20140813 Ver 3_401 Application_20170317

Jennifer Burdette
0�
City of Belmont
115 N. MAIN STREET
POST OFFICE BOX 431
BELMONT, N.C. 28012
PHONE [phone]
401 & Buffer Permitting Unit
NC Division of Water Resources
512 North Salisbury Street
Raleigh, NC 27604
Subject:
Kevin Loftin Riverfront Park
Boat Launch Parking Lot Improvements
Dear Ms. Burdette,
DNI.LLIdaJJe 1011
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Contact:
Jerry Hatton
704-901-2081
[e-mail]
March 30, 2017
The City of Belmont is proceeding with plans for the paving of the boat launch gravel parking lot
which is located along the west bank of Lake Wylie in Gaston County. The project involves the
placement of asphalt paving over the existing gravel lot. In order to meet traffic pattern issues,
the proposed surfacing includes the extension of the parking lot into small areas within the
riparian buffers of the Catawba River.
Enclosed are 3 copies each (except as noted) of the following materials:
1. Riparian Buffer Authorization Form BA 10-2013
2. USGS Location Map
3. NRCS Soil Survey Map
4. Acceptance Letter from NCDEQ Division of Mitigation Services
5. Riparian Buffer Zone Exhibit
6. Plans consisting of 6 full scale drawings (2 copies)
7. Plans reduced to 11" X 17" (1 copy)
We are requesting construction approval for the impacts to 3,963 square feet of disturbed Zone
1 and Zone 2 Riparian Buffer area in the Catawba River Basin. The purpose of the project is to
pave and existing parking lot for the City's public use boat launch.
Should you need additional materials or have any questions, feel free to call.
Sincerely,
Gerald E. Hatton, PE
City Engineer Copies:
Adrian Miller, City Manager

DWR
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources Division of Water Resources
15A NCAC 02B .0233 (8)(b), .0243 (8)(b), .0250 (11)(b), .0259 (8)(b), .0267 (11)(c), .0607 (e)(2) - Buffer Authorization
FORM: BA 10-2013
A. Applicant Riparian Buffer Authorization Form Information
1. Project Information
1 a. Name of project: Kevin Loftin Riverfront Park - Boat Launch Parking Lot Improvements
1 b. County: Gaston
1 c. Nearest municipality: City of Belmont
1d. Subdivision name: N/A
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 H No
2. Owner Information
2a. Name on Recorded Deed:
City of Belmont
2b. Deed Book and Page No.
Parcel A - DB 4717 PG 1957 Parcel B - DB 4841 PG 990
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:
P.O. Box 431 (115 N. Main Street)
2f. City, state, zip:
Belmont, NC 28012
2g. Telephone no.:
704-825-5586
2h. Fax no.:
2i. Email address:
3. Applicant Information (if different from owner)
3a. Applicant is:
❑ Agent ® Other, specify: City Manager
3b. Name:
Adrian Miller
3c. Business name
(if applicable):
City of Belmont
3d. Street address:
P.O. Box 431 (115 N. Main Street)
3e. City, state, zip:
Belmont, NC 28012
3f. Telephone no.:
704-825-5586
3g. Fax no.:
3h. Email address:
[e-mail]
4. Agent/Consultant Information (if applicable)
4a. Name:
Gerald Hatton
4b. Business name
(if applicable):
City of Belmont - City Engineer
4c. Street address:
P.O. Box 431 (115 N. Main Street)
4d. City, state, zip:
Belmont, NC 28012
4e. Telephone no.:
704-901-2081
4f. Fax no.:
4g. Email address: I
[e-mail]
FORM: BA 10-2013 Page 1 of 5

B.
Project Information and Prior Project History
1.
Property Identification
1 a. Property identification no. (tax PIN or parcel ID):
Parcel A — 3595809064 & Parcel B - 3595903456
1 b.
Site coordinates (in decimal degrees):
Latitude: 35.244965
Longitude: -81.011143
1 c.
Property size:
2.909 acres
2.
Surface Waters
2a.
Name of nearest body of water to proposed project:
Lake Wylie
2b. Water Quality Classification of nearest receiving
water:
Critical Area - WSIV
2c.
River basin:
Catawba
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:
The site is used for parking for the boat launch facility. The parcel is a small peninsula on Lake Wylie.
The existing parking area is gravel. This boat launch facility has been in operation for many years.
3b.
Attach an 8'/2 x 11 excerpt from the most recent version of the USGS topographic map indicating the location
of the site
3c.
Attach an 8'/ 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:
0
3e. Explain the purpose of the proposed project:
The project consists of the paving of the existing gravel parking lot with asphalt.
3f.
Describe the overall project in detail, including the type of equipment to be used:
The paving will be completed with traditional asphalt paving equipment.
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 prior phases) in the past?
❑ 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 prior phases) in the past?
® Yes ❑ No ❑ Unknown
5b.
If yes, explain and detail according to "help file" instructions.
DWR #14-0813 V2, Corps GP Verification SAW -2015-00415.
6.
Future Project Plans
6a.
Is this a phased project?
❑ Yes ® No
6b.
If yes, explain.
FORM: BA 10-2013 Page 2 of 5

C. Proposed Impacts Inventory
1. Buffer Impacts
1a. Project is in which protected
❑ Neuse
❑ Tar -Pamlico ® Catawba
basin?
❑ Randleman
❑ Jordan El 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
Type of impact
Stream name
Buffer
Zone 1
Zone 2
number —
impact
(exempt, allowable,
mitigation
impact
impact
Permanent (P)
allowable w/
required?
(sq ft)
(sq ft)
or Temporary
mitigation)
T
B1 ® P ❑ T
Paving
Allowable w/
Lake Wylie
® Yes ❑ No
3,366
597
Mitigation
B2 ❑ P ❑ T
❑ Yes ❑ No
B3 ❑P El
El Yes El No
B4 ❑ P ❑ T
❑ Yes ❑ No
B5 ❑ P [:IT
❑ Yes ❑ No
B6 ❑ P ❑ T
❑ Yes ❑ No
Total
buffer impacts
1c. Comments: See attached DMS Exhibit for impacted areas and size.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The design of the parking facility required small intrusions into buffer areas to even out the perimeter
of the parking lot.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques. The contract documents and plans will require that the paving contractor work within the
proposed limits of the parking lot.
FORM: BA 10-2013 Page 3 of 5

C. Impact Justification and Mitigation, continued
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
(square feet
Multiplier
Required mitigation
(square feet
Zone 1
Adjustment of Parking Lot
Perimeter
3,366
3 (2 for Catawba)
6,732
Zone 2
Adjustment of Parking Lot
Perimeter
597
1.5
896
Total buffer mitigation
required:
7,628
2c. If buffer mitigation is required, is payment to a
mitigation bank or NC EEP proposed?
® Yes ❑ No
2d. If yes, attach the acceptance letter from the mitigation bank or NC EEP. Letter from DMS
2e. If no, then discuss what type of mitigation is proposed.
2f. Comments: NC Division of Mitigation Services (DMS) approved in -lieu of payment on February 10, 2017.
FORM: SSGP3080 8-13 Page 4 of 5

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 a.
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
❑ Yes ® No
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
of public (federal/state) land? Funding by Duke Energy.
Manual and attach a BMP Supplement Form.
1 b.
F.
Supplementary Information
1.
Environmental Documentation
1 a.
Does the project involve an expenditure of public (federal/state/local) funds or the use
❑ Yes ® No
of public (federal/state) land? Funding by Duke Energy.
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)?
1c.
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 Wetland
❑ Yes ® No
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):
Adrian Miller
Gerald Hatton
Applicant/Agent's Printed Name
-3%3,--4)4
Applicant/Agent's Signature Date
(Agent'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 For government transportation projects sent by
by First Class Mail via the US Postal Service: delivery service (UPS, FedEx, etc.).-
NC
tc.):NC DWR, Transportation Permitting Unit OR NC DWR, Transportation Permitting Unit
1617 Mail Service Center 512 N. Salisbury Street
Raleigh, NC 27699 - 1617 Raleigh, NC 27604
For all other projects sent by First Class Mail For all other projects sent by delivery service
via the US Postal Service (UPS, FedEx, etc.):
Karen Higgins OR Karen Higgins
NCDWR — 401 & Buffer Permitting Branch 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 5 of 5

KEVIN LOFTIN RIVERFRONT PARK
BOAT LAUNCH PARKING LOT IMPROVEMENTS
The Natrona! Map
14, US Topo
r '
Upper Al rristrong 81
2'30-
USGS LOCATION MAP
BELMONT QUADRANGLE
NORTH CAROLINA -SOUTH CAROLINA
7.5 -MINUTE SERIES
s1•oo'
°99 1 600 000 FEET INC) 35.15
550 000
FEET INCI
MV
'00
MU
12'30'

KEVIN LOFTIN RIVERFRONT PARK
BOAT LAUNCH PARKING LOT IMPROVEMENTS
Custom Soil Resource Report
Soil Map
b
Kip Sc,*: 12,340 if pitted m A oorhah (8.9'x il�) Stlee[. c
m NMeds m
o pp ® tat teo
A0 100 alp 4W - em
Map :Web M"UAx Caner=rdnates: WGSM Edgebs UTMZane 17N WGSBa
9
NRCS SOIL SURVEY MAP
3J
W
37 1* 3S' N
3 �
r
a

Mitigation Services
ENVIRONMENTAL QUALITY
Adrian Miller
City of Belmont
PO Box 431
Belmont, NC 28012
ROY COOPER
MICHAEL S. REGAN
February 10, 2017
Expiration of Acceptance: August 10, 2017
Project: Kevin Loftin Riverfront Park- Boat Launch Parking Lot County: Gaston
The purpose of this letter is to notify you that the NCDEQ Division of Mitigation Services (DMS) is willing to accept
payment for compensatory mitigation for impacts associated with the above referenced project as indicated in the
table below. Please note that this decision does not assure that participation in the DMS in -lieu fee mitigation
program will be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility
of the applicant to contact permitting agencies to determine if payment to the DMS will be approved. You must
also comply with all other state, federal or local government permits, regulations or authorizations associated with
the proposed activity including G.S. § 143-214.11.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not
received a copy of the issued 404 Permit/401 CertificationlCAMA permit within this time frame, this
acceptance will expire. It is the applicant's responsibility to send copies of the permits to DMS. Once DMS
receives a copy of the permit(s) an invoice will be issued based on the required mitigation in that permit and
payment must be made prior to conducting the authorized work. The amount of the in -lieu fee to be paid by an
applicant is calculated based upon the Fee Schedule and policies listed on the DMS website.
Based on the information supplied by you in your request to use the DMS, the impacts for which you are
requesting compensatory mitigation credit are summarized in the following table. The amount of mitigation
required and assigned to DMS for this impact is determined by permitting agencies and may exceed the impact
amounts shown below.
Impact
River
Basin
CU Location
(8 -digit HUC)
Stream (feet)
Wetlands (acres) Buffer I Buffer II
(Sq. Ft.) (Sq. Ft.)
Cold
I Cool
Warm
Ri arian Non-Ri arian
Coastal Marsh
Catawba
03050101
0
0
0
01 0
0 3,366 597 J
Upon receipt of payment, DMS will take responsibility for providing the compensatory mitigation. The mitigation
will be performed in accordance with the In -Lieu Fee Program instrument dated July 28, 2010 and 15A NCAC
02B .0295 as applicable. Thank you for your interest in the DMS in -lieu fee mitigation program. If you have any
questions or need additional information, please contact Kelly Williams at [phone].
cc: Gerald Hatton, agent
Sincerely,
JamtM�aagement
ll
AsseSupervisor
SLaIc of North Camlina Emim unental Quality Mitigation Scn ices
1652 Mail Sen icc Center R.ilcieh. NC _'7699-1652 217 N )olds Street. Suite 311(0
919 7()7 8976 T

-_- wILxlNso - -
SLAND NA
tv
/ \ EXISr"V — E / \ — —
/ \
MAG NAIL(S) \� E ORAEC W sa' E ' \ S29 7� — —
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/ E /
BRICK
— —
/ \ �
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/ \ WILLARD ASPHALT W �\ E E E ` SIGN—
/ \ D.B. 2334 PG. 769—
W
PC
CITYOFBELMONT // \
0.8.49001 ACRES90 / \
SIGN/ \\ 64,903.74 sq. ft.
\\�/ —
,' � BUFFER
i P ENCROACHMENT /
AREA 3 /
\ / / ZONE 2-0.010 Acres.-
/ G VEL (454.50 Sq. Ft.) I /
/\ BUFFER
ENCROACHMENT
AREA 1
/ \I ZONE 1-0.002 Acres (104.84 Sq. Ft.
/ ZONE
CITOF B 2-0.003 Acres (141.55 Sq. Ft.
/
D.B.Y 4717 PGG.. 1957 / \
/ 4�;
/
ZONE 1-0
/
DISTURBED RIPARIAN BUFFER AREAS (OUTSIDE EXISTING GRAVEL AREA)
AREA 4 1
AREA 4 2
AREA 43
AREA W4
AREA N 5
AREA W 6
AREA k 7
TOTAL
ZONE1
ZONE2
TOTAL
104.84 SF
141.55 SF
246.39 SF
1557.54 SF
0.00 SF
1.557.54 SF
0.00 SF
454.50 SF
454.50 SF
107.96 SF
0.00 SF
107.96 SF
220.37 SF
0.00 SF
220.37 SF
73226 SF
0.00 SF
73226 SF
64222 SF0.00
SF
642.22 SF
3.365.19 SF
596.05 SF
3.96124 SF
SURVEY INFORMATION PROVIDED BY CAROLINAS DESIGN GROUP, PLLC. PHONE [phone]
PROJECT DESIGN BY:
CITY OF BELMONT
ENGINEERING DEPARTMENT
P.O. BOX 431, BELMONT NC 28012
I CAD FILE 7951HAT10N.OWG
I
KEVIN LOFTIN RIVERFRONT PARK
BOAT LAUNCH PARKING LOT
IMPROVEMENTS
I PROJECT MANAGER: GEH
RIPARIAN BUFFER ZONE EXHIBIT DRAWN BY: GMS
SHEET NUMBER I
LAKE
WYLIE
-'�
BUFFER
ENCROACHMENT
AREA 4
ZONE 1-0.002 Acres (707.96 Sq. Ft.)
I
a
BUFFER
ENCROACHMENT
/ 1
I /
1 /D.
/("
PARCEL A
CITY OF BELMONT
B. 4717 PG. 1957
1.4193 ACRES
.\ AREA 5
ZONE 1-0.005 Acres (220.37
Sq. Ft.)
' I
I
61,824.71 sq.ft.
I
PROPERTY LINE IS
, \
BUFFER '
ENCROACHMENT �AS
FULL POND ELEV. 569.4'
PER DUKE ENERGY.
BUFFER
.. i�
AREA 6
ENCROACHMENT
AREA 2�
�� ZONE 1-0.017 Acres 1
(732.26 Sq. Ft.)
W
.036 Acres (1,557.54 Sq.
Ft.)\
....
I
LAKE
.�.. �':.':.
1
WYLIE
1
`
FUTURE IMPROVEMENT
PIER FOR ROWING CLUB
/
BOATS AND KAYAK
t
BUFFER
ENCROACHMENT
LAUNCHING
AREA 7
..'.'.'. '.\ '.'..
/
0.015 Acres
642.22 Sq. Ft.
. i\\ ) " �•BOLLARDS
\ \ fk1ShNC
\-GRAVEL
��
'Al
I
V. `v
\
r.'.
:
EXISTING IMPROVEMENTS APPROVED BY
`�
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DUKE ENERGY CAROLINAS, LLC AS
PROPOSED LIMITS OF \\' VVVI.-
\!
'9
PROJECT NO. 007312-453712. LAKE WYLIE
FERC CATAWBA-WATEREE PROJECT
LAKE
PARKING LOT PAVING .
..'.'.
�.. •. /
(2232)
ION OF WATER
WYLIE
���`
/
4011 WADER QUALITY CERTIFIATIONR ANDURCES
CATAWBA RIPARIAN
� ,
BUFFER AUTHORIZATION
14-0813
'
(DWR N V2)
1
/ � 1
N
/I
1
LAKE
�
WYLIE
KEVIN LOFTIN RIVERFRONT PARK
BOAT LAUNCH PARKING LOT
IMPROVEMENTS
I PROJECT MANAGER: GEH
RIPARIAN BUFFER ZONE EXHIBIT DRAWN BY: GMS
SHEET NUMBER I

,W
1
�"a�
D
.; 1-21-01, 7
KEVIN LOFTIN RIVERFRONT PARK
BOAT LAUNCH PARKING LOT
IMPROVEMENTS
2017
CITY OF BELMONT
115 NORTH MAIN STREET (P.O. BOX 431), BELMONT, NC 28012
704-825-5586
.. aw`SEALAL
um°Io .7
GERALD E. HATTON
P.E. # 15031
City of Belmont
Engineering Department

VICINITY MAP
SCALF: N. T'S.
SURVEY INFORMA70N PROVIDED BY CAROUNAS DESIGN GROUP, PLLC. PHONE [phone]
I
ABBREVIATIONS
ASPH.
GENERAL SYMBOL LEGEND
5;J
EXISTING DECIDUOUS TREETQ
ASSEMBLY
EXISTING TELEPHONE PEDESTAL
°
EXISTING PROPERTY IRON
`n'
EXISTING UTILITY POLE
DQ
EXISTING WATER VALVE
LINK
EXISTING POWER POLL W/ GUY WWE
s+I ❑
EXISTING WATER METER
-CATCH BASIN
EXISTING FIRE HYDRANT
---MECHANICAL JOINT
EXISTING CURB AND GU'TER
- -- - -- _-- ------
EXISTING STORM DRAIN PIPE
MONUMENT
-XISIING CURB INLET
X
EXISTING FENCE
C
EXISTING STORM MANHDIE
CUBICFOOT(FEET)
EXISTING UNDERGROUND WATER
®
EXISTING S NDARY SEWER MANHOLE
TEL
EXISTING UNDERGROUND TDfPHONE\FIBRE OFTIC
POUNDS PER SQUARE INCH
EXISTING MALWx
.hS-
EXISTING UNDERGROUND GIS
'---SF-- ----
PROPOSED SILT FENCE
SS--- -_--
EXISTING UNDERGROUND SAI(TARY SCWER
CIP55
PROPOSED CU- N PUCE SEWER RCWDA 1--
- - - -
.1-11 .PROPERTY LINE
RESTRAINED JOINT
EXIST.
---
R/W
RIGHT OF WAY
FC
FACE OF CURB
EXISTING OVERHEAD ELECTRIC
SCHEDULE
FH
-GE-
EXISTING UNDERGROUND ELECTRIC
SQUARE
FL
- - - - - - - -
EXISTING ROAD RIGHT-OF-WAY
TERRA COTTA PIPE
GV
�`- -�-
_
EXISTING OVERHEAD UTILITY (EIEC., CARL. TEL.)
I
TEMPORARY
GALV
-WW-WW-WW-WVV-WW-
EXlsi'NG w[u wATR LINE
ABBREVIATIONS
ASPH.
ASPHALT
ASSY.
ASSEMBLY
MB
-MAIL BOX
BIT
BITUMINOUS
MH
MANHOLE
C/LINK—CHAIN
LINK
MIN.
MINIMUM
CB
-CATCH BASIN
MJ
---MECHANICAL JOINT
CO -
CLEAN OUT
MON.
MONUMENT
CONC. --CONCRETE
PERM.
PERMANENT
CU.FT.
CUBICFOOT(FEET)
PROP.
PROPOSED
DI
DROP INLET
PSI
POUNDS PER SQUARE INCH
DIP
DUCTILE IRON PIPE
PVC -
- POLYVINYL CHLORIDE PIPE
DW
DRIVEWAY
RCP -
REINFORCED CONCRETE PIPE
EP
EDGE OF PAVEMENT
RJ ------
RESTRAINED JOINT
EXIST.
EXISTING
R/W
RIGHT OF WAY
FC
FACE OF CURB
SCH.
SCHEDULE
FH
FIRE HYDRANT
SQ.
SQUARE
FL
FLOW LINE
TCP
TERRA COTTA PIPE
GV
GATE VALVE
TEMP.
TEMPORARY
GALV
-GALVINIZED
TYP
TYPICAL
I.D.
INTERNAL DIAMETER
WM
WATER METER
L.F.
LINEAR FEET
WV
WATER VALVE
SHEET INDEX
COVER
1. GENERAL NOTES AND LEGEND
2. EXISTING CONDITIONS - DEMOLITION PLAN
3. PROPOSED IMPROVEMENTS PLAN
4. PROPOSED GRADING PLAN
5. CONSTRUCTION DETAILS
GENERAL NOTES
1. CONTRACTOR SHALL HAVE A COMPLETE SET OF CONTRACT DOCUMENTS ON THE JOB SITE AT
ALL TIMES
2. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL IN ACCORDANCE WITH NCDOT STANDARDS
AND THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
3. ACCESS TO ADJACENT PROPERTIES SHALL BE PROVIDED AT ALL TIMES IF POSSIBLE.
CONTRACTOR SHALL NOTIFY AND COORDINATE HIS ACTIVITIES WITH THE PROPERTY OWNERS.
4. IT IS THECONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE ALL EXISTING UTILITIES,
BOTH HORIZONTALLY AND VERTICALLY, PRIOR TO START OF CONSTRUCTION CONTRACTOR SHALL
NOTIFY UTILITY LOCATING COMPANY (ONE CALL - 800-632-4949) FOR UNDFRGROUND LOCATIONS AT
LEAST 48 HCURS IN ADVANCE. ALL COSTS ASSOCIATED WITH ANY DAMAGE TO EXISTING UTILITIES
RESULTING FROM THE CONTRACTOR'S FAILURE TO ADEOUA',ELY PROTECT THE EXISTING UTILITIES
DURING CONSTRUCTION SHALL BE BORNE SOLEY BY THE CONTRACTOR.
5, CONTRACTOR SHALL SUPPORT ALL UTILITIY POLES AS NECLSSARY. THE CONTRACTOR SHALL
COORDINATE UTILITY POLE SUPPORT WITH THE APPROPRIATE. UTILITY COMPANIES
6. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS, OTHER
PERMANENT POINTS AND LINES OF REFERENCE, AND CONSTRUCTION STAKES. PROPERTY IRONS,
MONUMENTS, AND OTHER PERMANENT POINTS OF REFERENCE DESTROYED BY CONTRACTOR SHALL BE
REPLACED RY A PROFESSIONAL LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE,
7. CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN ALL NECESSARY EROSION CONTROL
MEASURES, WHETHER OR NOT SHOWN ON THE PLANS, TO PROTECT ADJACENT AND NEARBY CREEKS,
STREAMS, RIVERS, ROADWAYS, ETC. FROM SILTATION AND EROSION.
8, CONTRACTOR'S OPERATION OF EOUIPMENT AND MOVEMENT OF MATERIALS SHALL BE RESTRICTED TO
RIGHTS-OF-WAY AND EASEMENTS. DEVIATION FROM THE AREA WILL NOT BE PERMITTED WITHOUT
WRITTEN APPROVAL FROM BELMONT CITY INSPECTOR AND PROPERTY OWNER.
9. CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THE EXISTING PLANT MATERIAL
OUTSIDE THE PROJECT AREA. ANY COST INCURRED FOR REPLACEMENT OF SUCH MATERIAL CUP TO
THE CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
10. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO THE EXISTING GRADE UNLESS OTHERWISE
NOTED ON THE DRAWINGS
PROJECT DESIGN BY:
CITY OF BELMONT KEVIN LOFTIN RIVERFRONT PARK PROJECT MANAGER: GEH
BOAT LAUNCH PARKING LOT GENERAL NOTES AND LEGEND
BELMONT =GSE DRAWN BY: GMS
ENGINEERINGDEPARTMENT
4
CPD FILE 7951HATTON.GWG X q4;p e NP�.,••� IMPROVEMENTS
""" SHEET NUMBER
S-le'l7

Y
_ k,ILxAl-vo
S�ANp lvAt
// \ MAG NAIL(S) —ee DRIVE G W : E \ _ 29-74
/ SITE BENCHMARK E�
/ \ ELEV.=583.17
E
BRICKS
/ \ WIASPHALT W `�� E E E`e SIGN
.P
/ D. 233434 PG PG. 769
\ W REMOVE EXISTING /
ASPHALT PAVEMENT /
s
ARCEL B
GRADING
/LIMIT
CITY POFF BELMONT /
\ ^ / w6h FOR PAVEMENT D e. a8ai PG. 990
NG — 3:1 ROPE 1.4900 ACRES
'\ , TO E)OSTMIG AT SIDE
/ \ AF PROPOSED PAVEMENT 64.903 74 sq ft /
ASPHALT PAYING/ SIGN BUFFER
\ RESURFACING
/ / ENCROACHMENT
AREA 3 /
/ ZONE 2-0.010 Acres/ /
(454.50 Sq. LL) /%
GRAVEL
REMOVE GATE
AND BOLLARDS LAKE
J
WYLIE
CITY OF BELMONT/�/ SUVFFR BUFFER
L.B. 4717 PG. 1957 \
ENCROACHMENT�ENCROACHMENT
AREA 1' AREA 4
/ ZONE 1-0.002 Acres !104.84 Sq. Fl.)� \ \ ZDNF 7-D.002 Acres (1 D7.96 Sq. Fl.)
/ ZONE 2-0.003 Acres (141.55 Sq. Ft) I
BUFFER ,� J1 PARCEL A
LIGHT POLE TO : ` ENCROACHMENI I CITY OF BELMONT
REMOVED BY DUKE ENERGY _ I AREA 5 4717 PG.
ZONE 7-0.005 Acres (220.37 Sq Ft) 1.4,24 ACRE1957
S
/ — / 61,824.77 TI.
.!..: PROTECT POKER POLES I I )
.:.:..:... - Fb REMAIN
GRADING 3\ \\.'.,..�.'..... ....:.:.'.'.. ♦ I ) 1 PROPLRTY LINE IS
......\........
'•..'.'..'.`
\ W
FULL POND ELEV. 569.4.
'
BUFFER ENERGY
ENCROACHMENT 1//AS PER DUKE
BUFFER AREA 6
ENCROACHMENT t ' .. ` ZONE 1-0017 Ac)es
AREA(73226 Sq. Ft.
1
ZONE 1-0.036 Acres (1,557.54 Sq. FL
1
/ a 1 44�P
LAKE
/ / ( WYLIE
\ l SJRVEY INFORMATION PROVIDED 8Y CAROLINAS DESIGN GROUP, PLLD PHONE [phone]
■
\ '\.'.'.':.'.':.�::.^. :�....�.�.:.,...:. / PUFFER
`.'.\'.'.t.�.. i.'.:..........::i .....:. ENCROACHMENT
AREA 7
1 0.015 Acres
642.22 Sq Ft
BOLLARDS
FUTURE IMPROVEMENT
PIER FOR ROWING CLUB
BOATS AND KAYAK
'_HUNCHING
LAKE
WYLIE
EXISTING IMPROVEMENTS APPROVED BY
DUKE ENERGY CAROLINAS, LLC AS
PROJECT NO. 007312-453712, LAKE WYLIE
FERC CATAWBA-WATEREE PROJECT (2232)
AND NCDENR-DIVSION OF 'NATER RESOURCES
401 (NATERDUALITY CERTIFICATION AND
CATAWBA RIPARIAN BUFFER AUTHORIZATION
(DWR p 14-0813 V2)
LE9=
EXISTING GRAVEL
PARKING AREA
I-1 BUFFE
AREAS R ENCROACHMENT
_J
PROJECT DESIGN BY:
"'2G'P�FESSrIOti'�",KEVIN LOFTIN RIVERFRONT PARK PROJECT MANAGER: GEH
CITY OF BELMONT DRAWN BY: GMS
ENGINEERING DEPARTMENT "J}_ '�'► BOAT LAUNCH PARKING LOT EXISTING CONDITIONS
P.O. BOX 431, BELMONT NC 28C12 •"•E���'"`7 IMPROVEMENTS SHEET NUMBER 2
gr�E1
CAD FILL /951HATIONTWG Blot Yli Ms

_ �,ILKINSoN At
/SLgNO Y _ I
OF RESURFACING
/ MAG NAIL(S) ORII¢'G w E=E / ` \ �_ •/Q
SITE BENCHMARK
—Fte
ELEV.=583.17
BRICKS
NIASPHALT _ SIGN \
D.B. 233434 PC PG. 769 � F. E � �-
�
3 ` / N
/
FIX POTHOLES AND
RESURFACE EXISTING
PAVEMENT WITH 1-1/Y PARCEL B
SF 9.SA ASP.CON 9� / CITY OF BELMONT /
D.B. 4841 PG. 990
� 1.4900 ACRES D 40 9C
31764,903.74 sq.ft.
\ 6" AGGREGATE BASE WITH // \� /
� \\ 3' SF 9.5A ASP.CONC. /
(2 LIFTS) /
6' TOPSOIL, SEEDING
GRA VP_ AND MATTING /
/ ) � /
LAKE
q �
CITY OF BELMONT
D.B. 4717 PG- 1957
6'AGGREGATE BASE WITH
3" SF 9.5A ASP.CONC. " \
♦ (2 UFTS) E
/ � I
\♦ i�J1 PARCEL
/ / ' `\ ♦ I / CITY OF BELMONT
DB14717 PG. .4193 ACRES 57
61,824.71 sq.ft.
6' AGGREGATE BASE WITH
/\ ♦ \
GRADING G \I ♦ Y SF 9.5A ASP.CONC. /—' I PROPERTY LINE IS
♦ (2 LIFTS) I FULL POND ELEV. 569.4'
\ I AS PER DUKE ENERGY.
0q 1 1 20 R� ♦♦ // 1�a // 1` I
\
6
' AGGREGATE BASEWITH \ ; /
\ 3' SF (2 SP.CONC. —
6
t ' ' TOPSOIL
V / (2 LIFTS) 1 FUTURE IMPROVEMENT
AND SEEDING PIER FOR RON1NG CLUB
f—' \ \ / 1 — ♦, \/1 80UNCHING ATS AND KAYAK
5' WIDE ASPHALT WALKWAY
/ \ / 6' AGGREGATE BASE 1NTH
2' SF 9.5A ASPHALT GONG.
\
\ f ♦ �� / / \—� d i'a _ �� . • LAKE
6" TOPSOIL WYLm
AND SEEDING
\ ' EXISTING IMPROVEMENTS APPROVED BY
/ ♦ EXISTING i DUKE ENERGY CAROLINAS, LLC AS
PROJECT NO. 007312-453712, LAKE WYLIE
PROPOSED LIMITS OF \ PARKING �' � FERC CATAWBA-WATEREE PROJECT (2232)
\ 1 PARKING LOT PAVNG \ ' �� '
\ \ AND NCDENR-DIVISION OF WATER RESOURCES
401 WATER QUALITY CERTIFICATION AND
/ CATAWBA RIPARIAN BUFFER AUTHORIZATION
(GWR M 14-0813 V2)
\ !:.
60' R
6' TOPSOIL
AND SEEDING
o \
♦� 1 / I
PAVEMENT STRIPING DETAIL
1
II
I \ \ PAVEMENTTWIDENING
WIDENING HATH
6AGGREGATE BASE WITH
3'' SF 9.5A ASP.CONC.(2 LIFTS)
I /
/ 6' TOPSOIL AND SEEDING
eo �NFOPWION PPOVm2 EY C4ROLINAS eES�cN 2PLOP, Fuc P'+OIJ
PROJECT DESIGN BY:
o- tµ ..ARO �'•.
CITY OF BELMONT /y KEVIN LOFTIN RIVERFRONT PARK
2aPOF sAL PROPOSED IMPROVEMENTS PROJECT MANAGER: GEH
.° sEAL �: _ DRAWN BY: GMS
E 15031 BOAT LAUNCH PARKING LOT PLAN
ENGINEERING DEPARTMENT �,�n IMPROVEMENTS
h?1�C_r.4'r'.T i��lr� cqq� Heb' HR SHEET NUMBER .�
to -17
JW '
4R IQ WD 165 50® MO POFD

BUFFER
ENCROACHMENT
AREA 2
GRADE AND ADD 6' AGGREGATE BASE Z�
COURSE MATERIAL
®l
1�
APPROX. AREA REQUIRING A
AGGREGATE BASE COURSE MATERIAL
AND REGRADING
pUANI
PLANT TYPE
PLANT NAME
Siff
ROOT
BUFFER I /
1' X 2'X 16 WOOD STAKE /
h •�\ -
I T
AREA 4
ENCROACHMENT I I
GRADE AND ADD 6' AGGREGATE BASE
_
3
COURSE MATERIAL
RIVER BIRCH - BETULA NIGRA
6' HEIGHT
BAB
S
20
SILKY DOGYMCID - AMOMUM
4' HEIGHT
BAB
4
BUTTGNBUSH - CEPHALANTHUS
I
IMPROVEMENTS
9
340
OCCIDENTALIS L.
V HEIGHT
BAB
SHEET NUMBER
►
\ \\\\\�\\�. BUFFER 1 1
\\. ► /�' • `
\ \ \ \\\�\\\�\\ ENCROACHMENT 1
AREA 5
GRADE AND ADD 6' AGGREGATE BASE
BUFFER
ENCROACHMENT
AREA 2
GRADE AND ADD 6' AGGREGATE BASE Z�
COURSE MATERIAL
®l
1�
APPROX. AREA REQUIRING A
AGGREGATE BASE COURSE MATERIAL
AND REGRADING
pUANI
PLANT TYPE
PLANT NAME
Siff
ROOT
KEEP MULCH AWAY FROM
TRUNK I"T02
1' X 2'X 16 WOOD STAKE /
C MI LAYER OF MULCH
WITH CENTERED 318' HOLE -
DRIVEN IN UNE WITH STRAP! I I
_
3
1
RIVER BIRCH - BETULA NIGRA
6' HEIGHT
BAB
S
20
SILKY DOGYMCID - AMOMUM
4' HEIGHT
BAB
4
BUTTGNBUSH - CEPHALANTHUS
GIN O
&�gq�oEµP,r°
IMPROVEMENTS
9
340
OCCIDENTALIS L.
V HEIGHT
BAB
COURSE MATE IAL 1
I
\ \ .\ \\• \ LINE �,��, �'-'�• '\ \r \�/
i \ 1
It
\ \ \ \ \ \ 1 \ • \ � / � . / / RIDGE �p\
LINE /
V I
\ lill it l , \ \ \
AF'PRO%. AREA REWIRING
AGGREGATE BASE COURSE MATERIAL
AND REGRADING
TOPSOL AND SEED
THIS AREA
BUFFER
ENCROACHMENT
AREA 6
GRADE AND ADD 6' AGGREGATE BASE
COURSE MATERIAL
/TOPSOIL AND SEED
THIS AREA
NOTES
1. REMOVE WIRE OR NY,ON TWINE FROM BALL
2. SOAK ROOT BALL AND PUNT PIT IMMEDIATELY AFTER INSTALLATION
I
Y..' NYLON STRAP
- WSUP KNOT WITH STOP KNOT 9'
LARGER THAN TREE DIAMETER
�A
Y `\
ROOT CROWN TO BE AT FINISH I
GRADE* 1'
KEEP MULCH AWAY FROM
TRUNK I"T02
1' X 2'X 16 WOOD STAKE /
C MI LAYER OF MULCH
WITH CENTERED 318' HOLE -
DRIVEN IN UNE WITH STRAP! I I
\
�
/ PUNTING MIX
REMOVE TOP 1130E 6JRLAP
AND ANY NAILSiPINS, ETC.
REMOVE TOP 23 OF WIRE ROOT BALL DIA. 12'
BASKET WHERE PRESENT
TREE PLANTING DETAIL
G
NOTE: AVOID DAMAGE TO NATIVE VEGETATION
OUTSIDE THE LIMITS OF PAVING
INFORMATION PROVIDED BY CAROLINAS DESIGN GROUP, PLLC. PHONE [phone].
PROJECT DESIGN BY:
�A
QP`µ
2=e°�E£S"°�9S '=
KEVIN LOFTIN RIVERFRONT PARK
PROJECT MANAGER: GEH
CITY OF BELMONT
=
PROPOSED GRADING
DRAWN BY: GMS
ENGINEERING DEPARTMENT
' sE"`
BOAT LAUNCH PARKING LOT
AND LANDSCAPE PLAN
4
0. BOX 431, 6ELMONT NC 28012
GIN O
&�gq�oEµP,r°
IMPROVEMENTS
SHEET NUMBER
- F 79514ATrON SHEET 4.DWGAY
swnlrFs�ru®

Y
EROSION & SEDIMENTATION CONTROL
GENERAL NOTES
GENERAL
1. SEDIMENT CONTROL SHALL MEET THE PERFORMANCE STANDARDS OF THE NORTH
CAROLINA SEDIMENTATION POLL'UTICN CONTROL ACT OF 1073.
2. ESTABLISH PERMANENT OR TEMPORARY GROUND COVER ON ANY DISTURBED AREA
VVITHIN PER NEW STABILIZATION TIMEFRAMES SCHEDULE ON THIS SHEET.
SEQUENCE OF INSTALLATION AND OPERATION
1 INSTALL INLET PROTECTION. SILT FENCE, STONE CHECK DAM. AND OTHER MEASURES AS
SHOWN ON THE DRAWINGS. CLEAR ONLY AS REQUIRED TO INSTALL THESE DEVICES
SEED TEMPORARY DIVERSIONS .. BERMS. AND BASINS IMMEDIATELY AFTER CONSTRUCTION.
2. BEGIN EXCAVATION AND TRENCHING ACTIVITIES AFTER EROSION CONTROL MEASURES
HAVE BEEN INSTALLED.
3. BEGIN CONSTRUCTION AND INSTALLATION OF WATER SYSTEM.
4. BACKFILL AND ESTABLISH FINISH GRADE IMMEDIATELY AFTER PIPES HAVE BEEN
INSTALLED.
5 CONTRACTCR TO CONDUCT A WEEKLY SITE INSPECTION ANDAFTER EACH RAINFALL
EVENT TO DETERMINE WHICH AREAS CAN BETEMPORARILY OR PERMANENTLY SEEDED
WHICH DEVICES NEED MAINTENNACE. REPAIR. ETC AND TO ENSURE THAT THE EROSION
CONTROL MEASURES AREPERFORMING ADEQUATELY PERFORM ANY NECESSARY
MAINTENANCE
6 STABILIZE SITE AS AREAS ARE BROUGHT TO FINISH GRADE WITH VEGETATION, MATTING
OR STONE BASE ALL AREAS TO BE REPAVED SHALL BE STABILIZED WITH STONE AS
SOON AS THEY ARE BROUGHT TO 9NAL GRADE MAINTAIN INLET PROTECTION UNTIL
SITE IS COMPLETELY STABILIZED
7. FERTILIZE, SEED. AND MULCH ALLPERVIOUS AREAS ACCORDING TO SEEDING SCHEDULE
SEE SPECIFICATIONS FOR ADDITIONAL 'NFORMATION.
8 WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED CALL FOR AN
INSPECTION BY ENGINEER
IF SITE IS APPROVED, REMOVE ANY TEMPORARY SILT FENCES, STONE CHECK DAMS.
ETC., ANDRE-GRADE AND SEED OR STABILIZE ANY RESULTING BARE AREAS.
SEDIMENT DISPOSAL
1. SEDIMENT MUST BE DISPOSED OF OFF-SITE AT A PERMITTED SITE
SURVEY INFOP,NA9ON PROdDE) BY CAROLINAS DESIGN GROUP. PLLC. PHONE [phone].
PROJECT DESIGN BY:
CITY OF BELMONT
ENGINEERING DEPARTMENT
I CAD FILE 7951HATTON.DWG
PERMANENT SEEDING
GENTLESLOPES STEEP SLOPES
10C LBSIACRE TALL FESCUE
SEEDING 80 LBS.'ACRE TAS -L FESCUE 30 LBSIACRE SERICEA LESPEDEZA
MIXTURE (UNSCARIFIEC AFTER AUGUST 101
10 _BS 'ACRE KOBE LESPEDEZA
TEMPORARY SEEDING FOR WARM AND COOL SEASON
GENTLESLOPES STEEP SLOPES
SEEDING
MIXTURE
40,BS.ACRE GERMAN MILLET.
80 LBS`ACRE TALL FESCUE
-20 LBS,ACRE RYE (GRAIN)
80 '_BS/ACRE TALL FESCUE
OCTOBER 25 - DECEMBER 30
',,�❑y\I�. Pwnr.r mxes,.vww.. encnev. sap.. TOq.
FALL'. AUGUST 25 - OCTOBER
FALL. AUGUST 15 - OCTOBER 15
REFERTILIZE IF GROWT" IS NOT FULLY ADEQUATE
LATE WINTER. FEBRUARY 15 - APRIL 15
LATE WINTER-. FEBRUARY 15 - APRIL 15
SEEDING
TO EXTEND SPRING SEEDING INTO JUNE. ADD 15
TO EXTEND SPRING SEEDING INTO JUNE ADD 15
DATES
LBSIACRE HULLEC BERIAUDAGRAS3
LBSi ACRE HULLED BERMUDAGRASS
I OVERSEEDING OF KOBE LESPEDEZA OVER FALL-
OVERSEEDING OF KOBE LESPEDEZA OVER FALL -
I SEEDEDTALL FESCUE IS VERY EFFECTIVE
SEEDED TALL FESCUE IS VERY EFFECTIVE
SEEDING APPLY LIME AND FERTILIZER PER SOIL TESTS. OR
APPLY LIME AND `ERTILIZER PER SOIL TESTT-S. OR
AMENDMENTS LBS IACRE LIMESTONE AND IOCOLBSIACRE
4,000 LBS IACRE '_IMFSTONE AND 1.000 URS, ACRE
14,000
101(110 FERTILIZER
10-10-10 FERTILIZER
TEMPORARY SEEDING FOR WARM AND COOL SEASON
GENTLESLOPES STEEP SLOPES
SEEDING
MIXTURE
40,BS.ACRE GERMAN MILLET.
80 LBS`ACRE TALL FESCUE
-20 LBS,ACRE RYE (GRAIN)
80 '_BS/ACRE TALL FESCUE
OCTOBER 25 - DECEMBER 30
',,�❑y\I�. Pwnr.r mxes,.vww.. encnev. sap.. TOq.
MAY 1 - AUGUST '5
SFFDING
REFERTILIZE IF GROWT" IS NOT FULLY ADEQUATE
BETWEEN DECEMBER 30 - FEBR-ARY 15 ADD 50
GATES
Ha
LBS'ACRE ANNUAL KOBE LESPEDEZA
III
APPLY 4,000 _BSIACRE Si RAW OR EQUIVALENT
II /
318- (TYPICAL)
GS20-37.6
HYDROSEEOING
APPLY 4,000 LES 'ACRE STRAW OR EQUIVALENT
-j
3 Y PIII- 11T Y II SEE TO LEFT
APP`1 LIME AND FERTILIZER PER SOIL ',ESTS. OR
HYDROSEEDING
1. ALL 12"X 18' ACCESSIBLE SIGNS SHALL BE MOUNTED AT 7 FEET
APPLY LIME ANC FERTILIZER PER SOG TESTS. OR
SEEDING
AMEkDMENTS
2.000 LBS!ACPE LIMESTONE AND 75CLBSIACRE 10-
2.000 LBS;ACRE LIMESTONE AND 750LBS;ACRE IT.
FERTILIZER
1010 �ER7ILIZER
10 GAGE
LINE WIRES
SEEDING SCHEDULE
NOTES.
1. STEEL POST TO BE BURIED A MINIMUM OF
2'-0"
2 INSTALL SILT FENCE WHERE SHOWN ON
_ _ 8 MAX. WITH WIRE DRAWINGS AND MAINTAIN UNTIL
It MAX. WITHOUT WIRE - COMPLETION OF GRADING AND
12 GAGE RESTORATION,
SILT FENCE
NO SCALE
TAMP N -
BACKFILL
I I�-ow
BURY C MDE BY
6"DEEP
STEEL _ -' I
POST'
FILTER FABRIC TO BE BURIED UNDER EXIST
GRADE OR AS REQUIRED BY ENGINEER
,ESS' �KEVIN LOFTIN RIVERFRONT PARK
pi
BSL4 BOAT LAUNCH PARKING LOT
rGl"E�•�°?'
IMPROVEMENTS
�_E::�.ra,••' NTS
12•
SITCARFA0— gn
-_ -- - ,T
',,�❑y\I�. Pwnr.r mxes,.vww.. encnev. sap.. TOq.
rronv
NKK Wally WaaaTINGW, Zonas TCM
9' Lnr�
r r y.?. Ia«
— -...
9 i_
Ha
•�. _5 ✓Y _ 3111- (TYPICAL)
III
II /
318- (TYPICAL)
GS20-37.6
-_ -
-j
3 Y PIII- 11T Y II SEE TO LEFT
NOTES
1. ALL 12"X 18' ACCESSIBLE SIGNS SHALL BE MOUNTED AT 7 FEET
LL
FROM GRADE TO BOTTOM EDGE OF SIGN FACE (MUTED).
MOUNTING HEIGHT CAN BE REDUCED TO 5 FEET IF PLACED IN AN
AREA BETWEEN SIDEWALK AND BUILDING FACE IN WHICH
�I - FINISHEOGRADE
PEDESTRIAN ARE NOT EXPECTED TO USE.
2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES,
I�IT�^
(MUTED) U.S. DEPARTMENT OF TRANSPORTATION AND NORTH
CAROLINA DEPARTMENT SUPPLEMENT.
ACCESSIBLE PARKING SIGNAGE STANDARDS
NO SCALE
NEW STABILIZATION TIM MAAAEa
IaNN.. N.a a.m,n
SITCARFA0— gn
Tun— E—Toxa
',,�❑y\I�. Pwnr.r mxes,.vww.. encnev. sap.. TOq.
rronv
NKK Wally WaaaTINGW, Zonas TCM
Hone �'
n`�V
Alap..sWpvMa:l
TCM
to ell..
14eM
ne °Weper°N°n%1Nm �ell ann kigN
anow.e.
MONaranwawm oopaa mtaar Nan a1
TAM for vbpm anrv.wnanN bglK.
Nma, aawRKr DaHalamaane MCN Loma.
PROJECT MANAGER: GEH
CONSTRUCTION DETAILS LDRAWN BY: GMS
SHEET NUMBER 5