NCC222455_Site Plan or Location Map_20220708

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VICINITY MAP
SCALE: I "=2000'
STORM SEWER ASBUILTS REQUIRED
AFTER FINAL TRC APPROVAL, SUBMIT 1 SET
OF PLANS TO THE ENGINEERING DEPARTMENT
FOR RECORDING PURPOSES. PLEASE CALL
336 373 2052 WITH ANY QUESTIONS
ALL OF THE NECESSARY APPROVALS HAVE
BEEN / WILL BE OBTAINED FROM THE STATE
AND CORPS FOR ANY STREAM CROSSING /
WETLAND DISTURBANCE
NO OVERHEAD POWER LINES EXIST WITHIN THE
PROPERTY LIMITS, THE POWER LINES / POLES
WITHIN TEN FEET OUTSIDE THE LIMITS ARE
SHOWN ON THIS PLAN.
GRADING NOTES:
1. ALL SITE WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS PREPARED BY CPT ENGINEERING, THE
CURRENT REQUIREMENTS OF THE CITY OF GREENSBORO, THE APPLICABLE SECTIONS OF THE NCDOT
STANDARD SPECIFICATIONS FOR ROADWAY CONSTRUCTION, AND ALL OTHER PERTINENT FEDERAL AND STATE
LAWS.
2. THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH APPLICABLE FEDERAL, STATE AND LOCAL LAWS,
PROVISIONS, AND POLICIES GOVERNING SAFETY AND HEALTH, INCLUDING THE FEDERAL CONSTRUCTION
SAFETY ACT (PUBLIC LAW 91-54), FEDERAL REGISTER, CHAPTER XVII, PART 1926 OF TITLE 29 REGULATIONS,
OCCUPATIONAL SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION, AND SUBSEQUENT PUBLICATIONS
UPDATING THESE REGULATIONS.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE AREAS AND CONDITIONS UNDER WHICH
THE PROJECT IS TO BE CONSTRUCTED PRIOR TO THE SUBMISSION OF A BID. SUBMISSION OF A BID SHALL BE
CONSTRUED TO MEAN THE CONTRACTOR HAS REVIEWED THE SITE AND IS FAMILIAR WITH THE CONDITIONS
AND CONSTRAINTS OF THE SITE.
4. BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL BE LOCATED IN THE FIELD BY THE PROPER
AUTHORITIES. THE CONTRACTOR SHALL NOTIFY THE NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949.
THE LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES ARE APPROXIMATE AND MAY NOT ALL BE
SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND EXACT
LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES.
5. ALL EXISTING TREES, VEGETATION, PAVEMENTS, CONCRETE FOUNDATIONS, STRUCTURES AND ORGANIC
TOPSOIL SHALL BE STRIPPED AND REMOVED FROM NEW CONSTRUCTION AREAS UNLESS OTHERWISE NOTED.
6. ALL SLOPES SHALL BE 2H:1V (HORIZONTAL TO VERTICAL) MAXIMUM UNLESS OTHERWISE NOTED.
7. AN ASBUILT DRAWING OF NEW UTILITY SERVICES MUST BE PREPARED BY THE CONTRACTORAND
SUBMITTED TO THE OWNER UPON COMPLETION OF THE PROJECT.
8. ALL AREAS NOT PAVED SHALL BE TOPSOILED, SEEDED, MULCHED, OR LANDSCAPED UNLESS OTHERWISE
NOTED IN THE CONSTRUCTION DRAWINGS, SITE SPECIFICATIONS OR INSTRUCTED BY THE OWNER.
9. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR OTHER PERTIENT
INFORMATION.
10. ALL CONTOURS AND SPOT ELEVATIONS REFLECT FINISHED GRADES.
11. ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE N.C. EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
12. IF FILL MATERIAL IS BROUGHT ONTO THE PROPERTY OR IF WASTE MATERIAL IS HAULED FROM THE
PROPERTY, THEN THE EROSION CONTROL INSPECTOR MUST BE MADE AWARE OF THIS INFORMATION.
13. THE PROPOSED CONTOURS SHOWN IN ROAD SECTIONS ARE FINISHED ELEVATIONS INCLUDING
ASPHALT. REFER TO THE PAVEMENT CROSS-SECTION DATA TO ESTABLISH CORRECT SUB -BASE OR
AGGREGATE BASE COURSE ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT.
14. LIMITS OF CLEARING SHOWN ARE BASED ON CUT AND FILL SLOPES OR OTHER GRADING REQUIREMENTS.
15. ANY GRADING BEYOND THE LIMITS OF CONSTRUCTION SHOWN IS SUBJECT TO A FINE.
16. CONTRACTOR SHALL INSTALL ALL EROSION CONTROL MEASURES AS INDICATED PRIOR TO GRADING
OPERATIONS. NO DEVICE MAY BE REMOVED UNTIL SITE IS STABILIZED.
17. CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY WITH EXISTING CONTOURS.
18. GRADING MORE THAN 1 ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS SUBJECT TO A FINE.
19. TOPSOIL STOCKPILE LOCATIONS SHALL BE LOCATED ON -SITE WITHIN THE EROSION CONTROL
MEASURES.
20. MAINTAIN GUTTER FLOWACROSS ALL DRIVES.
21. NO STREET RUNOFF IS TO ENTER PRIVATE PROPERTY
TREE CONSER\/ANION AREAS (TCA)
PROVIDED = 1.05 AG
REQUIRED: 10% OF SITE REFOREST = 1.02 * 43560 = 44,431 5F
TOTAL PUD SITE = 20.7 AG (44,451 / 400 = III TREES)
ReForestotion Rate: One 2" caliper minimum
20.7 AG X 0.10 = 2.07 AG (woter-wise species) or 3" caliper minimum (non -water
wise species) per 400 sf (TREE LABLE TGA-X)
PARKING LOT TREES REQ.'D.
110 5P. / 12 5P. PER TREE = 10 TREES REQ'D.
10 TREES PROVIDED (TREE LABLE P-X)
TREE CONSERVATION NOTES -
The TCA calculation above is for the total PUD development site of 20.7 acres.
Lots listed below are shown on PB 201 PG 127
Lot #1 has planted 54 of the required 111 trees, Leaving 57 trees needed.
(See TRC 2018-2499)
Lots #4 & #5 (This Development) will plant 20 of the remaing 57 trees,
Leaving 34 trees needed.
Lots #2 & #3 (Future Development) will plant the remaining 34 trees of the 111 total trees
required for this PUD Development.
Total = 57 + 20 + 34 = 111
No existing trees on this site (Lots #4 & #5)
GRAPHIC SCALE
30 0 15 30 60
OWNER/DEVELOPER:
COMET DEVELOPMENT, LLC
PO BOX 116
COLFAX, NC 27235
CONTACT: SETH COKER
PHONE: [phone]
ENGINEER:
CPT ENGINEERING & SURVEYING, INC.
4400 TYNING STREET
HIGH POINT, NC 27265
CONTACT: CHUCK TRUBY
PHONE: [phone]
FAX: [phone]
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STORM STRUCTURE INFORMATION
CURB INLET =TOP OF CURB DROP INLET & NYLOPLAST INLET = TOP OF GRATE
STRUCTURE
NO.
STRUCTURE
TYPE
TOP
ELEV.
INVERT IN
ELEV.
INVERT OUT
ELEV.
A
NI
898.80
896.30
B
NI
898.80
895.40
895.20
C
CI
898.50
894.00
893.40
D
CI
896.80
892.80
892.60
E
CI
892.20
888.70
EX887.80
F
N 1
898.60
--
896.10
G
EX DI
896.70
EX 889.62 893.70 5
EX 889.52
H
N 1
892.60
--
890.10
1
N 1
892.60
888.80
888.60
J
EX DI
889.46
EX 887.20 886.40 (7)(9)
EX 883.73
K
N 1
892.60
1
890.10
L
N 1
892.60
1 888.80
888.60
DI -- 606 STANDARD 410 DROP INLET OR NCDOT 840.14 (SEE CHART ABOVE)
GI -- NCDOT STANDARD CURB INLET (UNLESS OTHERNISE NOTED)
NI -- NYLOPLAST INLET
MH -- MANHOLE 606 STANDARD 400
YI -- YARD INLET 606 STANDARD 424 (UNLESS OTHERWISE NOTED)
TELEPHONE
VAULT
HGL ANALYSIS REQUIRED AS PART OF CONSTRUCTION REVIEW PROCESS
DRAINAGE CALCULATIONS # .....INDICATES REINFORCED CONCRETE PIPE (RCP)
RATIONAL METHOD, Q = CIA (10 YEAR STORM) .....INDICATES NYLO-PLASTIC (PVC)
PIPE
#
AREA
TOTAL
AREA
COEF.
RAINFALL
C X I
RUNOFF
CFS
PIPE SIZE NEEDED
PIPE SIZE USED
SIZE
SLOPE
CAP
SIZE
SLOPE
LENGTH
1
0.09
0.09
0.80
5.49
4.39
0.40
8"
0.10
0.40
8"
1.03
87
2
0.15
0.24
0.80
5.49
4.39
1.05
8"
0.72
1.05
8"
1.02
118
3
0.46
0.70
0.80
5.49
4.39
3.07
15"
0.22
3.07
15"
0.67
90
4
0.14
0.84
0.80
5.49
4.39
3.69
15"
0.32
3.69
15"
4.43
88
5
0.18
0.18
0.80
5.49
4.39
0.79
8"
0.42
0.79
8"
1.49
161
6
0.12
0.12
0.80
5.49
4.39
0.53
8"
0.18
0.53
8"
0.98
132
7
0.05
0.17
0.80
5.49
4.39
0.75
8"
0.36
0.75
8"
4.58
48
8
0.14
0.14
0.80
5.49
4.39
0.61
8"
0.25
0.61
8"
1 1.01
128
9
1 0.07
1 0.21
1 0.80
1 5.49
1 4.39
1 0.92
8"
0.55
1 0.92
1 8"
1 3.93
56
NOTE-.
STRUCTURES CANNOT PROJECT LOAD
IN TO DRAINAGE EASEMENT & DMUE
ENVELOPES
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ENGINEER'S CERTIFICATION
THE DEVELOPMENT SHOWN ON THIS PLAN IS CONSISTENT WITH
THE PROVISION CONTAINED ON THE PLAN ENTITLED ' 500
GUILFORD COLLEGE ROAD IMUD' (TRC # 2018-2499) BY CPT
120 ENGINEERING & SURVEYING, INC. AND APPROVED BY TRC ON
06/13/2019 AND THEREFORE NO ADDITIONAL QUANTITY OR
QUALITY CONTROL IS REQUIRED.
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GENERAL H.C. ACCESSIBILITY NOTES:
WATERSHED INFORMATION:
BUA TABLE:
REVISIONS
1. LANDINGS OUTSIDE ALL DOORS SHALL BE SIZED PER NCBC, BE AT THE SAME ELEVATION AS THE FIFE, AND
1. WATERSHED: SITE IS NOT IN A DESIGNATED WATERSHED.
EXISTING BUA: 0.29 AC (ISNER LOOP)
SHALL HAVE A MAX. 2% SLOPE IN ANY DIRECTION INCLUDING IN THE DIAGONAL.
PROPOSED BUA: 1.55 AC
2. THE SLOPES IN THE H.C. PARKING SPACE/ACCESS AISLE AREA SHALL NOT EXCEED 2 % IN ANY DIRECTION
2. THIS SITE IS LOCATED IN A FLOOD HAZARD AREA AS DETERMINED BY FLOOD
TOTAL RESULTING BUA: 1.84 AC
INCLUDING IN THE DIAGONAL.
INSURANCE RATE MAP, NORTH CAROLINA, PANEL 7834, CITY OF GREENSBORO,
3710783400J, EFFECTIVE DATE: JUNE 18, 2007.
3. THERE SHALL BE NO DESIGNATED PEDESTRIAN ROUTES/SIDEWALKS WITHIN THE SITE, EXCEPT WHERE
LABELED AS A RAMP WITH RAILS, WHICH EXCEED A 5 % SLOPE IN THE DIRECTION OF TRAVEL AND A 2 %
cROSSLOPE.
3. ON -SITE SEWER IS PUBLIC AND PRIVATE
4. ALL PEDESTRIAN ROUTES >5 % (1:20), IF ANY, ARE LABELED AS'RAMPS'SHOWING
4. THE PROPERTY OWNER IS RESPONSIBLE FOR MAINTAINING THE
SLOPES, LEVEL LANDINGS AT TOP AND BOTTOM (MAX. 2 % SLOPE IN ANY DIRECTION
INCLUDING IN THE DIAGONAL), RAILINGS/GUARDRAILS, AND SHALL COMPLY WITH NCBC. EXCEPTION:
STORMWATER CONTROL(S) ACCORDING TO THE APPROVED MAINTENANCE PLAN
RESIDENTIAL UNITS TO COMPLY WITH INC RESIDENTIAL CODE R313.
AND DIRECTION OF THE CITY OF GREENSBORO.
5. THERE SHALL BE LEVEL TURNING AREAS (MAX. 2 %SLOPE IN ANY DIRECTION INCLUDING IN THE DIAGONAL)
5. THE CITY OF GREENSBORO AND THEIR ASSIGNS HAVE RIGHT TO ACCESS THE
ON ALL SIDEWALKS (INCLUDING SIDEWALKS ALONG STREETS) WHERE AN INTERSECTING SIDEWALK
CONNECTS WITH IT.
STORMWATER CONTROL(S) FOR INSPECTIONS OR MAINTENANCE, AS
NECESSARY.
6. ALL STAIRS SHALL HAVE SLIGHTLY SLOPED LANDINGS (MAX. 2 % SLOPE IN ANY DIRECTION INCLUDING IN
THE DIAGONAL), AT THE TOP AND BOTTOM AND SHALL COMPLY WITH NCBC.
6. SOILS:
7. STAIRS / STEPS WITH LESS THAN A 12" ELEVATION CHANGE SHALL COMPLY WITH NCBC 1003.5
CeB2 Cecil sandy clay loam, 2 to 6 percent slopes, moderately eroded
CeC2 Cecil sandy clay loam, 6 to 10 percent slopes, moderately eroded
McD2 Madison clay loam, 10 to 15 percent slopes, moderately eroded
MuB Mecklenburg -Urban land complex, 2 to 10 percent slopes
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EX. GI
TOP: 887.01_4-�q
-I NV: 878.GG
my BRIOFORD PARKAA%( EXTENSION ��4006
(SR 4126) MINOR THOROUGHFARE
EX. 61 POSTED SPEED 55 MPH
-TOP: 888.aa------ ----------- \/ARI ABLE K OHT PUBLIC, R06HT-OF-WAY ---------------
I N V : 883.48
EX. SDMH
TOP: 886.GG
INV: 87G.87 x/
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I GRADING & I
DRAINAGE
PLAN
SCALE:
I. = 30'
DATE:
5/25/22
PROJEGT:
1521-11
DRAWN 5Y:
T6L
( IN FEET )
1 inch = 30 ft.
SHEET C4