/ - c \ _ _�
AND EOOSF RESERVED FOR THE 1 / —I- - - d _- -- _- _ _ _7_ O O
NEW COMMERCIAL BUILDING. T ---- �' _—�.,,,I�i CLOSE EXIST.DRIVEWAY TRASH
s
_ ��
P
_ _ _— ,T,, - ADD 3V'C&G • GARBAGE SERVICES WILL BE PROVIDED IN A DUMPSTER FACILITY ON SITE FOR COMMERCIAL AND ROLL OUT TRASH Q `Q
t'8 —
c s w_ —� IN ALLEY FOR RESIDENTIAL UNIT
_ _ 1'MAINTENANCE EASEMENT BEHIND R/W w 0 N
EXIST CURB ]5- _ • TRASH PICKUP WILL BE SERVED PRIVATELY.A WASTE MANAGEMENT AGREEMENT WILL BE OBTAINED SEPARATELY -
EXISTSIDEWALK �� I -.---- CLOSE EX.DRIVEWAY— J L.- O
c GILEAD ROAD- - ADD 30'CEO _ _ HVAC/UTILITY EQUIPMENT '^ U N
1 S Ala - - - NCDOT MAINTAINED 3. s • HVAC UNITS FORTOWNHOMESWILLBEADJACENTTOTHEGARAGES V N
— — — •------ --------------------- EX. O
CLOSE EXIST.DRIVEWAY s DRIVEWAY / • HVAC FOR LARGE COMMERCIAL BUILDING WILL BE ON THE ROOFTOP Q� N
I ADD 30"CEO Y+__ - _ _ a _\_ /_ 25]- \ ( • HVAC FOR EXISTING HOUSE WILL BE ON THE SIDE
s EX • HVAC UNITS WILL COMPLY WITH 7.6 OF THE ORDINANCE
/� a GILEAD ROAD_ O — DRIVEWAY
s \1 WATER/SEWER/UTILITIES
45'pup,'�RAN(@ MILL a OVERLAY I sysc NCDOT MAINTAINED ISR-2136) I I I I
I SEENWOr STD.DETAIL THIS SHEET POSTED SPEED LIMIT 25 MPH PER NCDOT-EXISTING PAVEMENT TO BE REMOVED AND RE STRIPED • WATER AND SEWER AVAILABLE WITHIN GILEAD ROAD.
60'R/W(EXIST) FOR A LEFT TURN LANE-MILL AND OVERLAY.
_ CONRACTOR TO PROVIDE TRAFFIC CONTROL PER NCDOT GUIDELINES-MAINTAIN
202' WORK ON HALF OF THE ROADWAY AT AT TIME TO MAINTAIN THROUGH LANES IN EACH DIRECTION.PROVIDE LIGHTING
I W> APPROPRIATE SIDEWALK CLOSURE SIGNS/DETOURS-SEE TRAFFIC CONTROL PLAN I I • THE LIGHTING FOR THIS PROJECT WILL MEET THE REQUIREMENTS OF 8.26.
II Q II SIDEWALK AND STREET TREES ALONG
u GILEAD ROAD TO BE BONDED DUE TO POWER ENVIRONMENTAL
LINE RELOCATION PROJECT.EXISTING WALL AND FENCE TO REMAIN
II O II _ • EROSION CONTROL PLANS WILL COMPLY WITH CURRENT ORDINANCES AND BE APPLIED FOR DURING THE REVISIONS:
COMMERCIAL SITE PLAN PROCESS.
EXISTING BUA SUMMARY (AC) II p I 3 II I I • WATER QUALITY,POST CONSTRUCTION,AND STORM WATER MANAGEMENT WILL COMPLY WITH THE CURRENT 2022/09/15-TOWN REVIEW
N I I ORDINANCES AND WILL BE APPLIED FOR DURING THE SITE PLAN PROCESS. 2022/11/03-TOWN REVIEW
(SF)
W II BUFFERS/LANDSCAPING
I Es,TOTAL EXZ EXISTING 18,438 0.423
EXISTING TO BE REMOVED 16,721 0.384 D_ ,..,Id
• BUFFER YARDS SHALL BE PLANTED IN ACCORDANCE WITH ARTICLE7.5 OF THE ZONING ORDINANCE.THE BUFFER
F WILL BE NATURAL.UNDISTURBED WOODED AREAS.AND SUPPLEMENTED IF AN OPAQUE BUFFER IS NOT CREATED
EXISTING TO REMAIN 1,717 0.039 I O B! WITH EXISTING VEGETATION PER ARTICLE 9.5 OF THE ORDINANCES.
>LiPROPOSED BUA x I EXISTING R/W II}^'
EXISTING R/W
(SF) (AC) UI VED R W 30 1 4 TRAFFIC LOADING INFO
COMMERCIAL 5,950 0.137 I q 1'MAINTENANCE
+"F I9 EASEMENT PER MANUFACTURER,BELGARD PERMEABLE AND INTERLOCKING CONCRETE
6 .FUTURE EXPANSION 2,000 0.046 `/S m PAVEMENT SYSTEMS ARE MANUFACTURED TO ASTM C936 STANDARDS
SMALL TUBING REQUIRING AN AVERAGE COMPRESSIVE STRENGTH OF 8,000 PSI.FOR A
TOWNHOMES 29,910 0.687 SOAR.MALL OE.sillOMB R.TIDENIBBO.G PAVEMENT AND I r TYP.PAVEMENT SCHEDULE r ''� SIRE TREES 81,5W LB THEORETICAL DESIGN LOAD,THEORETICAL MAXIMUM TIRE PRESSURE
EXISTING SIDEWALK BIKE CENTER DUAL TURN LANE WESTBOUND
CONCRETE 10,615 0.244 MnLe T A n,Inr Tnn) L..v,a r. WITHIN NCDOT RIGHT OF WAY I EASTBOUND BIKE '''''. I EXERTED ON THE PAVEMENT SURFACE LOADIS 171.88 PSI.
CURB 2,962 0,068 ? +/-9 �.L+/-5
ST 1 I
PERMEABLE PAVERS 53,792 1.235 ■ +(� .,�n.•.r.....ls2s[')�uzlw..r t I 1 COMMERCIAL
I.My�+.t•�w aIu \\\\\
__ _1'1.!'LIFTS y I L•1 I=1 L AM I NEW SIDEWALKI BUILDING
TOTAL D35,229 2.416 B' — - 1 —
TOTAL BUA 1 4 I'.u�.ddl..HI •l uunuldnu nu[i1 �S� 5'MIN
BASE COURSE \'C ��� uW� uu' I�uu II'I lq'I.�.u�ll
(SF) (AC) % SITE Q 1141bs/ryfln
\\ PROJECT TIME TABLE CO3-SITE PLAN.DWG
SITE AREA 171,543 3,938- N.T.S PROJECT NUMBER: 221015
Base Course 825.0C a'114 Ibu/sy/III SIDEWALK AND STREET TREES ALONG SUBMIT REZONING-DEC 1,2021
PROPOSED BUA 105,229 2.416 61.34% ( ) 5.5• f fGILEAD ROAD TO BE BONDED DUE TO POWER TOWN BOARD APPROVAL-APRIL 18,2022 DATE:07/15/2022 DRAWN BY:JAH
EXISTING BUA TO REMAIN 1,717 0.039 1.0(735LINE RELOCATION PROJECT. EXISTING WALL AND FENCE TO REMAIN SUBMIT COMMERCIAL SITE PLAN-JULY 2022
NCDOT CURB&GLITTER INSTALLATION DETAIL. 1 s BEGIN CONSTRUCTION-FALL 2022 CO3 7(�
TOTAL BUA 106,946 2.455 62.34% WITHIN FYISTING AND FUTURE RIGHT OF WAY N.T.S ob GILEAD ROAD FRONTAGE/CROSS SECTION ON COMPLETE CONSTRUCTION-SPRING 2023 17
SHEET OF
CO3-SITE PLAN.DWG-PLOT:Justin-MON.11-7-2022 3:33 PM