20220957 Ver 1_ePCN Application_20220713

Pre -Construction Notification (PCN) Form
For Nationwide Permits and Regional General Permits
(along with corresponding Water Quality Certifications)
April 13, 2022 Ver 4.3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
OO Yes
O No
Is this project a public transportation project?*
OYes 0No
Change only if needed.
Pre -Filing Meeting Date Request was submitted on:
7/11/2022
BIMS # Assigned* Version#*
20220957 1
Is a payment required for this project?*
O No payment required
O Fee received
O Fee needed - send electronic notification
Select Project Reviewer*
Colleen Cohn:eads\cmcohn
Information for Initial Review
Reviewing Office*
Raleigh Regional Office - [phone]
la. Name of project:
421 Bridge Kayak Launch
la. Who is the Primary Contact?*
Myers Mast
lb. Primary Contact Email:*
lc. Primary Contact Phone:*
[e-mail] [phone]
Date Submitted
7/13/2022
Nearest Body of Water
Deep River
Basin
Cape Fear
Water Classification
WS-IV
Site Coordinates
Latitude:
35d 32' 44"
A. Processing Information
Longitude:
79d 15' 08"
County (or Counties) where the project is located:
Lee
Is this a NCDMS Project
0Yes ONo
Is this project a public transportation project?*
0Yes ONo

la. Type(s) of approval sought from the Corps:
EI Section 404 Permit (wetlands, streams and waters, Clean Water Act)
EI Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
Has this PCN previously been submitted?*
0 Yes
O No
1b. What type(s) of permit(s) do you wish to seek authorization?
O Nationwide Permit (NWP)
0 Regional General Permit (RGP)
0 Standard (IP)
lc. Has the NWP or GP number been verified by the Corps?
OYes 0No
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
O 401 Water Quality Certification - Regular
O Non-404 Jurisdictional General Permit
0 Individual 401 Water Quality Certification
18 - Minor Discharges
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR 401 Certification:
For the record only for Corps Permit:
If. Is this an after -the -fact permit application?*
O Yes O No
0 401 Water Quality Certification - Express
0 Riparian Buffer Authorization
lg. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
O Yes O No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
O Yes O No
lh. Is the project located in any of NC's twenty coastal counties?
O Yes O No
1j. Is the project located in a designated trout watershed?
OYes 0No
B. Applicant Information
0Yes ONo
OYes 0No
Id. Who is applying for the permit?
0 Owner J Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
0 Yes ® No
2. Owner Information
2a. Name(s) on recorded deed:
State of North Carolina
2b. Deed book and page no.:
2c. Contact Person:
2d. Address
Street Address
Highway Division 8
Address Line 2
121 DOT Drive
City
Carthage
Postal / Zip Code
28327
State / Province / Region
NC
Country
Lee

2e. Telephone Number:
[phone]
2f. Fax Number:
2g. Email Address:*
[e-mail]
3. Applicant Information (if different from owner)
3a. Name:
Myers Mast
3b. Business Name:
NCWRC
3c. Address
Street Address
1720 Mail Service Center
Address Line 2
City
Raleigh
Postal / Zip Code
27699
3d. Telephone Number:
[phone]
3f. Email Address:*
[e-mail]
C. Project Information and Prior Project History
State / Province / Region
NC
Country
Wake
3e. Fax Number:
1. Project Information
1 b. Subdivision name:
(if appropriate)
lc. Nearest municipality / town:
Sanford
2. Project Identification
2a. Property Identification Number:
2c. Project Address
Street Address
3190 US 421
Address Line 2
City
Sanford
Postal / Zip Code
27330
3. Surface Waters
3a. Name of the nearest body of water to proposed project: *
Deep River
3b. Water Resources Classification of nearest receiving water: *
WS-Iv
3c. What river basin(s) is your project located in?*
Cape Fear
3d. Please provide the 12-digit HUC in which the project is located.
030300030607
4. Project Description and History
2b. Property size:
1.613
State / Province / Region
NC
Country
Lee
4a. 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 current site is a small gravel driveway and parking area that provides access to undemeath the Highway 421 Bridge at the Deep River in Lee County. The site is generally used for
bridge maintenance. The adjacent land use is vacant/rural.

4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
0 Yes OO No 0 Unknown
4f. List the total estimated acreage of all existing wetlands on the property:
n/a
4g. List the total estimated linear feet of all existing streams on the property:
235
4h. Explain the purpose of the proposed project:*
To provide free, public water access for paddling activities. The access point will provide a linkage to other acess points along the Deep River.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used: *
This project will construct a kayak launch on the Deep River in Lee County, within the Highway 421 right-of-way. Construction will include six new gravel parking spaces, on concrete ADA
parking space, 64 LF of concrete sidewalk, 62 LF of concrete stairs with handrail and boat slide, concrete pad and articulated concrete mat for kayak launching ramp. All associated
grading, drainage, erosion control, signage and seeding included as well.
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the property or proposed impact areas? *
0 Yes
Comments:
O No
5b. If the Corps made a jurisdictional determination, what type of determination was made? *
O Preliminary O Approved 0 Not Verified 0 Unknown O N/A
Corps AID Number:
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
6. Future Project Plans
6a. Is this a phased project?*
Yes O No
0 Unknown
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
D. Proposed Impacts Inventory
1. Impacts Summary
la. Where are the impacts associated with your project? (check all that apply):
O Wetlands O Streams -tributaries
O Open Waters O Pond Construction
3. Stream Impacts
O Buffers
3a. Reason for impact (?)
3b.lmpact type*
3c. Type of impact*
3d. S. name*
3e. Stream Type*
(?)
3f. Type of
Jurisdiction*
3g. S. width
3h. Impact
length*
S1
Kayak Launch construction
Permanent
Fill
Deep River
Perennial
Both
150
Average (feet)
38
(linear feet)
3i. Total jurisdictional ditch impact in square feet:
0
3i. Total permanent stream impacts:
38
3i. Total stream and ditch impacts:
38
3j. Comments:
E. Impact Justification and Mitigation
3i. Total temporary stream impacts:
0

1. Avoidance and Minimization
la. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
The pad and ramp are designed at a minimal size to provide canoe and kayak access. The ramp only extends into the water enough to provide a depth
of water needed to float a canoe or kayak at the normal water line fluctuations. This design is the alternative to a single lane concrete boat ramp
lb. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
The launch pad will be built upon a soil and stone fill base allowing steep sides to get back to grade quickly. Minor earth will be removed so that
articulated concrete pad can get to launching depth while running close to parallel to the shore rather than perpendicular. A crane will place the ramp in
place to eliminate need for any heavy equipment close to the river.
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
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
la. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
Yes J No
If no, explain why:
Project is within Cape Fear River Basin
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
OYes3 No
2b. Does this project meet the requirements for low density projects as defined in 15A NCAC 02H .1003(2)?
OYes 0No
Comments:
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
Yes ONo
lb. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina)
Environmental Policy Act (NEPA/SEPA)?*
O Yes O No
Comments: *
The land disturbance is under 10 acres and project costs are under $10 million.
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)?*
O Yes J No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
O Yes * No
3b. If you answered "no," provide a short narrative description.
The project is an isolated kayak launch that will not result in future development.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
Yes • No N/A

5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
• Yes No
5b. Have you checked with the USFWS conceming Endangered Species Act impacts?*
• Yes No
5c. If yes, indicate the USFWS Field Office you have contacted.
Raleigh
5d. Is another Federal agency involved?*
Yes
5e. Is this a DOT project located within Division's 1-8?
Yes • No
• No Unknown
5f. Will you cut any trees in order to conduct the work in waters of the U.S
0Yes ®No
5g. Does this project involve bridge maintenance or removal?
0Yes ®No
5h. Does this project involve the construction/installation of a wind turbine(s)?*
0Yes ®No
5i. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
0 Yes 0 No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
USFWS - ECOS Environmental Conservation Online System https://ecos.fws.gov/ecp/species/6063
USFWS - IPaC Information for Planning and Consultation
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
Yes • No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
NOAA EFH Mapper
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 status?*
Yes • No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
NC Historic Preservation Offices HPOWEB 2.0
National Trust for Historic Preservation
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
• Yes No
8b. If yes, explain how project meets FEMA requirements:
Floodplain Development Permit will be obtained from State of NC DOA.
Project will meet all state & local permitting and building requirements.
Project designed to ensure work will not increase flood heights.
8c. What source(s) did you use to make the floodplain determination?*
FEMA - FIRM Panel 9625
Miscellaneous
Please use the space below to attach all required documentation or any additional information you feel is helpful for application review. Documents should be combined into one file when
possible, with a Cover Letter, Table of Contents, and a Cover Sheet for each Section preferred.
Click the upload button or drag and drop files here to attach document
USAGE Cover Letter.pdf 93.83KB
421 Bridge Kayak USACE 7-8-22.pdf 2.76MB
File must be PDF or KMZ
Comments
Signature

[si By checking the box and signing below, I certify that:
• The project proponent hereby certifies that all information contained herein is true, accurate, and complete to the best of my knowledge and belief'; and
• The project proponent hereby requests that the certifying authority review and take action on this CWA 401 certification request within the applicable reasonable period of time.
• I have given true, accurate, and complete information on this form;
I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act");
I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
I intend to electronically sign and submit the PCN form.
Full Name:
R. Myers Mast
Signature
Date
7/13/2022

North Carolina Wildlife Resources Commission
Cameron Ingram, Executive Director
July 13, 2022
James Lastinger, Regulatory Project Manager
Raleigh Regulatory Field Office US Army Corps of Engineers, Wilmington District
US Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest, North Carolina 27587
Re: 421 Bridge Kayak Launch, Lee County
Mr. Lastinger:
Please find attached the Pre -Construction Notification (PCN) and construction plans for the
proposed kayak launch at the Highway 421 Bridge site in Lee County, on the Deep River.
This site is within the NCDOT right-of-way and currently used as maintenance access.
NCWRC is partnering with NC State Parks to provide public access to the Deep River for
paddling recreation. This project includes six new gravel parking spaces, one concrete ADA
parking spaces, concrete steps with a boat slide down to a concrete launch pad and
articulated concrete mat ramp for water access at fluctuating water levels. This project will
be followed by another similar access project downstream at the Highway 15-501 bridge
site on the Deep River.
After reviewing this submittal, please let me know if you need any additional information.
If you have any questions or comments about this submittal package or the design, please
do not hesitate to call me at [phone].
Sincerely,
North Carolina Wildlife Resources Commission
-0/\
Myers Mast, PLA
Project Manager
Mailing Address: N.C. Wildlife Resources Commission • 1720 Mail Service Center • Raleigh NC 27699-1720
Telephone: [phone]

NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
DIVISION OF ENGINEERING SERVICES
1720 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1720
[phone] FAX: [phone]
PROJECT
HIGHWAY 421 BRIDGE - KAYAK LAUNCH
3190 US-421, Sanford, NC 27330
LEE COUNTY, NC
SCO # 22-24476-01 A
PERMIT DRAWINGS
05/20/22
SHEET INDEX
CD-1.0 EXISTING OVERALL
CD-2.0 EXISTING CONDITIONS
CD-3.0 LAYOUT PLAN
CD-4.0 GRADING PLAN
CD-5.0 PROFILES
CD-6.0 DETAILS
CD-7.0 DETAILS
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Date:
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File Name:
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SCO # 22-24476-01 A
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EXISTING CONDITIONS
Date:
05-20-2022
File Name:
421 base.dwg
Surveyed:
Designed:
Drawn:
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Sheet No.
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DEEP RIVER
SCO # 22-24476-01 A
LEE COUNTY, NC
LAYOUT PLAN
Date:
05-20-2022
File Name:
421 base.dwg
Surveyed:
Designed:
Drawn:
Approved:
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RMM
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Scale 1" = 20'
Sheet No.
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HIGHWAY 421 BRIDGE - KAYAK LAUNCH
DEEP RIVER
SCO # 22-24476-01 A
LEE COUNTY, NC
GRADING PLAN
Date:
05-20-2022
File Name:
421 base.dwg
Surveyed:
Designed:
Drawn:
Approved:
ML
RMM
RMM
SJS
Scale 1" = 20'
Sheet No.
CD-4.0

STAIRS PROFILE
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Fill Shrink Factor: 1.00
Pad Earthwork Volumes
Cut : 115.4 C.F., 4.27 C.Y.
Fill: 69.0 C.F., 2.56 C.Y.
Balance Export: 46.3 C.F., 1.72 C.Y.
Area: 354.9 Sq.Ft., 0.008 Acres
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SCO # 22-24476-01 A
LEE COUNTY, NC
PROFILES
Date:
05-20-2022
File Name:
421 base.dwg
Surveyed:
Designed:
Drawn:
Approved:
ML
RMM
RMM
SJS
Sheet No.
CD-5.0

PARKING SECTION
NOT RELEASED FOR CONSTRUCTION
NORTH CAROLINA WILDLIFE RESOURCES COMMISSION
NORTH DIVISION OF ENGINEERING SERVICES
CAROLINA
INUN(AA 1720 MAIL SERVICE CENTER
X,1." RALEIGH, NORTH CAROLINA 27699
RESOURCES Phone: [phone]
cONimIss° Fax: [phone]
www.ncwildlife.org
RESERVED
ANY MULTI -PANEL SIGN
NOTES: 18
6
a a
° °
° °
a °
a
Qa
6'' MIN. 4000 PSI
CONCRETE
1. SIGNS MUST MEET MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
(MUTCD) FOR SIGN COLOR, SIZE AND REFLECTIVITY COMPLIANCE.
VAN
ACCESSIBLE
1
2, SIGNS MAY BE POST OR WALL MOUNTED AND MUST BE AT LEAST
I�
H
1
2'-6" BUT NOT MORE THAN 12' FROM CURB OR POINT OF WHEELSTOP.
' PERMIT
REQU RED
$250 FINE
' 1-
•••411.•�cDO•�
C�O
o� o� o�
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4'' COMPACTED
ABC
3. SIGNS SHALL BE LOCATED SO THEY CAN'T BE OBSCURED BY A
VEHICLE PARKED IN THE SPACE.
4. SIGNS SHALL BE LOCATED IMMEDIATELY ADJACENT TO THE
DESIGNATED SPACE
SIGN INSTALLATION 6
1. ATTACH SIGN TO GALVANIZED U-CHANNEL POST USING TWO (2)
546" X 2/2" GALVANIZED HEX HEAD BOLTS, TWO (2) 546" GALVANIZED
HEX HEAD NUTS AND TWO (2) GALVANIZED SPLIT LOCK WASHERS.
2. INSERT FIRST BOLT THROUGH THE TOP SIGN HOLE AND THE TOP
HOLE IN THE U CHANNEL POST AND THE SECOND BOLT THROUGH
THE CORRESPONDING HOLES AT THE BOTTOM OF THE SIGN.
3. TIGHTEN NUTS SECURELY WITHOUT DISTORTING THE SIGN.
0
0
6"
o iii
GALV. 3 LB 'U' CHANNEL POST
f ORIENTED FOR WIDEST PART OF
POST TO FACE FORWARD AND MAKE
CONTACT WITH SIGN.
SIDEWALK NOTES:
COMPACTED
SUBGRADE
1. CONSTRUCT CONCRETE SIDEWALK 5' WIDE UNLESS
OTHERWISE DENOTED ON THE PLANS.
2. PLACE A GROOVE JOINT 1" DEEP WITH 7/6" RADII AT
5' INTERVALS. ONE %2" EXPANSION JOINT REQUIRED AT
50' INTERVALS AND WHERE SIDEWALK JOINS ANY RIGID
STRUCTURE
3. ALL CONCRETE SHALL HAVE A MINIMUM
SIDEWALK SECTION 4'' MIN. 4000 PSI
CONCRETE
COMPRESSIVE STRENGTH OF 4000 PSI
4. BROOM FINISH SIDEWALKS.
5. ALL SIDEWALKS SHALL HAVE A MAXIMUM CROSS
SLOPE OF 2.09.
a ° ° °
a
a Qa
HIGHWAY 421 BRIDGE - KAYAK LAUNCH
LEE COUNTY, NC SCO # 22-24476-01A DEEP RIVER
DETAILS
4. WHEN INSTALLING TWO OR MORE SIGNS ON THE SAME POST, DO
NOT BUTT S/GNS TOGETHER. LEAVE APPROXIMATELY ONE (1) INCH
SPACE BETWEEN SIGNS.
5. IF SIGN THEFT IS A POSSIBILITY APPLY LOCKTITE RED TO THE
24
MIN.
6. CONCRETE SHALL BE REINFORCED WITH SYNTHETIC
FIBER, ENGINEERED AND DESIGNED FOR USE IN
CONCRETE PAVING, COMPLYING WITH ASTM C 1116/C
• . • • •
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o 0 0 0 0 0 0�0 oU
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4" COMPACTED
ABC
1116M,
BE
MANUFACTURER'S
THAN
rf
TYPE Ill, 1/2" TO 1-1/2" LONG. FIBERS SHALL
UNIFORMLY DISPERSED IN CONCRETE MIXTURE AT
RECOMMENDED RATE, BUT NOT LESS
1.5 LB/CY.
1 /CD-6.0
I I I
I I I
I I I
I I I
I I I
COMPACTED
SUBGRADE
SCREW THREADS BEFORE ASSEMBLY.
6. RECHECK LEVEL WHEN INSTALLATION IS COMPLETE.
3/CD-6.0
-
HANDICAP SIGNAGE
NTS
CONCRETE ADA PARKING & SIDEWALK
NTS
GRAVEL SECTION 8" (MIN.) COMPACTED AGGREGATE
BASE COURSE STONE
EDGE OF PAVEMENT 2 6
—
CONCRETE WHEELSTOP
- 9" WIDE X 6.5" TALL X 6' LONG
TWO 3/q " THRU-HOLES FOR ANCHORING
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o 0 0 0 0 0 0 0 0 0 o
0 0 0 0 0 0 0 0 0 0 •�
0 0 0 0 0 0 0 0 0 0 0
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EXISTING SITE GRAVEL CAN BE
RE -USED TO SATISFY THIS DEPTH
REQUIREMENT NEW GRAVEL TO BE
USED AS SURFACE COURSE.
COMPACTED SUBGRADE
'ARKING LOT
I
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4/CD-6.0
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�:
■
2/CD-6 0
Date:
05-20-2022
File Name:
421 base.dwg
GRAVEL PAVING
NTS
WHEEL STOP �� '?5�.�'
NTS '�%,'''''ERs''''' �
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Designed:RMML
M
Drawn: RMM
Approved: SJS
Sheet No.
CD-6.0

i
-12"1
14"
1 3" GALVANIZED
STEEL HANDRAILS
PLATE DETAIL ABOVE
INSTALL 3" BOLTS IN FORM
TO ENCASE IN CONCRETE
1/CD-7.0
4'-72"
4'
NOTE:
DIMENSIONS BETWEEN POSTS MAY
VARY DUE TO SLOPE OF STEPS.
4'-2"
O
O
SECTION
HANDRAIL DETAIL
NTS
24
3q»
3" PLATE
0
0
0
0
6"
STEEL PLATE
11"
STEEL PIPE
FILLET WELD
BOTH SIDES
GALVANIZED STEEL
HANDRAILS — PLATE
MOUNTED TO SIDE OF
CONCRETE STAIRS
i
POUR —IN —PLACE
CONCRETE STAIRS
(SEE PLAN AND PROFILE SHEET
FOR LAYOUT & DIMENSIONING)
3/CD-7.0
CONCRETE STAIRS
NTS
NOT RELEASED FOR CONSTRUCTION
CONCRETE NOTES:
1. ONE %z" EXPANSION JOINT REQUIRED AT 50'
INTERVALS AND WHERE SITAIRS JOINS ANY RIGID
STRUCTURE.
2. ALL CONCRETE SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 4000 PSI
3. BROOM FINISH STAIRS
4. CONCRETE SHALL BE REINFORCED WITH SYNTHETIC
FIBER, COMPLYING WITH ASTM C 1116/C 1116M, TYPE
III, 1/2" TO 1-1/2" LONG. FIBERS SHALL BE
UNIFORMLY DISPERSED IN CONCRETE MIXTURE AT
MANUFACTURER'S RECOMMENDED RATE, BUT NOT LESS
THAN 1.5 LB/CY.
TIMBER BOAT SLIDE ON
GALVANIZED STEEL TUBE
BASE — PLATE MOUNTED
TO RISER FACE OF CONCRETE
STAIRS
z
0
0
0
w
0
O U
wC
W w
LLC9wZ
0 Z Z
U
aZw0
J z
OwwO
apz
UzJz
mo20
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z 0
2 @ 4" X 6"
CHAMFERED AT ENDS
2" SQUARE
GALVANIZED
STEEL PIPE
PLATE MOUNTED TO RISER
FACE —DETAIL ABOVE
INSTALL z" BOLTS IN FORM
TO ENCASE IN CONCRETE
i
2/CD-7.0
3'
3'
NOTE:
DIMENSIONS BETWEEN POSTS MAY
VARY DUE TO SLOPE OF STEPS.
SECTION
FASTEN 4" X 6" TO "T" PIPE
WITH 3" TIMBER BOLT
BOAT SLIDE DETAIL
NTS
"T" BOAT SLIDE
2@4"X6„
CHAMFERED AT ENDS
2" SQUARE
GALVANIZED
STEEL PIPE
3"
2" PLATE
0
0
0
0
4
6"
STEEL PLATE
2" SQUARE
GALVANIZED
STEEL PIPE
FILLET WELD
BOTH SIDES
6"
HIGHWAY 421 BRIDGE - KAYAK LAUNCH
DEEP RIVER
SCO # 22-24476-01 A
LEE COUNTY, NC
Date:
05-20-2022
File Name:
421 base.dwg
Surveyed:
Designed:
Drawn:
Approved:
ML
RMM
RMM
SJS
Sheet No.
CD-7.0