20140813 Ver 2_401 Application_20150215

W'�WK
LETTER OF TRANSMITTAL WDICKSON
community infrastructure consultants
720 Corporate Center Drive Raleigh, North Carolina 27607 919 782 0495 tel [phone] fax
TO: NC DWQ WBSCP Unit
512 North Salisbury Street
Raleigh, NC 27604 -1170
ATTENTION: Alan lohnson
DATE: January 30, 2015
RE- Dale Landing
City of Belmont
We are sending via
® Overnight
❑ Regular Mad
❑ Pick -up
❑ Hand Delivered
The following items
❑ Correspondence
❑ Plans
❑ Specifications
® Other as listed below
COPIES
DATE
NO.
DESCRIPTION
1
1
Agent Authorization Form
1
2
Check for Review Fees
5
3
PCN Forms (1 Original, 4 Copies)
5
4
Supplemental Narrative Copies
5
5
Quad Map Excerpts
5
6
Deed Copies
5
7
Soils Map
5
8
Aerial Exhibit Copies
5
9
Impact Exhibit Copies
3
10
11x17 Plan Sets
2
11
Full Size Plan Sets
THESE ARE TRANSMITTED as checked below
❑ Foi Approval ❑ As Requested
❑ For Your Use ❑ Foi Review and Comment
REMARKS:
❑ Approved as Submitted ❑ Returned for Corrections
❑ Approved as Noted ❑ Forward to Subcontractor
COPY TO 20110214 00 RA SIGNED Randy Brookshire, PE

Agent Authorization Form
LOT NO Parcel #214172 PLAN NO PARCEL ID: PIN# 3595808285
STREET ADDRESS:
Please print:
Property Owner:
Property Owner:
1400 E Catawba Street, Belmont, NC 28012
City of Belmont
The undersigned, registered property owners of the above noted property, do hereby authorize
Randall Brookshire
(Contractor / Agent)
of WK Dickson
(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):
PO Box 431, Belmont, NC 28012
Telephone:
704-901-2067
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
e
Authonze—ffSign re
Date: t laq Z/--f
Authorized Signature
Date:

p��QY. Lea A rEq
/0 613
Office Use Only
Corps action ID no
DWQ project no
Form Version 1 4 January 2009
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DENR -1AA! Eh kc5uURCES P ge
401 & BUFFER PERMITTING
1 of 10
PCN Form —Version 14 January 2009
Pre - Construction Notification (PCN) Form
A.
Applicant Information
1.
Processing
la
Type(s) of approval sought from the Corps
Section 404 Permit Section 10 Permit
1 b Specify Nationwide Permit (NWP) number or General Permit (GP) number 30
1c
Has the NWP or GP number been verified by the Corps?
Yes XNo
1d
Type(s) of approval sought from the DWQ (check all that apply)
X401 Water Quality Certification — Regular Non -404 Jurisdictional General Permit
401 Water Quality Certification — Express Riparian Buffer Authorization
1 e
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ
401 Certification
Yes XNo
For the record only for Corps Permit
Yes No
1f
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program
Yes No
1g
Is the project located in any of NC's twenty coastal counties If yes, answer 1 h
below
Yes No
1h Is the project located within a NC DCM Area of Environmental Concern (AEC)?
Yes No
2.
Project Information
2a
Name of project
Kevin Loftin Riverfront Park —Dale Landing (Boat Launch Site)
2b
County
Gaston
2c
Nearest municipality / town
City of Belmont
2d
Subdivision name
2e
NCDOT only, T I P or state project no
3.
Owner Information
3a
Name(s) on Recorded Deed
City of Belmont
3b
Deed Book and Page No
DB 4717 PG 1957
3c
Responsible Party (for LLC if
applicable)
3d
Street address
PO Box 431 (115 North Main Street)
3e
City, state, zip
Belmont, NC 28012
3f
Telephone no
704 - 901 -2067
3g
Fax no
3h
Email address
i r
'UUI
FEa 0 2 2 015
1
DENR -1AA! Eh kc5uURCES P ge
401 & BUFFER PERMITTING
1 of 10
PCN Form —Version 14 January 2009

4.
Applicant Information (if different from owner)
4a
Applicant is
Agent Other, specify City Manager
4b
Name
Barry Webb
4c
Business name
(if applicable)
City of Belmont
4d
Street address
PO Box 431 (115 North Main Street)
4e
City, state, zip
Belmont, NC 28012
4f
Telephone no
704 - 901 -2067
4g
Fax no
4h
Email address
amiller @cityofbelmont org
5.
Agent/Consultant Information (if applicable)
5a
Name
Randall Brookshire
5b
Business name
(if applicable)
WK Dickson
5c
Street address
720 Corporate Center Drive
5d
City, state, zip
Raleigh, NC 27607
5e
Telephone no
919 - 782 -0495
5f
Fax no
919 - 782 -9672
5g
Email address
rbrookshire @wkdickson com
Page 2 of 10

B.
Project Information and Prior Project History
1
Property Identification
1a
Property identification no (tax PIN or parcel ID)
PIN# 3595808285
1 b
Site coordinates (in decimal degrees)
Latitude 35 244841 Longitude -81 01827
1c
Property size
1 4193acres
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 existing conditions consist of a concrete boat launch ramp that is connected to a gravel parking and turnaround
area The parcel is a small peninsula on Lake Wylie used for boating /fishing
3b
List the total estimated acreage of all existing wetlands on the property 0
3c
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property 0
3d Explain the purpose of the proposed project The proposed project will add fixed piers on both sides of the existing boat
ramp, a five slip floating dock system, and a canoe /kayak launch (concrete) The fixed piers and floating dock system will have
concrete ramps that connect them to the existing grade dust above pond full elevation
3e Describe the overall project in detail, including the type of equipment to be used The fixed piers and floating docks will
be constructed per the included structural plans The concrete canoe launch will be cast in place construction
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 XNo Unknown
Comments
4b
If the Corps made the jurisdictional determination, what type
of determination was made?
Preliminary Final
4c
If yes, who delineated the jurisdictional areas?
Name (if known)
Agency /Consultant Company
Other
4d
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?
XYes No Unknown
5b If yes, explain in detail according to "help file" instructions The adjacent park parcel to the south of this site has been
approved through DWR for Riparian Buffer Impact Authorizations This boat launch site will also be coordinated with the
Regional DWR office for approval of lake impacts The dock plans will also be submitted to Duke Energy for review against
their Shoreline Management Guidelines
6.
Future Project Plans
6a
Is this a phased project?
Yes XNo
6b
If yes, explain
Page 3 of 10
PCN Form —Version 14 January 2009

C. Proposed Impacts Inventory
1. Impacts Summary
la Which sections were completed below for your project (check all that apply)
Wetlands Streams — tributaries Buffers XOpen Waters Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted
2a
Wetland impact
number
Permanent (P) or
Temporary T
2b
Type of impact
2c
Type of wetland
2d
Forested
2e
Type of jurisdiction
Corps (404,10) or
DWQ (401, other)
2f Area
of
impact
(acres)
W1
W2
W3
W4
W5
W6
2g Total Wetland Impacts:
2h Comments
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted
3a
Stream impact
number
Permanent (P) or
Temporary (T)
3b
Type of impact
3c
Stream name
3d
Perennial (PER) or
intermittent (INT)?
3e
Type of
jurisdiction
3f
Average
stream
width
(feet)
3g
Impact
length
(linear
feet)
S1
S2
S3
S4
S5
S6
3h Total stream and tributary impacts
31 Comments
Page 4 of 10
PCN Form — Version 1 4 January 2009

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U S then indivii ually list all open water impacts below
4a
Open water
impact number
Permanent (P) or
Temporary
4b
Name of waterbody
(if applicable
4c
Type of impact
4d
Waterbody
type
4e
Area of impact (acres)
01 P
Lake Wylie
Fill
Lake
244 SF
02 P
Lake Wylie
Fill
Lake
175 SF
03 P
Lake Wylie
FIII
Lake
214 SF
04 P
Lake Wylie
FIII
Lake
38 SF
4f Total open water impacts
1,071 SF or 0 025 Ac
4g Comments Impacts are due to concrete ramps that lead up to the new docks and the concrete area of the canoe launch All proposed concrete
falls within the limits of the Lake Wylie "pond full" elevation of 569 4', therefore they are considered open water impacts
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below
5a
Pond ID number
5b
Proposed use or
purpose of pond
5c
Wetland Impacts (acres)
5d
Stream Impacts (feet)
5e
Upland
(acres)
Flooded
Filled
Excavated
Flooded
Filled
Excavated
P1
P2
5f Total:
5g Comments
5h Is a dam high hazard permit required?
Yes No If yes, permit ID no
51 Expected pond surface area (acres)
5j Size of pond watershed (acres)
5k Method of construction
6 Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below If yes, then individually list all buffer impacts
below If any impacts require mitigation. then vou MUST fill out Section D of this form
6a. Project is in which protected basin?
Neuse Tar - Pamlico Catawba Randleman Other
6b
Buffer Impact
number —
Permanent (P) or
Temporary
6c
Reason for impact
6d
Stream name
6e
Buffer
mitigation
required?
6f
Zone 1
impact
(square
feet )
6g
Zone 2
impact
(square
feet
131
B2
B3
B4
B5
B6
6h Total Buffer Impacts-
61 Comments
Page 5 of 10

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project Ramps are required
to give ADA access to the dock facilities and a clear path must be provided above the pond full elevation of 569 4' The
concrete ramps extend just beyond this elevation at a minimum S'C' c �„dC�Q S N���e InL'►, �'ti f �d ✓`tt �y{„
lb Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques Docks
will be constructed using piles to minimize impact to waters
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a Does the project require Compensatory Mitigation for
impacts to Waters of the U S or Waters of the State?
Yes XNo
2b If yes, mitigation is required by (check all that apply)
DWQ Corps
2c If yes, which mitigation option will be used for this
project
Mitigation bank
Payment to in -lieu fee program
Permittee Responsible Mitigation
3 Complete if Using a Mitigation Bank
3a Name of Mitigation Bank
3b Credits Purchased (attach receipt and letter)
Type
Type
Type
Quantity
Quantity
Quantity
3c Comments
4. Complete if Making a Payment to In -lieu Fee Program
4a Approval letter from in -lieu fee program is attached
Yes
4b Stream mitigation requested
linear feet
4c If using stream mitigation, stream temperature
4d Buffer mitigation requested (DWQ only)
square feet
4e Riparian wetland mitigation requested
acres
4f Non - riparian wetland mitigation requested
acres
4g Coastal (tidal) wetland mitigation requested
acres
4h Comments
5 Complete if Using a Permittee Responsible Mitigation Plan
5a If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan
Page 6 of 10
PCN Form — Version 1 4 January 2009

6 Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
Yes XNo
6b If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the
amount of mitigation required
Zone
6c
Reason for impact
6d
Total impact
(square feet)
Multiplier
6e
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1 5
6f Total buffer mitigation required-
6g If buffer mitigation is required, discuss what type of mitigation is proposed (e g , payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund)
6h Comments
Page 7 of 10

E.
Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
la
Does the project include or is it adjacent to protected riparian buffers identified
XYes No
within one of the NC Riparian Buffer Protection Rules?
1 b
If yes, then is a diffuse flow plan included? If no, explain why Impacts are within
open waters only as defined by the pond full elevation of 569 4' This pond full line is
Yes XNo
indicated
on the included exhibits and Sheet S7 0 Concrete that is shown is necessary
for
proposed facilities due to ADA access and Duke Shoreline Management Guidelines
2
Stormwater Management Plan
2a
What is the overall percent imperviousness of this project?
2b
Does this project require a Stormwater Management Plan?
Yes XNo
2c
If this project DOES NOT require a Stormwater Management Plan, explain why The only increase in impervious area is for
ramps to dock facilities
2d
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan
2e
Who will be responsible for the review of the Stormwater Management Plan?
3.
Certified Local Government Stormwater Review
3a
In which local government's jurisdiction is this project?
Phase II
3b
Which of the following locally - implemented stormwater management programs
NSW
USMP
apply (check all that apply)
XWater Supply Watershed
Other
3c
Has the approved Stormwater Management Plan with proof of approval been
Yes XNo
attached?
4.
DWQ Stormwater Program Review
Coastal counties
HQW
4a
Which of the following state - implemented stormwater management programs apply
ORW
(check all that apply)
Session Law 2006 -246
Other
4b
Has the approved Stormwater Management Plan with proof of approval been
Yes No
attached
5.
DWQ 401 Unit Stormwater Review
5a
Does the Stormwater Management Plan meet the appropriate requirements?
Yes No
5b
Have all of the 401 Unit submittal requirements been met?
Yes No
Page 8 of 10
PCN Form — Version 1 4 January 2009

F. Supplementary Information
1
Environmental Documentation (DWQ Requirement)
1 a
Does the project involve an expenditure of public (federal /state /local) funds or the
XYes
No
use of public (federal /state) land?
1 b
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
Yes
XNo
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c
If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
letter)
Yes
No
Comments
2.
Violations (DWQ Requirement)
2a
Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500), Isolated
Wetland Rules (15A NCAC 2H 1300), DWQ Surface Water or Wetland Standards,
Yes
XNo
or Riparian Buffer Rules (15A NCAC 2B 0200)?
2b
Is this an after - the -fact permit application?
Yes
XNo
2c
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s)
3.
Cumulative Impacts (DWQ Requirement)
3a
Will this project (based on past and reasonably anticipated future impacts) result in
Yes
XNo
additional development, which could impact nearby downstream water quality?
3b
If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy If you answered "no," provide a short narrative description
4.
Sewage Disposal (DWQ Requirement)
4a Clearly detail the ultimate treatment methods and disposition (non - discharge or discharge) of wastewater generated from
the proposed project, or available capacity of the subject facility
Page 9 of 10
PCN Form — Version 1 4 January 2009

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a Will this project occur in or near an area with federally protected species or
Yes XNo
habitat'?
—
5b Have you checked with the USFWS concerning Endangered Species Act
Yes XNo
impacts?
—
5c If yes, indicate the USFWS Field Office you have contacted
5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat? NC State Historic Preservation Office Nothing occurs on this parcel, but there is a threatened species on the
east side of the river Distance from site 0 4 miles, Species Name Symphyotnchum Georgianum, Common Name Georgia
Aster, NC Status Threatened, Element of Occurance ID 26921
6 Essential Fish Habitat (Corps Requirement)
6a Will this project occur in or near an area designated as essential fish habitat?
Yes XNo
6b What data sources did you use to determine whether your site would impact Essential Fish Habitat?
7 Historic or Prehistoric Cultural Resources (Corps Requirement)
7a Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
Yes XNo
status (e g , National Historic Trust designation or properties significant in
—
North Carolina history and archaeology)?
7b What data sources did you use to determine whether your site would impact historic or archeological resources? Per North
Carolina State Historic Preservation Office, the site is near "determined eligible" sites but they are not officially designated GS
1483 Belmont National Guard Armory 2010 & GS Sloans Ferry Bridge 2005 are the references
8. Flood Zone Designation (Corps Requirement)
8a Will this project occur in a FEMA- designated 100 -year floodplain?
XYes No
8b If yes, explain how project meets FEMA requirements WKD has determined that there will be no significant impact to flood
waters with these proposed features
8c What source(s) did you use to make the floodplain determination? Online at ncfloodmaps com
carry L CJI 1U l'rPpl,canj,
/2`lftJ—
113 0/t
Applicant/Agent's Printed Na'm'e
Applicant /Agent's Signature (,agent's
Date
signature is valid only if an authorization letter
from the applicant is provided
Page 10 of 10

DWR — Open Water Impact Justification Narrative
Kevin Loftin Riverfront Park — Dale Landing (Boat Launch Site)
The following are supplemental narrative items related to the PCN form for the Kevin Loftin
Riverfront Park — Dale Landing (Boat Launch Site)-
D. Impact Justification and Mitigation
1a Specifically describe measures taken to avoid or minimize the proposed impacts in designing the
project
Lake Wylie's target year round water surface elevation is 566.4' The "pond full"
elevation as controlled by the dam is 569 4' For reference, Exhibit 2 shows that the
location of the 569 4' elevation for this boat launch site falls within the existing gravel
driveway and turnaround area The following impacts are shown on the included
Exhibit 2 map
01— Open Water Impact
This impact is a result of installing a stepped concrete canoe launch that will be
partially submerged throughout the year Park users will be able to walk their canoe
down the steps and place it parallel to the long ended side of the launch This
launch layout allows users to load supplies and enter the canoe from the side.
02 & 03 — Open Water Impacts
This impact is a result of providing ramps to the fixed piers adjacent to the existing
concrete boat ramp Per the Duke Energy Shoreline Management Guidelines (SMG)
which are required to be met with this work, fixed piers must be at a minimum 1'
above the pond full elevation of 569.4' We have proposed the fixed piers at 570.4'
due to this requirement. Part of the gravel drive and turnaround area is submerged
during the pond full event Therefore, we have extended concrete ramps to just
above the 569 4' elevation. These ramps also provide ADA access with running
slopes less than 5% It is important to note that the concrete ramps will not be
submerged in water for the majority of the year since the target pond full elevation is
most likely to hover around 566 4'
04 — Open Water Impact
Justification for the impact of 04 is similar to that of 02 & 03 above, however, we
had to extend the ramp a bit farther to hit the 569.4' elevation while also maintaining
part of the gravel access trail leading to the south of the docks. The separation of the
right fixed pier and the boat slips is based on the requirements with the Duke
Energy SMG The boat slips must have at least twice of the length of the slip in clear
space beyond the end of the slip.
WDICKSON

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Page h of 4
i
!
1 1
t Doc ID 016058270004 Type CRP
1'f Recorded 02 /19/2014 at 01 53 29 Pry
Fee Amt $136 00 Pape 1 of 4
Revenue Tax $110 00
Instrq 201400026690
Gaston, NC
t , - Susan S LockridAe Register of Deeds
8x4717 PG1957 -1960
R CORDNG FER
�- ;
EXCISE TAX PAID
I ,
ti NORTH CAROLINA NON - WARRANTY DEED
Excise TaY $ 11000 `
Parcel Identifier Nd _ Verified by County on the —_ day oL 20_
By
1
Mail/Box to Crantee
Parks H Wilson Jr, Attorney at Law RE401Il PO Box 2187 Gastonia_ NC 28053
This SnstruihcnY was prepared by _ Y i ) _ _
Brief descnptto� for the Irdex:'LOT Deed Drawn Only, No I the Exam,
THIS D] ED ma�� this 19th dayof February 20 14 by and between
GRANTOR , GRANTEE
ROGFR DAI E WILLAR$, Utunarri4 ~� `
CITY OF BELMONT
1 - a North Carolina municipal corporation
PO Box 431
1 Belmont, NC 28012
Enter in appropriate block for each GranueYand Grantee named mailtgg address, and, if appropriate character of entity, e g
corporation or partnership
The designation Grantor and Grantee as uged hereinlshail include said 4rtiesl, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by' context I
WITtN'ESSFTH, that the Grantor, for a valuable consideration paid by tfr- Ctran&L, the receipt of which is hereby acknowledged, has and
by these presents does grant, bargain, sell and convey tNdAhe Grantee in -fee simple, all that certain lot or parcel of land situated in the
Cityof —_`__ Belmont I Southootmt _ `Iowirshipi Qastcm County, North Carolina
and more particularly described as follows !
SFb AFTACHED SHEET FOR LEGAL DESCRIPTW )N
!
The property heremabove described was acquired by Grantor by instrument; r4ordcd 114 f Bogk __ i page
.l 1
All or a portion of the property herein conveyed —includes or X does not include the phinary residence off Grantor
NC Bar Assoclat,nn Fwri No 729 1 /If2010 ~-
Punted by Agreement with the NC Bar Assmianon '
_ ` r
I ry
1 1 t
4 `
r
Book. 4717 Page. 107 c `eq. 1

Page 12 of 4
r
r�
TO HA'1!E AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurftances thereto belongmg to the Grantee
in foe Fhnple
The Grantor iit�= no warranty, express or implied, as to title to the property hereuiabove described
j IN: WITKFSS WHEREOF, the Grantor has caused this instrument to y ex eh k4g,,�
-1.
Name) R )ALE W I LLARD Aj
'S
\.BY
President
ATfW
r
Secretary (Corporate Seal)
(SEAL,)
(SEAL)
AC=iy of Gallon
ry fibhc of the County and State aforesaid, certify that ROGER DALE W ILLARD, Unmarried
�O personally appeared before me this day and acknowledged
' mg mstrimietvt for the purposes therein expressed Witness my ]land and Notarial stamp or seal this
Wary 20 14
\ovember 9 „-2017 'r
k4 Notary Public Marleffe H Isenhour
State of North Carolina - County 4f r
I, the undersigned Notary Public of die county and State aforesaid, certify that
personally came before me this day and acknowledged than ji., is thb _ of
a North Carolina or
corporations meted liability conopany /gthetal pdtlneishipAimmted paitnershtp (strike through the inapphcable), and
that by authority duly given and as the act of-such entity, __hi soied the foregoing instrument in its name on its behalf as its act and
deed Witness my hand and Notarial staeip or seal, tiffs ._ ,•'day of , 20_
My Commission Expires _
_ tary Public
State of North Carolina - County of -
I, the undersigned Notary Pubic of %b Il aaty ` , W State aforesaid, terrify that
' r
Witness my band and Notarial stamp or seal, this dgy of ' J 20_
My Commission Expires
otary Public
The foregoing %,mUU ate(s) of
istam certified to be correct. This instrument and
an the fast page hereof
By
Am-duly registered at the date and time and'ipthe Book and Page shown
for t,^.*y
n v
Deputy/Assistant - Regai of Ifeedl
NC Bar Association Form No U7 @1-977, 2002 r r
Printed by Agreement with the NC Bar Association -1981 SoftPro Corporation;.J33,P Sue Forks Rd., Raleigh, NC 27609
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EXHIBIT "A"
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' i3F,GtNN1NG at an iron situate North 41 degrees 18 minutes 10 seconds East 39 22 feet from the
souttleaste -inmost corner of Willard, now or formerly, as described in Deed Book 2334 at Page 769 and
rurmng thei1cf, from said Beginning Point with division line of Willard, North 41 degrees 18 minutes 10
secondg Fast 84 92 feet to an iron thence the following seventy -three (73) courses and distances (1)
ti s''`outh r01 degrees 26 minutes 00 seconds East 7 76 feet to a point, (2) South 36 degrees 44 minutes 38
seconds East 11 4-2,Teet to a point, (3) South 33 degrees 54 minutes 30 seconds East 32 05 feet to a point,
(4), gouth 49, degrees ,l3 minutes 43 seconds East 31 71 feet to a point, (5) South 21 degrees 56 minutes
48 seconds 'Past 25 50, feet to a point, (6) South 44 degrees 05 minutes 15 seconds East 56 46 feet to a
piomt, (7) ,South 49 degrees 17 minutes 06 seconds East 5198 feet to a point, (8) South 72 degrees 54
minutes 17 seconds East 39 12 feet to a point (9) South 59 degrees 12 minutes l5 seconds East 14 24 feet
to a\ point, (1-0) South'00 degree 55 minutes 34 seconds East 15 60 feet to a point, (11) North 76 degrees
23 minutes 27 seconds Egst,2,8 88 feet to a point, (12) South 36 degrees 50 minutes 17 seconds East 8 86
feet to a point, (13) South 33 aegees 23 minutes 02 seconds East 13 86 feet to a point, (14) South 55
degrees A mmutgs 37 seconds East 17 52 feet to a point, (15) North 37 degrees 30 minutes 15 seconds
East 19 67,1'eet t' a,'potnt, (L6) North 49 degrees 47 minutes 33 seconds East 13 39 feet to a point, (17)
North 14 degr=4 0( minuti~s 43 seconds East 26 56 feet to a point, (18) North 08 degrees 35 minutes 47
seconds East 3 (`7_I feet tq a point, (19) N'orth'49 degrees 23 minutes 43 seconds East 12 73 feet to a
point, (20) North 74 degrees 04 mimites 46 seconds East 15 84 feet to a point, (21) North 10 degrees 42
minutes 28 seconds-East ;9'23 feet tp a point,-(22) North 87 degrees 23 minutes 44 seconds East 18 04
feet to a point, (23) North -03 degrePG 12 minutes 40 seconds East 46 00 feet to a point, (24) North 35
degrees 09 minutes 50 seconds East' 79 98 feet W a point, (25) North 85 degrees 58 minutes 35 seconds
East 15 41 feet to a 1: ))nt, (26) 196rth ,'00 degle� 55 T'0wi)tes 52 seconds East 7 21 feet to a point, (27)
South 74 degrees l 1 mmul'es l- l`secolids East ? 33--tfet to'�,pomt, (28) South 27 degrees 00 minutes 27
seconds East 14 18 feet to a point, (29) South JO degrees 39 minutes 44 seconds East 10 65 feet to a
point, (30) South 32 degrees 01 iminutes 31,ieconds East,8 37 feet to a point, (31) South 08 degrees 28
minutes 08 seconds East 26 01 (:eet to a point; (32) Soulh'43 degrees 49 minutes 32 seconds East 13 54
feet to a point, (33) South 08 degrees 53; minufgs 03 sebAds Fast 18 14 feet to a point, (34) South 06
degrees 42 minutes 16 seconds East 56 04 feet to a point, (35)J �dutk 17 degrees 29 minutes 15 seconds
East 100 35 feet to a point, (36) South 10 degree% 16 mirrVte's 371 sceonis East 10 22 feet to a point, (37)
South 27 degrees 15 minutes 00 seconds- Lgsj,i3 69 feet t(�a point, (38),South 31 degrees 10 minutes 51
seconds East 15 59 feet to a point, (39) South 50 degrees 13•gifrytes,36 seconds East 12 90 feet to a
point, (40) South 16 degrees 45 minutes 26 seconds 3�ast 2 25 feat to a point, (41) South 58 degrees I I
minutes 54 seconds East 12 58 feet to a point, (42) South 10 degrees 25 minutes 02 seconds East 6 42 feet
to a point, (43) North 85 degrees 28 minutes 54 seconds East 2 72 feet to a point, (44) South 80 degrees
30 minutes 05 seconds East 13 28 feet to a pomr, (451 South 48 degftes 39 minutes 09 seconds East 18 18
feet to a point, (46) South 03 degrees 29 mmutes,44,seconds East 20 12 feet to a point, (47) South 19
degrees 27 minutes 32 seconds Fast 12 62 feet to a pyoint, (48) South l`�rees 26 minutes 32 seconds
East 16 26 feet to a point, (49) South 22 degrees 46 minutes 05 §eaonds East 7 04 feet to a point, (50)
South 04 degrees 09 minutes 37 seconds East 21 21 feet to a point, (5)) South' 6 degrees 09 minutes 45
seconds East 18 77 feet to a point, (52) South 72 degrees -09 mjintrtes 46 sends East 7,24'feet to a point,
(53) South 21 degrees 07 degrees 46 seconds East 1121 feet t» aipomt, (54) iouth 37 degrees 49 minutes
46 seconds East 16 02 feet to a point, (55) South 24 degrees 39 Immutel; 41; seeorids East 15 416 feet to a
point, (56) North 39 degrees 47 minutes 16 seconds East 7 41 feet to it point, (579?iroft`s �4,degrees 45
minutes 12 seconds East 10 70 feet to a point, (58) North 45 degrees 12.4mintws 48 se onrls Fast 12 96
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Book.4717 Page. 147 <eq. 3

Page N of 4 4
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+ feet �o q point, (59) North 18 degrees 11 minutes 56 seconds Last 12 68 feet to a point, (60) North 42
degrees 23 minutes 11 seconds East 12 21 feet to a point, (61) North 07 degrees 44 minutes 05 seconds
East 10 69 feet to a point, (62) North 18 degrees 52 minutes 25 seconds East 34 12 feet to a point, (63)
North 25 degrees 00 minutes 19 seconds East 40 81 feet to a point, (64) North 58 degrees 40 minutes 23
seconds ant 42 65 feet to a point, (65) North 67 degrees 56 minutes 13 seconds East 23 45 feet to a
pglnt, ((A) North 58 degrees 28 minutes 16 seconds East 31 81 feet to d point, (67) North 40 degrees 10
minute,4 14 seconds East 42 17 feet to a point, (68) North 31 degrees 28 minutes 18 seconds East 59 44
' Meet to a point, (69) North 22 degrees 55 minutes 15 seconds East 73 03 feet to a point, (70) North 28
�- degcr e&-57, minutes 41 seconds East 56 68 feet to a point, (71) North 19 degrees 12 minutes 33 seconds
East 9 i8 feet to a point, (72) North 49 degrees 25 minutes 34 seconds East 16 86 feet to a point, and
(73) North 34 degrees 20 minutes 04 seconds East 42 52 feet to the point and place of Beginning and
- srcontailiing 1 403 acres, more or less
The foregoing descnp{ion is designated as Tract A on an unrecorded survey entitled 'Survey Made At the
Request of City of Bolmont' prepared by Tanner & McConnaughey, P A R S and dated February 2,
2007 I
Grantor 'further grants, quitclaims and conveys without warranty the rights to use the waters of the
Catawba Aiver or Its trk ips relating to the above described real property and contiguous to the
property described in,9ook 2334,at Page 769 for boating, fishing and other rights and uses as described
therein together with all rights desGnbed and stated in Deed Book 1270 at Page 471, Deed Book 348 at
Page 147, Ned Took 279 at +P�ge 36 and Deed Book 155 at Page 343, all recorded in the Gaston County
Registry, mdad glrhose arias esignated the rPjn as partly covered by eater
f
Grantor further grants and conveys +h ,right of way for access, ingress, egress and regress as currently
cxists ovcr and acroas the:roaldway on t�6 real ' property described in Deed Book 2334 at Page 769 to the
real property being herein Wnveyed
For chain of title reference is herby made to'those cprtw,! deeds recorded in Deed Book 2334 at Page
769, Deed Book 1270 at Page 471, Deed Book 349'at Page 147, Deed Book 279 at Page 36 and Deed
Book 155 at Page 343, all recopd in the Gaston:County Registry, together with all prior deeds and
conveyances and land grants refgrenced in Ditd.Book 155`4t Page 343, Gaston County Registry
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Map projed": Web Mercator Corner coordinates: WGS84 Edge tics: UM Zane 17N WGS84
USDA Natural Resources Web Soil Survey
aM Conservation Service National Cooperative Soil Survey
Soil Map — Gaston County, North Carolina
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Soil Map — Gaston County, North Carolina
Map Unit Legend
Gaston County, North Carolina (NC071)
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
ChA Chewacla loam, 0 to 2 percent 1.1 46.9%
slopes, frequently flooded
W Water 1.2 53.1%
Totals for Area of Interest 2.3 100.0%
USDA Natural Resources Web Soil Survey 1/30/2015
Conservation Service National Cooperative Soil Survey Page 3 of 3

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KEVIN LOFTIN RIVERFRONT PARK
FOR THE
CITY OF BELMONT
BELMONT, NORTH CAROLINA
JANUARY 2015
WK DICKSON PROJECT NO 20110214 00 RA
PARK ADDRESS
1400 EAST CATAWBA STREET
ELECTRIC METER
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MONITORING WELL
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BELMONT, NORTH CAROLINA
JANUARY 2015
WK DICKSON PROJECT NO 20110214 00 RA
PARK ADDRESS
1400 EAST CATAWBA STREET
c OAT LAUNCH 7r
SITE a 5 `3,i
VICINITY MAP
NTS
LIST OF DRAWINGS
CIVIL DRAWINGS SHEET ARCHITECTURAL DRAWINGS SHEET
COVER SHEET C -1 APPENDIX B Al 0
GENERAL NOTES & C -2 FLOOR PLAN RCP SCHEDULES A20
EXISTING CONDITIONS DOOR DETAILS
DEMOLITION PLAN C -3 ELEVATIONS ROOF PLAN A30
AND DETAILS
DEMOLITION PLAN C -4
WALL SECTIONS A40
SITE PLAN C -5
FLOATING DOCK DETAILS AS 0
SITE PLAN C -6
ELECTRICAL SCHEDULES El
GRADING AND DRAINAGE PLAN C -7 LEGENDS, AND NOTES
GRADING AND DRAINAGE PLAN C -8 ELECTRICAL SHELTER PLANS Ell
SCHEDULES, DETAILS AND RISER
UTILITY PLAN C -9
ELECTRICAL SITE PLAN - E7 2
UTIUTY PLAN C -10 RESTROOM & PICNIC SHELTERS
EROSION CONTROL PLAN PH 1 C -11 AMPHITHEATER ELECTRICAL PLAN E13
SCHEDULE DETAILS AND RISER
EROSION CONTROL PLAN PH 2 C -12
ELECTRICAL DETAILS Et 4
PLANTING PLAN C -13
MECHANICAL PLAN M10
EROSION CONTROL C -14
NOTES & DETAILS PLUMBING LEGEND SCHEDULE POI
AND DETAILS
EROSION CONTROL DETAILS C -15
PLUMBING RISER DIAGRAMS P02
UTILITY DETAILS C -16
PLUMBING FLOOR PLAN P11
UTILITY DETAILS C -17
DRAINAGE DETAILS C -18 STRUCTURAL DRAWINGS
DRAINAGE DETAILS C -19 FOUNDATION PLAN & SECTIONS sl0
SITE DETAILS C -20 FRAMING PLANS S20
SITE DETAILS C -21 BUILDING SECTIONS S30
SHELTER DETAILS C -22 OBSERVATION DECK AND PIER S40
PLANS AND SECTIONS
SITE AMENITIES C -23
OBSERVATION DECK AND PIER S50
SITE AMENITIES C -24 SECTIONS
AMPHITHEATER DETAILS C -25 OBSERVATION DECK AND PIER S51
SECTIONS
SEGMENTAL BLOCK WALL DETAILS C -26
WALKWAY PLANS AND SECTIONS S60
BOAT LAUNCH SITE DRAWINGS
GENERAL LAYOUT PLAN S70
FLOATING DOCK PLAN S80
FIXED PIERS AND S81
CANOE /KAYAK LAUNCH PLANS
FLOATING DOCK FRAMING PLAN 590
FIXED PIER FRAMING PLANS S91
FIXED PIER FLOATING DOCK 5100
AND CANOE /KAYAK SECTIONS
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M W WILLARD ARCHITECT PLLC
3519 STRATFORD BLVD
WILMINGTON NC 28403
(910)297 -3665
MWWILLIARDGICLOUD COM
CHEATHAM & ASSOCIATES, P A.
CONSULTING ENGINEERS
3412 ENTERPRISE DRIVE
WILMINGTON NC
(910)452 -4210
OFFICEOCHEATHAMPA COM
NC LICENSE Ik C -1073
STRUCTURAL ENC�NEER
DAVID TERKELTOUB AND ASSOCIATES PC
CONSULTING ENGINEERS
902 PINE GROVE DRIVE
WILMINGTON NC 28409
(910)794 -3070
WK616 COLONNADE DRIW
WK CHARLOIIE NC 28205
DICKSON Dfr ce Lowtiuna �' J'F5348
community Inhvstructum corlsWtmts swm C—I�a
a Georgia
K uosnc xa r-ons W K DICKSON PROJECT NO 20110214 00 RA
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VICINITY MAP
NTS
LIST OF DRAWINGS
CIVIL DRAWINGS SHEET ARCHITECTURAL DRAWINGS SHEET
COVER SHEET C -1 APPENDIX B Al 0
GENERAL NOTES & C -2 FLOOR PLAN RCP SCHEDULES A20
EXISTING CONDITIONS DOOR DETAILS
DEMOLITION PLAN C -3 ELEVATIONS ROOF PLAN A30
AND DETAILS
DEMOLITION PLAN C -4
WALL SECTIONS A40
SITE PLAN C -5
FLOATING DOCK DETAILS AS 0
SITE PLAN C -6
ELECTRICAL SCHEDULES El
GRADING AND DRAINAGE PLAN C -7 LEGENDS, AND NOTES
GRADING AND DRAINAGE PLAN C -8 ELECTRICAL SHELTER PLANS Ell
SCHEDULES, DETAILS AND RISER
UTILITY PLAN C -9
ELECTRICAL SITE PLAN - E7 2
UTIUTY PLAN C -10 RESTROOM & PICNIC SHELTERS
EROSION CONTROL PLAN PH 1 C -11 AMPHITHEATER ELECTRICAL PLAN E13
SCHEDULE DETAILS AND RISER
EROSION CONTROL PLAN PH 2 C -12
ELECTRICAL DETAILS Et 4
PLANTING PLAN C -13
MECHANICAL PLAN M10
EROSION CONTROL C -14
NOTES & DETAILS PLUMBING LEGEND SCHEDULE POI
AND DETAILS
EROSION CONTROL DETAILS C -15
PLUMBING RISER DIAGRAMS P02
UTILITY DETAILS C -16
PLUMBING FLOOR PLAN P11
UTILITY DETAILS C -17
DRAINAGE DETAILS C -18 STRUCTURAL DRAWINGS
DRAINAGE DETAILS C -19 FOUNDATION PLAN & SECTIONS sl0
SITE DETAILS C -20 FRAMING PLANS S20
SITE DETAILS C -21 BUILDING SECTIONS S30
SHELTER DETAILS C -22 OBSERVATION DECK AND PIER S40
PLANS AND SECTIONS
SITE AMENITIES C -23
OBSERVATION DECK AND PIER S50
SITE AMENITIES C -24 SECTIONS
AMPHITHEATER DETAILS C -25 OBSERVATION DECK AND PIER S51
SECTIONS
SEGMENTAL BLOCK WALL DETAILS C -26
WALKWAY PLANS AND SECTIONS S60
BOAT LAUNCH SITE DRAWINGS
GENERAL LAYOUT PLAN S70
FLOATING DOCK PLAN S80
FIXED PIERS AND S81
CANOE /KAYAK LAUNCH PLANS
FLOATING DOCK FRAMING PLAN 590
FIXED PIER FRAMING PLANS S91
FIXED PIER FLOATING DOCK 5100
AND CANOE /KAYAK SECTIONS
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098086 W_
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CONSULTANTS
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M W WILLARD ARCHITECT PLLC
3519 STRATFORD BLVD
WILMINGTON NC 28403
(910)297 -3665
MWWILLIARDGICLOUD COM
CHEATHAM & ASSOCIATES, P A.
CONSULTING ENGINEERS
3412 ENTERPRISE DRIVE
WILMINGTON NC
(910)452 -4210
OFFICEOCHEATHAMPA COM
NC LICENSE Ik C -1073
STRUCTURAL ENC�NEER
DAVID TERKELTOUB AND ASSOCIATES PC
CONSULTING ENGINEERS
902 PINE GROVE DRIVE
WILMINGTON NC 28409
(910)794 -3070
WK616 COLONNADE DRIW
WK CHARLOIIE NC 28205
DICKSON Dfr ce Lowtiuna �' J'F5348
community Inhvstructum corlsWtmts swm C—I�a
a Georgia
K uosnc xa r-ons W K DICKSON PROJECT NO 20110214 00 RA
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098086 W_
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CONSULTANTS
\\��11111 I
M W WILLARD ARCHITECT PLLC
3519 STRATFORD BLVD
WILMINGTON NC 28403
(910)297 -3665
MWWILLIARDGICLOUD COM
CHEATHAM & ASSOCIATES, P A.
CONSULTING ENGINEERS
3412 ENTERPRISE DRIVE
WILMINGTON NC
(910)452 -4210
OFFICEOCHEATHAMPA COM
NC LICENSE Ik C -1073
STRUCTURAL ENC�NEER
DAVID TERKELTOUB AND ASSOCIATES PC
CONSULTING ENGINEERS
902 PINE GROVE DRIVE
WILMINGTON NC 28409
(910)794 -3070
WK616 COLONNADE DRIW
WK CHARLOIIE NC 28205
DICKSON Dfr ce Lowtiuna �' J'F5348
community Inhvstructum corlsWtmts swm C—I�a
a Georgia
K uosnc xa r-ons W K DICKSON PROJECT NO 20110214 00 RA

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EXISTNO FACILITIES OR TREES SHALL BE REPAIRED TO THE OWNER'S SATISFACTION AND AT
NO ADDITIONAL EXPENSE TO THE OWNER.
2. SEE SHEET C -1 FOR VICINITY MAP OF BOAT LAUNCH STE.
3. CONSTRUCTION OF FLOATING DOCKS, FIXED PIERS. AND CODE /KAYAK LAUNCH IS CONTINGENT
ON APPROVAL THROUGH DUKE ENEROYS SHORELINE MANAGEMENT GUIDELINES AND THE ARMY
CORPS OF ENGINEERS. AS A RESULT. CONSTRUCTION OF THESE ITEMS WILL NEED TO OCCUR
TOWMDS THE END OF THE PROJECT CONSTRUCTION SCHEDULE. THESE PERMITS WILL BE
PROVIDED BY THE ENGINEER
DAVID TERKELTOUB AND ASSOCIATES, P.C.
CONSULTING ENGINEERS
MAPPING NOTES
902 PINE GROVE ORIVE
1. EXSTING INFORMATION SHOW I
N ON THESE PLANS WAS TAKEN FROM SURVEY CdLPLETED BY
WELINGTON. NC 23409
SOUTHEAST GEOMATICS GROUP. INC.. DATED OCTOBER 21ST, 2014. HORIZONTAL COORDINATES
PHONE: [phone] FAX: [phone]
WN
SHO ARE BASED UPON THE NORTH AMERICAN DATUM OF 19&T /.- 2011. ELEVATIONS
DT PROJECT N0. 14022
BASED ON NAVD 88 /GEOID 2012
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QC
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DRAWING NUMBER
S91
PROJ NO 20110214 00 RA

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TREATED 4X10 NAILER CONT
1-4 3/4 0 X 18 H D GALV BOLT
-I -$
kW1 12' EMBEDMENT DEPTH
4 4
a q
CONCRETE ACCESS RAM
O 12 0 C MAX EA W Y TOP &
BOTTOM
1 -0" 1 1 REF PLAN I REF PLAN
1/20 GALV CARRIAGE —
BOLTS W/ FLAT WASHERS
TOP OF PIER ELEV = 570 40
W/ 3/ BOLTS
OGEE WASHERS J
O HEAD & NUT
8 -0
3 FLOATING DOCK ACCESS PIER BENZ
5100 SCALE 1/2 =1 -0"
8 -6"
6" WIDE COMPOSITE
DECKING ATTACH TO EA
STRINGER W/ (2) S S
DECK SCREWS
2 %10 FACE BAND
12-0
- 2 "X6 RAIL CAP
- 4 "X4" RAIL POST
O 4 -0" 0 C
- 2X6 COMPOSITE DECKING
ATTACH TO JOISTS W/ (2)
SS SCREWS O EA JOISTS
- 2 x4" RAIL
- 2X10 STRINGERS O 16 0 C
- 2x10 (DOUBLE)
- (2) 3/4 0 GALV BOLTS W/ 3
OGEE WASHERS O HEAD & NUT
- 8" 0 TREATED PILE
BOTTOM VARIES
ATTACH TO 2X6 W / "m [-RUB RAIL CONT TYP
CARRIAGE BOLTS O 6 -0"
OC
4 -O X8 -0 Xt -0 FLOAT
4 -0 "X8 "Xt -0" FLOAT
2X6 FLATWISE SPACE TO MATCH
LATWISE SPACE TO MATCH
BOLTING PATTERN OF FLOATS
DECKING ATTACH TO EA
2X6 STRINGERS O 16" 0 C +/-
TRINGERS O 16 0 C +/-
ATTACH TO END 2X6 W/ L 6X4X%X5"
CH TO END 2X6 W/ L 6X4Xi(J(5"
W /(4) )4 0 CARRIAGE BOLTS ATTACH 6
DECK SCREWS
LEG TO STRINGER
O STRINGER
STIFFENED CORNER
STIFFENED CORNER
BRACKET L MXBYX%X5"
ATTACH TO 2x6 W/ i6 "m
CARRIAGE BOLTS O 6
ATTACH TO FRAMING W/
-RUB RAIL CONT TYP
(4) )4 "0 CARRIAGE BOLTS
(4) )§ 0 CARRIAGE BOLTS
EA LEG
ALL HARDWARE SHALL BE HOT DIP GALVANIZED
s FLOATING DOCK
SECTION
S10 0 SCALE 3/4 " =1 -0"
510 0 SCALE 314" =1 -0"
12 -0°
4X10 GIRDER EA SIDE OF INSTALL LIGHT
PILE TYP REFLECTORS
4-0 ALONG 2X10
2X10 ® 16" 0 C TYP A BAND, TYP
2X6 COMPOSITE DECKING
TOP OF PIER ELEV =570 40
8'0 PILE TYP
12 -0" 1 12 -0" 1 12 -0"
FIXED PIER SECTION
SCALE 114 -1 -(Y'
2 "X6" RAIL CAP
2X2 PICKETS 4 X4 RAIL POST
FASTEN TO HORZ RAILS W/ O 4-0* 0 C
#16x 3/8 0 S S FLATHEAD SCREWS
(2 TOP RAIL 2 BOTTOM RAIL)
CHAMFER BOTTOM 45 2X6 COMPOSITE DECKING
ATTACH TO JOISTS W/ (2)
SS SCREWS O EA JOISTS
1/20 GALV CARRIAGE 2 "x4° RAIL
BOLTS W/ FLAT WASHERS
2X10 STRINGERS O 16 O C
2x10 (DOUBLE)
(2) 1/2 "0 GALV BOLTS Al
W/ 3" OGEE WASHERS
O HEAD & NUT
(4) FLOATING DOCK ACCESS PIER SECTION
10 0 SCALE 1/2=1 -0"
6 -6°
D "771
6" WIDE COMPOSITE
LATWISE SPACE TO MATCH
DECKING ATTACH TO EA
ATTACH TO JOISTS W/ (2)
TRINGERS O 16 0 C +/-
STRINGER W/ (2) SS
CH TO END 2X6 W/ L 6X4Xi(J(5"
DECK SCREWS
2X10 O 16" 0 C TYP
O STRINGER
2X10 FACE BAND
STIFFENED CORNER
ATTACH TO 2x6 W/ i6 "m
CARRIAGE BOLTS O 6
-RUB RAIL CONT TYP
OC
(4) )§ 0 CARRIAGE BOLTS
4 -6
6 WIDE COMPOSITE
DECKING ATTACH TO EA
STRINGER W/ (2) S S
DECK SCREWS
2X10 FACE BAND
ATTACH TO 2X6 W/ ;; /-RUB RAIL CONT TYP
CARRIAGE BOLTS O 6 -O"
OC
8 -0°
D "771
LATWISE SPACE TO MATCH
NG PATTERN OF FLOATS
ATTACH TO JOISTS W/ (2)
TRINGERS O 16 0 C +/-
CH TO END 2X6 W/ L 6X4Xi(J(5"
) )f"0 CARRIAGE BOLTS ATTACH 6
2X10 O 16" 0 C TYP
O STRINGER
STIFFENED CORNER
BRACKET L BXtX8 x%x5"
ATTACH TO FRAMING W/
I I 4X10 GIRDER EA SIDE OF PILE TYP I "
(4) )§ 0 CARRIAGE BOLTS
EA LEG
ALL HARDWARE SHALL BE HOT DIP GALVANIZED
��
"_1 FLOATING
DOCK T —HEAD SECTION
510 0 SCALE 314" =1 -0"
4 -6
6 WIDE COMPOSITE
DECKING ATTACH TO EA
STRINGER W/ (2) S S
DECK SCREWS
2X10 FACE BAND
ATTACH TO 2X6 W/ ;; /-RUB RAIL CONT TYP
CARRIAGE BOLTS O 6 -O"
OC
8 -0°
2X6 COMPOSITE DECKING
ATTACH TO JOISTS W/ (2)
S S SCREWS O EA JOISTS
2X10 O 16" 0 C TYP
I I 4X10 GIRDER EA SIDE OF PILE TYP I "
e/
3/4 "0 BOLT TYP
(2) 3/4 "0 BOLTS TYP
8 0 PILE TYP
"0 BOLT
W/ WOOD
SPACER
2X8 BRACE ATTACH TO
PILING W/(2) Y-0 BOLTS
EA END OF BRACE SEE
1/S100 FOR BRACE
LOCATIONS
4- 0 "X4 -0 "X1 " FLOA STIFFENED CORNER
BRACKET L BX2X8)gX%X5"
ATTACH TO FRAMING W/
(4) h 0 CARRIAGE BOLTS
EA LEG
2X6 STRINGERS O 16" 0 C
ATTACH TO END 2X6 W/ L 6%4X3'4%5"
W /(4) X 0 CARRIAGE BOLTS ATTACH 6
LEG TO STRINGER
2X6 FLATWISE SPACE TO MATCH
BOLTING PATTERN OF FLOATS
�,� ALL HARDWARE SHALL BE HOT DIP GALVANIZED
1 FLOATING DOCK FINGER PIER SECTION
S10 0 SCALE 3/4 " =1 -0"
6 -10"
1 \ FIXED PIER SECTION
S10 0 SCALE 1/2 = 1 -0 9
12-0
4 TREADS O 3-0, = 12-0' w
N
y5 O 10" O C E I -
TOP AND BOTTOM
4
O
3-3' [41 6
1 CANOE / KAYAK LAUNCH SECTION
5100 1/4 =1 -0"
-Al ANU I:LLA I bLUUK I
Lsxsxt /4x6
(2) 1/2 0 BOLTS
CLEAT CONNECTION, TYP
S100 11/2 " =1-0
®DAVID TERKELT AND ASSOCIATES, P C
CONSULTING ENGINEERS
902 PINE DROVE DRIVE
MI- MINGTON NO 26409
PHONE [phone] FAX [phone]
DT PROJECT NO 14022
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PROD DATE
Q
O C DATE
DRAWING NUMBER
S100
PROJ NO 20110214 00 RA