HomeMy WebLinkAbout20180870 Ver 1_Riparian Buffer Authorization_20180620June 14, 2018
NCDEQ - DWR
401 & Buffer Permitting Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Attention: Ms. Karen Higgins
401 / Buffer Coordinator
SUBJECT: Riparian Buffer Authorization
City of Wilson Greenway Improvements -Phase 1
City of Wilson, North Carolina
PN: 17-084
Dear Ms. Higgins:
201 80870
Over the past several years, the City of Wilson has been planning Greenway Trail improvements from
Hwy 301 in south Wilson along Hominy Swamp Creek to north Wilson. This development proposes the
construction of a 10' wide multipurpose asphalt path along a portion of the route. We are seeking authorization to
construct Phase 1 of the project, which is located on the western side of the Wilson Recreation Park Community
Center property and Hominy Swamp Creek (Neuse River Basin). The first phase of the trail is to be located in the
existing park area containing picnic areas, gravel parking, and playground equipment. The proposed trail is
located outside of the 50' Neuse Buffer with the exception of tying in to two existing bridge crossings over
Hominy Swamp Creek that allows connectivity of the property and a tie-in at Kincaid Ave where Phase 2 would
extend north. On behalf of The City of Wilson, please find attached for your review and approval Four (4) copies
of each of the following items:
Buffer Authorization Form
Phase 1 of the Proposed Greenway Improvements with Buffer Impacts
Project Area on NRCS Web Soil Survey, NC Soils Survey, and USGS Quadrangle Mapping
Should you have any questions or require additional information, please do not hesitate to call.
Respectfully,
Jon an Meade, Ph.D., P.E.
Enclosures: As stated.
W:\WILSO\17084\Office\Permits\NCDEQ DWR Buffer permit Itr(6-13-I8).doc
DWR
State of North Carolina
Department of Environmental Quality
Division of Water Resources Division of Water Resources
15A NCAC 02B .0233 (8)(b), .0243 (8)(b), .0259 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) - Buffer Authorization
FORM: BA 10-2013
Riparian Buffer Authorization Form
A.
Applicant Information
1.
Project Information
1 a. Name of project:
City of Wilson Greenway Project
1 b. County:
Wilson
1c. Nearest municipality:
Wilson
1 d. Subdivision name:
na
1 e. Is the project located in any of North Carolina's twenty coastal counties?
If yes, answer 1f below.
❑ Yes ® No
1f. Is the project located within a NC Division of Coastal Management Area of
Environmental Concern (AEC)?
❑ Yes ® No
2.
Owner Information
2a. Name on Recorded Deed:
City of Wilson
2b. Deed Book and Page No.
Deed book and page number not available for this parcel
2c. Map Book and Page No.
(include a copy of the
recorded map that indicates
when the lot was created):
2d. Responsible Party
for Corporations):
2e. Street address:
500 Sunset Rd. NW
2f. City, state, zip:
Wilson, NC 27893
2g. Telephone no.:
252-399-2273
2h. Fax no.:
2i. Email address:
dedmonds@wilsonnc.org
3.
Applicant Information (if different from owner)
3a. Applicant is:
❑ Agent ❑ Other, specify:
3b. Name:
3c. Business name
if applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
4.
Agent/Consultant Information (if applicable)
4a. Name:
Jon Meade
4b. Business name
if applicable):
Green Engineering, PLLC
4c. Street address:
303 Goldsboro St. E.
4d. City, state, zip:
Wilson, NC 27893
4e. Telephone no.:
252-237-5365
4f. Fax no.:
252-243-7489
4g. Email address:
j.meade@greeneng.com
FORM: BA 10-2013 Page 1 of 4
B.
Project Information and Prior Project History
1.
Property Identification
1a. Property identification no. (tax PIN or parcel ID): 3712-84-3443
1 b. Site coordinates (in decimal degrees): Latitude: 35.735328 Longitude: -77.928245
1 c. Property size: 21.05 acres
2.
Surface Waters
2a. Name of nearest body of water to proposed project: Hominy Swamp
2b. Water Quality Classification of nearest receiving water: C;Sw;NSW
2c. River basin: Neuse
3.
Project 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:
Existing city ark with various structures, picnic areas and other amenities
3b. Attach an 8'/z x 11 excerpt from the most recent version of the USGS topographic map indicating the location
of the site
3c. Attach an 8'/2 x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map
depicting the project site
3d. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
2,000 LF
3e. Explain the purpose of the proposed project:
Construction of a 10' wide bike and walking trail as part of The City of Wilson Greenway Project
3f. Describe the overall project in detail, including the type of equipment to be used:
Construction of a 10' wide bike and walking trail as part of The City of Wilson Greenway Project including
paving of a gravel parking area. Equipment includes but not limited to backhoes, bulldozers, dump trucks,
asphalt paving machine, etc.
4.
Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by
the Corps or State been requested or obtained for this
property/ project(including all priorphases) in thepast?
❑ Yes ❑ No ® Unknown
Comments:
4b. If yes, who delineated the jurisdictional areas?
Name (if known):
Agency/ Consultant Company:
Other:
4c. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach
documentation.
5.
Project History
5a. Have permits or certifications been requested or obtained
for this project(including all priorphases) in the ast?
❑ Yes ® No ❑ Unknown
5b. If yes, explain and detail according to "help file" instructions.
6.
Future Project Plans
6a. Is this a phased project? E Yes ❑ No
6b. If yes, explain.
Phase 1 will be constructed on the parcel identified above with future phases planned along Hominy Swam
FORM: BA 10-2013 Page 2 of 4
C. Proposed Impacts Inventory
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Design route located outside of buffer to the maximum extent possible with impacts limited to existing stream
crossings.
1. Buffer Impacts
2. Buffer Mitigation
2a. Will the project result in an impact within a protected riparian buffer that
requires buffer mitigation?
1a. Project is in which protected basin?
® Neuse ❑ Tar -Pamlico
❑ Randleman ❑ Jordan
❑ Catawba
❑ Goose Creek
1 b. Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of
this form.
Buffer impact Reason for
number — impact
Permanent (P)
or Temporary
T
Type of impact Stream name Buffer
(exempt, allowable, mitigation
allowable w/ required?
mitigation)
Zone 1 Zone 2
impact impact
(sq ft) (sq ft)
131 ® P ❑ T Trail Tie -In
allowable Hominy Swamp ❑ Yes ® No
94 750
B2 ® P T Trail Crossing
allowable Hominy Swamp Yes 0 No
185 300
B3 ® P ❑ T Trail Crossing
allowable Hominy Swamp ❑ Yes ® No
307 285
B4 P ❑ T
D Yes ❑ No
B5 ❑ P ❑ T
❑ Yes El No
B6 ❑ P ❑ T
❑ Yes ❑ No
Total buffer impacts
586 1,335
1c. Comments: 61 -Trail ties in at Kincaid Ave and 62-133Trail Crossing ties in at existing walking bridge locations
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Design route located outside of buffer to the maximum extent possible with impacts limited to existing stream
crossings.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques. Construction activities are limited to the width of the asphalt path and subbase with finished
rade at or near existing rade as possible.
2. Buffer Mitigation
2a. Will the project result in an impact within a protected riparian buffer that
requires buffer mitigation?
❑ Yes No
2b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the amount of mitigation required in the table below.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet (square feet
Zone 1 3 (2 for Catawba)
Zone 2 1.5
Total buffer mitigation required:
2c. If buffer mitigation is required, is payment to a mitigation bank or NC DMS Yes ❑ No
proposed?
2d. If yes, attach the acceptance letter from the mitigation bank or NC DMS.
2e. If no, then discuss what type of mitigation is proposed.
2f. Comments:
FORM: BA 10-2013 Page 3 of 4
E. Diffuse Flow Plan
All buffer impacts and high ground impacts require diffuse flow or other form of
® Diffuse flow
stormwater treatment. Include a plan that fully documents how diffuse flow will be
❑ Other BMP
maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form.
1 b. If you answered "yes" to the above, does the project require preparation of an
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
environmental document pursuant to the requirements of the National or State (North
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
Carolina) Environmental Policy Act NEPA/SEPA ?
Manual and attach a BMP Supplement Form.
1 c. If you answered "yes" to the above, has the document been finalized by the State
F. Supplementary Information
1. Environmental Documentation
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the
® Yes ❑ No
use of public federal/state land?
1 b. If you answered "yes" to the above, does the project require preparation of an
❑ Yes ® No
environmental document pursuant to the requirements of the National or State (North
Carolina) Environmental Policy Act NEPA/SEPA ?
1 c. If you answered "yes" to the above, has the document been finalized by the State
❑ Yes ❑ No
Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.)
Comments:
2. Violations
2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated
❑ Yes ® No
Wetland Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards,
or Riparian Buffer Rules 15A NCAC 02B .0200)?
2b. Is this an after -the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
Jonathan Meade J � r1CL't'l �h �rkk'r'�)
Applicant/Agent's Printed Namepplicant/Agent's Signature Date
Vent's signature is valid only if an authorization letter from the applicant is provided.)
Send 3 complete sets of this form and accompanying documents to the following:
For government transportation projects sent by
First Class Mail via the US Postal Service:
NC DWR, Transportation Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699 - 1617
For all other projects sent by First Class Mail via
the US Postal Service
For government transportation projects sent by
delivery service (UPS, FedEx, etc.):
OR NC DWR, Transportation Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
For all other projects sent by delivery service
(UPS, FedEx, etc.):
Karen Higgins Karen Higgins
NCDWR — 401 & Buffer Permitting Branch OR NCDWR — 401 & Buffer Permitting Branch
1617 Mail Service Center 512 N. Salisbury Street
Raleigh, NC 27699 - 1617 Raleigh, NC 27604
FORM: BA 10-2013 Page 4 of 4
SAMPLE AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
LOT N0. NA PLAN N0. NA PARCEL ID:
STREET ADDRESS: 500 Sunset Rd, Wilson, NC 27893
Please print:
Property Owner: City of Wilson
Property Owner:
3712-84-3443
The undersigned, registered property owners of the above noted property, do hereby authorize
Jonathan Meade , of Green Engineering, PLLC
(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 condltions attached.
Property Owner's Address (if different than property above):
City of Wilson, 112 Goldsboro St. E, Wilson, NC 27893
Telephone: 252-399-2200
We hereby certify the above information submitted In this application is true and accurate to the
_Parks and Recreaction Parks Manager)
Authorized Signature
Date:
3S° 44'23"N
35' 43' Sr N
3 Soil Map—Wilson County, North Carolina 3
234900 239000 215100 235200 235300 a541T
3 3
Map Scale: 1:3,990 f prided on A po&* (8.9'x 11'� sheet ER
Meters ER
NN 0 5D 100 200 300
ryr,?et
0 150 300 600 900
Map projection: Web Mermhor Camey coordinates: WGS84 Edge bcs: UTM Zone 18N WGS84
USDA Natural Resources Web Soil Survey 6/13/2018
am Conservation Service National Cooperative Soil Survey Page 1 of 3
35° 44' 23' N
35° 43'57N
Soil Map—Wilson County, North Carolina
MAP LEGEND
MAP INFORMATION
Area of Interest (AOI)
Spoil Area
The soil surveys that comprise your AOI were mapped at
Area of Interest (AOI)
a
Ston Spot
y
1:24,000.
Solis
Very Stony Spot
Warning: Soil Map may not be valid at this scale.
0
Soil Map Unit Polygons
Wet Spot
Enlargement of maps beyond the scale of mapping can cause
,,y
Soil Map Unit Lines
misunderstanding of the detail of mapping and accuracy of soil
d
Other
line placement. The maps do not show the small areas of
■
Soil Map Unit Points
contrasting soils that could have been shown at a more detailed
.�
Special Line Features
scale.
Special
Point Features
V
Blowout
Water Features
Streams and Canals
Please rely on the bar scale on each map sheet for map
Borrow Pit
measurements.
Transportation
Clay Spot
Rails
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Closed Depression
.�
Interstate Highways
Coordinate System: Web Mercator (EPSG:3857)
Gravel Pit
US Routes
Maps from the Web Soil Survey are based on the Web Mercator
Gravelly Spot
projection, which preserves direction and shape but distorts
Major Roads
distance and area. A projection that preserves area, such as the
CP
Landfill
Local Roads
Albers equal-area conic projection, should be used if more
Lava Flow
accurate calculations of distance or area are required.
Background
Marsh or swamp
.
Aerial Photography
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Mine or Quarry
Soil Survey Area: Wilson County, North Carolina
4@
Miscellaneous Water
Survey Area Data: Version 15, Oct 3, 2017
Perennial Water
Soil map units are labeled (as space allows) for map scales
Rock Outcrop
1:50,000 or larger.
Date(s) aerial images were photographed: Apr 23, 2015—Feb
Saline Spot
25, 2017
Sandy Spot
The orthophoto or other base map on which the soil lines were
_
Severely Eroded Spot
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
Sinkhole
shifting of map unit boundaries may be evident.
Slide or Slip
Sodic Spot
USDA Natural Resources Web Soil Survey 6/13/2018
r Conservation Service National Cooperative Soil Survey Page 2 of 3
MAP LEGEND
Area of Interest (AOI)
Area of Interest (AOI)
Solis
Soil Map Unit Polygons
Soil Map Unit Lines
®
Soil Map Unit Points
Special
Point Features
U0
Blowout
Borrow Pit
Clay Spot
0
Closed Depression
X
Gravel Pit
Z.
Gravelly Spot
Landfill
Lava Flow
Marsh or swamp
ads
Mine or Quarry
Q
Miscellaneous Water
0
Perennial Water
N
Rock Outcrop
Saline Spot
e
Sandy Spot
44►
Severely Eroded Spot
Sinkhole
�r
Slide or Slip
0
Sodic Spot
Soil Map—Wilson County, North Carolina
I�
Spoil Area
Stony Spot
Very Stony Spot
Wet Spot
Other
•�
Special Line Features
Water Features
Streams and Canals
Transportation
+-�-f Rails
..,r Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
MAP INFORMATION
The soil surveys that comprise your AOI were mapped at
1:24,000.
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil
line placement. The maps do not show the small areas of
contrasting soils that could have been shown at a more detailed
scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL:
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more
accurate calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Soil Survey Area: Wilson County, North Carolina
Survey Area Data: Version 15, Oct 3, 2017
Soil map units are labeled (as space allows) for map scales
1:50,000 or larger.
Date(s) aerial images were photographed: Apr 23, 2015—Feb
25, 2017
The orthophoto or other base map on which the soil lines were
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
shifting of map unit boundaries may be evident.
USDA Natural Resources Web Soil Survey 6/13/2018
Conservation Service National Cooperative Soil Survey Page 2 of 3
Soil Map—Wilson County, North Carolina
Map Unit Legend
Natural Resources Web Soil Survey 6/13/2018
Conservation Service National Cooperative Soil Survey Page 3 of 3
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
Bb
Bibb loam, 0 to 2 percent
20.4
25.2%
slopes, frequently flooded
GpA
Goldsboro -Urban land
6.5
8.0%
complex, 0 to 2 percent
slopes
GtB2
Gritney sandy loam, 2 to 5
5.4
6.6%
percent slopes, moderately
eroded
Gu
Gritney-Urban land complex, 2
13.7
16.9%
to 12 percent slopes
NuB
Norfolk -Urban land complex, 0
20.1
24.8%
to 6 percent slopes
Rb
Rains -Urban land complex, 0
7.7
9.5%
to 2 percent slopes
Ur
Urban land
7.3
9.0%
Totals for Area of Interest
81.1
100.0%
Natural Resources Web Soil Survey 6/13/2018
Conservation Service National Cooperative Soil Survey Page 3 of 3
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STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
R DIVISION OF LAND RESOURCES
NORTH CAROLINA GEOLOGICAL SURVEY
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IIS
GREENWAY IMPROVEMENTS
PHASE 1 BUFFER IMPACTS
CITY OF WILSON
PHASE 1: BUFFER IMPACTS SUMMARY
WILSON NC 13
ZONE 1: , SF
ZONE 2: 1,335 SF
CITY OF WILSON
MAYOR:
COUNCIL MEMBERS:
CITY MANAGER
C. BRUCE ROSE
AVANT P. COLEMAN
MICHAEL S. BELL
WILLIAM THOMAS FYLE
JAMES M. JOHNSON, III
DONALD I. EVANS
LOGAN T. LILES
DERRICK D. CREECH
GRANT GOINGS
WILSON PARKS & RECREATION:
DIRECTOR: DAVID LEE
PARKS MANAGER: DALE EDMONDS
OF III
SEAL
043ro
222
GREEN ENGINEERING
WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT
NC FIRM LICENSE: P-0115
303 GOLDSBORO ST. E. P.O. BOX 809 WILSON, N.C. 27893
TEL (252) 237-5385 FAX (252) 243-7489 OFFICE @ GREENENG.COM
(eas
3 DAY
o y��
PHASE 2 O V
MPLEY RD. TD
WILLIAMS DAY CAMP O
I
RINSE 1
LOWER BRIDGE AT RECREATION
CENTER TO RIREr RD.
4
PHASE 3
LOWER �BRIDGE D 7101 +
CENTER TT WD wD BLVD.
RALEIGH RD.
LOCATION MAP
SCALE 1' - 500'
SITE TABLE
PHASE 1: PHASE 2 PHASE 2
N/FN/F N/F
CITY OF WILSON CITY OF 'MESON CITY OF WILSON
PARCEL ID Na: NC PIN: 3712-84-3443 NC PIN: 3712-75-1852 INC PIN: 3712-67-5350
REFERENCE: DB. NA, PG. NA DB. 1811, PG 639 DB. N/A, PG. N/A
PROPERTY ADDRESS 500 SUNSET RD. NW 1501 WOODLAND DRIVE 515MT. VERNON DR
LOT AREA: (20.49 ACRES) 9.28 ACRES 8.23 ACRES
EXISTING IMPERVIOUS AREA: 207,650 SO. FT. 0 SO. FT. (0 ACRES)* 4,243 SQ. FT.
(4.77 ACRES)± 0.097 ACRES)±
NEW IMPERVIOUS AREA ADDED:
WALKING TRAIL 16,594 SO. FT. 22,731 S0. FT. 8,071 SO. FT.
PARKING AREA: 4,008 SO. FT. 0 SO. FT. 5.548 SO. FT.
IMPERVIOUS AREA REMOVED: 10,108 SD. FT.* 0 SQ. FT.± 0 S0. FT.*
TOTAL NPERVIOIS AREA 2181 SO. FT. 22,731 SO. FT. 15,862 SO. FT.
AFTER CONSTRUCTION: (5.00ACRES) (0.522 ACRES) (0.364 ACRES)
PERCENT (X) IMPERVIOUS 24.44 % IMP. AREA 5.62 X IMP. AREA 4.42 % IMP. AREA
BUILDING HEIGHT: c35 FT. C35 FT. cls FT.
EXISTING LAND USAGE: PARKS h RECREATION PARKS k RECREATION PARKS R RECREATION
OWI4ER/OEVELOPER: CITY OF WILSON CITY OF WILSON CITY OF WILSON
P.O. BOX 10 P.O. BOX 10 P.O. BOX 10
WILSON, NC 27893 WILSON, NC 27893 WILSON, INC 27893
ZONE: OS OS OS
NEW IMPERVIOUS AREA ADDED:
NON -WILSON OWNED LOTS 3.000 SO. FT.
WALKING URAL (PHASE 2):
FUTURE PHASE 3 8.802 SO. FT.
SITE NOTES
NOTM
THIS PROPERTY IS LOCATED WITHIN ZONE AE FLOOD HAZARD AREA. (MAP( 3720372200(
AIA MARE 3720.771200.1 FSTECTYE 11/3/Z004)
THERE ARE NO REGULATORY WETLANDS V47M THE PROJECT AREA ON THIS PROPERTY.
ALL OUTDOOR LIGHTING WILL BE N COMPLIANCE WITH CHAPTER 10 OF THE uDO.
ALL PARKIN. BUFFERS SHALL BE GRASS IA AV N IMI UNLESS OTHERWISE NOTED.
STANDARD 117-801 RESERVED PARKING AND MAOMUM PENALTY SZ50 NOS' 20-37.6 SIGNS
MUST BE INSTALLED IN FRONT OF THE HANDICAP PARKING SPACES. VAN ACCESSIBLE
SIGN(S)
MUST BE PROVIDED N FRONT 01 VAN ACCESSIBLE SPACES (SEE DETAL SHEET
02012)
ALL CURB CUTS AND/Olt RAMPS MUST MEET ALL REQUIREMENTS N SECTION 4.7 01 ICC
A117.1-2009
ALL REQUIRED EXITS WILL N® TO SE TREATED AS AN ACCESSIBLE ENTRANCE AS PER
SECTION 6.21.2, ICC A117.1-2009 AND THESE EXITS MUST MEET ALL REQUIREMENTS OF
IOC A117.1-2009
ALLREQUIRED FRTS TEL NEED TO BE MAGE ACCESSIBLE E PFR TININTH CARINA STATE
WIIDNG CODE AND ICC A117.1-2009 (A00559E AND US/AE 6UWDN0.3 AND FACILITIES -
ADDITIONAL STE WOW MAY BE NECESSARY WITH BUILDING PFRYIT APPLICATION.
ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE SPECIFICATIONS OF THE LOCK
OOVERNING BODr.
UTILITIES SAWN ON PIANS ARE LOCATED APPROXIMATELY. CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFYING THE LOCATION 01 ALL EXISTING UTILITIES AND SERVICES
WHETHER SAWN ON PLANS OR NOT.
CONTRACTOR 10 BE RESPONSIBLE FOR REMOVAL AND REPLACEMENT OF TEM FACILITES
IF DAMAGED.
ALL TRAFFIC CONTROL DEVICES (PAVEMENT MARIGHM SIGNS AND SIGNALS) SHALL SE
DESOED, INSTALLED ARD MANTANED N CONFORMANCE WIT
X THE STANDARDS SET
FORTH
N THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MU
ALL COKSITACIDN STALL BE IN CONFORMANCE WIN THE CITY OF WILSON STANDARD
SPECFICATIOML USE MOST RESTRICTIVE REODUTIONS YWEN CONFLICT EXISTS
THE MTV DRIVEWAY SITE TRIANGLES ARE LOCATED ENTIRELY WITHIN THE
RIGNT-OF-WAY.
CONTRACTOR TO CALL N.C.O.C.0 AT 1-900-632-490 AWMI OF 72 HOURS PRIOR
TO EXCAVATION/ORAONG.
HAMER ACCESS SLOPES MUST NOT EXCEED 1/4' RISE PER FOOT (PARKING AREA).
AN 8 FOOT WIDE ACCESS AISLE IS NEEDED FOR VAN ACCESSIBLE SPACE. ALL OTHERS
CAN BE 5 FEET WIDE
A Or WIDE MINIMUM CLEAR SPACE REINARED.
NANDI RAMP SHALL HAVE A SLOPE NO GREATER THAN 1 IN 12
HANDICAP SYMBOL CAN NOT K PANTED ON PAVEMENT. WHEEL STOPS REWIRED WHERE
PARKING ENCROACHES ON TO SOEWALX.
SEE CTT WILSON DETAILS 409.0 AND 409.02 FOR DUMPST R smnmG Am PAD.
• SM NSPEC710H FEE REQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY.
• PROVIDE CONDUIT TO OUTSIDE OF CURB FOR ANY TELECOMMUNICATIONS PROVIDERS
F DESIRED.
SHEET INDEX
SHT SHEET TITLE
1 COVER SHEET
2 PHASE 1: RECREATION PARK TRAIL HEAD
3 PHASE 1: BUFFER IMPACTS
4 PHASE 1: PLAN AND PROFILE 0+00-14+58
GREEN
'STOP* SIGN FOR
\ \ _ GREENWAYTRAIL
TYP 2 PL
/
NSSIPATOR PADIOUTLET PROTECTION SCHEDULE
_ NUMER WRIN O RON
LOCATION -Q(A) G(1D) V(YI) V(10)..,PIPEDR OFSPES LENGTW worn'
D50
\ 1 �-1 ~ _ \ v
WILLIAM E. k LORI CALDWELL
NC PIN: 3712-84-2904
IOW PAINTED CROSSWALK WITH SIGNAGE r OB. 2570, PG. 222
. (END PHASE 1 CONSTRUCTION) 1300 CANAL DR. NW /
- -' /�_ \\�\ \\ „� _ � •.nom ��. \ i \ \
\ \\ V' \\"_ �.. \\ CITY
3712-84- 2
10' WIDE TRAIL __ ` D13 27, PG. 76
307 CANAL DR, NW \ \
RIPRAP EDGE PROTECTION\ \
_ (D50 8' STONE- 3'(w) X 1.2F(G) X 40') NSF
END REMOVAL OF VALLEY CURB AND GUTTER \ _ �� CITY OFWILSON
AND INSTALLATION OF 24' CURB 21.05 ACRES
DB. NA, PG. NA
500 SUNSET RD. NW \
TAPER CURB HEIGHTTO 3' AND `\\
INSTALL CONCRETE 'FLUME'70
.
TIEaN TO ASPHALT TRAIL (30' WIDTH) \�\ O - - '
4 1 - _ , EX. TENNIS
`\ I r V (I COMPLEX
\
EX. POOL
RETAIN EXISTING BRIDGE I
4i
-BEGIN PHASE 3 CONSTRUCTION
FENCES TO BE 1B WIDE ACCESS PATH \`
\ - REMOVED
. \ \
\`� _ BEGIN PHASE 1 CONSTRUCTION / \`` '�•.•�
/}RS'IY1.37Y
6 _ - _ •., \ \\ \\ %\ .` 10' GRASS PLANTER 1 II[1 r� �. _ &1FFEP
BUFFER ZONE
BEGIN REMOVAL OF VALLEY CURB AND GUTTER
7 ' �� AND INSTALLATION OF 24' CURB AND GUTTER \ * EX PICNIC _\ a~' TSL \`
5 9.0' (APPROX. 356 LF) ' r
HEAD
_ \
RIPLEY RD. NW. _ PROPOSED DROP CITY 1. WILSON
S
�� 12+2HC PARKING _ _ ` 21.05 ACRES
RIPLEY RD. NW. _ INLET AND BO LF
\ 0 NC PIN: 3712-84-344:
�� _ ----� PIPE EXTENSION � �^ `\ DB. NA, PG. NA
____-_-----_-- _ '>p \ 4 0 SUNSET R0. NW
$ _ - - - - - _ _ _ ___ - ASPHALT PARKING AREA - DISSIPATOR PAD GRADE TA 2+
50
f OUTLET TO PROPOSED OP 103.30'
1 NV 101.63 OU 'W TO - --
S - � �>7? DROP INLET ANO PROVIDE
TRAL HEAD PARKING IMPROVEMENTS (SCALE 1:20)TFg2 two TEMPORARY MATTING)
FOR PLAN REVIEW ONLY
§g , IEYBdi DATE BY DATE JUNE 2°!
GREEN ENGINEERING CITY OF WILSON PHASE 1 GRAPHIC SCALE CLIENT oo : wlLso
3 �•'i'-g••'••.,1 JOB NUMBER: 17-084
3 AAV" , WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT FIELD BOOK:
g 043222 ° NORTH CAROLINA FIRM LICENSE: P-0115 PROPOSED GREENWAY TRAIL RECREATION PARK CADFlLE "D64—BUFTER.A
+ 303 GOLDSBORO STREET EAST, P.O. BOX 609 WILSON, N.C. 27893 o p ASCII FILE:
LAST MODIFIED: 14 -Jun -16
scue Hcr MODIFIED BY: TKW
`I►•` PROPOSED TRAIL HEAD
E ',,,` TEL(252)237-5365 FAX(252)243-7489 OFFICE@GREENENG.COM
WLSON COUNTY NORTH CAROLINA emu r a 2 a 4
PHASE 1: BUFFER IMPACTS SUMMARY
�\ \\ ZONE 1: 586 SF
\\� B1: BUFFER IMPACTS ZONE 2: 1,335 SF
\ " ZONE 1: 94 SF \
\\ = ZONE 2: 750 SF \
\ r O
WILLIAM E. h LORI CALDWELL
\j¢� ` I NC PIN: 3712-84-2904
DB. 2570, PC. 222
- - END PHASE 1 CONSTRUC710N ~ r Rt```�•\ 1300 CANAL DR, NW
.q1
/ \`• CITY OF N1
NC PIN: 3712-84- 62 \
307 CANAL DR, NW \ \
< \L I V \ \ \
\\ \\ \\ \\ \\ .Z N�
0SON
21.05 OF LACRES
/ NC PIN: 3712-84-3443
DB. NA, PG. NA \ /
500 SUNSET RD. NW \
132: BUFFER IMPACTS \ \
ZONE 1: 185 SF i
ZONE 2: 300 SF
o
EXISTING BRIDGE
I-- --
F�(ISTiNG BRIDGE
CONSTRUCTION
133: BUFFER IMPACTS
ZONE 1: 307 SF
.I
(IN) , , . Za+E�"Eus�e� ZONE 2: 285 SF
\ I \ d I' /1 29
v
i --------- \ CITY 5 WILSON
RIPLEYRD. NW- �\� 21.05 ACRES
a - �`
[NC PIN: 3712-84-3443
-- w \ 4 08. NA, PG. NA
Q `---------- - - - 500 SUNSET RD. NW
- - TA 2+ 4'
L P 103.30'
4 y� 741 y., --- _ NV 101.63 OU 'o TO
& FOR PLAN REVIEW ONLY
9 ,y RZ1111111ION p►re W DATE .0910!
t"
ev
_-lGREEN ENGINEERING � �E" WILSOc'sIv CITY OF WILSON JOB NUMBER: 17-084
WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT PHASE 1 FlEID BOOK:3 043222 ? NORTH CAROLINA FIRM LICENSE: P-0115 PROPOSED GREENWAY TRAIL CADFlLE: 17084-BUFTER.d
SEAL S 'tNEF�f 303 GOLDSBORO STREET EAST, P.O. BOX 609 WILSON, N.C. 27893 BUFFER IMPACTS
o w ASCII FILE:
q """"' pCS`�F�� TEL (252) 2375386 FAX (252) 243-7489 OFFICE®GREENENG.COM LAST MODIFlED: 14 -Jun -18
.,,n1ANL ��•`� MODIFIED BY: TKW
k WLSON COINIIY NORTH CAROLINA omnia 3 aF 4
-PHASE 1: BUFFER IMPACTS SUMMA
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-ZONE 2: 300 SF
RETAIN EMI BR
B3: BUFFER IMPACTS�/F
ZONE 1: 307S \ ti ,/ \s83 OTYOF IMI -SON
ZONE 2: 285SF _-' "� _ "` o°Mke zi12 n0°6x \ \
aTY aF W1LsoN
'
NC PRl 3712-84-3113
NNA, ¢a/ /
t2 DOC N N pp , , BEGIN PHASE 7 CONSTRUCTION 500 SUNSET ND. NW //
NC PIN5 CRES
: 3712-54-3413 \ \\ j
5005SUNSETGRD.. Nw \: i'_ �' /' L-
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NC P37t2-54-2904 /
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rY,g GREEN ENGINEERING CITY OF WILSON
iSS%p� : "•o
WATER, WASTEWATER, SURVEYING, PLANNING, PROJECT MANAGEMENT
0`432��22p e" NORTH CAROLINA FIRM LICENSE: PROPOSED GREENWAY TRAIL STASEAL TION 0+00 — 14+58
Nt �•:tS' 303 GOLDSBORO STREET EAST, P.O. BOX 609 WILSON, N.C. 27893
�kIN a �,•`+ TEL (252) 237-5365 FAX (252) 2437489 OFFICE@GREENENG.COM
WILSON COUNTY NORTH CAROLINA
FEYIBION/ DATE BY I DATE JUNE 20!
GAAPFIC SCALE CLIENT : VALSO
JOB NUMBER: 17-084
FIELD BOOK:
CADFILE: 17084-BUFFER.d g
p - ASCII FILE;
LAST MODIFIED: 1}Jun-18
9r.,FNFI£f MODIFIED BY: TKW
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