NCC241799_Site Plan or Location Map_20240703

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140 SCHOOL DRIVE, SNOW HILL, NC 28580cn
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Sheet List Table m a 2
Sheet Number Sheet Title
C0.0 COVER SHEET *CO.1 KEY PLAN UTILITY / MUNICIPALITY CONTACTS:•
CONSULTANT CONTACTS:
C1.0 EXISTING CONDITIONS PLAN * e*'Q�'�H Cq�1"®,4*
6.es) .e
C1.1 EXISTING CONDITIONS PLAN * A. GREENE COUNTY C. BURIED CABLE LOCATION OWNER SITE ENGINEER/LANDSCAPE ARCHITECT i QP gr.i2
C1.2 EXISTING CONDITIONS PLAN * PLANNING AND INSPECTIONS DEPARTMENT NC 811 s
GREENE COUNTY SCHOOLS TIMMONS GROUP a92 v
C1.3 DEMOLITION PLAN * CONTACT:BRANDON J SUTTON 301 KINGOLD BLVD CONTACT:WILL ALTMAN,PE ur:
C1.4 DEMOLITION PLAN * COUNTY PLANNING DIRECTOR/ZONING D. PITT AND GREENE EMC SNOW HILL,NC 28580 5410 TRINITY ROAD,SUITE 102 +® ".
C1.5 DEMOLITION PLAN * ADMINISTRATOR/GIS COORDINATOR 205 N GREENE ST [phone] RALEIGH,NC 27607 �"w P;,.R.`+""�
C2.0 EROSION CONTROL PLAN PHASE I * 229 KINGOLD BLVD,SUITE E SNOW HILL,NC 28580 PHONE:[phone]
C2.1 EROSION CONTROL PLAN PHASE I * SNOW HILL,NC 28580 [phone] ARCHITECT
C2.2 EROSION CONTROL PLAN PHASE II * MOSELEY ARCHITECTS
C2.3 EROSION CONTROL PLAN PHASE II * B. GREENE COUNTY PUBLIC WORKS ASHLEY P DENNIS,AIA,LEED AP BD+C
C2.4 EROSION CONTROL PLAN PHASE III * CONTACT:DAVID JONES VICE PRESIDENT I ARCHITECT ...IN.
C2.5 EROSION CONTROL PLAN PHASE III * PUBLIC WORKS DIRECTOR 911 N WEST STREET,SUITE 205 TYOUR VISION ACNIEVED THROWN OURS.
IMMONS GROUP
C2.6 EROSION CONTROL PLAN PHASE III * 105 LANDFILL ROAD RALEIGH,NC 27603 - I 110MIGKLRIP
PCS DRAWING PREPARED AT PIE
MEM OFFICE
C2.7 EROSION CONTROL PLAN PHASE IV * WALSTONBURG,NC 27888 919-840-0091
TEL [phone]
C2.8 EROSION CONTROL PLAN PHASE IV * [phone] FAX [phone]
C2.9 EROSION CONTROL PLAN PHASE IV * Norffi Carollna license Na.oms.
see ematurnarney
C2.10 EROSION CONTROL PLAN PHASE V * 5846'333
C2.11 EROSION CONTROL PLAN PHASE V SITE DATA TABLE
C2.12 EROSION CONTROL PLAN PHASE V * PINS: 0830023,0830050
C3.0 SITE PLAN *
TOTAL SITE AREA: 60 t ACRES
C3.1 SITE PLAN *
C3.2 SITE PLAN * DISTURBED AREA t20 ACRES
ZONING: RURAL
C3.3 STRIPING PLAN
RIVER BASIN: NEUSE
C3.4 STRIPING PLAN
TOTAL IMPERVIOUS EXISTING IMP 11.15 AC;PROPOSED IMP 10.59 AC
C3.5 UTILITY PLAN *
PROPOSED BUILDING HEIGHT 42 FT-1.5 IN
C3.6 UTILITY PLAN O
FRONT:30 FT
_
C3.7 WATER LINE PROFILES A FRONT(ON MAJOR THOROUGHFARE):40 FT
-<0MINIMUM BUILDING SETBACK SIDE:10 FT CD
SANITARY SEWER PROFILES m i SIDE(ON CORNER LOT):25 FT
10 FT
C4.
21
C4.01 GRADING PLAN . SGNOOV ORN GRADING PLAN * E 59,13 5�W TOTAL PROPOSED BUILDING BUILDING:%,302 TOTAL SF
SQUARE FOOTAGE
C4.2 SPOT GRADE PLAN PARKING REQUIREMENTS
C4.3 SPOT GRADE PLAN to m TOTAL PARKING SPACES
:fIT PROVIDED 327 PARKING SPACES
C4.4 STORMWATER PROFILES CO
C4.5 STORMWATER PROFILES Tz,0 REQUIRED ADA PARKING 9 ADA SPACES REQUIRED
D
C4.6 STORMWATER MANAGEMENT PLAN * ADA SPACES PROVIDED 9 SPACES PROVIDED
C4.7 DRAINAGE AREA MAP *
C5.0 NOTES AND DETAILS CLI
C5.1 NOTES AND DETAILS / SITE
C5.2 NOTES AND DETAILS / O
C5.3 NOTES AND DETAILS z C-SERIES DRAWING ABBREVIATIONS: pp
Ln
C5.4 NOTES AND DETAILS *
ADV-ADVANCE MIN-MINIMUM CO
C5.5 NOTES AND DETAILS * AFG-ABOVE FINISHED GRADE MIN S-MINIMUM SLOPE Q C l
Z ' APPR LOC.-APPROXIMATE LOCATION MJ-MECHANICAL JOINT
C5.6 NOTES AND DETAILS * /
? ASS'Y-ASSEMBLY NIC-NOT IN CONTRACT Z
B/C-BACK OF CURB NTS-NOT TO SCALE Q J Z
C5.7 NOTES AND DETAILS / z B/L-BASE LINE OHE-OVERHEAD ELECTRIC
L1.0 PLANTING PLAN 7-'4. B/S-BOTTOM OF STAIR OHP-OVERHEAD POWER Ce
J
L1.1 PLANTING DETAILS B/W-BOTTOM OF WALL OHT-OVERHEAD TELEPHONE
FS.0 Ce FIRE SYSTEM LAYOUT CB-CATCH BASIN PB-PLAT BOOK V CBR-CALIFORNIA BEARING RATIO PC-POINT OF CURVATURE
CG-CURB AND GUTTER PED-PEDESTAL Z FS.1 TANK DRAIN VAULT
CI-CURB INLET PG-PAGE
FS.2 FIRE SYSTEM DETAILS C/L-CENTERLINE PH-PHASE I- O
CL-CLASS PI-POINT OF INTERSECTION Loll Ce Z
FS.3 FIRE SYSTEM DETAILS / CM-CONCRETE MONUMENT PKG-PARKING O (/)
FS.4 FIRE SYSTEM DETAILS / V
CMP-CORRUGATED METAL PIPE P/L-PROPERTY LINE Z
CO-CLEAN OUT PT-POINT OF TANGENT �J,J
/
CONC-CONCRETE PP-POWER POLE
CONN-CONNECTION PVC-POLYVINYL CHLORIDE I- Q
CP-CORRUGATED PLASTIC PVMT-PAVEMENT
CY-CUBIC YARD PWR-POWER
DB-DEED BOOK (R)-RECORDED METES&BOUNDS Z OU J
DI-DROP INLET RD-ROOF DRAIN
VICINITY MAP DIP-DUCTILE IRON PIPE RJ-RESTRAINEDJOINT W O
D.M.P-DOUBLE MERIDIAN DISTANCES RNV-RIGHT-OF-OF-WAY
DR-DRIVE REQ'D-REQUIRED
1" = 500' DS-DOWNSPOUT RCP-REINFORCED CONCRETE PIPE Q
ZLi] C.)
E-ELECTRIC S-SLOPE W
EA-EACH SAN-SANITARY SEWER Ce N
E BOX-ELECTRICAL BOX SDWK-SIDEWALK ce CO
ELEC-ELECTRIC SF-SILT FENCE d-
EP-EDGE OF PAVEMENT SPT-SPOT GRADE CD r
E/S-EDGE OF SHOULDER SS-SANITARY SEWER CONNECTION
EX-EXISTING STA-STATION
F/C-FACE OF CURB STD-STANDARD PROJECT NO: 623159
FDC-FIRE DEPARTMENT CONNECTION STM-STORM DATE: 03-22-2024
FF-FINISHED FLOOR STMH-STORM SEWER MANHOLE
FHY-FIRE HYDRANT T-TELEPHONE DATE DESCRIPTION
1. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND WHAT IS REQUIRED F/L-FLOW LINE TBC-TOP BACK OF CURB 04/08/2024 ADDENDUM#1
BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL. IN THE CASE OF A FL-FIRE LANE TCM-TELECOMMUNICATIONS MANHOLE 04/12/2024 ADDENDUM#2
A CONFLICT,DISAGREEMENT,OR AMBIGUITY,PROVIDE THE BETTER QUALITY. IN G-GAS T/C-TOP OF CURB 04/18/2024 ADDENDUM#3
THE CASE OF A CONFLICT, DISAGREEMENT, OR AMBIGUITY, PROVIDE THE MG-GAS METER TEL-TELEPHONE
REAT R QU;NTI OF WaRK. GI-GRATE INLET T/S-TOP OF STAIR
2. AL 0 -U ON = 'LL a, 0-• T. 'E -- N 0 • F - N -•D GRND-GROUND T/W-TOP OF WALL
CONSTRUCTION STANDARDS. GTS-GAS TEST STATION UGE-UNDERGROUND ELECTRIC
3. CONSTRUCTION DRAWING APPROVAL IS REQUIRED PRIOR TO BEGINNING GV-GAS VALVE UNK-UNKNOWN
CONSTRUCTION. THE MONUMENT CONTROL POINTS FOR THIS PROJECT IS: HDPE-HIGH DENSITY POLYETHYLENE UP-UTILITY POLE
OBSERVED TIMMONS CONTROL, GPS 1, N:631,823.78'E: 2,395,355.22', ELEV.: HORIZ-HORIZONTAL VAR-VARIABLE
52.76' HVAC-HEATING,VENTILATION,&AIR VCP-VITRIFIED CLAY PIPE
4. IF THERE IS A GEODETIC MONUMENT LOCATED ON THIS SITE, IT MUST BE CONDITIONING VERT-VERTICAL
PROTECTED OR IF RELOCATION IS NEEDED IT WILL BE THE RESPONSIBILITY OF INV-INVERT W/-WITH
THE DEVELOPER TO RELOCATE IT WITH SURVEY ACCURACY. IPF-IRON PIPE FOUND W/L-WATER LINE
IPS-IRON PIPE SET W-WATER
IRF-IRON ROD FOUND WUS-WATERS OF THE US
LSA-LANDSCAPED AREA X-ING-CROSSING
LF-LINEAR FEET YI-YARD INLET COVER SHEET
LP-LIGHT POLE 0 -DIAMETER
(M)-MEASURED METES&BOUNDS
MECH-MECHANICAL
MH-MANHOLE
C0.0