20190784 Ver 1_Riparian Buffer Authorization Request_20190610

Original Submittal 6/10/2019
A. Owner/Applicant Information
Water Resources
ENVIRONMENTAL DUALITY
—10
General Information
__
...............................I.................. _...._........_........................................... ....................................................
............................................................ .........................................
........................... .................................................... .................................................................... ............._ ......
Primary Contact Email: *
[e-mail]
Please list the contact person's enail for questions or payment on this project if needed.
Who is submitting the application?*
❑ Owner
m Applicant other than Owner
m Agent
1. Property Owner Information:
1a. Name on Recorded Deed:*
City of Greensboro
1b. Responsible Party:
(for Corporations)
1c. Mailing Address:*
Street Address
PO Box 3136
Address Line 2
aty
State / Frovince / Region
Greensboro
NC
Fbstal / Zip Code
Country
27402
United States
1d.Telephone: * 3363732055
2. Applicant's Information (if different from owner):
.......... ........... ............................................. ...........
........_ _
2a. Name: Victoria Small
2b. Company Affiliation:
2c. Mailing Address:
2d. Telephone:
2e. Email Address:
3. Agent Information:
1e. Email Address:* [e-mail]
Westcott, Small & Associates
Street Address
125 S Elm St
Address Line 2
Suite 606
aty
Greensboro
Fbstal / Zip Code
27401
3363101481
[e-mail]
State / Rovince / Region
NC
Country
United States

3a. Name:
3b. Company Affiliation:
3c. Mailing Address: Street Address
Address Line 2
City State / Province / Region
Fbstal / Zip Code Country
3d. Telephone: 3e. Email Address:
3f. Attach a signed and dated copy of the agent aicktheupload button or drag and drop files hereto attach docurrent
authorization form. FDF Cnly
B. Project Information and Prior Project History
1. Project Information
1a. Name of Project:* Airpark Booster Pump Station
(Subdivision, facility, or establishrrent narre)
1b. Is this a publicly -funded transportation project?*
f Yes
r No
1d. Subdivision Name: Bud Holding Company
1e. Nearest Greensboro
Municipality:
1f. Property Size: 0.90
acres
1g. County (or Counties) where the project is located:*
Guilford
1h. Property ID# Date of Purchase
0098289 6/15/2017
Tax RN or Parcel id
1 i. Deed Information
Type of Book F
Book# Page#
Deed F
459
Map 134 62
1j. Attach a copy of the recorded map that indicates when the lot was last platted.
nick the upload button or drag and drop files here to attach docurreat
RDF only
1k. How would you like to provide the Latitude and Longitude information?*
f Address Lookup
F Manually

Latitude * 36.082856 Longitude * -79.958607
11. Is the project located in any of North Carolina's twenty coastal counties?*
f Yes
F No
2. Surface Waters
2a. Name of the nearest body of water to proposed project:*
East Fork Deep River
2b. Water Quality Classification of nearest receiving water:*
Wsly
2c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:*
0
(linear feet only)
3. Protect Description:.................................................................................................................................................................................................................................................................................................................................................
.. _ ..
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The site is wooded and has previously been filled to above 100 year flood elevation.
The East Fork Deep River is adjacent to the site to the south. The surrounding area
is a mix of commercial and industrial facilities. The site is part of a partially
developed industrial subdivision. The eAsting 12" waterline and a sanitary sewer
line lie to the south. A smaller domestic waterline is located in the street and a
another sewer line is located on the eastern portion of the property.
3b. Attach an 8 % x 11 excerpt from the most recent version of the USGS topographic map indicating the location of the site.
Click the upload button or drag and drop files here to attach docurrent
FDF only
3c. Attach an 8 % x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map depicting the
project site.
Click the upload button or drag and drop files here to attach docurrent
FDF only
4. Proposed Activity
Provide a detailed description of the proposed activity including its purpose and include the type of equipment to be used:
The City of Greensboro plans to construct a water booster station at 5 Sharps
Airpark Ct in order to better regulate pressure in the City water system. The building
will not impact the stream buffers. However the water system requires connections
at two points to the existing 12" waterline located on the adjoining City -owned
property to the south. Traditional mechanical construction equipment will be used
for the installation of the waterline. A standard 20' easement will be dedicated and
maintained over the proposed 12" waterline connections.
Attach a site plan as applicable to the project:
Click the upload button or drag and drop files here to attach docurrent
AIRPARK BOOSTER PUMP STATION -C-100 SITE
613KB
PLAN. pdf
FDF only
5. Jurisdictional Determinations
5a. Have jurisdictional wetlands or stream determinations by the Corps or State been requested or obtained for this
property/project (including all prior phases) in the past?*
Yes
C• No
n

6. Project History
6a. Have permits or certifications been requested or obtained forth is project (including all prior phases) in the past?*
r Yes
F No
7. Future Project Plans
7a. Is this project a phased project? * 4 Yes
O No
C. Proposed Impacts Inventory
Buffer Impacts
_..............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
Project is in which protected Basin?*
r Neuse River Basin (15A NCAC 02B.0233)
r Catawba River Basin (15A NCAC 02B.0243)
r Randleman Lake Watershed (15A NCAC 02B.0250)
r Tar -Pamlico River Basin (15A NCAC 02B.0259)
f Jordan Lake Watershed (15A NCAC 02B.0267)
r Goose Creek Watershed (15A NCAC 026.0606 & 15A NCAC 02B.0607)
Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of this form.
Site# - Reason
Stream Name
Buffer Impact*
Impact Type *
Zone 1
Zone 2
1- utility
EFDR
Permanent
Allowable
0.00
94.00
connection
(P)
Square
Square
Nhp label (e.g. Fbad
Fbrmor Terrp
Feet
Feet
Crossing 1)
2- utility
efdr
Permanent
Allowable
0.00
261.00
connection
(P)
Square
Square
K/hp label (e.g. Fbad
Perm or Terrp
Feet
Feet
Crossing 1)
Total Zone 1 Impacts: 0.00
Total Zone 2 Impacts: 355.00
Total Buffer Impacts: 355.00
Comments:
Impact 1 -
Utility, non -electric, perpendicular crossing, disturbing not more than 40 If of riparian
protection area with a maintenance corridor wider than 10 feet in width
Impact 2 -
Utility, non -electric, perpendicular crossing, disturbing not more than 40 If of riparian
protection area with a maintenance corridor wider than 10 feet in width
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project.*

The existing waterline is located within Riparian Protection Area, Zones 1 and 2, so
there is no possible alternative to disturbing the stream buffer in order to connect to
the existing waterline. However, the connections have been located so there will be
no disturbance to Zone 1. Additionally, the domestic water connection serving the
proposed restroom will connect to the waterline in Sharps Airpark Ct., rather than
connecting within the stream buffer. The sanitary sewer connection also connect to
the sewer line locate outside the buffer.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. *
Erosion control measures, tree removal and land disturbance will be limited to the
20' maintenance corridor that will be permanently maintained by the City of
Greensboro.
E. Diffuse Flow Plan
..........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................
1a. What type of SCM are you providing?*
r- Level Spreader
r- Vegetated Conveyance (lower SHWT)
r- Wetland Swale (higher SHWT)
Pr Proposed project will not create concentrated stormwater flow through the
buffer
r- Other SCM that removed minimum of 30% nitrogen
1 c. Diffuse Flow Documentation * Click the upload button or drag and drop files here to attach docurmnt
AIRPARK BOOSTER PUMP STATION -C-200
1.09MB
GRADING.pdf
FDF only
F. Supplementary Information
....................................................................................
.......................................................................................................................................................................................................................................................................................................................................................................................................
Environmental Documentation
1a. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?
r Yes
r No
1b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the
requirements of the National or State (North Carolina) Environmental Policy Act (NEPA/SEPA)?
r Yes
r No
Violations
2a. Is the site in violation of DWR Wetland Rules (15A NCAC 021-1.0500), Isolated Wetland Rules (15A NCAC 02H .1300), DWR
Surface Water or Wetland Standards, or Riparian Buffer Rules (15A NCAC 02B.0200)?
r Yes
F No
2b. Is this an after -the -fact buffer authorization application?
r Yes
G No
G. Additional Information
.......................... -11-................................................................................................................................................................................................................................................................................................................................................................................................................................................ ......
Please upload any additional information you would like the Division to consider during application review.

Additional Attachments: Click the upload button or drag and drop files here to attach docurrent
AIRPARK BOOSTER PUMP STATION -impact
709.3KB
map.pdf
AIRPARK BOOSTER PUMP STATION -C-200
1.11 MB
GRADING.pdf
AIRPARK BOOSTER PUMP STATION -C-300
764.06KB
UTILITY.pdf
FDF only
Additional Comments:
H. Sign and Submit
By digitally signing below, I certify that:
• I have given true, accurate, and complete information on this form;
o I agree that submission of this form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic
Transactions Act)
o I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic
Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
o I intend to electronically sign and submit the application form."
Print Name:* Victoria Small
Signature *
966" AAff
Submission Date: (Auto populated field)

Initial Review
Is this accepted into the review process?*
Is this project a public transportation
project?
ID#*
Version:*
Select Reviewer:
Select Reviewing Office*
Has payment been received?*
r Yes r No
r Yes
r No
20190784
0
Sue Homewood:eads\slhomewood
Winston-Salem Regional Office - [phone]
r•' No Payment Needed
r Fee Received
r Need Fee - send electronic notification

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CONTACT ONE -CALL CENTER
1-800-632-4949
SITE KEY NOTES:
1O
CONSTRUCT
5' WIDE CONCRETE SIDEWALK (4" THICK) PER CONCRETE SIDEWALK DETAIL. SEE SHEET C -101.g0
TOTAL SITE AREA: 0.90 AC
EXISTING BUA: 0.00 AC
CONSTRUCT 28' WIDE 8' CHAIN LINK SLIDING GATE
(MANUAL OPERATION) WITH STYMIELOCK OR APPROVED
BUA DEMOED: 0.00 AC
PROPOSED ADDITIONAL BUA: 0.35 AC
ADJOINER BOUNDARY LINE (NOT SURVEYED)
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EX. ZONING
EQUAL. DESIGN BY SUPPLIER.
PROP. ZONING
O2
CONSTRUCT
CONCRETE PAVEMENT (6" THICK) PER CONCRETE PAVEMENT DETAIL. SEE SHEET C-101.
10
ROUTE SIDEWALK AROUND EX POLE PER SIDEWALK
MEANDER DETAIL. SEE SHEET C-101.
O3
INSTALL HEAVY DUTY ASPHALT PAVEMENT PER DETAIL SHEET C-101.
11
CONSTRUCT 6" THICK GRAVEL STABILIZATION STONE.
(4" COMPACTED ABC BELOW 2" #57 STONE)
®
CONSTRUCT
CITY OF GREENSBORO STANDARD DRIVEWAY PER COG STD 416-B, SEE SHEET C-102.
PLAT REFERENCE
INSTALL BOLLARD, SEE DETAIL SHEET C-101.
WATERSHED PLAN THAT IS APPROVED
O5
CONSTRUCT
8' CHAIN LINK FENCE. SEE DETAILS SHEET C-103.
WATERSHED BANK ESTABLISHED PER
STRIPE AREA OF SAFE HARBOR, XX SF REQUIRED
007944-00459
©
CONSTRUCT
CITY OF GREENSBORO STANDARD SIDEWALK PER COG STD 418-A, SEE DETAIL SHEET C-102.
INC. DATED 3 SEPTEMBER, 1999
CURB INLET
❑F
7O
CONSTRUCT
HANDICAP RAMP PER COG STD 417, SEE DETAIL SHEET C-102.
CONSISTENT DEVELOPMENT NOTE FOR
AVERAGE SLOPE
17.39
®
CONSTRUCT
10' WIDE 8' CHAIN LINK GATE. SEE DETAILS SHEET C-104.
THE DEVELOPMENT ON THIS PLAN IS
DISTANCE TO
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PROJECT AARON BABSON
ENGINEER:
DESIGNED BY: MBW
DRAWN BY: MBW PRELIMINARY DRAWING
DO NOT USE FOR
CHECKED BY: VWS CONSTRUCTION
IF THIS BAR DOES NOT 0 1/2" 1"
90% REVIEW SET 6/1/19 VWS MEASURE 1"THEN DRAWING
REV ISSUED FOR DATE BY IS NOT TO FULL SCALE
Hazen
HAZEN AND SAWYER
498 SEVENTH AVENUE, 11th FLOOR
NEW YORK, NEW YORK 10018
CITY OF GREENSBORO
GREENSBORO, NC 27409
NOTES:
1. ANY STRUCTURE TO BE REMOVED SHALL REQUIRE A
DEMOLITION PERMIT FROM BUILDING INSPECTIONS.
2. EXTERIOR EXIT DISCHARGE ILLUMINATION/LIGHTING SHALL BE
REQUIRED FROM ALL EXIT DOORS TO THE PUBLIC WAY IN
COMPLIANCE WITH NCBC 1006.
3. THERE WILL BE NO DUMPSTER FOR THIS PROJECT.
4. THE PROPOSED DEVELOPMENT COMPLIES WITH THE OUTDOOR
LIGHTING STANDARDS OF THE ORDINANCE, INCLUDING
COMPLIANCE WITH THE LIGHT TRESPASS REQUIREMENTS OF
30-9-6.6.
5. NO OFFSITE STORMWATER DISCHARGES ONTO THE SITE.
6. NO VEHICLES ACCESSING THIS SITE SHALL BACK TO OR
FROM THE PUBLIC RIGHT OF WAY.
7. NO VEHICLE SHALL QUEUE IN THE PUBLIC RIGHT OF WAY.
8. 24 HOUR ACCESS WILL BE MAINTAINED VIA KNOX BOX AT
GATE. PROVIDE AND INSTALL KNOX BOX AND COORDINATE
LOCATION WITH FIRE MARSHAL.
9. NO ROOF DRAIN CONNECTIONS TO THE STORM SEWER
SYSTEM.
10. NO PARKING IS REQUIRED OR PROVIDED.
CITY OF GREENSBORO
AIRPARK BOOSTER PUMP STATION
WATERSHED BANK
VICINITY
MAP 1"=2000'
TOTAL SITE AREA: 0.90 AC
EXISTING BUA: 0.00 AC
SITE
INFORMATION
BUA DEMOED: 0.00 AC
PROPOSED ADDITIONAL BUA: 0.35 AC
ADJOINER BOUNDARY LINE (NOT SURVEYED)
©
EX. ZONING
LI/HWY 68 SCENIC CORRIDOR
PROP. ZONING
LI/HWY 68 SCENIC CORRIDOR
TOTAL NEW BUA: 0.35 AC
PREVIOUS BUA BANK: 0.78 AC
GAS VALVE
NEW BUA BANK: 0.43 AC
CURRENT LANDUSE
VACANT
PROP. LANDUSE
PUMP STATION
THE SITE HAS AN EXISTING APPROVED
PARCEL NUMBER
0098289
PLAT REFERENCE
134-62
WATERSHED PLAN THAT IS APPROVED
FOR 0.78 ACRES OF BUILT UPON AREA.
-101-
MINOR CONTOUR
WATERSHED BANK ESTABLISHED PER
DEED REFERENCE
007944-00459
TOTAL AREA
0.90 AC
FINAL PLAT FOR BUD HOLDING COMPANY,
INC. DATED 3 SEPTEMBER, 1999
CURB INLET
❑F
FIRE DEPARTMENT CONNECTION
WATERSHED
RANDLEMAN GWA
CONSISTENT DEVELOPMENT NOTE FOR
AVERAGE SLOPE
17.39
WATER QUALITY AND WATER QUANTITY.
OH U
OVERHEAD UTILITIES�//
THE DEVELOPMENT ON THIS PLAN IS
DISTANCE TO
�
CONSISTENT WITH THE PROVISIONS
NEAREST FEMA
ON SITE
CONTAINED ON THE PLAN ENTITLED
FLOOD PLAIN
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"PRELIMINARY PLAN FOR BUD HOLDING
COMPANY, INC. BY EDWARD STOUT,
-UP-
UNDERGROUND POWER
SOILS
EuB, McC2
FIRM
3710781500)
LAND SURVEYOR AND APPROVED BY TRC
ON 5113197 (REVISED 11 /3/98) AND
N/F
NOW OR FORMERLY
THEREFORE NO ADDITIONAL QUANTITY OF
TELEPHONE PEDESTAL
SD
STORM DRAIN LINE (SIZE AND TYPE AS NOTED)
ACREAGE
PERCENTAGE
QUALITY CONTROL IS REQUIRED.
DISTURBED 0.67 74.449
UNDISTURBED 0.23 25.569
EX. BUA 0.00 0.009
PROP. BUA 0.35 38.899
TOTAL BUA 0.35 38.899
EX. PERVIOUS 0.90 100.009
PROP. PERVIOUS -0.35 -38.899
TOTAL PERVIOUS 0.55 61.119
PARKING INFORMATION
TOTAL NO PARKING REQUIRED
SPACES
0 -
WESTCOTT, SMALL & ASSOCIAT , PLLC
125 SOUTH ELM STREET, SUITE 606 OWNER & LOCATION INFORMATION
GREENSBORO, NC 27401 OWNER/DEVELOPER: SITE LOCATION:
WWW.WSAAENG.COM BRIAN BOYD 5 SHARPS AIRPARK CT.
WATER RESOURCES DEPARTMENT MOREHEAD TOWNSHIP
PHONE: 33*310.9722 CITY OF GREENSBORO GUILFORD COUNTY
PO BOX 3136 GREENSBORO, NC
DESIGNED BY: MICHAEL WESTCOTT [e-mail] GREENSBORO, NC 27402
REVIEWED BY: TORI SMALL [e-mail]
PROJECT NO: E-1378.0 BRIAN. BOYD®GREENSBORO-NC.GOV
LEGEND
LINE LEGEND SYMBOLS
CONCRETE LANDSCAPE RIPRAP GRAVEL
DATE: June 2019
HAZEN NO.: 31221-019
SITE PLAN CONTRACT NO.: 1
DRAWING
NUMBER:
C-100
SUBJECT BOUNDARY LINE (SURVEYED)
>-
GUY WIRE
ADJOINER BOUNDARY LINE (NOT SURVEYED)
©
GAS METER
•
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COMPUTED POINT
IRON PIPE SET (SIZE AS NOTED)
RIGHT-OF-WAY LINE
6�
GAS VALVE
EASEMENT
IRON PIPE FOUND (SIZE AS NOTE )
100
MAJOR CONTOUR
MONITORING WELL
♦
REBAR FOUND (SIZE AS NOTED)
-101-
MINOR CONTOUR
®
GRATE INLET
PK -NAIL FOUND
G
GAS LINE
Q
CURB INLET
❑F
FIRE DEPARTMENT CONNECTION
/
WATER LINE
D)
FLARED END SECTION
❑I
IRRIGATION CONTROL VALVE
OH U
OVERHEAD UTILITIES�//
OD
STORM DRAIN MANHOLE
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WATER VALVE
UC
UNDERGROUND COMMUNICATIONS
OO
SANITARY SEWER MANHOLE
©
WATER METER
-UP-
UNDERGROUND POWER
1123.4
SPOT ELEVATIONe❑
BACK FLOW PREVENTER
SS
SANITARY SEWER LINE (SIZE AND TYPE AS NOTED)
N/F
NOW OR FORMERLY
❑T
TELEPHONE PEDESTAL
SD
STORM DRAIN LINE (SIZE AND TYPE AS NOTED)
DB
DEED BOOK
®
HVAC
TREE LINE
PB
PLAT BOOK
UTILITY POLE
CHAIN LINK FENCE
PG
PAGE
LIGHT POLE
CURB AND GUTTER
CMP
CORRUGATED METAL PIPE
\\\\\\\\\\\\
EXISTING BUILDING
RCP
REINFORCED CONCRETE PIPE
HATCH PATTERNS
CONCRETE LANDSCAPE RIPRAP GRAVEL
DATE: June 2019
HAZEN NO.: 31221-019
SITE PLAN CONTRACT NO.: 1
DRAWING
NUMBER:
C-100

�pN MUS T C�
OCITY ART�0
F�,
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IIIII I 11 I y
BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1-800-632-4949
NPDES Storm\er Discharge Permit for Con\uclion Acti Aties (NC001)
SITE IS LOCATED IN 100 YEAR FLOODPLAIN (ZONE AE)
MAP NO. 3710781500J, DATE: 6/18/07
BFE: 830.3
NCDENR/Division of Water Quality
NEW STABILIZATION TIMEFRAMES
SELF -INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS 113A-54.1
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
\ Perimeter dikes, swales, ditches, slopes
7 days
None
High Quality Water (HQW) Zones
�"
7 days
None
\ Slopes steeper than 3:1
7 days
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are allowed.
GRADING
&
Phase of -Approved Erosion and Sedimentation Control Plan: Date Signature (Landowner, Financially
\ Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length.
Responsible Party or Agent)
Installation of perimeter erosion and sediment control measures
None, except for perimeters and HQW Zones.
DRAWING
Clearing and grubbing of existing round cover
PLAN
Completion of any phase of_Kaiding or slopes for fills
Installation of storm drainage facilities
Completion of construction or development
Establishment of permanent ground cover sufficient to restrain erosion
NCDENR/Division of Water Quality
NEW STABILIZATION TIMEFRAMES
(Effective Aug. 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
\ Perimeter dikes, swales, ditches, slopes
7 days
None
High Quality Water (HQW) Zones
�"
7 days
None
\ Slopes steeper than 3:1
7 days
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are allowed.
GRADING
&
\ Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length.
I� All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HQW Zones.
PIN: 781 604395-000
N/F: WELCOM HOTELS OF GSO, INC.
DB 542 PG 1989
A.) CONTACT THE CITY URBAN FORESTER TO SET UP A PRE -
CONSTRUCTION MEETING PRIOR TO ANY TREE DISTURBANCE.
B ) ALL TREE PROTECTION DEVICES MUST BE INSTALLED PRIOR
NOTES:
1. ANY STRUCTURE TO BE REMOVED SHALL REQUIRE A SEPARATE DEMOLITION PERMIT
TREE CONSERVATION CALCULATIONS
FROM THE BUILDING INSPECTIONS DEPARTMENT.
w
SITE AREA: 0.90 AC 2. MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED FROM ALL EXIT DOORS TO 68 MgRkFr
1%: 0.90*0.01=0.009 AC THE PUBLIC WAY IN ACCORDANCE WITH NCBC 1006.
OR 392 SF 3. ALL EXISTING AND PROPOSED POWER LINES ARE INDICATED ON THE SITE PLAN. IF y�g
NO OVERHEAD POWER LINES ARE INDICATED THERE SHALL BE NONE.
4. LANDINGS OUTSIDE ALL DOORS SHALL BE SIZED PER THE NORTH CAROLINA BUILDING A f7 J it
CODE (NCBC), BE AT THE SAME ELEVATION AS THE FFE AND SHALL HAVE A
EROSION CONTROL LEGEND MAXIMUM SLOPE OF . 2% (1:48) IN ANY DIRECTION INCLUDING THE DIAGONAL. TRIAD
5. SLOPES IN ACCESSIBLE PARKING SPACES, PASSENGER LOADING ZONES AND ACCESS CENTER DR
SIT
CONSTRUCTION ENTRANCE AISLES SHALL NOT EXCEED 2% (1:48) IN ANY DIRECTION INCLUDING THE DIAGONAL. CESSNA DRP
TO INSPECTION BY CITY URBAN FORESTER OR ENFORCEMENT PER COG 436-A 6. THERE SHALL BE LEVEL TURNING AREAS WITH A MAXIMUM SLOPE OF 2% (1:48) IN
OFFICER AND PRIOR TO ANY TREE DISTURBANCE ACTIVITIES. LIMIT OF DISTURBANCE ANY DIRECTION INCLUDING IN THE DIAGONAL ON ALL SIDEWALKS WHERE AN NgnO
C. REMOVAL OR DAMAGE OF TREES IN THE TREE CONSERVATION INTERSECTING SIDEWALK CONNECTS WITH IT. sFR�CFq�
AREA WILL BE SUBJECT TO THE PENALTIES ESTABLISHED IN SILT FENCE / R0 40 BOEING DR
7. THERE SHALL BE NO DESIGNATED PEDESTRIAN ROUTES SIDEWALKS WITHIN THE SITE,
30-5-4.10(PENALTIES) OF SECTION 30-5-4 LANDSCAPING AND BLOCK & GRAVEL INLET PROTECTION EXCEPT WHERE LABELED AS A RAMP WITH RAILS, WHICH EXCEED 5% (1:20) SLOPE
TREE PRESERVATION REQUIREMENTS. IN THE DIRECTION OF TRAVEL AND 2% (1:48) CROSS SLOPE.
ROCK OUTLET FOR SILT FENCE 8. ALL EXTERIOR PEDESTRIAN ROUTES SHALL HAVE A MINIMUM CLEAR WIDTH ?? F eURNrp
OF 48", INCLUDING CLEARANCE BETWEEN RAILINGS WHERE PROVIDED, AND SHALL 9°A�o q�eFl�'T Op�gR R°
COMPLY WITH NCBC. WESTPOR
42 NO�KE R°
P -K NAIL SET 9. ALL PEDESTRIAN ROUTES >5% (1:20), IF ANY, ARE LABELED 'RAMPS", SHOWING TRIAD DR NOR
DRAINAGE MANHOLE °e TEMPORARY BENCHMARK SLOPES, LEVEL LANDINGS AT THE TOP AND BOTTOM MAX 2% SLOPE IN ANY 68
TOP: 834.69' ELEVATION: 834.42'
INV. IN(NE): 828. DIRECTION INCLUDING THE DIAGONAL), RAILINGS/GUARDRAILS, AND SHALL COMPLY
INV. IN(SE): 827.6 �� #2 REBAR FOUND
INV. OUT(SW): 827.5 NC GRID NAD 83(2011)
\ NORTHING: 850,638.57'
\ DEASTING: 1,716,811.89'
�7 \ ELEVATION: 834.46'
cA COMBINE ACTOR: 0.999942872
N59°25"h8"WI CURB INLET
34.05'Cri TOP: 834.00'
ZONING: LI - HIGHWAY NC 68 / / C
SCE C CORRIDOR OVERLAY / 100.00'R \ 0 NV. OUT: 829.40'
USE: HOTEL
PB 134 PG 62
/P\ �\ \ 2RBF \
�� / C B INLET S
TOP: 33.92'
INV. IN: �28.
INV. OUT: 8. A S
DRAINAGE MANHOLE
TOP: 832.56' \ / 834-
INV. IN(NE): 824.46' / 83 .9AOT�O�
\ DRAINAGE MANH INV. IN 829.08' \ 'pyV�0, �,6� � O
\ \ TOP: 831.62' / O 6y (�
\ \ INV. IN(NE): 822.5 INV. OU\W): 8 \� / A %0��`�A "O
\ \ \ V IINV. 0 T(S): 822.50' / \ �\ D��� X83 \
\ SANITARY
\ \ / \S'
SEWER MANHO EL/ A0
\ PIN: 7815603774-000 N\ TO"832.3 �r \ \ 70 <L ' ��% 832•
\ N/F: CITY OF GREENSBORO INV. IN: 814.63'
\ ZONING: I -I - HIGHWAY NC SCENIC CORRIDOR OVERLAY 8 INV. ,OUT: 814.63'
DED ATED TO THE CITY OF GREENSBORO 1CURB INC \ \ O s i \ -FF : 834.00 sa \\ \ \ SOILS U c
\ � 2.72 TOP: 833.08' B. GRASS -LEGUME MIXTURE
AND E PUBLIC FOR DRAINAGEWAY/AND TOP: 831. \ \ \ 38,T029 \ /�� �\ �\ Q� INV. IN: 829.63'
OPEN SP EAS PER SECTION 30-6-//13.7 (C) INV. OUT: 825.63' \ INV. OUT: 829.5 (1) TALL FESCUE-1001bs. PER ACRE PLUS SERECIA LESPEDEZA(SCARIFIED)-601bs. PER ACRE. FIRM 3710781500)
\ sr• < 83 •95 \ . i �� LATE SUMMER -EARLY WINTER
V PB 134 PG 62 / A 833.95 a / A. GRASS:
CURB INLET
\ TOP: 831.33' V cO \ �� \6 833'18 �� �� �\ CU B INLET \ (1) TALL FESCUE-1501bs. PER ACRE.
v 48"cMP \\ 833.9 0 Y ACREAGE PERCENTAGE
\ NV. IN: 825.24 o S \ '� \ 4 D TOP: 832.86' (2) TALL FESCUE-1001bs. PER ACRE PLUS ANNUAL RYEGRAIN-251bs. PER ACRE.
V INV.: 819.81'
� \ 72' CMP INV. OUT: 825.03' � / /��\\ \ � DE AREA 8� _ INV. IN: 26.82' P K NAIL SET B. GRASS -LEGUME MIXTURE:
\ INV.: 2"CM ' FLARED END SECTIO �S` / 0� \ s �� TO DRAIN \ ^ \ \ O INV. OUT: 26.76' TVMPORARY BENCHMAR (1) TALL FESCUE-1001bs. PER ACRE PLUS SERECIA LESPEDEZA(UNSCARIFIED)-601bs. PER ACRE. DISTURBED 0.67 74.44%'
\ / .: CMP \ \ \ \ Sjy d • e \ \ LEVATION: 833.07' (2) TALL FESCUE-1001bs. PER ACRE PLUS CROWNVETCH-251bs. PER ACRE
\ V.: 819.51' S� INV \ D \ \\ \\ \ / 833 (3) TALL FESCUE-751bs. PER ACRE PLUS ANNUALRYEGRAIN-251bs. PER ACRE PLUS SERECIA UNDISTURBED 0.23 25.569
\\\� �\ \\ I LESPEDEZA (UNSCARIFIED)-601bs. PER ACRE.
\ \ 3.48 04 �� \ AFTER SEEDING, THE AREA IS TO BE ROLLED OR CULTIPACKED TO INSURE THAT THE SEED IS PRESSED EX. BUA 0.00 0.009
w \ \� \ A \ O O I \ \ INTO CONTACT WITH SOIL SURFACE. ALL SEEDED AREAS ARE TO BE MULCHED WITH STRAW MULCH AT PROP. BUA 0.35 38.899
\\ 8 \ \ 33. 5 833.39 \� S51°37'02" \ THE RATE OF 3,000Ibs. PER ACRE. (APPROX. 100 BALES PER ACRE.)
�\ O I ( 808.00'R \ APPLY ASPHALT EMULSION TO THE STRAW MULCH AT THE RATE OF 150 GALLONS PER ACRE. TOTAL BUA 0.35 38.899
w�� \ 8 0_ 833.3 ` I = %�\ s THE ABOVE SEEDING RECOMMENDATIONS AND RATES HAVE BEEN PREPARED FOR SELECTION OFA EX. PERVIOUS 0.90 100.009
\ \ \ 83 h S� / \ \ \ 823- \ \ \ \�� \ \ 833.59 -� \ O \ \ I I e I ti� VEGETATIVE COVER SUITABLE FOR SOIL EROSION CONTROL IN THE GREENSBORO AREA.
\ B \ \ So\, PROP. PERVIOUS -0.35 -38.899
52'14"W \ I� I A S AREA SOIL TYPES, CLIMATIC CONDITIONS, SEED AVAILIBILITY AND INDIVIDUAL PLANT CHARACTERISTICS
8 74' ARE ALL TAKEN INTO ACCOUNT IN THE ABOVE RECOMMENDATIONS. DUE TO DENSITY, UNIFORMITY AND TOTAL PERVIOUS 0.55 61.119
\ \ \ \ 32.81 I �I \ I I 6 0 1njJ TEXTURAL QUALITY REASONS, THE ABOVE SELECTIONS ARE NOT RECOMMENDED FOR LAWN AREA USE.
48"CMP
v O o
. / ti Q 72.INV.: 818.8
o N �
I I
II I °
PARKING IN
FORMATION "C - 833. 5 a \\
C RB INLET (/)\ OINV8 7 63'
TO834\ TOTAL NO PARKING REQUIRED
OUT: 89.81SPACES
NV.8135' 833- 8"cM
IN 9.1
-
Ii900\ \ \ \\\ \ � h� I 0- \
DISTURBED 4REA: 0.67 AC \ O -
\ ° \\ , 5"G P s� \ o \\ \ �, i I WESTCOTT, SMALL & ASSOCIATAS, PLLC
�,,0`°% > \ \/\\� 0 0 0 0 \ \ OQIc \ TT���, \\\ I PIN:I 78 43 ° _ 125 SOUTH ELM STREET SUITE 606 OWNER & LOCATION INFORMATION
\ c6' \ 8 0 , \ <O /,q \\ \ \\\ N/F: DBT�Q04 GRE 459 R ?r o N/F: SNYDER81HUNT57 2COMPANY, LLP /
<,/
34 g31 /- \ \\ \��� \ \ O�� \��" \ \ �O \/ \ZONING: I -I -�? HIGHWAY NC 68'ti P I _ DB 4705 PG 464 GREENSBORO, NC 27401 OWNER/DEVELOPER: SITE LOCATION:
c� INV.: 826.6 ��\ \ \
��1�" \­ \ SCENIC CORRIDOR OVERLAY I / J
ZONING: C -M -HIGHWAY NC 68 BRIAN BOYD 5 SHARPS AIRPARK CT.
AREA: 0.895 ACRES SCENIC COR IDOR OVERLAY WWW.WSAAENG.COM
(38,970 SF) I / _� �` USE: RE�TAURANT WATER RESOURCES DEPARTMENT MOREHEAD TOWNSHIP
\ e 63Q 6130, \ �� I PHONE: 33�,310.972� CITY OF GREENSBORO GUILFORD COUNTY
Db\ � ° 00�, \\�\8j\� I � ���7�\\ \\, \\\\\ P � �\� a� � � PO BOX 3136 GREENSBORO, NC
I J �\\ \ b\ � ��\ \ ��O \ \\\ �' \ I J \N PB 1 7 PG 10 DESIGNED BY: [e-mail] GREENSBORO, NC 27402
PIN: 7815604395-000 3s \ �o OGS \ \ \\\\82\\\ 6\� \\\ \ \ \ \ / REVIEWED BY: TORI SMALL [e-mail] -
N/F: WELCOME HOTELS OF GSO, INC. 834s�F\ \\ �� \ \ iS \ \ S S� l�\ N \ \ \ _ PROJECT NO: E-i37s.o BRIAN.BOYDOaGREENSBORO NC.GOV
DB 7542 PG 198 \ tis° ti9 \ \ \ �\ \ \ \ \ A� Li \ \ \\\ �S, \ \\ O
ZONING: LI - HIGHWAY NC 68
SCENIC CORRIDOR OVELAY�� s \ I
USE: HOTEL LEGEND
79 G � � \ \ \\ 9�F \ I \ `\ � Ac lyyT , \ �'�� \ \21L � - � o
\� TREE PRESERVATION AREA (4043FLINE LEGEND SYMBOLS
PB 134 PG 62 �8A
° 6 \\ \\ CONTRACTOR S ALL INSTALL TREE
, `, OA\ \ \ \ \\ \� / I I I SUBJECT BOUNDARY LINE (SURVEYED) GUY WIRE
FLD END SECT
_]A 1 / I PROTECTION SIGNS ON PROPOSED • COMPUTED POINT
\ \ ( ADJOINER BOUNDARY LINE (NOT SURVEYED) © GAS METER
\ \ \ INV.: 819 I I SILT FENCE IN THIS AREA. \ IRON PIPE SET (SIZE AS NOTED)
009 RIGHT-OF-WAY LINE
GAS VALVE � IRON PIPE FOUND (SIZE AS NOTE '
EASEMENT \M MONITORING WELL
100 MAJOR CONTOUR O REBAR FOUND (SIZE AS NOTED)
\ \
15" RID' \ \ \ \ II ® GRATE INLET
W I \ \ \ \\ \ I I I -101- MINOR CONTOUR PK -NAIL FOUND
INV.: 826. 5 l l
\ \ \ \ O \\\\ \ \ \ l (, GAS LINE Q CURB INLET
❑Q FIRE DEPARTMENT CONNECTION
W WATER LINE FLARED END SECTION ❑I IRRIGATION CONTROL VALVE
\E \ \ 3NI,
\\ O H U OVERHEAD UTILITIES wv
\ \ L TA Teo,\,,, \ \ \\ \ \ \\ I QD STORM DRAIN MANHOLE WATER VALVE
PIN: 81 603774-000 \ U C UNDERGROUND COMMUNICATIONS
\\ \ \ &2 a� \s SANITARY SEWER MANHOLE OW WATER METER
\ N/F:CITY GREENSBORO \ \ I UP UNDERGROUND POWERQ O \ \ \ $123.4 SPOT ELEVATION D BACK FLOW PREVENTER
%c, NTNG: LI - HWAY NC 68 \ \ SS SANITARY SEWER LINE (SIZE AND TYPE AS NOTED)
\ \ \ \���� \\ CENIC CORRI R V�ERLAY �` \ J m I N/F NOW OR FORMERLY 0 TELEPHONE PEDESTAL
i 1.613 ACRES- \\ O \ a � SD STORM DRAIN LINE (SIZE AND TYPE AS NOTED) DB DEED BOOK T HVAC
\� 12"CPP \ \ \ \ �\ � (10,277 SF) \ \ \ S f
o\\\ TREE LINE PB PLAT BOOK f UTILITY POLE
28.63' 15"CPP \ �DEDICAAb T CITY OF G�EEN 0 \ \ \ CHAIN LINK FENCE PG PAGE
GRAPHIC SCALE S \ \ \ \ �<
� INV.: 828.46' � 'SANITA%\ CURB AND GUTTER
CMP CORRUGATED METAL PIPE LIGHT POLE
30 \ 0 15 30 60 CAN�HE PUBLI 0 AGEWAY A WER MANHOL \\\\\\\\\\\\ EXISTING BUILDING RCP REINFORCED CONCRETE PIPE
12"CPP \ 1 \ OP SPACE AS PER CTION 0-6-13.7 C �% \ b
INV.: 28.73' \ \\ PB 134 2 �_ ; / °� �\ TO 824.81'
\ \ \\ \\ `\ \ N45°15'59"W / \bL ��\\ NV. 814.26'
1 •nil = 30 ft. 15"CM \ \ \ 00�� \�\ \\ 18.39 \ a? 6
� \ � � INV. IN(N 812.96' HATCH PATTERNS
\WITH NCBC.
10. RAMP RUNS WITH A RISE OF GREATER THAN 6 INCHES SHALL BE PROVIDED WITH
HANDRAILS ON BOTH SIDES.
11. ALL EXTERIOR STAIRS AND LANDINGS AT TOP AND BOTTOM SHALL BE DESIGNED TO VICINITY MAP 1"=2000'
PREVENT ACCUMULATION OF WATER ON WALKING SURFACES, HAVE A MAXIMUM
SLOPE OF 2% (1:48) IN ANY DIRECTION INCLUDING THE DIAGONAL AND SHALL
COMPLY WITH NCBC. SITE INFORMATION
12. STAIRS/STEPS WITH LESS THAN 12 INCHES ELEVATION CHANGE SHALL COMPLY WITH
NCBC SECTION 1003.5. EX. ZONING LI HWY 68 SCENIC CORRIDOR
13. ALL RETAINING SYSTEMS WITH A CUMULATIVE VERTICAL RELIEF GREATER THAN 5 PROP. ZONING LI/HWY 68 SCENIC CORRIDOR
FEET WITHIN 50 FEET, AND ALL RETAINING SYSTEMS WITH A CUMULATIVE VERTICAL
RELIEVE LESS THAN 5 FEET AND LOCATED CLOSER TO A BUILDING THEN THE CURRENT LANDUSE VACANT
VERTICAL RELIEF, SHALL BE DESIGNED BY A REGISTERED DESIGN PROFESSIONAL,
AND REQUIRE A SEPARATE BUILDING PERMIT AND SPECIAL INSPECTIONS. PROP. LANDUSE PUMP STATION
14. ALL RETAINING WALLS >4' REQUIRE A BUILDING PERMIT FROM BUILDING INSPECTIONS. PARCEL NUMBER 0098289
PB 134 PG 62
EROSION CONTROL SEEDING SPECIFICATION PLAT REFERENCE 134-62
APPLY 4,001 AGRICULTURAL LIMESTONE PER ACRE. DEED REFERENCE 007944-00459
APPLY 1,000Ibs. 10-10-10 FERTILIZER PER ACRE FOR GRASS SEEDING.
\ LIME AND FERTILIZER ARE TO BE DISKED INTO THE SOIL SURFACE TO A MINIMUM DEPTH OF 4 INCHES. TOTAL AREA 0,90 AC
LATER WINTER - EARLY SPRING WATERSHED RANDLEMAN GWA
A. GRASS:
\ (1) TALL FESCUE-1501bs. PER ACRE. AVERAGE SLOPE 17.39
B. GRASS -LEGUME MIXTURE
CURB INLET (1) TALL FESCUE-1001bs. PER ACRE PLUS SERECIA LESPEDEZA(SCARFIED)- 601bs. PER ACRE. DISTANCE TO
TOP: 832.68' (2) TALL FESCUE-1001bs. PER ACRE PLUS CROWNVETCH- 251bs. PER ACRE.
NEAREST FEMA ON SITE
INV. OUT: 82EARLY SPRING - LATE SPRING
FLOOD PLAIN
SANITARY
Y A. GRASS:
__D o SEWER MANHOLE / PB 13 (1) TALL FESCUE-1501bs. PER ACRE.
E B M C2
INV.. 9.22 ��\ \ \ \ \ �C /
INV. OUT(S): 2.81
13.43' '
_ 54.70 \ �
�\ \ n \\ \ �J - 3\ \ \ \ N86°55'1\"W 68.
PROJECT AARON BABSON
ENGINEER:
DESIGNED BY: MBW
PRELIMINARY DRAWING
DRAWN BY: MBW DO NOT USE FOR
CHECKED BY: VWS CONSTRUCTION
IF THIS BAR DOES NOT 0 1/2" 1r'
90% REVIEW SET 6/1/19 VWS MEASURE 1" THEN DRAWING
REV ISSUED FOR DATE BY IS NOT TO FULL SCALE
HAZEN AND SAWYER
498 SEVENTH AVENUE, 11th FLOOR
NEW YORK, NEW YORK 10018
CITY OF GREENSBORO
GREENSBORO, NC 27409
CITY OF GREENSBORO
AIRPARK BOOSTER PUMP STATION
June 2019
31221-019
1
C-200
CONCRETE LANDSCAPE RIPRAP GRAVEL
DATE:
HAZEN NO.:
GRADING
&
CONTRACT NO.:
EROSION
DRAWING
CONTROL
PLAN
NUMBER:
June 2019
31221-019
1
C-200

MUST CO
\L I TY pRO `O�
�0�o
Qo zm
� IIII/ I 11 i �l
BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1-800-632-4949
V ,
\ \ P -K NAIL SET
DRAINAGE HOLE G� TEMPORARY BENCHMARK \>
\ \ TOP: 9' \ ELEVATION: 834.42'
\ \ INV. IN(NE) : 82 .
\ \ INV. IN(SE): 827. L� #2 REBAR FOUND
\ \ INV. OUT(SW): 827.5 NC GRID NAD 83(2011)
\ \ \ NORTHING: 850,638.57'
\ \ \ D �� EASTING: 1,716,811.89'
ELEVATION: 834.46'
p° COMBINEDFACTOR: 0.999942872
\ \ \ \ PIN: 781 604395-000 ° /
N/F: WELCOM HOTELS OF GSO, INC. N59°25'1,8"W\ CURB INLET
\ \ DB 542 PG 19894.05'CH TOP: 834.00'
°
\ \ ZONING: LI - HIGHWAY NC 68 / W' . ° W
G
\ \ SCE C CORRIDOR OVERLAY / 10 00'R \ ° INV. OUT: 829.40'
\ \ USE: HOTEL
\ \ PB 134 PG 62 �Al c
2RBF
\ /"� ° �� / o,`O C B INLET s
TOP: 33.92' 9
�� \ \ N - NV. IN: �28. Sb p/J, PB 134 PG 62
INV. OUT:
\ \ DRAINAGE MANHOLE ems/ \ B C� \
\ \ TOP: 832.56' = / 834- \ �"
� INV. IN(NE): 824.46' / \ � �
\ DRAINAGE MANH INV. IN(SE): 829.08' �9< °62� C0
\ TOP: 831.62' INV. OUT(SW): 8
\ \ INV. IN(NE): 822.5 / / \ST'o
\ \ NV. IN(NW): 824.92'
\ INV. OUT(S): 822.50' \ D 7S'R \ 2 �T Y� \
\ SANITARY / `� / Cp+-8,3,3
SANITARY
\ \
\ SEWER MANHOt� b9 V �9 �y�p" CURB INLET
\ PIN: 7815603774-000 TC?I"832.3 `\
\� \ TOP. 832.68'
\ N/F: CITY OF GREENSBORO -'INV. IN: 814.63' � � �2 � A � \�� � ��, � INV. OUT: 827.80'
\ ZONING: LI - HIGHWAY NC 68
SCENIC CORRIDOR OVERLAY INV. ,OUT: 814.63' \ \� SANITARY
\ \
15"RCP \ \ fA \ \�� O= o SEWER MANHOLE PB 13
DED ATED TO THE CITY OF GREENSBORO CURB INL S �\ TOP: 833.08'
AND E PUBLIC FOR DRAINAGEWAY/AND \ T �9
C \ INV. IN: 829.63'
�j TOP: 831. � 8. OT \ �'S � \ c�
\ OPEN SP E AS PER SECTION 30-6 3.7 (C) INV. OUT: 825.63' \ �A'' 9�J \ / \ ^� INV. OUT: 829.5ij
\ Pb 134 PG 62 CURB INLE
\ m \ �� \ 35 Y � C B INLET
\ 48"CMP TOP: 831.33' \ / S \ S7 /
\ INV. IN: 825.24 0 S \ u' / 4 s y FT P: 832.8 O
INV.: 819.81' \
� \ 72"CMP INV. OUT: 825.03' �\ / /�\ � i9i�, �\ 8 - Ohl�l: 2' Q�L P K NAIL SET
\INV.: 817.64 FLARED END SECTIO /S� �� S TMPORARY BENCHMAR
\ / 48"CMP NV 0.78' F �� \ \ I s!y / ° • . \ \ �O G LEVATION: 833.07'
V.. 8.51'
I
o
lb
\ \ \ \ S`/\
62 0 56. CH \
Og, \ O I \ I 808.00
o X\ r
\ \ 83 ° S� \ �\ B23-
\ \ I
v v v v v v �\ �� /\ V °52'14"w v I 0-
/C \
Cl? 8.7 I \� I </° /J
\ / \ '48 CMP Off/ 9
O o INV.; 818.88'
\ C 72"CMP I \ SSS \ C 7 I V ,0 ,
V C RB INLET o dNV.: _8 763,0 0 0
\ TO 834.35' 833- Q 4 CMP S/98�0 9 \S 827
IN OUT: 829.81' \o
v+\ I 0 0 0 0 0oo \ d I �\ I I PROP. 20' DR�INAGE EASEMENT
✓82 �O o 0 o I \ `°cL \PRO &� ER LINE S �� I CENTERED ON EX RCP
P D� SD \ \ \ o 0 0 0� E TE RR6 W A T LINE / oz I
J L
2 V 1 °���< G%i %� �� \ \\ I PIN: 78 608434-000
cs j 8 g g30 , I \ \ O° \� ,q\\ \ N/F: CITY 0 GREENSBORO P P I I PIN: 78157p1238-000
\ F I N/F: SNYDER-HUNT COMPANY, LLP
�\ 1 S�7 \ �� \ x \ \�\� \ ZONING: LIS 24HIGHWAY NC 68,tiO�o�� I\ = o DB 4705 PG 464
NV.: 826.6\ /V �\ \
�5� �" \ \ \ , \ \, \ SCENIC CORRIDOR OVERLAY I J I ZONING: C -M -HIGHWAY NC 68
\ ( \ \ \ \ \ �S \ \ \ \ AREA: 0.895 ACRES / u� I SCENIC COR IDOR OVERLAY
(38,970 SF) I / 2� / �I USE: RESTAURANT
\ \ \ �y10���� \ �O' \ \ \\\\\ \ 830
I ��c1i PB1 7PG10
PIN: 781 56 0439 5-000 ��\ \\ \82\ �� \ \ �\\ \ \�\ \\ �\ I / J
N/F: WELCOME HOTELS OF GSO, INC. 3S \834
\
DB 7542 PG 198 . ° . ° \ ti ST \\ \\ ' \ \ \ / \ � SF \ \ 0 3�
ZONING: LI - HIGHWAY NC 68 .. S�p�, ti9 \ \� a \ \ \ ��Fp \ <9 �S�, o i�
SCENIC CORRIDOR
OV
LAY �j., \ \y F� Nn \ \\\ \ / q�T \
USE: HOTEL G ��9 v \ �\ 9�,\ \ I \ \\ 3� \ \ 52� ___1
© I 229'
6 \\ \\ I
PB 134 PG 62 \ �aC\ °\ \\ C /g1 \ \\ \\ -FLA D END SECTI III I II
2 0 E \�° \\ \ \ \\\ \ \ \ \ N V.: 819 ( I
\ � 1�,� �Q,� °a�9�ti \`` \ � \\ \ \ \ \ � CEJ
\ 15"CPP V A\ \ \
INV.: 826. 5 I I
\ \I
u I
\W\\ 0
E TA TE \ ��r \ \ \ PIN: 81 603774-000
�� FA \ N F: CITY GREENSBORO
\\\o�y� \ \ NTNG: LI HWAY NC 68 \ 1 \ S \
CENIC CORRIDOR.V�ERLAY \
1.613 ACRES \\ Oro a aSS I
SF)
\ ° 12"CPP
\ GRAPHIC SCALE S 28.63 X15"CPP \A \ \jANb' �HE PUBLI 0
CI OF AGEWAY A D \ A V I
VV 828 \ \ \ OP SPACE AS PERT- CTION 0-6-13.7 C % \� b� SA� R MANHOL
30 0 15 30 60 12"CPP
INV.: 28.73' \ \ \ PB 134 2 �_ \ °/ \ TO 824.81'
15"CM \ \ �y \ \ \ N$ 3°95'59"W �L \�\\ INV. 814.26'
� inch = 30 ft. INV.: 9.22' SS\ \ \\ \
of INV. INN 812.96'
° �� \ \ \ \ `INV. OUT(S): 2.81'
\ 13.43 \ \ w \\\ \� -\ 0 \ \-13J�
N86°55'1"W 68. (T
BUFFER IMPACT SUMMARY
IMPACT ZONE
TYPE
AREA (SF)
• COMPUTED POINT
TEMPORARY PERMANAENT TOTAL
1 ZONE 2, VEGETATED
UTILITY, NON -ELECTRIC, PERPENDICULAR CROSSING
0 94 94
RIGHT-OF-WAY LINE
DISTURBING NOT MORE THAN 40 LF OF RIPARIAN
PROTECTION AREA WITH A MAINTENANCE COORIDOR
IRON PIPE FOUND (SIZE AS NOTE )
WIDER THAN 10 FEET IN WIDTH
MAJOR CONTOUR
MONITORING WELL
A REBAR FOUND (SIZE AS NOTED)
-101F
2 ZONE 2, VEGETATED
UTILITY, NON -ELECTRIC, PERPENDICULAR CROSSING
0 261 261
G
DISTURBING NOT MORE THAN 40 LF OF RIPARIAN
Q CURB INLET
❑F FIRE DEPARTMENT CONNECTION
PROTECTION AREA WITH A MAINTENANCE COORIDOR
WATER LINE
D) FLARED END SECTION
WIDER THAN 10 FEET IN WIDTH
OH U
OVERHEAD UTILITIESwv
@ STORM DRAIN MANHOLE
WATER VALVE
PROJECT AARON BABSON
ENGINEER:
DESIGNED BY: MBW
DRAWN BY: MBW PRELIMINARY DRAWING
DO NOT USE FOR
CHECKED BY: VWS CONSTRUCTION
IF THIS BAR DOES NOT 0 1/2" 1"
90% REVIEW SET 6/1/19 VWS MEASURE 1" THEN DRAWING
REV ISSUED FOR DATE BY IS NOT TO FULL SCALE
Hazen
HAZEN AND SAWYER
498 SEVENTH AVENUE, 11th FLOOR
NEW YORK, NEW YORK 10018
CITY OF GREENSBORO
GREENSBORO, NC 27409
CITY OF GREENSBORO
AIRPARK BOOSTER PUMP STATION
VICINITY MAP 1 =2000'
SITE INFORMATION
EX. ZONING LI/HWY 68 SCENIC CORRIDOR
PROP. ZONING LIIHWY 68 SCENIC CORRIDOR
CURRENT LANDUSE VACANT
PROP. LANDUSE PUMP STATION
PARCEL NUMBER 0098289
PLAT REFERENCE 134-62
DEED REFERENCE 007944-00459
TOTAL AREA 0,90 AC
WATERSHED RANDLEMAN GINA
AVERAGE SLOPE 17.3%
DISTANCE TO
NEAREST FEMA ON SI TE
FLOOD PLAIN
SOILS EuB, McC2
FIRM 3710781500)
ACREAGE PERCENTAGE
DISTURBED 0.67 74.44%
UNDISTURBED 0.23 25.56%
EX. BUA 0.00 0.00%
PROP. BUA 0.35 38.89%
TOTAL BUA 0.35 38.89%
EX. PERVIOUS 0.90 100.00%
PROP. PERVIOUS -0.35 -38.89%
TOTAL PERVIOUS 0.55 61.11
PARKING INFORMATION
TOTAL NO PARKING REQUIRED
SPACES
-
WESTCOTT, SMA ASSOCIAT , PLLC O
125 SOUTHkE EET, SUITE 606 OWNER & LOCATION INFORMATION
GREENS C 27401 OWNER/DEVELOPER: SITE LOCATION:
WWW.WS G°COM BRIAN BOYD 5 SHARPS AIRPARK CT.
WATER RESOURCES DEPARTMENT MOREHEAD TOWNSHIP
PINE: 33 10.972 CITY OF GREENSBORO GUILFORD COUNTY
PO BOX 3136 GREENSBORO, INC
DESIGNED BY: MICHAEL WESTCOTT [e-mail] GREENSBORO, INC 27402
REVIEWED BY: TORI SMALL TSMALLQWSAAENG.COM
PROJECT NO: E-1378.0 BRIAN.BOYD®GREENSBORO-NC.GOV
LEGEND
LINE LEGEND SYMBOLS
SUBJECT BOUNDARY LINE (SURVEYED)
>- GUY WIRE
• COMPUTED POINT
ADJOINER BOUNDARY LINE (NOT SURVEYED)
© GAS METER
Po IRON PIPE SET (SIZE AS NOTED)
RIGHT-OF-WAY LINE
GAS VALVE
EASEMENT
IRON PIPE FOUND (SIZE AS NOTE )
100
MAJOR CONTOUR
MONITORING WELL
A REBAR FOUND (SIZE AS NOTED)
-101F
MINOR CONTOUR
® GRATE INLET
PK -NAIL FOUND
G
GAS LINE
Q CURB INLET
❑F FIRE DEPARTMENT CONNECTION
W
WATER LINE
D) FLARED END SECTION
❑I IRRIGATION CONTROL VALVE
OH U
OVERHEAD UTILITIESwv
@ STORM DRAIN MANHOLE
WATER VALVE
UC
UNDERGROUND COMMUNICATIONS
\ SANITARY SEWER MANHOLE
OW WATER METER
UP
UNDERGROUND POWER
+123.4 SPOT ELEVATION
© BACK FLOW PREVENTER
SS
SANITARY SEWER LINE (SIZE AND TYPE AS NOTED)
N/F NOW OR FORMERLY
❑T TELEPHONE PEDESTAL
SD
STORM DRAIN LINE (SIZE AND TYPE AS NOTED)
DB DEED BOOK
® HVAC
TREE LINE
PB PLAT BOOK
UTILITY POLE
CHAIN LINK FENCE
PG PAGE
LIGHT POLE
CURB AND GUTTER
CMP CORRUGATED METAL PIPE
EXISTING BUILDING
RCP REINFORCED CONCRETE PIPE
HATCH PATTERNS
CONCRETE LANDSCAPE RIPRAP
GRAVEL
DATE: June 2019
HAZEN NO.: 31221-019
M PACT MAP
CONTRACT NO.: 1
DRAWING
NUMBER:
C-500

�pN MUS T C�
OCITY ART�0
F�,
i
__0
Qo >M
IIIII I 11 I y
BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1-800-632-4949
NPDES Storm\er Discharge Permit for Construction Acti Aties (NC001)
SITE IS LOCATED IN 100 YEAR FLOODPLAIN (ZONE AE)
MAP NO. 3710781500J, DATE: 6/18/07
BFE: 830.3
NCDENR/Division of Water Quality
NEW STABILIZATION TIMEFRAMES
SELF -INSPECTION REPORT FOR LAND DISTURBING ACTIVITY AS REQUIRED BY NCGS 113A-54.1
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
OPerimeter dikes, swales, ditches, slopes
7 days
None
High Quality Water (HQW) Zones
�"
7 days
None
Slopes steeper than 3:1
7 days
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are allowed.
DR
TREE PRESERVATION REQUIREMENTS.
Phase of Approved Erosion and Sedimentation Control Plan: Date Signature (Landowner, Financially
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length.
Responsible Party or Agent)
Installation of perimeter erosion and sediment control measures
None, except for perimeters and HQW Zones.
12. STAIRS/STEPS WITH LESS THAN 12 INCHES ELEVATION CHANGE SHALL COMPLY WITH
Clearing and grubbing of existing round cover
PLAN
Completion of any phase of_Kaiding or slopes for fills
LI HWY 68 SCENIC CORRIDOR
NCBC SECTION 1003.5.
Installation of storm drainage facilities
Completion of construction or development
PROP. ZONING
Establishment of permanent ground cover sufficient to restrain erosion
FEET WITHIN 50 FEET, AND ALL RETAINING SYSTEMS WITH A CUMULATIVE VERTICAL
NCDENR/Division of Water Quality
NEW STABILIZATION TIMEFRAMES
(Effective Aug. 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
OPerimeter dikes, swales, ditches, slopes
7 days
None
High Quality Water (HQW) Zones
�"
7 days
None
Slopes steeper than 3:1
7 days
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are allowed.
DR
TREE PRESERVATION REQUIREMENTS.
IN THE DIRECTION OF TRAVEL AND 2% (1:48) CROSS SLOPE.
ROCK OUTLET FOR SILT FENCE 8. ALL EXTERIOR PEDESTRIAN ROUTES SHALL HAVE A MINIMUM CLEAR WIDTH
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length.
I� All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HQW Zones.
PIN: 781 604395-000
N/F: WELCOM HOTELS OF GSO, INC.
DB 542 PG 1989
A.) CONTACT THE CITY URBAN FORESTER TO SET UP A PRE -
CONSTRUCTION MEETING PRIOR TO ANY TREE DISTURBANCE.
B.) ALL TREE PROTECTION DEVICES MUST BE INSTALLED PRIOR
NOTES:
1. ANY STRUCTURE TO BE REMOVED SHALL REQUIRE A SEPARATE DEMOLITION PERMIT
FROM THE BUILDING INSPECTIONS DEPARTMENT.
TREE CONSERVATION CALCULATIONS w
SITE AREA: 0.90 AC 2. MEANS OF EGRESS ILLUMINATION SHALL BE PROVIDED FROM ALL EXIT DOORS TO 68 MgRkFr
1%: 0.90*0.01=0.009 AC THE PUBLIC WAY IN ACCORDANCE WITH NCBC 1006.
OR 392 SF 3. ALL EXISTING AND PROPOSED POWER LINES ARE INDICATED ON THE SITE PLAN. IF y�g
NO OVERHEAD POWER LINES ARE INDICATED THERE SHALL BE NONE.
4. LANDINGS OUTSIDE ALL DOORS SHALL BE SIZED PER THE NORTH CAROLINA BUILDING A f7 J it
CODE (NCBC), BE AT THE SAME ELEVATION AS THE FFE AND SHALL HAVE A
EROSION CONTROL LEGEND MAXIMUM SLOPE OF . 2% (1:48) IN ANY DIRECTION INCLUDING THE DIAGONAL. TRIAD
5. SLOPES IN ACCESSIBLE PARKING SPACES, PASSENGER LOADING ZONES AND ACCESS CENTER DR p O
AISLES SHALL NOT EXCEED 2% (1.48) IN ANY DIRECTION INCLUDING THE DIAGONAL SIT Pie
wIVS
TO INSPECTION BY CITY URBAN FORESTER OR ENFORCEMENT
ll ZION ENTRANCE
PER COG 436-A 6. THERE SHALL BE LEVEL TURNING AREAS WITH A MAXIMUM SLOPE OF 2% (1:48) IN
CESSNA DR
OFFICER AND PRIOR TO ANY TREE DISTURBANCE ACTIVITIES.
LIMIT of DISTURBANCE ANY DIRECTION INCLUDING IN THE DIAGONAL ON ALL SIDEWALKS WHERE AN
NgnO
sFR�CFq�
C. REMOVAL OR DAMAGE OF TREES IN THE TREE CONSERVATION
INTERSECTING SIDEWALK CONNECTS WITH IT.
SILT FENCE
Ro
AREA WILL BE SUBJECT TO THE PENALTIES ESTABLISHED IN
7. THERE SHALL BE NO DESIGNATED PEDESTRIAN ROUTES SIDEWALKS WITHIN THE SITE,
/
40 BOEING
30-5-4.10(PENALTIES) OF SECTION 30-5-4 LANDSCAPING AND
BLOCK & GRAVEL INLET PROTECTION EXCEPT WHERE LABELED AS A RAMP WITH RAILS, WHICH EXCEED 5% (1:20) SLOPE
DR
TREE PRESERVATION REQUIREMENTS.
IN THE DIRECTION OF TRAVEL AND 2% (1:48) CROSS SLOPE.
ROCK OUTLET FOR SILT FENCE 8. ALL EXTERIOR PEDESTRIAN ROUTES SHALL HAVE A MINIMUM CLEAR WIDTH
?? F eURNrp
OF 48", INCLUDING CLEARANCE BETWEEN RAILINGS WHERE PROVIDED, AND SHALL 9°A�o q�e/IOpZgR R�
COMPLY WITH NCBC. WESTPOR ��� Ro P/CK
42 NO�KE RO
P -K NAIL SET 9. ALL PEDESTRIAN ROUTES >5% (1:20), IF ANY, ARE LABELED 'RAMPS", SHOWING TRIAD DR NOR
DRAINAGE HOLE °e TEMPORARY BENCHMARK SLOPES, LEVEL LANDINGS AT THE TOP AND BOTTOM MAX 2% SLOPE IN ANY 68
TOP: 9ELEVATION: 834.42'
DIRECTION INCLUDING THE DIAGONAL), RAILINGS/GUARDRAILS, AND SHALL COMPLY
INV. IN(NE): 82 .
INV. IN(SE): 827. �� #2 REBAR FOUND
INV. OUT(SW): 827.5 NC GRID NAD 83(2011)
\ NORTHING: 850,638.57'
\ DEASTING: 1,716,811.89'
�7 ELEVATION: 834.46'
��q COMBINE ACTOR: 0.999942872
N59°25"1 -8"W\ CURB INLET
ZONING: LI - HIGHWAY NC 68 4.05 CH
/ ° ° ` ° C 1 O
TOP: 834.00
INV. OUT: 829.40'
SCE C CORRIDOR OVERLAY /
W . ° . W`V
CONCRETE LANDSCAPE RIPRAP GRAVEL
USE: HOTEL
'
DATE:
PB 134 PG 62
11. ALL EXTERIOR STAIRS AND LANDINGS AT TOP AND BOTTOM SHALL BE DESIGNED TO
VICINITY
MAP 1"=2000'
�
�� \ 2RBF
4�4
���
C B INLET S
\
\
SITE
\
TOP: 33.92'
\ INV IN 28
INV. OUT: 8.1 S6 ,A S PB 134 PG 62
DRAINAGE MANHOLE
TOP: 832.56' \/ / 834-
INV. IN(NE): 824.46' / 83 .9 C
\ \ \ C AO
\ DRAINAGE MANH INV. IN(SE): 829.08' 'pyV1C, i �( 6� 00
\ \ TOP: 831.62' /
\ \ INV. IN(NE): 822INV. OU1�W): 8 � / � / %O
\ \
\ \ I ) .5
NV. OUT(S):, I ( : 822.50 / \ �„
\ \ SANITARY
\ \ SEWER MANHO EL/
NCBC.
\WITH
10. RAMP RUNS WITH A RISE OF GREATER THAN 6 INCHES SHALL BE PROVIDED WITH
CONCRETE LANDSCAPE RIPRAP GRAVEL
HANDRAILS ON BOTH SIDES.
DATE:
11. ALL EXTERIOR STAIRS AND LANDINGS AT TOP AND BOTTOM SHALL BE DESIGNED TO
VICINITY
MAP 1"=2000'
PREVENT ACCUMULATION OF WATER ON WALKING SURFACES, HAVE A MAXIMUM
&
SLOPE OF 2% (1:48) IN ANY DIRECTION INCLUDING THE DIAGONAL AND SHALL
SITE
INFORMATION
COMPLY WITH NCBC.
12. STAIRS/STEPS WITH LESS THAN 12 INCHES ELEVATION CHANGE SHALL COMPLY WITH
CONTROL
PLAN
NUMBER:
LI HWY 68 SCENIC CORRIDOR
NCBC SECTION 1003.5.
EX. ZONING
13. ALL RETAINING SYSTEMS WITH A CUMULATIVE VERTICAL RELIEF GREATER THAN 5
PROP. ZONING
LI/HWY 68 SCENIC CORRIDOR
FEET WITHIN 50 FEET, AND ALL RETAINING SYSTEMS WITH A CUMULATIVE VERTICAL
RELIEVE LESS THAN 5 FEET AND LOCATED CLOSER TO A BUILDING THEN THE
CURRENT LANDUSE
VACANT
VERTICAL RELIEF, SHALL BE DESIGNED BY A REGISTERED DESIGN PROFESSIONAL,
AND REQUIRE A SEPARATE BUILDING PERMIT AND SPECIAL INSPECTIONS.
PROP. LANDUSE
PUMP STATION
14. ALL RETAINING WALLS >4' REQUIRE A BUILDING PERMIT FROM BUILDING INSPECTIONS.
PARCEL NUMBER
0098289
EROSION CONTROL SEEDING SPECIFICATION
PLAT REFERENCE
134-62
APPLY 4,000Ibs. AGRICULTURAL LIMESTONE PER ACRE.
DEED REFERENCE
007944-00459
APPLY 1,000Ibs. 10-10-10 FERTILIZER PER ACRE FOR GRASS SEEDING.
LIME AND FERTILIZER ARE TO BE DISKED INTO THE SOIL SURFACE TO A MINIMUM DEPTH OF 4 INCHES.
TOTAL AREA
0,90 AC
LATER WINTER - EARLY SPRING
\
WATERSHED
RANDLEMAN GWA
A. GRASS:
(1) TALL FESCUE-1501bs. PER ACRE.
AVERAGE SLOPE
17.39
B. GRASS -LEGUME MIXTURE
(1) TALL FESCUE-1001bs. PER ACRE PLUS SERECIA LESPEDEZA(SCARFIED)- lPER ACRE.
\
DISTANCE TO
CURB INLET (2) TALL FESCUE-1001bs PER ACRE PLUS CROWNVETCH- 251bs PER ACRE
\ PIN: 7815603774-000 T015. 832.3 c T
\� � \T TOP: 832.68' NEAREST FEMA ON SITE
\ N/F: CITY OF GREENSBORO -NV. IN: 814.63' � �2 I q�/Ij\�C \ 833.02 INV. OUT: 827.80' EARLY SPRING - LATE SPRING FLOOD PLAIN
\ ZONING: LI - HIGHWAY NC 68 INV. ,OUT: 814.63' \ �� I \) SANITARY A. GRASS:
\ SCENIC CORRIDOR OVERLAY / 15"RCP \ 3 6 \9p 2'82 _ o SEWER MANHOLE / PB 13 (1) TALL FESCUE-1501bs. PER ACRE.
DED ATED TO THE CITY OF GREENSBORO CURB INL \ ® \ S \ do �\ \ 2,72 TOP: 833.08' B. GRASS -LEGUME MIXTURE SOILS EUB, MCC2
AND E PUBLIC FOR DRAINAGEWAY�AND \ O iT \ --FF 834.00 INV. IN: 829.63'
// TOP: 831. \ \ 8� OT9 \ � \ (1) TALL FESCUE-1001bs. PER ACRE PLUS SERECIA LESPEDEZA(SCARIFIED)-601bs. PER ACRE.
FIRM 3710781500)
\ INV. OUT: 829.5 '
OPEN SP EAS PER SECTION 30-6 13.7 (C) INV. OUT: 825.63' AF < \ 83-,95 \ \ 833.95 .1 �� \ LATE SUMMER - EARLY WINTER
\ PB 134 PG 62 CURB INLET / �� A. GRASS:
V A \ DO \ �� 35 83318 �\ CU B INLET (1) TALL FESCUE-1501bs. PER ACRE.
v / 48"cMP TOP: 831.33' v a 833.9 Y \ si 2d
\ INV. IN: 825.24 o S \ \ a °O s �y� FoP: 832.86' (2) TALL FESCUE-1001bs. PER ACRE PLUS ANNUAL RYEGRAIN-251bs. PER ACRE. ACREAGE PERCENTAGE
\ INV.: 819.81' \\ `�� DE AREA 8 OhN: 26.82' P K NAIL SET B. GRASS -LEGUME MIXTURE:
V A 72' CMP INV. OUT: 825.03' / /�\ -
\/NV.: 817.64' FLARED END SECTIO -,TO DRAIN \ ^ \ O G T: 26.76' TPMPORARY BENCHMAR (1) TALL FESCUE-1001bs. PER ACRE PLUS SERECIA LESPEDEZA(UNSCARIFIED)-601bs. PER ACRE. DISTURBED 0.67 74.44%'
\ \ \ S' b e .. \ \ LEVATION: 833.07' (2) TALL FESCUE-1001bs. PER ACRE PLUS CROWNVETCH-251bs. PER ACRE
\ 48"CMP IN 0.78' F \ \\ ly
\ V.: 8.51' S� � � �� D \\ (3) TALL FESCUE-751bs. PER ACRE PLUS ANNUALRYEGRAIN-251bs. PER ACRE PLUS SERECIA UNDISTURBED 0.23 25.569
LESPEDEZA (UNSCARIFIED)-601bs. PER ACRE.
04I\I \ I AFTER SEEDING, THE AREA IS TO BE ROLLED OR CULTIPACKED TO INSURE THAT THE SEED IS PRESSED EX. BUA 0.00 0.009
w \ \ \\ `3A \ O O I \ INTO CONTACT WITH SOIL SURFACE. ALL SEEDED AREAS ARE TO BE MULCHED WITH STRAW MULCH AT PROP. BUA 0.35 38.899
\ 33. 5 833.39 �� 1°37'02" \ THE RATE OF 3,000Ibs. PER ACRE. (APPROX. 100 BALES PER ACRE.)
\ �- OA\ �\ \\ \ \ \ X62° \ O I ( 856 08.00 H \ APPLY ASPHALT EMULSION TO THE STRAW MULCH AT THE RATE OF 150 GALLONS PER ACRE. TOTAL BUA 0.35 38.899
°ss �_ 833.3 ` I = X\ THE ABOVE SEEDING RECOMMENDATIONS AND RATES HAVE BEEN PREPARED FOR SELECTION OF A EX. PERVIOUS 0.90 100.009
\ 83 h S / \-\ 823- \ \ \ \\ \ \ 833.59 -� I O \ I I VEGETATIVE COVER SUITABLE FOR SOIL EROSION CONTROL IN THE GREENSBORO AREA.
\ \ / O PROP. PERVIOUS -0.35 -38.899
52'14"W AREA SOIL TYPES, CLIMATIC CONDITIONS, SEED AVAILIBILITY AND INDIVIDUAL PLANT CHARACTERISTICS
ARE ALLAND
0 0 \\ \ \ \ / / 8.74' 32.81 I \IJ I �B<io /J TEXTURALTAKEN QUALITYTREASONSNTHE ABOVEACCOUT IN THEBOVE SE ECTIONSMS. ARE NOT NRECO MENDEDDUE TONSITYFOR LAWNORMITY AREA USE. TOTAL PERVIOUS 0.55 61.119
\ / '48"CMP \ \ I \
\ O
JINV.: 8\,18�.o8.08' 0 \ \\�SF � \ I
I
I\
PARKING IN
FORMATION72"CMP 833. 5 70'C RB INLET NV.: O
TO 834.35 833- _P8 7.6 3''9TOTAL NO PARKING REQUIRED
IN OUT: 829.81' Q 8cM
SPACES
V � �
NV.: 819.17'-
M'9+ \a n \ \ \\ Illy
I I \
�� X825 \ G � i DISTURBED 4REA: 0.67 AC
P \ O -
° °�\ 15„G s� \ o \\ \ <�, i I WESTCOTT, SMALL & ASSOCIATEIS, PLLC
> \ OQIc \ TT��� \\\ I PIN:' 78 43 ° �, I _ 125 SOUTH ELM STREET SUITE 606 OWNER & LOCATION INFORMATION
cs \ 8 0 , \ <O /,q \\\ N/F: DCIITYQ04 REE R ?r o N/F: PIN: 78IHUNT2COMPANY, LLP /
g31 /- \ \\ \��� \ \ O�� \ZONING: Lig 2 HIGHWAY NC 68'ti P I _ 57
DB 4705 PG 464 GREENSBORO, NC 27401 OWNER/DEVELOPER: SITE LOCATION:
INV.: 826.6\ \ \
\ F ��1�" SCENIC CORRIDOR OVERLAY I / J
ZONING: C -M -HIGHWAY NC 68 BRIAN BOYD 5 SHARPS AIRPARK CT.
AREA: 0.895 ACRES SCENIC COR IDOR OVERLAY WWW.WSAAENG.COM
%s \ \\ \ \ (38,970 SF) I / _� �` USE:RE$TAURANT WATER RESOURCES DEPARTMENT MOREHEAD TOWNSHIP
0 \ \�� \ \ 8 I PHONE: 330,310.972]k CITY OF GREENSBORO GUILFORD COUNTY
00� \L�\8j�� I ���\ \� \\\\\ �o P a� PO BOX 3136 GREENSBORO, NC
I J �\\ \ �\ ��\� ��\\ ��O \ \\\ �' \ \ I J �N PB 1 7 PG 10 DESIGNED BY: [e-mail] GREENSBORO, NC 27402
PIN: 7815604395-000 3s \ �o OGS \ \ \\\\82\\\ 6�� \\\ REVIEWED BY: TORI SMALL [e-mail] -
N/F: WELCOME HOTELS OF GSO, INC. 834 s�F\ \\ �� \ \ iS \ \ S S� l�\ N \ \ \ _ Do PROJECT NO:E-1378.0 BRIAN.BOYDOaGREENSBORO NC.GOV
DB 7542 PG 198 O
ZONING: L10- HIGHWAY NC 68�� \ \ 82 p \ �° irj
SCENIC CORRIDOR OVE LAY �j., \ \y �� N \ \\\ \ 73��° \ \ S �2)Q O s I LEGEND
USE: HOTEL G °\ 79 v \ �\ 9�F \ I \ �\ Ac lyyT \ �'� \ \2 - o
\� \ \\ s2F� \\ �\ \ �F, SII TREE PRESERVATION AREA 404 SF LINE LEGEND SYMBOLS
° �\ \/� �� \ \ 6 \\ \\ CONTRACTOR S ALL INSTALL TREE
PB 134 PG 62 , `, OA\ \ �8� \ \ \\ \� / I I I SUBJECT BOUNDARY LINE (SURVEYED) GUY WIRE
\ \ \`\��� \ \ C \ FLA D END SECT1 / I PROTECTION SIGNS ON PROPOSED • COMPUTED POINT
2Q' c \� \\\ \ \ ( ADJOINER BOUNDARY LINE (NOT SURVEYED) © GAS METER
3 , L�`� T O \ \ \ INV.: 819 I I SILT FENCE IN THIS AREA. @ IRON PIPE SET (SIZE AS NOTED)
\ \ S \ \ `^� 009 \ \ \ \ \ \� \ \ \ \ \ \ \ �J qI I RIGHT-OF-WAY LINE
GAS VALVE � IRON PIPE FOUND (SIZE AS NOTE )
EASEMENT �M MONITORING WELL
100 MAJOR CONTOUR O REBAR FOUND (SIZE AS NOTED)
\ \ \ 15"CPP \ \ \ \ II ® GRATE INLET
\ \� \ I I I I -10'H MINOR CONTOUR � PK -NAIL FOUND
INV.: 826. 5 l 1 l
0 �\ �\\ \ \ � � \ � l (, GAS LINE Q CURB INLET
❑Q FIRE DEPARTMENT CONNECTION
\, � � \\V /yam \v v� � �v
W WATER LINE D) FLARED END SECTION ❑I IRRIGATION CONTROL VALVE
\ E \ U 30 oI 0HU OVERHEAD UTILITIES Wv
TE \ � ° \ \ � \\ \ \ \ \ ^ I l� STORM DRAIN MANHOLE � WATER VALVE
PIN: 81 603774-000 \ _UC- UNDERGROUND COMMUNICATIONS
�e `r� \ \ &2 a� �s SANITARY SEWER MANHOLE OW WATER METER
A , A \ N/F: CITY GREENSBORO \ \ SS \\ I UP UNDERGROUND POWER
O \ \ \ $123.4 SPOT ELEVATION 0 BACK FLOW PREVENTER
,,,��cc,, NTNG: LI - HWAY NC 68 \ \ SS SANITARY SEWER LINE (SIZE AND TYPE AS NOTED)
\ \ \ \ `���, \\ � CENIC CORRI R VLERLAY �` \ J m I N/F NOW OR FORMERLY 0 TELEPHONE PEDESTAL
6220 1.613 ACRES- �\ O \ a� SD STORM DRAIN LINE (SIZE AND TYPE AS NOTED) DB DEED BOOK \ HVAC
\� 12"CPP \ \ \ \\\ (10,277 SF) \ \ \ S �o\\ TREE LINE PB PLAT BOOK f UTILITY POLE
28.63' S"CPP \ C DEDICAAb T CITY OF G�EEN 0 \ \ \ CHAIN LINK FENCE PG PAGE
GRAPHIC SCALE S \ \ \ \ �A\
1 NV.: 828.46' 'SANITA%Y CURB AND GUTTER
CMP CORRUGATED METAL PIPE LIGHT POLE
30 \ 0 15 30 60 Ci AN�HE DR
0 AGEWAY A D ° \ WER MANHOL \\\\\\\\\\\\ EXISTING BUILDING RCP REINFORCED CONCRETE PIPE
12"CPP \ 1 OP SPACE AS PER CTION 0-6-13.7 C �% \ b
INV.: 28.73' \ \\ PB 134 2 TO 824.81'
\ \ \\ \\ `\ \ N45°15'59'W NV. 814.26'
1 'nch = 30 ft. 15"CM \ \ 00�� \�\ \\ 18.39 \ a? 6
� \ � � INV. IN(NV 812.96' HATCH PATTERNS
IN INV.. 9.22 ��\ \ \ \ \ �C /
\ \ o 13.43' \ ( /\\� INV. OUT(S): 2.81'
_ 54.70 \ �
N86°55'1\"W 68. (T ALL \ �n
PROJECT AARON BABSON
ENGINEER:
DESIGNED BY: MBW
PRELIMINARY DRAWING
DRAWN BY: MBW DO NOT USE FOR
CHECKED BY: VWS CONSTRUCTION
IF THIS BAR DOES NOT 0 1/2" 1"
90% REVIEW SET 6/1/19 VWS MEASURE 1" THEN DRAWING
REV ISSUED FOR DATE I BY IS NOT TO FULL SCALE
HAZEN AND SAWYER
498 SEVENTH AVENUE, 11th FLOOR
NEW YORK, NEW YORK 10018
CITY OF GREENSBORO
GREENSBORO, NC 27409
CITY OF GREENSBORO
AIRPARK BOOSTER PUMP STATION
June 2019
31221-019
1
C-200
CONCRETE LANDSCAPE RIPRAP GRAVEL
DATE:
HAZEN NO.:
GRADING
&
CONTRACT NO.:
EROSION
DRAWING
CONTROL
PLAN
NUMBER:
June 2019
31221-019
1
C-200

MUST CO
\L I TY pRO `O�
vo �O�o
Qo zm
� IIII/ I 11 i �l
BEFORE YOU DIG!
CONTACT ONE -CALL CENTER
1-800-632-4949
UTILITY KEY NOTES:
OINSTALL 12"X12" TAPPING SLEEVE AND VALVE W/THRUST
BLOCKING.
2O INSTALL 12" 90° BEND W/THRUST BLOCKING.
\ PROPOSED 12" SURGE VALVE W/ TRAFFIC RATED LID, SEE
DETAIL SHEET C-.
\PROPOSED 12" AIR RELEASE VALVE AND MANHOLE, PER
DETAIL SHEET C-301.
\PROPOSED FLOWMETER AND CL2 INJECTION POINT INSIDE A
CONCRETE VAULT, SEE DETAIL SHEET C-.
UTILITY KEY NOTES:
\PROPOSED CL2 SAMPLE POINT IN 5' DIA MANHOLE, SEE
DETAIL SHEET C-.
\ PROPOSED 12" GATE VALVE.
OPROPOSED 2" WATER SERVICE PER COG STD #101, SEE
DETAIL SHEET C-301.
\PROPOSED 2" WATER METER PER COG STD #101, SEE
DETAIL SHEET C-301.
<@PROPOSED 1-1/2" RPZ BACKFLOW PREVENTER PER COG
>STD #GSO-12, SEE DETAIL SHEET C-301.
DRAINAGE HOLE G�
TOP: 9' e
INV. IN(NE): 82 \
INV. IN(SE): 827. L�
INV. OUT(SW): 827.5
\ D � Cj
30, INC. N59°25'1,8"W
c 4.05'CH \
AY 8 C 10 00'R i
O
\� \V DRAINAGE MANHOLE
\ TOP: 832.56' \ = / 834-
\ DRAINAGE MANH NV. IN(NE): 824.46' /
\ TOP: 831.62' NV. IN(SE): 829.08'
\ \ NV. IN(NE): 822.5 NV. OU\W): 8
\ \ NV. IN(NW): 824.92'
\ \ INV. OUT(S): 822.50' / \ D �S'RCp
\ TC?�832.3
�
\ SANITARY \ / 4
SEWER MANHOt
\ PIN: 7815603774-000 \ O
\
\ N/F: CITY OF GREENSBORO -'INV. IN: 814.63'
\ ZONING: LI - HIGHWAY INC 68 INV. ,OUT: 814.63' \ 1 6
\ SCENIC CORRIDOR OVERLAY 15''RCP A 6
UTILITY KEY NOTES:
/1\1\,PROPOSED 4" SANITARY SEWER SERVICE PER COG STD
#101, SEE DETAIL SHEET C-301.
12 PROPOSED 4" SANITARY SEWER SERVICE CLEAN OUT PER
COG STD #101 SEE DETAIL SHEET C-301.
<@>PROPOSED 4" SANITARY SEWER SERVICE TIE IN PER COG
STD #101, SEE DETAIL SHEET C-301.
TIE INTO BUILDING UTILITY SERVICES, SEE ARCHITECTURAL
14
PLANS FOR EXACT LOCATIONS.
15 PROPOSED 4" LOAD BEARING SANITARY SEWER SERVICE
CLEAN OUT PER COG STD #224 SEE DETAIL SHEET C-301.
P -K NAIL SET
\ TEMPORARY BENCHMARK
ELEVATION: 834.42'
#2 REBAR FOUND
NC GRID NAD 83(2011)
NORTHING: 850,638.57'
EASTING: 1,716,811.89'
ELEVATION: 834.46'
COMBINED
ACTOR: 0.999942872
CURB INLET
TOP: 834.00'
\ O INV. OUT: 829.40'
,#2RBF �� \
C B INLET
TOP: 33.92' s
\ \ INV. IM Z28. �p
\N INV. OUT S. S6•�S PB 134 PG 62
\ \ B�I/o \
\ '
5 24 \ \,� 'ss� 62 \O\
\\ O a Y %
14 4 \OFT v 9� �•�� \
T
14 v �,
CURB INLET \
OP. 832.68'
NV. OUT: 827.80'
SANITARY
SEWER MANHOLE PB 13
TOP 833 08'
DED ATED TO THE CITY OF GREENSBORO CURB INL 6\ 1 -\
AND E PUBLIC FOR DRAINAGEWAY/AND TOP: 831. $ INV. IN: 829.63'
\ 23 \/�' ^ INV. OUT: 829.5 '
OPEN SP EAS PER SECTION 30-6 3.7 (C) INV. OUT: 825.63' J\ \ \ 14 s 10
V PB 134 PG 62 CURB INLET\
V 48"CMP TOP: 8_-_ 06�� 26 \\ 8 \ 2 Y 17 S7 C B INLET \
\ INV. IN: 825.24 o S \ u' \ 11 4 •� 1 / 6 y ITOP: 832.8 O
V
IN 819.81' \\ \
\ \ V-1. 19P INV. OUT: 825.03' �\ / /�\ 6 �\ \ ` 14 8 - Ohl l: 2' QY� P K NAIL SET
V A/NV.: 817.64' FLARED END SECTIO �S� ��� �S� 15 15 \ \ ' �� GLJT: 6.76' TMPORARY BENCHMAR
48"CMP INV 0.78' F \� \\\ !y \ / 3 \ \ LEVATION: 833.07'
lb
V.: 8.51'I33 -
v
O
v X25 \ \VA A ��
��I� ��
\V�\� �\ 11 � � ° � 2 y I °� � 1 °3302" N, v
\ X
\ / S v ^ \ \ \ \ 2 A'
v v v Ve\ VA�A\ I z \v BoB.00
\ v \ 83
Q)0
00
00 �v g23-
•52'14W y �\ v I S°A\
V A y 8.7
\ 48 CMP A A \ I \ \ I i /J
�\ o o CNV.; 818.88' \ V I O)� �N
r
\ C RB INLET / \ / y ) ; 72 CM),8Y P�1 7 o O I \ C 70
TO 834.35
\ ' 833- 48'") 638] 8 �0 0 \ \ ' C <v / I
\ Q � 48"
CMP
\ N OUT: 829.81' \o
�� \ N V.: 819.17' o 0 o N
\ \ /�
v+ 0 0 0 0 0 \ ° "' 12 �� I PROP. 20' DRIINAGE EASEMENT
\ \\ I II
I ✓82 �O o 0 0 \ `°cL ' >/� \PROPS VSA`TER LINE S \� 11 I i CENTERED ON EX RCP \ .
e\ 15"c P SD \ I �\ \ �T E TE PRZS WAT LINE \ / _
\Sx \Si\ 83 D \ \ 0 0 0 \ \ � 1 < �T �� \ \\\ PIN: 78 608434-OQO v I
\ �� \ N/F: CITY 0 GREENSBORO P� PIN: 78157p1238-000
4 1\ \ \ 000/ Q„ \ \ �F� \ \ DB 7Q44 459 ��i �P I C6 a N/F: SNYDER-HUNT COMPANY, LLP
INV.: 826.6 \ \ O �\ \\ \\ ZONING. -1 2 HIGHWAY INC 68 1� �`'� I\ Q o \ J I DB 4705 PG 464
\\ �5� �" \ \ \ \ \ \� \ SCENIC CORRIDOR OVERLAY I ZONING: C -M -HIGHWAY NC 68
AREA: 0.895 ACRES / u� SCENIC COR IDOR OVERLAY
83Q\ \ \\\\\ \ \\ \ \\ \ \ \ (38,970 SF) I / \ / �I USE: RESTAURANT
\ \8\� I �0����\ \\\ \�\� ��o \ I leo a 1
PIN: 781 56 0439 5100 �� I /
PB1 7PG10
N/F: WELCOME HOTELS OF GSO, INC. ' g3S \834
DB 7542 PG 198 . ° \ ti ST o
ZONING: LI - HIGHWAY INC 68 .. S7p�,
SCENIC CORRIDOR OVE LAY
USE: HOTEL
\
PB 134 PG 62 ,. \ \�\ E �\ \ \ 6\
�O\\\i� \ �� \ \ \C \ \ SLA D END SECT
\ I I I
\ \ 3\ \ �/E� T , T\OOo�� \\ \ \ \ \\ \ \ \ \ \ \ INV.:
\ 15"CPP V A\ \ \
INV.: 826. 5 I
\ O \
o \
0 � ET TE \ � � ��r \ \ \ PIN: 81 603774-000
N F: CITY GREENSBORO 27 \ S \\ I a4
\\o \ \ NTNG: LI HWAY NC 68 \ 1 \ S \
\ CENIC CORRIDOR QVERLAY \
\ \ \\\ \ 622S 1.613 ACRES- \\ O��
12"CPP(10>277 SF) V
�+wc` 28.63' X15' CPP \\ \ DEDICAD T CITY OF GREEN 0 \ \
\ GRAPHIC SCALE &ANI PUBLI 0 AGEWAY A D �j / \ IN I T AR
1 I
\V 828/ \ \ \ OP SPACE AS PER CTION 0-6-13.7 C SAWER MANHOL
30 0 15 30 60 2"CPP
NV.: 28.73' \ \ \ \ \ PB 134 2 �_ \ p/ \ TO 824.81'
15" CM \ \ \ cy \ \ \ N$ 3°95'59'W �L ��\\ INV. 1 814.26'
inch = 30 ft. INV.: 9.22' SvA \ \\ \ Ci \ \\CO
of INV. INN 812.96'
IN,
INV. OUT(S2.81
): '
N86°55'1 "W 68. 54 (30 AL)-
90% REVIEW SET
REV ISSUED FOR
PROJECT
ENGINEER:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
IF THIS BAR DOES NOT
6/1/19 VWS MEASURE 1" THEN DRAWING
DATE IBY IS NOT TO FULL SCALE
AARON BABSON
MBW
MBW
VWS
0 1/2" 1"
PRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
Hazen
HAZEN AND SAWYER
498 SEVENTH AVENUE, 11th FLOOR
NEW YORK, NEW YORK 10018
CITY OF GREENSBORO
GREENSBORO, NC 27409
UTILITY KEY NOTES:
16 INSTALL 1-6" FIRE HYDRANT AND 1-6" GATE VALVE
17 INSTALL 6" DI WATER LINE
18 INSTALL 8"X6" TAPPING SLEEVE AND VALVE WITH THRUST
BLOCKING
19 INSTALL 1" SAMPLE LINE
20 2' DUCTBANK PER ELECTRICAL PLANS
17' X 6' CONCRETE PAD PER STRUCTURAL PLANS WITH
21
GENERATOR PER ELECTRICAL PLANS
\7' X 6' CONCRETE PAD PER STRUCTURAL PLANS WITH
TRANSFORMER PER ELECTRICAL PLANS
4 INSTALL 2" X 6" TEE WITH THRUST BLOCKING AND 2" GATE
24
VALVE PER COG STD
PROPOSED 1-1/2" WATER SERVICE (SAMPLE LINE) PER COG
STD #101, SEE DETAIL SHEET C-301
25 PROPOSED 1-1/2" BACKFLOW PREVENTER INSIDE BUILDING
26 PER COG STD, SEE PLUMBING PLAN
INSTALL 12" 45° BEND W/THRUST BLOCKING.
NOTE: ALL DI PIPE SHALL BE RESTRAINED JOINT
SEE UTILTIY NOTES SHEET C-301
CITY OF GREENSBORO
AIRPARK BOOSTER PUMP STATION
WESTCOTT, SMA ASSOCIAT , PLLC
125 SOUTHkE EET, SUITE 606
GREENS13 C 27401
WWW.WS G.COM
PHONE: 3 10.972
DESIGNED BY: MICHAEL WESTCOTT [e-mail]
REVIEWED BY: TORI SMALL [e-mail]
PROJECT NO: E-1378.0
VICINITY MAP 1 =2000'
SITE INFORMATION
EX. ZONING LI/HWY 68 SCENIC CORRIDOR
PROP. ZONING LI/HWY 68 SCENIC CORRIDOR
CURRENT LANDUSE VACANT
PROP. LANDUSE PUMP STATION
PARCEL NUMBER 0098289
PLAT REFERENCE 134-62
DEED REFERENCE 007944-00459
TOTAL AREA 0,90 AC
WATERSHED RANDLEMAN GINA
AVERAGE SLOPE 17.3%
DISTANCE TO
NEAREST FEMA ON SI TE
FLOOD PLAIN
SOILS EuB, McC2
FIRM 3710781500)
ACREAGE PERCENTAGE
DISTURBED 0.67 74.44%
UNDISTURBED 0.23 25.56%
EX. BUA 0.00 0.00%
PROP. BUA 0.35 38.89%
TOTAL BUA 0.35 38.89%
EX. PERVIOUS 0.90 100.00%
PROP. PERVIOUS -0.35 -38.89%
TOTAL PERVIOUS 0.55 61.11
PARKING INFORMATION
TOTAL NO PARKING REQUIRED
SPACES
0 -
OWNER & LOCATION INFORMATION
OWNER/DEVELOPER: SITE LOCATION:
BRIAN BOYD 5 SHARPS AIRPARK CT.
WATER RESOURCES DEPARTMENT MOREHEAD TOWNSHIP
CITY OF GREENSBORO GUILFORD COUNTY
PO BOX 3136 GREENSBORO, NC
GREENSBORO, NC 27402
BRIAN.BOYD®GREENSBORO-NC.GOV
LEGEND
LINE LEGEND SYMBOLS
SUBJECT BOUNDARY LINE (SURVEYED) >- GUY WIRE
ADJOINER BOUNDARY LINE (NOT SURVEYED) • COMPUTED POINT
© GAS METER \o IRON PIPE SET (SIZE AS NOTED)
RIGHT-OF-WAY LINE GAS VALVE IRON PIPE FOUND (SIZE AS NOTE )
EASEMENT MONITORING WELL
100 MAJOR CONTOUR ® GRATE INLET A REBAR FOUND (SIZE AS NOTED)
-101- MINOR CONTOUR PK -NAIL FOUND
G GAS LINE Q CURB INLET ❑F FIRE DEPARTMENT CONNECTION
/ WATER LINE D) FLARED END SECTION ❑I IRRIGATION CONTROL VALVE
_OHIJ OVERHEAD UTILITIESwv
@ STORM DRAIN MANHOLE WATER VALVE
UC UNDERGROUND COMMUNICATIONS \ SANITARY SEWER MANHOLE OO WATER METER
UP UNDERGROUND POWER +123.4 SPOT ELEVATION © BACK FLOW PREVENTER
SS SANITARY SEWER LINE (SIZE AND TYPE AS NOTED) N/F NOW OR FORMERLY ❑T TELEPHONE PEDESTAL
SD STORM DRAIN LINE (SIZE AND TYPE AS NOTED) DB DEED BOOK ® HVAC
TREE LINE PB PLAT BOOK
UTILITY POLE
CHAIN LINK FENCE PG PAGE
CURB AND GUTTER
CMP CORRUGATED METAL PIPE LIGHT POLE
EXISTING BUILDING RCP REINFORCED CONCRETE PIPE
HATCH PATTERNS
CONCRETE LANDSCAPE RIPRAP GRAVEL
DATE:
HAZEN NO.:
UTILITY PLAN CONTRACT NO.:
DRAWING
NUMBER:
June 2019
31221-019
1
C-300
\
UTILITY KEY NOTES:
OINSTALL 12"X12" TAPPING SLEEVE AND VALVE W/THRUST
BLOCKING.
2O INSTALL 12" 90° BEND W/THRUST BLOCKING.
\ PROPOSED 12" SURGE VALVE W/ TRAFFIC RATED LID, SEE
DETAIL SHEET C-.
\PROPOSED 12" AIR RELEASE VALVE AND MANHOLE, PER
DETAIL SHEET C-301.
\PROPOSED FLOWMETER AND CL2 INJECTION POINT INSIDE A
CONCRETE VAULT, SEE DETAIL SHEET C-.
UTILITY KEY NOTES:
\PROPOSED CL2 SAMPLE POINT IN 5' DIA MANHOLE, SEE
DETAIL SHEET C-.
\ PROPOSED 12" GATE VALVE.
OPROPOSED 2" WATER SERVICE PER COG STD #101, SEE
DETAIL SHEET C-301.
\PROPOSED 2" WATER METER PER COG STD #101, SEE
DETAIL SHEET C-301.
<@PROPOSED 1-1/2" RPZ BACKFLOW PREVENTER PER COG
>STD #GSO-12, SEE DETAIL SHEET C-301.
DRAINAGE HOLE G�
TOP: 9' e
INV. IN(NE): 82 \
INV. IN(SE): 827. L�
INV. OUT(SW): 827.5
\ D � Cj
30, INC. N59°25'1,8"W
c 4.05'CH \
AY 8 C 10 00'R i
O
\� \V DRAINAGE MANHOLE
\ TOP: 832.56' \ = / 834-
\ DRAINAGE MANH NV. IN(NE): 824.46' /
\ TOP: 831.62' NV. IN(SE): 829.08'
\ \ NV. IN(NE): 822.5 NV. OU\W): 8
\ \ NV. IN(NW): 824.92'
\ \ INV. OUT(S): 822.50' / \ D �S'RCp
\ TC?�832.3
�
\ SANITARY \ / 4
SEWER MANHOt
\ PIN: 7815603774-000 \ O
\
\ N/F: CITY OF GREENSBORO -'INV. IN: 814.63'
\ ZONING: LI - HIGHWAY INC 68 INV. ,OUT: 814.63' \ 1 6
\ SCENIC CORRIDOR OVERLAY 15''RCP A 6
UTILITY KEY NOTES:
/1\1\,PROPOSED 4" SANITARY SEWER SERVICE PER COG STD
#101, SEE DETAIL SHEET C-301.
12 PROPOSED 4" SANITARY SEWER SERVICE CLEAN OUT PER
COG STD #101 SEE DETAIL SHEET C-301.
<@>PROPOSED 4" SANITARY SEWER SERVICE TIE IN PER COG
STD #101, SEE DETAIL SHEET C-301.
TIE INTO BUILDING UTILITY SERVICES, SEE ARCHITECTURAL
14
PLANS FOR EXACT LOCATIONS.
15 PROPOSED 4" LOAD BEARING SANITARY SEWER SERVICE
CLEAN OUT PER COG STD #224 SEE DETAIL SHEET C-301.
P -K NAIL SET
\ TEMPORARY BENCHMARK
ELEVATION: 834.42'
#2 REBAR FOUND
NC GRID NAD 83(2011)
NORTHING: 850,638.57'
EASTING: 1,716,811.89'
ELEVATION: 834.46'
COMBINED
ACTOR: 0.999942872
CURB INLET
TOP: 834.00'
\ O INV. OUT: 829.40'
,#2RBF �� \
C B INLET
TOP: 33.92' s
\ \ INV. IM Z28. �p
\N INV. OUT S. S6•�S PB 134 PG 62
\ \ B�I/o \
\ '
5 24 \ \,� 'ss� 62 \O\
\\ O a Y %
14 4 \OFT v 9� �•�� \
T
14 v �,
CURB INLET \
OP. 832.68'
NV. OUT: 827.80'
SANITARY
SEWER MANHOLE PB 13
TOP 833 08'
DED ATED TO THE CITY OF GREENSBORO CURB INL 6\ 1 -\
AND E PUBLIC FOR DRAINAGEWAY/AND TOP: 831. $ INV. IN: 829.63'
\ 23 \/�' ^ INV. OUT: 829.5 '
OPEN SP EAS PER SECTION 30-6 3.7 (C) INV. OUT: 825.63' J\ \ \ 14 s 10
V PB 134 PG 62 CURB INLET\
V 48"CMP TOP: 8_-_ 06�� 26 \\ 8 \ 2 Y 17 S7 C B INLET \
\ INV. IN: 825.24 o S \ u' \ 11 4 •� 1 / 6 y ITOP: 832.8 O
V
IN 819.81' \\ \
\ \ V-1. 19P INV. OUT: 825.03' �\ / /�\ 6 �\ \ ` 14 8 - Ohl l: 2' QY� P K NAIL SET
V A/NV.: 817.64' FLARED END SECTIO �S� ��� �S� 15 15 \ \ ' �� GLJT: 6.76' TMPORARY BENCHMAR
48"CMP INV 0.78' F \� \\\ !y \ / 3 \ \ LEVATION: 833.07'
lb
V.: 8.51'I33 -
v
O
v X25 \ \VA A ��
��I� ��
\V�\� �\ 11 � � ° � 2 y I °� � 1 °3302" N, v
\ X
\ / S v ^ \ \ \ \ 2 A'
v v v Ve\ VA�A\ I z \v BoB.00
\ v \ 83
Q)0
00
00 �v g23-
•52'14W y �\ v I S°A\
V A y 8.7
\ 48 CMP A A \ I \ \ I i /J
�\ o o CNV.; 818.88' \ V I O)� �N
r
\ C RB INLET / \ / y ) ; 72 CM),8Y P�1 7 o O I \ C 70
TO 834.35
\ ' 833- 48'") 638] 8 �0 0 \ \ ' C <v / I
\ Q � 48"
CMP
\ N OUT: 829.81' \o
�� \ N V.: 819.17' o 0 o N
\ \ /�
v+ 0 0 0 0 0 \ ° "' 12 �� I PROP. 20' DRIINAGE EASEMENT
\ \\ I II
I ✓82 �O o 0 0 \ `°cL ' >/� \PROPS VSA`TER LINE S \� 11 I i CENTERED ON EX RCP \ .
e\ 15"c P SD \ I �\ \ �T E TE PRZS WAT LINE \ / _
\Sx \Si\ 83 D \ \ 0 0 0 \ \ � 1 < �T �� \ \\\ PIN: 78 608434-OQO v I
\ �� \ N/F: CITY 0 GREENSBORO P� PIN: 78157p1238-000
4 1\ \ \ 000/ Q„ \ \ �F� \ \ DB 7Q44 459 ��i �P I C6 a N/F: SNYDER-HUNT COMPANY, LLP
INV.: 826.6 \ \ O �\ \\ \\ ZONING. -1 2 HIGHWAY INC 68 1� �`'� I\ Q o \ J I DB 4705 PG 464
\\ �5� �" \ \ \ \ \ \� \ SCENIC CORRIDOR OVERLAY I ZONING: C -M -HIGHWAY NC 68
AREA: 0.895 ACRES / u� SCENIC COR IDOR OVERLAY
83Q\ \ \\\\\ \ \\ \ \\ \ \ \ (38,970 SF) I / \ / �I USE: RESTAURANT
\ \8\� I �0����\ \\\ \�\� ��o \ I leo a 1
PIN: 781 56 0439 5100 �� I /
PB1 7PG10
N/F: WELCOME HOTELS OF GSO, INC. ' g3S \834
DB 7542 PG 198 . ° \ ti ST o
ZONING: LI - HIGHWAY INC 68 .. S7p�,
SCENIC CORRIDOR OVE LAY
USE: HOTEL
\
PB 134 PG 62 ,. \ \�\ E �\ \ \ 6\
�O\\\i� \ �� \ \ \C \ \ SLA D END SECT
\ I I I
\ \ 3\ \ �/E� T , T\OOo�� \\ \ \ \ \\ \ \ \ \ \ \ INV.:
\ 15"CPP V A\ \ \
INV.: 826. 5 I
\ O \
o \
0 � ET TE \ � � ��r \ \ \ PIN: 81 603774-000
N F: CITY GREENSBORO 27 \ S \\ I a4
\\o \ \ NTNG: LI HWAY NC 68 \ 1 \ S \
\ CENIC CORRIDOR QVERLAY \
\ \ \\\ \ 622S 1.613 ACRES- \\ O��
12"CPP(10>277 SF) V
�+wc` 28.63' X15' CPP \\ \ DEDICAD T CITY OF GREEN 0 \ \
\ GRAPHIC SCALE &ANI PUBLI 0 AGEWAY A D �j / \ IN I T AR
1 I
\V 828/ \ \ \ OP SPACE AS PER CTION 0-6-13.7 C SAWER MANHOL
30 0 15 30 60 2"CPP
NV.: 28.73' \ \ \ \ \ PB 134 2 �_ \ p/ \ TO 824.81'
15" CM \ \ \ cy \ \ \ N$ 3°95'59'W �L ��\\ INV. 1 814.26'
inch = 30 ft. INV.: 9.22' SvA \ \\ \ Ci \ \\CO
of INV. INN 812.96'
IN,
INV. OUT(S2.81
): '
N86°55'1 "W 68. 54 (30 AL)-
90% REVIEW SET
REV ISSUED FOR
PROJECT
ENGINEER:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
IF THIS BAR DOES NOT
6/1/19 VWS MEASURE 1" THEN DRAWING
DATE IBY IS NOT TO FULL SCALE
AARON BABSON
MBW
MBW
VWS
0 1/2" 1"
PRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
Hazen
HAZEN AND SAWYER
498 SEVENTH AVENUE, 11th FLOOR
NEW YORK, NEW YORK 10018
CITY OF GREENSBORO
GREENSBORO, NC 27409
UTILITY KEY NOTES:
16 INSTALL 1-6" FIRE HYDRANT AND 1-6" GATE VALVE
17 INSTALL 6" DI WATER LINE
18 INSTALL 8"X6" TAPPING SLEEVE AND VALVE WITH THRUST
BLOCKING
19 INSTALL 1" SAMPLE LINE
20 2' DUCTBANK PER ELECTRICAL PLANS
17' X 6' CONCRETE PAD PER STRUCTURAL PLANS WITH
21
GENERATOR PER ELECTRICAL PLANS
\7' X 6' CONCRETE PAD PER STRUCTURAL PLANS WITH
TRANSFORMER PER ELECTRICAL PLANS
4 INSTALL 2" X 6" TEE WITH THRUST BLOCKING AND 2" GATE
24
VALVE PER COG STD
PROPOSED 1-1/2" WATER SERVICE (SAMPLE LINE) PER COG
STD #101, SEE DETAIL SHEET C-301
25 PROPOSED 1-1/2" BACKFLOW PREVENTER INSIDE BUILDING
26 PER COG STD, SEE PLUMBING PLAN
INSTALL 12" 45° BEND W/THRUST BLOCKING.
NOTE: ALL DI PIPE SHALL BE RESTRAINED JOINT
SEE UTILTIY NOTES SHEET C-301
CITY OF GREENSBORO
AIRPARK BOOSTER PUMP STATION
WESTCOTT, SMA ASSOCIAT , PLLC
125 SOUTHkE EET, SUITE 606
GREENS13 C 27401
WWW.WS G.COM
PHONE: 3 10.972
DESIGNED BY: MICHAEL WESTCOTT [e-mail]
REVIEWED BY: TORI SMALL [e-mail]
PROJECT NO: E-1378.0
VICINITY MAP 1 =2000'
SITE INFORMATION
EX. ZONING LI/HWY 68 SCENIC CORRIDOR
PROP. ZONING LI/HWY 68 SCENIC CORRIDOR
CURRENT LANDUSE VACANT
PROP. LANDUSE PUMP STATION
PARCEL NUMBER 0098289
PLAT REFERENCE 134-62
DEED REFERENCE 007944-00459
TOTAL AREA 0,90 AC
WATERSHED RANDLEMAN GINA
AVERAGE SLOPE 17.3%
DISTANCE TO
NEAREST FEMA ON SI TE
FLOOD PLAIN
SOILS EuB, McC2
FIRM 3710781500)
ACREAGE PERCENTAGE
DISTURBED 0.67 74.44%
UNDISTURBED 0.23 25.56%
EX. BUA 0.00 0.00%
PROP. BUA 0.35 38.89%
TOTAL BUA 0.35 38.89%
EX. PERVIOUS 0.90 100.00%
PROP. PERVIOUS -0.35 -38.89%
TOTAL PERVIOUS 0.55 61.11
PARKING INFORMATION
TOTAL NO PARKING REQUIRED
SPACES
0 -
OWNER & LOCATION INFORMATION
OWNER/DEVELOPER: SITE LOCATION:
BRIAN BOYD 5 SHARPS AIRPARK CT.
WATER RESOURCES DEPARTMENT MOREHEAD TOWNSHIP
CITY OF GREENSBORO GUILFORD COUNTY
PO BOX 3136 GREENSBORO, NC
GREENSBORO, NC 27402
BRIAN.BOYD®GREENSBORO-NC.GOV
LEGEND
LINE LEGEND SYMBOLS
SUBJECT BOUNDARY LINE (SURVEYED) >- GUY WIRE
ADJOINER BOUNDARY LINE (NOT SURVEYED) • COMPUTED POINT
© GAS METER \o IRON PIPE SET (SIZE AS NOTED)
RIGHT-OF-WAY LINE GAS VALVE IRON PIPE FOUND (SIZE AS NOTE )
EASEMENT MONITORING WELL
100 MAJOR CONTOUR ® GRATE INLET A REBAR FOUND (SIZE AS NOTED)
-101- MINOR CONTOUR PK -NAIL FOUND
G GAS LINE Q CURB INLET ❑F FIRE DEPARTMENT CONNECTION
/ WATER LINE D) FLARED END SECTION ❑I IRRIGATION CONTROL VALVE
_OHIJ OVERHEAD UTILITIESwv
@ STORM DRAIN MANHOLE WATER VALVE
UC UNDERGROUND COMMUNICATIONS \ SANITARY SEWER MANHOLE OO WATER METER
UP UNDERGROUND POWER +123.4 SPOT ELEVATION © BACK FLOW PREVENTER
SS SANITARY SEWER LINE (SIZE AND TYPE AS NOTED) N/F NOW OR FORMERLY ❑T TELEPHONE PEDESTAL
SD STORM DRAIN LINE (SIZE AND TYPE AS NOTED) DB DEED BOOK ® HVAC
TREE LINE PB PLAT BOOK
UTILITY POLE
CHAIN LINK FENCE PG PAGE
CURB AND GUTTER
CMP CORRUGATED METAL PIPE LIGHT POLE
EXISTING BUILDING RCP REINFORCED CONCRETE PIPE
HATCH PATTERNS
CONCRETE LANDSCAPE RIPRAP GRAVEL
DATE:
HAZEN NO.:
UTILITY PLAN CONTRACT NO.:
DRAWING
NUMBER:
June 2019
31221-019
1
C-300
DED ATED TO THE CITY OF GREENSBORO CURB INL 6\ 1 -\
AND E PUBLIC FOR DRAINAGEWAY/AND TOP: 831. $ INV. IN: 829.63'
\ 23 \/�' ^ INV. OUT: 829.5 '
OPEN SP EAS PER SECTION 30-6 3.7 (C) INV. OUT: 825.63' J\ \ \ 14 s 10
V PB 134 PG 62 CURB INLET\
V 48"CMP TOP: 8_-_ 06�� 26 \\ 8 \ 2 Y 17 S7 C B INLET \
\ INV. IN: 825.24 o S \ u' \ 11 4 •� 1 / 6 y ITOP: 832.8 O
V
IN 819.81' \\ \
\ \ V-1. 19P INV. OUT: 825.03' �\ / /�\ 6 �\ \ ` 14 8 - Ohl l: 2' QY� P K NAIL SET
V A/NV.: 817.64' FLARED END SECTIO �S� ��� �S� 15 15 \ \ ' �� GLJT: 6.76' TMPORARY BENCHMAR
48"CMP INV 0.78' F \� \\\ !y \ / 3 \ \ LEVATION: 833.07'
lb
V.: 8.51'I33 -
v
O
v X25 \ \VA A ��
��I� ��
\V�\� �\ 11 � � ° � 2 y I °� � 1 °3302" N, v
\ X
\ / S v ^ \ \ \ \ 2 A'
v v v Ve\ VA�A\ I z \v BoB.00
\ v \ 83
Q)0
00
00 �v g23-
•52'14W y �\ v I S°A\
V A y 8.7
\ 48 CMP A A \ I \ \ I i /J
�\ o o CNV.; 818.88' \ V I O)� �N
r
\ C RB INLET / \ / y ) ; 72 CM),8Y P�1 7 o O I \ C 70
TO 834.35
\ ' 833- 48'") 638] 8 �0 0 \ \ ' C <v / I
\ Q � 48"
CMP
\ N OUT: 829.81' \o
�� \ N V.: 819.17' o 0 o N
\ \ /�
v+ 0 0 0 0 0 \ ° "' 12 �� I PROP. 20' DRIINAGE EASEMENT
\ \\ I II
I ✓82 �O o 0 0 \ `°cL ' >/� \PROPS VSA`TER LINE S \� 11 I i CENTERED ON EX RCP \ .
e\ 15"c P SD \ I �\ \ �T E TE PRZS WAT LINE \ / _
\Sx \Si\ 83 D \ \ 0 0 0 \ \ � 1 < �T �� \ \\\ PIN: 78 608434-OQO v I
\ �� \ N/F: CITY 0 GREENSBORO P� PIN: 78157p1238-000
4 1\ \ \ 000/ Q„ \ \ �F� \ \ DB 7Q44 459 ��i �P I C6 a N/F: SNYDER-HUNT COMPANY, LLP
INV.: 826.6 \ \ O �\ \\ \\ ZONING. -1 2 HIGHWAY INC 68 1� �`'� I\ Q o \ J I DB 4705 PG 464
\\ �5� �" \ \ \ \ \ \� \ SCENIC CORRIDOR OVERLAY I ZONING: C -M -HIGHWAY NC 68
AREA: 0.895 ACRES / u� SCENIC COR IDOR OVERLAY
83Q\ \ \\\\\ \ \\ \ \\ \ \ \ (38,970 SF) I / \ / �I USE: RESTAURANT
\ \8\� I �0����\ \\\ \�\� ��o \ I leo a 1
PIN: 781 56 0439 5100 �� I /
PB1 7PG10
N/F: WELCOME HOTELS OF GSO, INC. ' g3S \834
DB 7542 PG 198 . ° \ ti ST o
ZONING: LI - HIGHWAY INC 68 .. S7p�,
SCENIC CORRIDOR OVE LAY
USE: HOTEL
\
PB 134 PG 62 ,. \ \�\ E �\ \ \ 6\
�O\\\i� \ �� \ \ \C \ \ SLA D END SECT
\ I I I
\ \ 3\ \ �/E� T , T\OOo�� \\ \ \ \ \\ \ \ \ \ \ \ INV.:
\ 15"CPP V A\ \ \
INV.: 826. 5 I
\ O \
o \
0 � ET TE \ � � ��r \ \ \ PIN: 81 603774-000
N F: CITY GREENSBORO 27 \ S \\ I a4
\\o \ \ NTNG: LI HWAY NC 68 \ 1 \ S \
\ CENIC CORRIDOR QVERLAY \
\ \ \\\ \ 622S 1.613 ACRES- \\ O��
12"CPP(10>277 SF) V
�+wc` 28.63' X15' CPP \\ \ DEDICAD T CITY OF GREEN 0 \ \
\ GRAPHIC SCALE &ANI PUBLI 0 AGEWAY A D �j / \ IN I T AR
1 I
\V 828/ \ \ \ OP SPACE AS PER CTION 0-6-13.7 C SAWER MANHOL
30 0 15 30 60 2"CPP
NV.: 28.73' \ \ \ \ \ PB 134 2 �_ \ p/ \ TO 824.81'
15" CM \ \ \ cy \ \ \ N$ 3°95'59'W �L ��\\ INV. 1 814.26'
inch = 30 ft. INV.: 9.22' SvA \ \\ \ Ci \ \\CO
of INV. INN 812.96'
IN,
INV. OUT(S2.81
): '
N86°55'1 "W 68. 54 (30 AL)-
90% REVIEW SET
REV ISSUED FOR
PROJECT
ENGINEER:
DESIGNED BY:
DRAWN BY:
CHECKED BY:
IF THIS BAR DOES NOT
6/1/19 VWS MEASURE 1" THEN DRAWING
DATE IBY IS NOT TO FULL SCALE
AARON BABSON
MBW
MBW
VWS
0 1/2" 1"
PRELIMINARY DRAWING
DO NOT USE FOR
CONSTRUCTION
Hazen
HAZEN AND SAWYER
498 SEVENTH AVENUE, 11th FLOOR
NEW YORK, NEW YORK 10018
CITY OF GREENSBORO
GREENSBORO, NC 27409
UTILITY KEY NOTES:
16 INSTALL 1-6" FIRE HYDRANT AND 1-6" GATE VALVE
17 INSTALL 6" DI WATER LINE
18 INSTALL 8"X6" TAPPING SLEEVE AND VALVE WITH THRUST
BLOCKING
19 INSTALL 1" SAMPLE LINE
20 2' DUCTBANK PER ELECTRICAL PLANS
17' X 6' CONCRETE PAD PER STRUCTURAL PLANS WITH
21
GENERATOR PER ELECTRICAL PLANS
\7' X 6' CONCRETE PAD PER STRUCTURAL PLANS WITH
TRANSFORMER PER ELECTRICAL PLANS
4 INSTALL 2" X 6" TEE WITH THRUST BLOCKING AND 2" GATE
24
VALVE PER COG STD
PROPOSED 1-1/2" WATER SERVICE (SAMPLE LINE) PER COG
STD #101, SEE DETAIL SHEET C-301
25 PROPOSED 1-1/2" BACKFLOW PREVENTER INSIDE BUILDING
26 PER COG STD, SEE PLUMBING PLAN
INSTALL 12" 45° BEND W/THRUST BLOCKING.
NOTE: ALL DI PIPE SHALL BE RESTRAINED JOINT
SEE UTILTIY NOTES SHEET C-301
CITY OF GREENSBORO
AIRPARK BOOSTER PUMP STATION
WESTCOTT, SMA ASSOCIAT , PLLC
125 SOUTHkE EET, SUITE 606
GREENS13 C 27401
WWW.WS G.COM
PHONE: 3 10.972
DESIGNED BY: MICHAEL WESTCOTT [e-mail]
REVIEWED BY: TORI SMALL [e-mail]
PROJECT NO: E-1378.0
VICINITY MAP 1 =2000'
SITE INFORMATION
EX. ZONING LI/HWY 68 SCENIC CORRIDOR
PROP. ZONING LI/HWY 68 SCENIC CORRIDOR
CURRENT LANDUSE VACANT
PROP. LANDUSE PUMP STATION
PARCEL NUMBER 0098289
PLAT REFERENCE 134-62
DEED REFERENCE 007944-00459
TOTAL AREA 0,90 AC
WATERSHED RANDLEMAN GINA
AVERAGE SLOPE 17.3%
DISTANCE TO
NEAREST FEMA ON SI TE
FLOOD PLAIN
SOILS EuB, McC2
FIRM 3710781500)
ACREAGE PERCENTAGE
DISTURBED 0.67 74.44%
UNDISTURBED 0.23 25.56%
EX. BUA 0.00 0.00%
PROP. BUA 0.35 38.89%
TOTAL BUA 0.35 38.89%
EX. PERVIOUS 0.90 100.00%
PROP. PERVIOUS -0.35 -38.89%
TOTAL PERVIOUS 0.55 61.11
PARKING INFORMATION
TOTAL NO PARKING REQUIRED
SPACES
0 -
OWNER & LOCATION INFORMATION
OWNER/DEVELOPER: SITE LOCATION:
BRIAN BOYD 5 SHARPS AIRPARK CT.
WATER RESOURCES DEPARTMENT MOREHEAD TOWNSHIP
CITY OF GREENSBORO GUILFORD COUNTY
PO BOX 3136 GREENSBORO, NC
GREENSBORO, NC 27402
BRIAN.BOYD®GREENSBORO-NC.GOV
LEGEND
LINE LEGEND SYMBOLS
SUBJECT BOUNDARY LINE (SURVEYED) >- GUY WIRE
ADJOINER BOUNDARY LINE (NOT SURVEYED) • COMPUTED POINT
© GAS METER \o IRON PIPE SET (SIZE AS NOTED)
RIGHT-OF-WAY LINE GAS VALVE IRON PIPE FOUND (SIZE AS NOTE )
EASEMENT MONITORING WELL
100 MAJOR CONTOUR ® GRATE INLET A REBAR FOUND (SIZE AS NOTED)
-101- MINOR CONTOUR PK -NAIL FOUND
G GAS LINE Q CURB INLET ❑F FIRE DEPARTMENT CONNECTION
/ WATER LINE D) FLARED END SECTION ❑I IRRIGATION CONTROL VALVE
_OHIJ OVERHEAD UTILITIESwv
@ STORM DRAIN MANHOLE WATER VALVE
UC UNDERGROUND COMMUNICATIONS \ SANITARY SEWER MANHOLE OO WATER METER
UP UNDERGROUND POWER +123.4 SPOT ELEVATION © BACK FLOW PREVENTER
SS SANITARY SEWER LINE (SIZE AND TYPE AS NOTED) N/F NOW OR FORMERLY ❑T TELEPHONE PEDESTAL
SD STORM DRAIN LINE (SIZE AND TYPE AS NOTED) DB DEED BOOK ® HVAC
TREE LINE PB PLAT BOOK
UTILITY POLE
CHAIN LINK FENCE PG PAGE
CURB AND GUTTER
CMP CORRUGATED METAL PIPE LIGHT POLE
EXISTING BUILDING RCP REINFORCED CONCRETE PIPE
HATCH PATTERNS
CONCRETE LANDSCAPE RIPRAP GRAVEL
DATE:
HAZEN NO.:
UTILITY PLAN CONTRACT NO.:
DRAWING
NUMBER:
June 2019
31221-019
1
C-300
DISTANCE TO
NEAREST FEMA ON SI TE
FLOOD PLAIN
SOILS EuB, McC2
FIRM 3710781500)
ACREAGE PERCENTAGE
DISTURBED 0.67 74.44%
UNDISTURBED 0.23 25.56%
EX. BUA 0.00 0.00%
PROP. BUA 0.35 38.89%
TOTAL BUA 0.35 38.89%
EX. PERVIOUS 0.90 100.00%
PROP. PERVIOUS -0.35 -38.89%
TOTAL PERVIOUS 0.55 61.11
PARKING INFORMATION
TOTAL NO PARKING REQUIRED
SPACES
0 -
OWNER & LOCATION INFORMATION
OWNER/DEVELOPER: SITE LOCATION:
BRIAN BOYD 5 SHARPS AIRPARK CT.
WATER RESOURCES DEPARTMENT MOREHEAD TOWNSHIP
CITY OF GREENSBORO GUILFORD COUNTY
PO BOX 3136 GREENSBORO, NC
GREENSBORO, NC 27402
BRIAN.BOYD®GREENSBORO-NC.GOV
LEGEND
LINE LEGEND SYMBOLS
SUBJECT BOUNDARY LINE (SURVEYED) >- GUY WIRE
ADJOINER BOUNDARY LINE (NOT SURVEYED) • COMPUTED POINT
© GAS METER \o IRON PIPE SET (SIZE AS NOTED)
RIGHT-OF-WAY LINE GAS VALVE IRON PIPE FOUND (SIZE AS NOTE )
EASEMENT MONITORING WELL
100 MAJOR CONTOUR ® GRATE INLET A REBAR FOUND (SIZE AS NOTED)
-101- MINOR CONTOUR PK -NAIL FOUND
G GAS LINE Q CURB INLET ❑F FIRE DEPARTMENT CONNECTION
/ WATER LINE D) FLARED END SECTION ❑I IRRIGATION CONTROL VALVE
_OHIJ OVERHEAD UTILITIESwv
@ STORM DRAIN MANHOLE WATER VALVE
UC UNDERGROUND COMMUNICATIONS \ SANITARY SEWER MANHOLE OO WATER METER
UP UNDERGROUND POWER +123.4 SPOT ELEVATION © BACK FLOW PREVENTER
SS SANITARY SEWER LINE (SIZE AND TYPE AS NOTED) N/F NOW OR FORMERLY ❑T TELEPHONE PEDESTAL
SD STORM DRAIN LINE (SIZE AND TYPE AS NOTED) DB DEED BOOK ® HVAC
TREE LINE PB PLAT BOOK
UTILITY POLE
CHAIN LINK FENCE PG PAGE
CURB AND GUTTER
CMP CORRUGATED METAL PIPE LIGHT POLE
EXISTING BUILDING RCP REINFORCED CONCRETE PIPE
HATCH PATTERNS
CONCRETE LANDSCAPE RIPRAP GRAVEL
DATE:
HAZEN NO.:
UTILITY PLAN CONTRACT NO.:
DRAWING
NUMBER:
June 2019
31221-019
1
C-300
LEGEND
LINE LEGEND SYMBOLS
SUBJECT BOUNDARY LINE (SURVEYED) >- GUY WIRE
ADJOINER BOUNDARY LINE (NOT SURVEYED) • COMPUTED POINT
© GAS METER \o IRON PIPE SET (SIZE AS NOTED)
RIGHT-OF-WAY LINE GAS VALVE IRON PIPE FOUND (SIZE AS NOTE )
EASEMENT MONITORING WELL
100 MAJOR CONTOUR ® GRATE INLET A REBAR FOUND (SIZE AS NOTED)
-101- MINOR CONTOUR PK -NAIL FOUND
G GAS LINE Q CURB INLET ❑F FIRE DEPARTMENT CONNECTION
/ WATER LINE D) FLARED END SECTION ❑I IRRIGATION CONTROL VALVE
_OHIJ OVERHEAD UTILITIESwv
@ STORM DRAIN MANHOLE WATER VALVE
UC UNDERGROUND COMMUNICATIONS \ SANITARY SEWER MANHOLE OO WATER METER
UP UNDERGROUND POWER +123.4 SPOT ELEVATION © BACK FLOW PREVENTER
SS SANITARY SEWER LINE (SIZE AND TYPE AS NOTED) N/F NOW OR FORMERLY ❑T TELEPHONE PEDESTAL
SD STORM DRAIN LINE (SIZE AND TYPE AS NOTED) DB DEED BOOK ® HVAC
TREE LINE PB PLAT BOOK
UTILITY POLE
CHAIN LINK FENCE PG PAGE
CURB AND GUTTER
CMP CORRUGATED METAL PIPE LIGHT POLE
EXISTING BUILDING RCP REINFORCED CONCRETE PIPE
HATCH PATTERNS
CONCRETE LANDSCAPE RIPRAP GRAVEL
DATE:
HAZEN NO.:
UTILITY PLAN CONTRACT NO.:
DRAWING
NUMBER:
June 2019
31221-019
1
C-300
CONCRETE LANDSCAPE RIPRAP GRAVEL
DATE:
HAZEN NO.:
UTILITY PLAN CONTRACT NO.:
DRAWING
NUMBER:
June 2019
31221-019
1
C-300

SAMPLE AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION: Q
LOT NO. PLAN NO. PARCEL ID:
STREET ADDRESS: S Is` ro—VA / L CA
Please print: C t I G
�(
Property Owner: t 1" r5
Property Owner:
The undersigned, registered property owners of the above noted property, do hereby authorize
V iC�� UVI� J� 4 C�✓(d"�11 , � ! ' of {,No1 ' _�- [ l S! '4s
f
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached,
Property Owner's Address (if different than property above):
Telephone: 33 6 3�3 C r
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge,
, /,� X�/
Authorized Signature
Date:
7
Authorized Signature
Date: