1.1.0-2016-075 C1.0 (062017)

TEXT:
CB - CATCH BASIN
CMP - CORRUGATED METAL PIPE
CO - CLEAN OUT
DB - DEED BOOK
DI - DROP INLET
ECM - EXISTING CONCRETE MONUMENT
EIP - EXISTING IRON PIPE
EIR - EXISTING IRON ROD
EN - EXISTING NAIL
EOG - EDGE OF GRAVEL
EOP - EDGE OF PAVEMENT
FH - FIRE HYDRANT
FP - FLAG POLE
FV - FIRE VALVE
GM - GAS METER
GV - GAS VALVE
GW - GUY WIRE
HDPE - SMOOTH BORE HIGH DENSITY POLYETHYLENE PIPE
HVAC - HEATING/COOLING UNIT
LPST - LAMP POST
(M) -MEASURED
NCGS - NORTH CAROLINA GEODETIC SURVEY
PBX - POWER BOX
PM - POWER METER
POB - POINT OF BEGINNING
PP - POWER POLE
(R) - RECORDED
R/W - RIGHT-OF-WAY
RCP - REINFORCED CONCRETE PIPE
SDMH - STORM DRAIN MANHOLE
SSMH - SANITARY SEWER MANHOLE
SQ.FT. - SQUARE FEET
WV - WATER VALVE
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6" COMPACTED ABC STONE BASE
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GRAVEL PAVING SECTION
1.5" S9.5B
2" 1-19C OF S9.513
I I- 8" COMPACTED ABC STONE BASE
HD ASPHALT PAVING SECTIO
NOT TO SCALE
2" S9.5B
6" COMPACTED ABC STONE BASE
STANDARD ASPHALT PAVING SECTIO
NOT TO SCALE
SITE DATA
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208 OLD MOCKSVILLE ROAD
STATESVILLE, NO 28625
704-838-8245
)ject Address:
142 SHERLOCK DRIVE
STATESVILLE, NORTH CAROLINA 28625
rperty Information:
PIN: 4755-87-5333 & 4755-87-1399
DEED BOOK 1478, PAGE 2186
DEED BOOK 2462, PAGE 1183
TOTAL ACREAGE = 5.3 AC.
ZONING: RA
SETBACKS:
FRONT = 25'
REAR = 25'
SIDES = 10'
MAX. BUILDING HT. = 50'
king:
REQUIRED PARKING (PHASE 1)
USING THE CATEGORY OF "HEALTH/DENTAL PRACTITIONERS
OFFICE" FROM THE CITY OF STATESVILLE UNIFIED
✓ELOPMENT ORDINANCE.
6.0 SPACES PER 1,000 GFA
5,830/1,000 X 6.0 = 35 SPACES
PROVIDED PARKING
STANDARD PARKING SPACES (9'X20') = 33
REGULAR HANDICAP SPACES (13'X20') = 1
VAN ACCESSIBLE HANDICAP SPACES (16'X20') -
LINE:
PROPERTY LINE
PROPERTY LINE (NOT SURVEYED)
EASEMENT
SETBACK
WATER LINE
SANITARY SEWER PIPE
STORM DRAIN PIPE
FENCE
FORCEMAIN
TREE LINE
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VICINITY MAP
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PLANTING
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ISSUED DATE:
5S
QTY. COMMON NAME
SCIENTIFIC NAME
5S
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SHERLOCK DR.
INTERSTATE 40
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VICINITY MAP
NOT TO SCALE
PLANTING
SCHEDULE PHASE 1
DRAWN BY: PSB
ISSUED DATE:
SYMBOL
QTY. COMMON NAME
SCIENTIFIC NAME
MIN. SIZE
SHADE TREES
4
RED MAPLE
Acer rubrum
2.5" CAL./8' HT.
0
SHUMARD OAK
Quercus shumardii
2.5"CAL./8' HT.
0
LITTLELEAF LINDEN
Tilia cordata
2.5"CAL./8' HT.
4
LACEBARK ELM
Ulmus parvifolia
2.5"CAL./8' HT.
0
SOUTHERN RED OAK
Quercus falcata
2.5"CAL./8' HT
ORNAMENTAL TREES
4
WASHINGTON HAWTHORN
Crataegus phaenopyrum
1.25"CAL./6' HT.
4
EASTERN REDBUD
Cercis canadensis
1.251-CAL./6' HT.
LARGE SHRUBS
7
JAPANESE ANDROMEDIA
Pieris Japonica
3' HT.
7
CHINESE HOLLY
Ilex cornuta
3' HT.
7
THUNBERG SPIREA
Spirea thunbergii
3' HT.
7
OAKLEAF HYDRANGEA
Hydrangea quercifolia
3' HT.
7
SHOWY JASMINE
Jaminum floridum
3' HT.
/ SMG LEASING ASSOCIATES, GP
D.B. 2158, PC. 1127
PIN 4755870208
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HE INTENT OF THIS PLAN IN TO MEET THE REQUIREMENTS OF THE CITY OF
TATESVILLE LANDSCAPING ORDINANCE. ADDITIONAL LANDSCAPING (NOT SHOWN ON
HIS PLAN) MAY BE PROVIDED BY THE OWNER TO FURTHER ENHANCE THE APPEARAI`
F THE OVERALL SITE / PROJECT.
TYPE "A" LANDSCAPE \
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110.29'
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9.0' (tYP)
25" RADIUS
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NOT TO SCALE
VALLEY CURB SECTION
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STANDARD CURB & GUTTER SECTION
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STATESVILLE HMA INC.
NEW METER TO BE FIELD LOCATED, '%i illinvv�`�� D.B. 1221, PC. 373
ADJACENT TO EXISTING METER FOR\\ PIN 4755777934
DERMATOLOGY (PRIVATE METER) ZONED 0+12
w\U�uuuii� R20.5'
NEW 2" WATER SERVICE
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D.B. 2462, PG. 1183
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�,(M p 4.0 DRAWINGS FOR as ° \ SERVE AS TYPE "A"
A\� A- A- �k PENETRATION LOCATION QO \ LANDSCAPE BUFFERYARD
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\k SEE SHEET P1.2 FOR X00 SE�N�R NEW 2" F_ORCEMAIN
7.65 \ k k k � - NV. CONTINUATION87615 �/� LF P �� SCOPE sE� PS 5
SHEET NOTES: k
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-
1. SEE SHEET C2.0 FOR STORM DRAINAGE DATA CHARTS. \ R62.0 4.0 CP �� . �
2. SEE SHEET C1.1 FOR PHASE 2 CONSTRUCTION. 4- 6 o cS _0 -,1 > a�
1 1
3. SEE SHEET M1.1 FOR MECHANICAL EQUIPMENT. \\'�,c�' �Xo
4. SEE SHEETS C4.1 AND C4.2 FOR STORMWATER MANAGEMENT y \ /O
DETAILS.
5. DIMENSIONS ARE TO FACE OF CURB UNO. �l \
�� as a ° NEW 5' CONCRETE SCD C9�d
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VALLEY CURB a
R50.0' �� i
Required Landscaping: �` �a� �a
TYPE "A" LANDSCAPE BUFFER YARD
8' WIDE CONTAINING (PER 100 LINEAR FEET) O (�
2 ORNAMENTAL TREES (12 POINTS @ 6 EACH) \ ��
14 MEDIUM SHRUBS (28 POINTS @ 2 EACH) \
TOTAL POINTS PROVIDED = 40 (REQUIRED)
128.63'
"STREET" BUFFER YARD
8' WIDE CONTAINING (PER 100 LINEAR FEET) "STREET" LANDSCAPE
3 SHADE TREES (36 POINTS @ 12 EACH) BUFFERYARD
TOTAL POINTS PROVIDED = 36 (REQUIRED) a
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PARKING LOT LANDSCAPE REQUIREMENTS
NUMBER OF SPACES 35 `���� \ a )
REQUIRING - 38 POINTS
0
4 SHADE TREES \ oo� a bra
- OR - x�j'\ .
2 SHADE TREES AND 3 ORNAMENTAL TREES G�j
CD 0 0 \ �aa Q
SEE DETAIL THIS SHEET FOR PLANT SCHEDULE, (�
AND SHEET C4.0 FOR TREE PLANTING DETAIL.
Survey Information:
PLAT AND BOUNDARY SURVEY PREPARED BY
OTHERS
TOPOGRAPHIC INFORMATION FIELD GATHERED BY
G.L. WILSON BUILDING COMPANY ON APRIL 20,
2016.
GRAVEL PAVING SECTION \ �a
STANDARD ASPHALT PAVING SE ION \\ as I
HD ASPHALT PAVING SECTION v
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GRAVEL ACCESS DRIVE
EXISTING WOODLANDS TO
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(TEMPORARY) LANDSCAPE BUFFERYARD
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1. ALL EXISTING UTILITIES SHALL BE LOCATED PRIOR TO CONSTRUCTION.
IMMEDIATELY NOTIFY THE ENGINEER OF ANY POTENTIAL CONFLICTS.
2. ALL WATER AND SEWER ITEMS SHALL BE INSTALLED IN COMPLIANCE
WITH ALL LOCAL AND STATE REGULATIONS, ALL WATER AND SEWER
ITEMS SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS.
y 3. CONTRACTOR SHALL COORDINATE ALL UTILITY CONNECTIONS WITH
THE LOCAL MUNICIPALITY'S WATER AND SEWER DEPARTMENTS.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL
EXISTING UTILITIES.
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^5. INSTALLATION OF WATER METERS &TAPPING OF WATER MAINS
SHALL BE INSTALLED / PERFORMED IN ACCORDANCE WITH ALL
MUNICIPAL GUIDELINES. CONTRACTOR SHALL COORDINATE INSTALLATION
OF THESE ITEMS WITH THE GOVERNING MUNICIPALITY.
6. CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL UTILITIES
WITH THE APPROPRIATE UTILITY COMPANY.
7. UPON COMPLETION ALL WATER LINES SHALL BE FLUSHED,
PRESSURE TESTED, AND DISINFECTED IN THAT ORDER.
8. SEE BUILDING PLANS FOR EXACT EXIT LOCATION(S) OF UTILITIES
FROM THE BUILDING. NOTIFY THE ENGINEER IMMEDIATELY OF ANY
DISCREPANCIES.
9. ALL PIPE MATERIALS, BACKFLOW PREVENTERS, VAULTS (ABOVE OR
BELOW GRADE), WATER METERS, AND SAN. SEWER MANHOLES, WITHIN
THE GOVERNING MUNICIPALITY JURISDICTION SHALL BE APPROVED BY
THE GOVERNING MUNICIPALITY.
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TECHNICAL
TECHNICAL REVIEW COMMITTEE
PLAN APPROVAL SIGNATURE BLOCK
Planning Director Date
Public Works Director Date
Electrical Utilities Director Date
Fire Marshal Date
TM
G.L. WILSON
BUILDING COMPANY
190 WILSON PARK ROAD: STATESVILLE, NC 28625-8506
PHONE [phone] FAx [phone] EMAIL [e-mail]
Commercial and Industrial Construction Since 1945
' CAR®
POR00 ��.`�oFE S
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F-0267 _ = -
17365
1 '�,�NGIN0 ,'
O� 7996 ��� I ��►��►�` �\
Tti CAR° '%ARK �P
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4/19/17
THIS DRAWING IS THE PROPERTY OF THE
CONTRACTOR. REPRODUCTION OR REUSE
IN PART OR IN WHOLE, WITHOUT WRITTEN
PERMISSION IS FORBIDDEN.
© COPYRIGHT 2017
DESIGN NO.:
2016-075
DRAWN BY: PSB
ISSUED DATE:
3/27/17
A PROPOSED FACILITY FOR:
SMG Leasing, LLC
142 Sherlock Drive
Statesville, NC 28625
SITE
PLAN
PHASE 1
cl.o