lwe - loopnet
TRANSCRIPT
2 STORYRETAIL/OFFICE
2 STORYRETAIL/OFFICE
1 STORYRESTAURANT
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EX. WASHAM POTTS ROAD
(60' PUBLIC RIGHT-OF-WAY)
EX. STATESVILLE ROAD/US HWY #21(150' PUBLIC RIGHT-OF-WAY)
13,200± S.F.
3,900± S.F.
BUILDING 6
BUILDING 5
BUILDING 4
16,000± S.F.
FFE 779.6
FFE 779.6 FFE 779.6
N.T.S.VICINITY MAP
SITE
Know what'sbelow.before you dig.Call
R
1950 Abbott Street, Suite 605Charlotte, North Carolina 28203
Phone: 704.373.3101Fax: 704.373.3103
www.mindseyearchitecture.net
ISSUE DATE:PROJECT STATUS:PROJECT NUMBER:REVISIONS:
12.27.16
Oakhurst Two, LLC9606 BAILEY ROAD
CORNELIUS NC 28031
Village atOakhurst(Phase II)Proposed
Development
NOT FORCONSTRUCTION
copyright: 2015 mind's eye architecture, inc.
LWEN.C. CORP. LIC. C-1815
N
18584SEAL
NI
NIG EENE R
A
RO
LANO
LAH CISEFOR
OP
SRT
LATHAM-WALTERSENGINEERING, INC.
16507-A NORTHCROSS DRIVE HUNTERSVILLE, N.C. 28078
PHONE: (704) 895-8484FAX: (704) 237-4362
LWEN.C. CORP. LIC. C-1815
N
18584SEAL
NI
NIG EENE R
A
RO
LANO
LAH CISEFOR
OP
SRT
LATHAM-WALTERSENGINEERING, INC.
16507-A NORTHCROSS DRIVE HUNTERSVILLE, N.C. 28078
PHONE: (704) 895-8484FAX: (704) 237-4362
LWE PROJECT NO.: 2015.33
SD15-006
SITE NOTES:PROP. 10' CLASS ABUFFER
WQ/DETENTION
1. ALL DIMENSIONS FOR CURB RADII ARE GIVEN TO THE BACK OFCURB, AND ALL DIMENSIONS FOR ENTRYWAYS, AISLE WIDTHS, & PARKINGSPACES ARE GIVEN TO THE FACE OF CURB UNLESS OTHERWISE NOTED.
2. SIGNAGE SHALL BE IN ACCORDANCE WITH CHAPTER 10 OF
NOTES:
THE TOWN OF CORNELIUS LAND DEVELOPMENT CODE ANDSHALL BE PERMITTED SEPARATELY.
4. SEE ARCHITECTURAL DRAWINGS FOR LIGHTING PLAN.
3. ALL LANDSCAPING SHALL INCORPORATE COMPATIBLE MATERIALS.(SEE SHEET FOR LANDSCAPING PLAN)C5.0
FUT
UR
E D
EV
ELO
PME
NT
FUT
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ELO
PME
NT
FUTURE DEVELOPMENTFUTURE DEVELOPMENT
FUTURE DEVELOPMENT
FUTURE DEVELOPMENT
C1.0SITE PLAN
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11
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LPST
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LPST
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11
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8
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17
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GDP
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GDP
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GDP
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GDP
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GDP
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TBX
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WV
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10'X70' SIGHT TRIANGLE
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CBX
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EX. 30" C&G
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35'X35' SIGHT TRIANGLE
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S85°02'55"E 297.58
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S84°59'18"E 60.41
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S21°20'17"E 48.45
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S18°30'52"W 100.00
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S75°15'22"W 290.47
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S39°03'43"E 124.70
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N16°55'01"W 537.97
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L1
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C2
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C1
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C3
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L2
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C4
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N16°55'01"W 475.29
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35'X35' SIGHT TRIANGLE
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EX. R/W
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EX. WIRE FENCE
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EX. R/W
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EX. R/W
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EX. R/W
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EX. R/W
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EX. R/W
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EX. R/W
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EX.SIGN
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LPST
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PP
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PP
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LP
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S85°10'22"E 51.82
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S30°59'30"W 64.86
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S85°05'40"E 80.64 PROPERTY TIE
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S85°10'22"E 28.98 PROPERTY TIE
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S77°48'33"E 4180.76 PROPERTY TIE (GROUND)
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PARCEL ID: 005-081-19 BRUCE FRANKLIN GRIGG DB 25646, PG 368
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EX. BRICK PAVERS
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EX. CONC. SIDEWALK
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18
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RP
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Y
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6
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3
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APPROX. LOCATION OF EX. 24" WATER MAIN
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RP
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1 inch = ft.
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( IN FEET )
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GRAPHIC SCALE
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0
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30
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30
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60
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30
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120
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15
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MAGNETIC
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USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
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TO THE PUBLIC.
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CAROLINA DEPARTMENT OF TRANSPORTATION.
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4). SHORING WILL BE ACCORDING TO OSHA TRENCHING
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STANDARDS PART 1926 SUBPART P, OR AS AMMENDED.
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BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
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3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
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1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
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APPROPRIATE PARTIES AND ASSURING THAT EXISTING
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2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
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UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
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12/27/16
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77
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STATESVILLE RD
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21
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WESTMORELAND RD
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WASHAM-POTTS RD
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BAILEY
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RD
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RD
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POTTS
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WASHAM-
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NORTH
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CURVE
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RADIUS
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ARC LENGTH
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CHORD BEARING
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CHORD LENGTH
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C1
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180.00
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34.24
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S33°18'46"E
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34.19
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L1
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S25°35'52"W
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29.12
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C2
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220.00
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66.79
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S30°02'07"E
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66.53
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C3
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20.00
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33.72
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S26°57'21"W
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29.87
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L2
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S16°11'40"E
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12.74
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C4
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20.00
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30.91
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S60°28'11"E
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27.92
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LINE
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BEARING
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DISTANCE
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3. PROPERTY ZONING: NR, TN
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24'
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& CONC. PAD
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CONNECTION
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1. PARCEL ID: 005-034-02, 005-081-20
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7. FEMA FLOOD PANEL: #3710464200K, DATED: 09/02/2015
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THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD ZONE
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2. SITE ADDRESS: 9615 BAILEY ROAD
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CORNELIUS, NC 28031
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PROPOSED USE: COMMERCIAL
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SITE AREA: %%P3.05 ACRES
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DB. 29980 PG. 554, DB. 29980 PG. 542
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EXISTING USE:VACANT
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6. STREAM WATERSHED: MCDOWELL, POST CONSTRUCTION DISTRICT: CORNELIUS
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4. TOTAL AREA OF BUILDINGS = 33,100 S.F.
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24'
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19'
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DUMPSTER
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ENCLOSURE
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FUTURE
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10' PLANTED BUFFER
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CURVE TABLE
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LINE TABLE
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5. PARKING DATA: OFF-STREET PARKING PROVIDED = 155 SPACES OFF-STREET H.C. PARKING PROVIDED = 6 ON-STREET PARKING PROVIDED = 7 SPACES TOTAL PARKING SPACES PROVIDED = 168 168 PARKING RATIO: 33,100/168 = 1 SPACE PER 197 S.F.
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9'
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(TYP.)
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24'
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9'
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24'
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24'
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19'
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(TYP)
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EX. STREET TREE (TYP.)
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NEW ON-STREET
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PARKING
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10' LANDSCAPE BUFFER (TYP.)
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24'
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(TYP)
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24'
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(TYP)
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24'
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19'
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RELOCATED SIREN
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POLE BY DUKE-ENERGY
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RING & POST
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BIKE RACK (TYP.)
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FUTURE CONNECTION
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PROP. 10' WIDE CROSSWALK
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PROP. 4' WIDE CROSSWALK
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TO PUBLIC S/W
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FUTURE CONNECTION
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TO PUBLIC S/W
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PROP. STEPS
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TO BAILEY ROAD
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16.5'
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7 COMPACT SPACES
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16.5'x9.0'
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POND RETAINING
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WALL, 310 L.F.
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SEE DETAIL SHT.
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SITE NOTES: 1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PREVENT ANY DAMAGE TO EXISTING UTILITIES DURING CONSTRUCTION. DAMAGE TO THESE UTILITIES SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER / DEVELOPER. 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL UNDERGROUND UTILITIES WHICH ARE SHOWN AND TO USE REASONABLE EFFORT AND METHODS TO PROTECT ANY UNKNOWN UNDERGROUND ELEMENTS. THE CONTRACTOR SHALL NOTIFY THE DEVELOPER IMMEDIATELY IF UNKNOWN ELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE MODIFICATION TO THE ILLUSTRATED DESIGN. 3. ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 4. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE STATE OF NORTH CAROLINA, MECKLENBURG COUNTY STANDARDS, AND THE TOWN OF CORNELIUS LAND DEVELOPMENT CODE. 5. THE OWNER AND ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY SIGNIFICANT DISCREPANCIES FOUND IN THE FIELD PRIOR TO PROCEEDING WITH WORK. 6. THE CONTRACTOR SHALL VERIFY THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM THE APPROPRIATE AUTHORITIES PRIOR TO BEGINNING CONSTRUCTION. 7. REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 8. THE CONTRACTOR MUST CALL 1-800-632-4949 72 HOURS IN ADVANCE OF ANY DIGGING. 9. ALL SIGNAGE TO BE PERMITTED SEPARATELY.
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ACCESSIBLE PARKING
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CLDS STD. 50.10A
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EX. POWER POLE TO BE
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RELOCATED - COORDINATE
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WITH UTILITY CO.
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DI
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CB
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CB
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CB
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CB
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CB
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ACCESSIBLE PARKING
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CLDS STD. 50.10A
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ACCESSIBLE PARKING
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CLDS STD. 50.10A
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CLDS STD. 10.32A & B
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CLDS STD. 10.32A
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ACC. RAMP
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CLDS STD. 10.32A & B
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CLDS STD. 10.32A & B
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PROP. 1'-6" C&G (TYP.)
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PROP. 1'-6" C&G (TYP.)
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PROP. 1'-6" CURB & GUTTER (TYP.)
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PROP. 1'-6" CURB & GUTTER (TYP.)
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PROP. 1'-6" C&G (TYP.)
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PROP. 1'-6" C&G (TYP.)
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C7.0
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RING & POST
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BIKE RACK (TYP.)
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SEE DETAIL SHT.
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C7.0
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PROP. E.U. TRANSFORMERS
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9'
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1533-SP.dwg