20160336 Ver 2_CAMA Application_20190702

ROY COOPER
Governor
MICHAEL S.REGAN
Secretary
BRAXTON C. DAVIS
Dlredor
July 2, 2019
MEMORANDUM
NORTH CAROLINA
Environmental Quality
TO: Raleigh Bland, USACOE
Anthony Scarbraugh, DWR-Water Quality
Shane Staples, Fisheries Resource Specialist, DCM
Marie Tripp Dunn, NC Wildlife Resources Commission
FROM: Doug Huggett, Major Permits Coordinator
Division of Coastal Management
SUBJECT: CAMA Minor Modification Request to Major Permit #57-16
Applicant: City of Elizabeth City
Project Location: 708 Riverside Avenue in the Elizabeth City
Proposed Project: Increase the size of the floating dock, kayak launch, reduce the length of the fishing
pier, change the wooden accesses to the walkway to concrete, add 34' of bulkhead
and other changes noted in letter of request
Please indicate below your agency's position or viewpoint on the proposed project modification and return
this form by 07/23/19 to 400 Commerce Avenue, Morehead City, NC 28557. You may also send your
comments by fax: [phone] or email. If you have any questions regarding the proposed project,
please contact Lynn Mathis at [phone], ext. 234. When appropriate, in-depth comments with
supporting data are requested.
REPLY:
SIGNED
This agency has no objection to the project as proposed.
This agency has no comment on the proposed project.
This agency approves of the project only if the recommended changes are
incorporated. See attached.
This agency objects to the project for reasons described in the attached comments.
DATE
DEQ��
North Carolina Department of Environmental Quality I Division of Coastal Management
Elizabeth City Office 1 401 South Griffin Street, Sulte 300 1 Elizabeth City, North Carolina 27909
252.264.3901

K"
Coastal Management
ENVIRONMENTAL QUALITY
MEMORANDUM
TO: Greg Bodnar, Assistant Major Permits Coordinator,
Division of Coastal Management, Morehead City
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Direclor
CC: Shane Staples, Fisheries Resource Specialist, NC DMF, WaRO
Raleigh Bland, US Army Corps of Engineers, Washington
Anthony Scarbraugh, DWR - Water Quality - 401, WaRO
Maria Tripp Dunn, NC Wildlife Resources Commission, WaRO
FROM: Lynn Mathis, Environmental Specialist ll, NE District, DCM
THROUGH: Ron Renaldi, District Manager, NE District, DCM R.A.1Z
DATE: July 1, 2019
SUBJECT: Request for Minor Modification of Major Permit #57-16 issued to:
City of Elizabeth City
REFERENCE: (a) Letter from consultant Sean Roby (received June 27, 2019) requesting a
Minor Modification
(b) 15A NCAC 07J.0405, Permit Modification
(c) DWR Project #16-0336
(d) USACOE Action #SAW -2016-00868
The City of Elizabeth City was issued CAMA Major Permit #57-16 on June 2, 2016, and expires on
December 31, 2019. The original permit authorized the following development:
a. Parking lot and concrete: Construction of an asphalt parking lot and drive, and a concrete walkway
accessing the existing building and boardwalk ramp from a mandatory handicap parking space. The
total area of impervious surface on the property is 10,132sf (including an existing 3,812sf metal
building).
b. Light poles: A total of four light poles are proposed, three within the 30' buffer and one within the 75'
AEC. The pedestal for each is approximately 1' x 1'.
c. Elevated wooden boardwalk: Elevated wooden boardwalk along 328' of shoreline, and will include
two stairs and a ramp. Total area of high ground shading proposed = 2,026sf.
d. Ten slip dock with finger piers and a "To head platform: The total area of open water shading
proposed=1,710sf.
^^Nothing Compares — .
State of North Carolina I Environmental Quality I Coastal Management
401 S. Griffin St., Ste 3001 Elizabeth City, NC 27909
252-264-3901 1252-331-2951 [11ax)

North Carolina Department of Environmental Quality
Division of Coastal Management
MEMORANDUM
Page 2 of 2
e. Floating Dock: Located on the north side of the property adjacent to an existing metal building. A 6'
x 50' floating dock for a canoe and small sailboat launching area. Total area of open water shading
proposed = 300sf.
f. Kayak Launch: A 12'x 22' Kayak launch and access ramp from the proposed boardwalk. Total area
of open water shading proposed = 264sf
g. Fishing Pier: To be located on the northeast side of the shoreline is a proposed 8'x 78' public fishing
pier. Total area of open water shading proposed = 624sf.
h. Riorao: Place riprap along two sections of shoreline for a total of 100' for an average distance water
ward of 5.5' (Max. 8'). Total area of shallow bottom fill proposed = 550sf
L Bulkhead: Construct 132' of bulkhead an average of 3.63' waterward of NWL (Max. 12'). Total area
of shallow bottom fill = 480sf
2. The current request to modify the permit includes:
a. Increase the size of the floating dock (noted in e. above) from 6'x 50' to 6' x 62' for an increase of
72sf.
b. Increase the size of the kayak launch (noted in f. above) from 12'x 22' to 12'x 25' for an increase of
36sf.
c. Reduce the length if the fishing Pier (noted in g. above) from 8' x 78' (624sf) to 8' x 30' with a 16' x
16' platform (464sf), resulting in a decrease in area by 130sf.
d. Change the wooden accesses to the walkway (noted on the previous page under c.) at two locations
from wood to concrete for ADA conforming access. This will increase impervious lot cover within the
75' AEC by 23sf.
e. Add 34' of bulkhead (noted in i. above) 3' waterward of NWL. This will increase fill of the water bottom
by 102sf.
f. Impervious Cover (walkways and parking): Changes to location of parking and concrete walkways
(noted in a. on the previous page) will result in a reduction of 1,646sf of impervious cover. Engineered
stormwater plan submitted with plans to meet the intent of the 30% lot cover requirement within the
75' AEC.
g. Other changes noted in the Modification letter include: Not constructing the approved 10 slip docking
facility and finger piers (1,705sf), not constructing -153' of wooden walkway for a reduction of 921 s
of high ground coverage.
3. The required fee of $100, was received by the Elizabeth City District Office on June 26,2019, from Eastern
Carolina Engineering, P. C., Check No. 34727.
A copy of the Minor Modification Request dated 06125119 is attached, as well as a work plan drawing
showing the proposed changes, also dated 06125119.
5. 1 conducted a site visit with the applicant on June 25, 2019, and have determined that the request meets
the requirements contained in 15A NCAC 07H .0208 and .0209(g) USE STANDARDS
6. It is recommended that the Minor Modification request be granted, provided all Permit Conditions of the
original permit and subsequent modification remain in effect.

n
--„-EASTERN
CAROLINA
ENGINEERING, P.C.
June 27, 2019 - Revised
Ms. Lynn Mathis
NC Division of Coastal Management
1367 US 17 South
Elizabeth City, NC 27909
Subject: CAMA Major Permit — Minor Modification
Coast Guard Park
708 Riverside Avenue
Elizabeth City, NC
Dear Ms. Mathis,
Please accept this for a minor modification to the previously approved CAMA Major Permit 57-
16 as approved on June 2, 2016. Attached is a check from Eastern Carolina Engineering, PC in
the amount of $100 as the permit modification fee.
This minor modification is being requested on behalf of the City of Elizabeth City to align the
previously approved major permit with the current desired project scope. The modifications are
separated into the following scopes of work: Floating dock/scull launch, kayak/canoe launch,
fishing pier, steel sheet pile bulkhead, and change in site Improvements.
FLOATING DOCK / SCULL LAUNCH
The floating dock is requested to be changed from 6' wide x 50' long to 6' wide x 62' long to
accommodate rowing sculls. This is an increase in 72 SF.
KAYAK/CANOE LAUNCH
The kayak/canoe launch is requested to be changed from 12' wide x 22' long to 12' wide x 25'
long. This is an increase of 36 SF.
FISHING PIER
The fishing pier is requested to be changed from an 8' wide x 78' long pier (624 SF) to an 8'
wide x 30' long pier with a 16'x 16' square platform at the end (494 SF). This represents a
decrease of 130 SF, which more than compensates for the increase in the floating dock/scull
launch and the kayak/canoe launch.
BULKHEAD
We are requesting that the bulkhead be extended from the original permitted length of 132 LF to
the new length of 166 LF. (Plans show 165 LF, we are asking for 1 additional foot for
construction tolerance.) This additional length is requested so the floating dock may be tied to a
solid shoreline instead of the existing bulkhead. At this time the proposed boat dock is not being
constructed due to funding. The boat dock as proposed was 1705 SF. Additionally the 6' wide
Eastern Carolina Engineering, PC
P O Box 128 Camden, North Carolina 27921
[phone] License C-4162
w easterncarotnaengineering.com ___ --

Coast Guard Park
Ms. Lynn Mathis
June 27, 2019 - Revised
Page 2
boardwalk from Point A to Point B to Point C is no longer a portion of the project. This results in
a reduction of 921 SF of coverage.
SITE IMPROVEMENTS
Per the original permit several building were demolished on-site totaling 4097 SF with 424 SF
being in the 30' AEC. 3714 SF of the building demolition was located within the 75' AEC. We
are requesting a change in the concrete sidewalk within the 30' AEC. This change is requested
to maintain adequate ADA slopes and turning platforms. The previous design was non- ADA
conforming. We also added concrete landing pads for the boardwalk accesses at the step
locations. The original amount of sidewalk and parking within the 30' AEC was 404 SF. The
requested amount of sidewalk within the AEC is 423 SF. This is approximately the same as the
existing buildings (424 SF) that were removed from the property as mentioned in the original
major permit application.
The original plan reflected a pre -permit existing impervious area of 8989 SF and a new
impervious area of 10,132 SF (including the building). The original plan reflected 5638 SF of
new asphalt and 382 SF of new concrete for a total of 6320 SF. The total original permit
coverage within the 75' AEC is 9967 SF.
This modification request is for 3723 SF of new asphalt, 3001 SF of new porous pavement,
1477 SF of new concrete sidewalk resulting in 8201 SF of new impervious. Of the 8201 SF only
4509 SF is within the 75' AEC. Including the existing building, the total coverage in the 75' AEC
is 8321 SF, resulting in a reduction of 1646 SF of coverage within the 75' AEC.
STORMWATER RUNOFF
Stormwater routing is maintained in accordance with the original engineered plan. Stormwater
is routed to an underground piped drainage system in Roanoke Avenue.
If you have any questions, please do not hesitate to contact me at [phone]
Sean C. Robey, PE
Eastern Carolina Engineering, PC
P O Box 128 Camden. North Carolina 27921
[phone] License C-4162
www easterncarolinaengineering. com

AGENT AUTHORIZATION FOR CAMA PERMIT APPLICATION
Name of Property Owner Requesting Permit:
Mailing Address:
Phone Number:
Email Address:
P.O. Box 347
Richard Olson -City of Elizabeth City
Elizabeth City, NC 27907
252-337-6864
[e-mail]
I certify that I have authorized Sean C. Robey, PE - Eastern Carolina Engineering, PC
Agent / Contractor
to act on my behalf, for the purpose of applying for and obtaining all CAMA permits
necessary for the following proposed development: Coast Guard Park
at my property located at 708 Riverside Avenue, Elizabeth City. NC
in Pasquotank
County.
1 furthermore certify that I am authorized to grant, and do in fact grant permission to
Division of Coastal Management staff, the Local Permit Officer and their agents to enter
on the aforementioned lands in connection with evaluating information related to this
permit application.
Pr rty Owner orma 'on:
Received
Signature
Richard Olson OCM-EC
Print or Type Name
City Manager
Title
Date
This certification is valid through 07 131 12019

Received From
Permit No.:
Applicant's Name:
Project Address:
NC Division of Coastal Management
Cashier's Official Receipt 8 6 5 7 (0 C D
Date: 204
$ /Ob•1) D
Check '4o..-
County
o.:County
Please retain receipt for your records as proof of payment for permit issued.
Signature of Agent or Applicant: Date:
Signature of Field Representative: �� Date:

ELIZABETH CITY, NC
DECEMBER 21, 2018 -REVISED JUNE 25, 2019 FOR CAMA PERMIT MODIFICATION
SHEET INDEX
T001
COVER SHEET
C100
EXISTING CONDITIONS & DEMO PLAN
C200
SITE PLAN WITH AERIAL
C201
SITE PLAN
C300
GRADING, DRAINAGE, UTILITY PLAN
C301
EROSION CONTROL PLAN
C900
SITE DETAILS
C901
EROSION CONTROL DETAILS
C902
FISHING PIER DETAILS
C903
FLOATING KAYAK LAUNCH DETAILS
C904
FLOATING KAYAK LAUNCH DETAILS
C905
FLOATING DOCK DETAILS
S1.0
BULKHEAD DESIGN
NC PARTF GRANT N0. 2019-889
NCDEQ DWR WRD GRANT N0. TBD
NCDCM ACCESS GRANT N0. TBD
VICINITY MAP
NTS
Virginia
North Carolina
ELIZABETH CITY
AREA MAP
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OWNER
APPLICANT
CITY OF ELIZABETH CITY, NC
ELIZABETH CITY/PASQUOTANK COUNTY
PARKS AND RECREATION
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DEMOLITION NOTES:
1, ANY EXISTING ITEM SHOWN THAT DOES NOT HAVE A
NOTE SPECIFICALLY IDENTIFYING IT AS AN ITEM TO
REMOVE OR RELOCATE, SHALL REMAIN AND BE
PROTECTED DURING CONSTRUCTION.
2. CONTRACTOR MAY, AT HIS DISCRETION, WORK WITH THE
CITY TO TEMPORARILY REMOVE THE EXISTING LIGHT
POLES THAT ARE TO REMAIN, IN ORDER TO FACILITATE
CRANE OPERATIONS. POLE BASES AND FOUNDATIONS
SHALL BE PROTECTED. POLES ARE TO BE STORED BY
THE CITY OF ELIZABETH CITY.
3. THE PROPERTY OWNED BY ALICE REDDING, ADDRESS
706 RIVERSIDE AVE, IS A NO TRESPASS/NO
CONSTRUCTION ZONE, THE CITY HAS NO PERMISSION TO
USE THIS PROPERTY DURING CONSTRUCTION.
CONTRACTOR MAY NEGOTIATE WITH PROPERTY OWNER
DIRECTLY FOR STORAGE AND LAYDOWN AREA. IF
CONTRACTOR USES THIS PROPERTY IN ANY MANNER, A
RETAINER AMOUNT OF $5000 WILL BE WITHHELD UNTIL
PROPERTY IS RE-ESTABLISHED TO THAT OWNER'S
SATISFACTION.
4. REMOVE EXISTING RIPRAP AND CONCRETE DEBRIS FROM
THESE AREAS PRIOR TO INSTALLATION OF STEEL SHEET
PILE BULKHEADING AND BOARDWALK CONSTRUCTION.
CONTRACTOR, AT HIS DISCRETION, MAY RE -USE CLEAN
MATERIAL. NO STEEL OR REBAR MAY BE EXPOSED FROM
CONCRETE, AND NO ASPHALT IS TO BE USED UNDER
ANY CIRCUMSTANCE.
CONSTRUCTION NOTES:
1. ELEVATIONS OF SITE ARE CLOSE TO SEA LEVEL. SITE
IS PRONE TO FLOODING DURING HEAVY WIND TIDE
AND TROPICAL STORM EVENTS. NO ADDITIONAL
MONETARY COMPENSATION WILL BE MADE FOR
MOBILIZATION OR DEMOBILIZATION OF EQUIPMENT
AND MATERIALS DUE TO SUCH EVENTS. SEE
CONTRACT DOCUMENTS FOR TIME EXTENSIONS DUE
TO WEATHER.
2. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH SITE
PRIOR TO BIDDING, SITE ACCESSIBILITY SHALL BE
THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
3. CONTRACTOR SHALL BE NOTIFIED THAT THE
ELIZABETH CITY PUBLIC UTILITIES DEPARTMENT MAY
RELOCATE THE EXISTING WATER SERVICE FROM ITS
CURRENT LOCATION TO A NEW LOCATION UNDER THE
PROPOSED PAVEMENT FOR THIS PROJECT.
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14.70
L26
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23.12
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5.99
L28
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35.27
L29
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20.37
L31
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16.02
L32
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CONTRACTOR SHALL USE CARE WHEN WORKING I
0) ZE AROUND EXISTING WATER AND SEWER SERVICES ON I
N + \ 3�"V� SITE. ANY DAMAGES TO EXISTING SERVICES SHALL
I+++4 BE REPAIRED AT CONTRACTOR'S EXPENSE.
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EXISTING PAVEMENT
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—
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NOTIFY THE OWNER,
6. OWNER SHALL BE GIVEN A CREDIT FOR ANY PILES
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NEW BULKHEAD CONSTRUCTION:
BASE BID
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STEEL BULKHEAD DRIVING NOTES:
1.AA&OD REPRESENT STARTING AND ENDING POINTS OF
THE UNDERWATER INVESTIGATION CONDUCTED BY
CROFTON DIVING CORPORATION ON DEC. 2, 2015 ON
BEHALF OF THE CITY OF ELIZABETH CITY. REFER TO
CONTRACT DOCUMENTS FOR THE RESULTS OF THAT
INVESTIGATION.
2. NO UNDERWATER I ESTIGATION WAS PERFORMED
BETWEEN POINTSD
3. UPON REVIEW OF OLD AERIAL IMAG S A D WITNESS
ACCOUNTS, CONDITIONS BETWEEN D E ARE
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BETWEEN OA & D .
4. CONTRACTOR IS EXPECTED TO UTILIZE A PUNCH,
SACRIFICIAL PILE SECTION, OR OTHER MEANS TO CLEAR
OR OPEN A LOCATION FOR DRIVING THE NEW STEEL
SHEETS.
5. IN THE EVENT THE PUNCH CANNOT PROVIDE
PENETRATION OR SHEETS CANNOT BE DRIVEN TO FULL
DEPTH, THE CONTRACTOR SHALL CEASE WORK AND
NOTIFY THE OWNER,
6, OWNER SHALL BE GIVEN A CREDIT FOR ANY PILES
UNABLE TO BE DRIVEN TO FULL DEPTH.
7, ALL SHEETS SHALL BE DRIVEN SQUARE AND PLUMB.
NEW BULKHEAD CONSTRUCTION:
NEW STEEL SHEET PILE BULKHEAD CONSTRUCTION BETWEEN
POINTS @&@, ± 165 LF
P ASQ�OT ANK RIVER
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BOLLARD
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COLLEGE OF THE ALBEMARLE
D.B. 109, PG. 491
ZONE: 0&1 (OFFICE & INSTITUTIONAL)
O
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TACTILE MATS (TYP OF 2)
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2 - �� \\ \ \ \\\\ \\ \ \
PROPOSED BULKHEAD- -&- Lq-
TOP ELEV = t1.50
00 3.50-
�\_ X3.50 0
y \ 1
'W°EI IIS 'Lli �I illllrll�fl 6' WIDE BOARDWALK (ELEV = 3.50) 6''MOE
I \ �
1 - 7" STEP TO BOARDWALK ­
1 - 7" STEP TO BOARDWALK
PROPOSED 12' °
X 25' FLOATING \ CONCRETE PAD FLAT /
� r � J ` I EV
OEOF RIPRAP
/ \ CANOE/KAYAK LAUNCH I CSD ELEV. 2.34 /
IIS \ CONCRETE PAD FLAT I
BEGIN NEW I -2.0 - - / ® ELEV. 2.34
- BULKHEAD -TIE
I o 1' r 1'PROPOSED I TO EXISTING
x I
6 - = OA 11NGpOCK 3.50 0 � 7 / APPROX. 201 SF 15 CY
2.75 / I I
� OF NCDOT CLASS 1 RIPRAP
/ I ON TYPE 2 NONWOVEN I r -
/ 1 ' 3.50 GEOTEXTILE FABRIC /
2.75 2 75 (SEE DETAIL, SHEET C901)
/--/ / ' 1.70 0 / O/
IV
75
2.00 1.95
2.40I
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I FFE = 2.10 1.95 „
' I I 3,812 SF PVC DROP NLET
1 I I RIM = 1.75 2.50
40
I
I
� 2.80 / 6�
0 � �2.57 3.00
3.
1.95 . = 0.20 EXISTING BUILDING
1 I �
1 � 11,70 ° °s
2.05 1,95 1 4 2.70 2.70
1` GRATE `- .5 -W W W
/
INV
2.
ELEV 3IOO3.00
AP 3.00 i \\ I
V
APPROX. 342 SF/25 CY / I e / \ -
\ OF NCDOT CLASS 1 RIPRAP
_ ON TYPE 2 NONWOVEN �' / )
GEOTEXTILE FABRIC I �jJ / / / 1I2L�G
I / / (SEE DETAIL, SHEET C901) / I
✓N ° 00 m \
N/F °\ 1
AW M. REDDING 2' X 3' \ I
-D.B. 721, PG. 718 DROP INLET N/F \
ZONE: GB (GENERAL BUSINESS) RIM = 2.50 COLLEGE OF THE ALBEMARLE \ I
INV. = 0.00 D.B. 109, PG. 491 X30 /
l / \ N/F ++ / I / // ZONE: 0&I (OFFICE &INSTITUTIONAL) o
\ 1 CITY OF ELIZABETH CITY /
S I
D.B. 1208, PG. 722 / I r"
I I \ ZONE: CB (CENTRAL BUSINESS) *++++ I / o
° Q)0
I I I ++++*/ I / \� I I a o -- --
I I ++ / 151°
I +++� / / I /
+++++ o, / i / -
*p _ ----
I I
X.
CMP
I I +/ INV EN 18-0.45 I 2.90 2.90 3.00 12.89 MATCH X
**+* / - - _ _ INV OUT = UNKNOWN 3.00 3.00
I I // -�0 --\-- ° 2.80 2.80
a
I I ++ / / _ - MATCH EX. \ 2.60 2.60 ° \ 12.78 _ _
I ,%+*/- X3.5---} -\\_-\ 12.95 S 0 HE G a \. ------
+*+* / // / - -4.0- \ - - - 2.95 E v - - - -_-
+ + � - - -- - - - ±2.84 -- OAE 0 OHE�_ OHS_ �IE_- ` -
+/+ 0� PROVIDE NEW CAST IRON _ s - c
G ��S/ CLEAN OUT COVER FOR - - EXISTING WATER M R BOX SHALL BE R LACED -_
++ / a C EXISTING SEWER CLEANOUT - p WITH A FULL CAST IRON BOX WITH CAST IRON COVER
+ f
CV � -\ - I THAT SHALL BE SET FLUSH WITHED GRADE. -
a REBUILD EX. STORM STRUCTURE-
MAGBENCHMARK R - TIE NEW 12" RCP INTO EXISTING STRUCTURE**
NAIL II -
ELEV = 2.63INSTALL NEW 24"X36" DROP INLET FRAME & GRATE -
_x_
- EX. CONFLICT STRUCTURE - ADJUST RIM TO 2.40
/ RIM = 2.52 - GRADE CONCRETE VALLEY APRON TO DRAIN W W W W W W W-
%/ I INV = -0.36w W W W W W w
/ a 10 NNW �W w
�O
EX. SWMH-� 6;y, H) HE- -OHT OHE HE
Aon •5� / �� RIM = 2.61 I \ -- a I
INV =-0.29--/-,- - - - - ----
ILI-
0/
/ i %moi /moi 4 5 jQ j3 6' o / I / /- - "NOTE:
��/ = - - _- - - - \ -3.0-- - - CONTRACTOR SHALL COORDINATE CONNECTION TO EXISTING CITY
EX: SWMH - STORM STRUCTURE WITH CITY STREET SUPERINTENDENT.
RIM - 1.80 CITY STAFF MUST BE PRESENT FOR CONNECTION TO STORM
INV = -0.40 EX 19 LF 12" RCP STRUCTURE AND MUST APPROVE THE OPERATION AND
- W INV IN - FILLED DI COMPLETED WORK PERFORMED.
/ INV OUT = -0.4
/w
n
LEGEND
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BENCH MARK
EXISTING TREES/SHRUBS
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EXISTING SIGN
n
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PROPOSED SPOT GRADE
SHEET FLOW DIRECTION
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EXISTING CURB INLET
QD
EXISTING DRAINAGE MANHOLE
Da
EXISTING DROP INLET
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PROPOSED DROP INLET
`a-)
EXISTING UTILITY POLE
C
EXISTING GUY WIRE
G'0
EXISTING SEWER CLEANOUT
OS
EXISTING SEWER MANHOLE
El
EXISTING WATER METER
x
EXISTING WATER VALVE
PROPERTY BOUNDARY
PROPERTY LINE
ADJACENT PROPERTY LINE
EXISTING FENCE
2.5 EXISTING CONTOUR
2.5 PROPOSED CONTOUR
RIGHT OF WAY
CENTERLINE OF ROAD
EXISTING TOP OF BANK
EXISTING BULKHEAD
PROPOSED BULKHEAD
EXISTING SHORELINE
EXISTING STORMWATER PIPE
PROPOSED STORMWATER PIPE
OHE EXISTING OVERHEAD ELECTRIC
EXISTING GRAVITY SEWER PIPE
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
EXISTING WATER LINE
EXISTING PAVEMENT
EXISTING CONCRETE
EXISTING GRAVEL
EXISTING RIPRAP/CONCRETE DEBRIS
PROPOSED ASPHALT
PROPOSED CONCRETE
PROPOSED TURF STONE
PROPOSED RIPRAP
PROPOSED DOCK/PIER
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1/2" SOIL THICKNESS ZOYSIA "JAPNOICA" SOD
INSTALL 6 MIL IMPERMEABLE LINER
INTERLOCKING HDPE POROUS FLEXIBLE PAVING SYSTEM - WHERE POROUS FLEXIBLE PAVEMENT
ABUTS ASPHALT OR CONCRETE
GRASSPAVE2(R) BY INVISIBLE STRUCTURES OR APPROVED EQUAL.
POROUS FLEXIBLE PAVEMENT SHALL BE FILLED WITH CONCRETE SAND
OR OTHER CLEAN, SHARP SAND TO PROVIDE SUPPORT
t�
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0 0 0 0 0 0 0 0 0 0 0 0 0
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TURF CONDITIONER, FERTILIZER OR OTHER SOIL -7)00000000000000000000000000 OO00000 ,
0
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AMENDMENT TO PROMOTE GROWTH OF GRASSCOVER )00000000000000000000000000 00000000
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 000<
)00000000000000000000000000 000000000
6" ABC STONE COMPACTED TO ) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 000000
95% MODIFIED PROCTOR DENSITY
%� 12" I
OFFSITE SELECT BORROW --
AS NECESSARY
COMPACTED SUBGRADE "'—I—III—III—III "' I i —III—I I I
100% OF ASTM D698
POROUS FLEXIBLE PAVEMENT DETAIL
NTS
2" ASPHALT SURFACE (SF 9.5B)
2" ASPHALT BINDER (SF 9.5B OR 119.06)
0 0
)-O-O-O-O-0-0-0 O -O -O -O -O -O'
)0 00 00 00 00 0 0 0 0 0 0 00 00 00 0o 0c 6" ABC STONE
0 0 0 0 0 0 0 0 0 0 0 0 0
O O O O O O O O O O O O O (
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0 0 0 0 0 0 0 0 0 0 0 0 0 C
0 0 0 0 0 0 0 0 0 0 0 0 0
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0 0 0 0 0 n n n � 0 0 0 0 r
OFFSITE SELECT BORROW
AS NECESSARY
COMPACTED SUBGRADE
100% OF ASTM D698
11-
1 1 1=1 I I=1 I I=1 I I=1 I I=1 I I=1 11=
—I --II 11=1 11=I I I
LIGHT DUTY ASPHALT PAVEMENT
NTS
STANDARD ACCESSIBLE PARKING SIGN (TYPICAL)
TO BE INSTALLED AT REQUIRED HEIGHT AND
DIMENSIONAL RELATIONSHIP TO PARKING STALL.
ACCESSIBLE PARKING STALL
AS DIM'D.
ON
J� SITE PLAN
ACCESSIBLE PARKING LEGEND J
8.0 FT ACCESS AISLE
8' 8'
PLAN VIEW OF PARKING STALL(S)
VAN
ACCESSIBLE
RESERVED
PARKING
EDGE OF SIGN
MAXIMUM
PENALTY
$250
US 20-37.6 CLEARANCE:
60" OUTSIDE OF PEDESTRIAN AREAS
84" WITHIN PEDESTRIAN AREAS
GRADE
A.D.A. STANDARD ACCESSIBLE PARKING SIGN
(W/ STANDARD ACCESSIBILITY SYMBOL)
ACCESSIBLE PARKING
& WALKWAY DETAILS
NTS
JOINT
SEALANT 1/8" RADII
6 4
1 /2"
° ° 4 ° ° a
a 4 ° ° 4
a 4 4
° a a 4
CLOSED CELL POLY [--1/2"
FOAM EXPANSION JOINT
SIDEWALK EXPANSION JOINT
NTS
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==:> 1.5% MIN TO 2% MAX SLOPE
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COMPACTED EARTH
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PLACE A TOOLED CONTROL JOINT 1" DEEP A 1/2" EXPANSION JOINT WILL BE REQUIRED
WITH 1/8" RADII IN THE SIDEWALK AT t5' AT 30' INTERVALS AND WHERE THE SIDEWALK
INTERVALS. INTERVALS SHALL BE ADJUSTED JOINS ANY RIGID STRUCTURE, INCLUDING
AS NECESSARY SUCH THAT NO SECTION IS BUILDINGS, SIDEWALKS, STEPS, ETC.
MORE THAN 6' OR LESS THAN 4'.
4" THICK 3500 PSI CONCRETE SIDEWALK
(WIDTH PER PLANS)
i1.5% MIN TO 2% MAX SLOPE
FOR USE IN GRASS LANDSCAPEAREA
CONCRETE SIDEWALK DETAIL
NTS
AS REQUIRED
SEE PLANS FOR
INVERT & RIM
ELEVATIONS
RIM ELEV.
(SEE PLANS)
PARKING DELINEATION LINE4"
WHITE
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4"
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LINE TYPES
NTS
44.00"
35.50" —
31.75"
23.50"
11
SINGLE FRAME & GRATE USF 4137-6237 BY
U.S FOUNDRY & MANUFACTURING CORP. OR EQUAL,
NOTE: ALL MATERIAL AND INSTALLATION TO MEET
MIN. SPECIFICATIONS OF
NCDOT "STANDARD SPECIFICATIONS FOR
ROADS AND STRUCTURES". LATEST EDITION.
C. 1. F. & G. = SHALL CONFORM TO
NCDOT STANDARD DRAWING 840.16
R"
INSIDE DIMENSIONS:
SHALL BE EQUAL TO THE
LARGEST CULVERT DIAM.
PRECAST CONCRETE
SET MASONRY WALL FLUSH
W/ BELL END OF CULVERT
Y/ W/ b X b X 1 U/ l U W W M
PARGE INVERT W/j��\��\��\\�� COMPACT SUBGRADE TO 95% OF ASTM D 698
CONCRETE -- SLOPE TO ////
CULVERT INVERT,
STANDARD 2'x3' DROP INLET
NTS
6'
2' #5 RE -BAR 5"
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(FRAME AND GRATE SHALL BE DUCTILE IRON)
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GRATE DET/
PVC DROP INLET DETAIL
NTS
DETAIL ADAPTED FROM "NYLOPLAST 18" DRAIN BASIN 2818AG--X" AND "1899CGP" BY
NYLOPLAST, WHICH SERVE AS THE DESIGN MODELS FOR THIS PROJECT.
CONTRACTOR MAY USE THESE MODELS OR APPROVED EQUAL.
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TOP OF BANK
ELEVATION VARIES ±1.50 - ±2.00
EXISTING GRADE
KEY IN GEOTEXTILE FABRIC
AT EACH END (TYP)
NCDOT TYPE 2 NONWOVEN GEOTEXTILE FABRIC
WIDTH AS SHOWN
(8' MAXIMUM)
ELEV. ±3.00
NCDOT CLASS 1 RIPR/
RIPRAP SHORE STABILIZATION
NTS
EXISTING GRADE
6" X 32" WIRE FENCE
CONSTRUCTION 8" BLACK ZIPTIE OR
ALUMINUM TIE WITH
1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR EXTRA UV PROTECTION
STRENGTH SYNTHETIC FILTER FABRICS.
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 FILTER FABRIC
INCHES ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF
WATER SUFFICIENT TO CAUSE FAILURE OF THE STRUCTURE.) BACKFILL TRENCH
AND COMPACT
3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH THOROUGHLY STEEL FENCE POST
OF THE BARRIER TO AVOID JOINTS. WHEN THE JOINTS ARE NECESSARY, SECURELY 5' - 0.85 LB. FT. T -TYPE
FASTEN THE FILTER CLOTH ONLY AT A SUPPORT POST WITH 4 FEET MINIMUM FLOW
OVERLAP TO THE NEXT POST,
4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED
SECURELY TO THE UPSLOPE SIDE OF THE POSTS. EXTEND THE WIRE MESH SUPPORT
TO THE BOTTOM OF THE TRENCH. FASTEN THE WIRE REINFORCEMENT, THEN THE UPSLOPE
FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST. WIRE OR PLASTIC ZIP TIES
SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.
5. WHEN A WIRE MESH SUPPORT FENCE IS USED, SPACE POSTS A MAXIMUM OF 8 4" MINIMUM
FEET APART, SUPPORT POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A 8" MINIMUM
MINIMUM OF 24 INCHES.
2'-0"
6. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE
7. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP
ALONG THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
WIRE MESH SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO
POSTS. WIRE OR PLASTIC ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE
STRENGTH ANDA 6 MONTH UV PROTECTION RATING.
8. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM SIDE OF THE TRENCH.
9. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND STEEL POST—
COMPACT. THOROUGH COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE
PERFORMANCE.
10. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
SILT FENCE DETAIL
NTS
SEEDBED PREPARATION
THE CONTRACTOR SHALL CUT AND DISPOSE OF WEEDS OR OTHER UNACCEPTABLE GROWTH ON THE AREAS
TO BE SEEDED. UNEVEN OR ROUGH AREAS SHALL BE SHAPED AND SMOOTHED TO PROVIDE FOR EFFECTIVE
SEEDING AND EASE OF MOWING. THE SOIL SHALL BE SCARIFIED TO A DEPTH OF NOT LESS THAN 5 INCHES.
CLODS SHALL BE BROKEN AND THE TOP 3-4 INCHES OF THE SOIL SHALL BE WORKED INTO A SEEDBED BY
THE USE OF PULVERIZERS, DRAGS, OR HARROWS. THE PREPARATION OF SEEDBEDS SHALL NOT BE DONE WHEN
THE SOIL IS FROZEN OR EXTREMELY WET.
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3,000-5,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
MULCHING
APPLY 4,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR
STRAW BY TACKING WITH ASPHALT, NETTING, ROVING, OR BY CRIMPING WITH A MULCH ANCHORING TOOL.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCHING TOOL.
MAINTENANCE
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO SOIL TESTS
OR TOPDRESS WITH 500 LB/ACRE 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM
THE MIXTURE. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
SEEDING & MULCHING
A. NCDOT CLASS 'A' STONE SHALL BE USED. STONE SHALL BE INSTALLED AT 6" MINIMUM DEPTH.
B. PAD SHALL BE MINIMUM OF 50' MIN. IN LENGTH. WITH SHALL BE 12' MINIMUM OR FULL WIDTH OF
DRIVEWAY, WHICHEVER IS GREATER.
C. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS TO BE PROVIDED.
D. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION
VEHICLES.
E. PAD MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD
ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
F. AFTER EACH RAINFALL EVENT, INSPECT AND CLEAN AS NECESSARY.
G. ANY MATERIAL WHICH IS TRACKED ONTO ADJACENT ROAD SHALL BE REMOVED IMMEDIATELY.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NTS
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24"
MAX. HEIGHT
8' MAX. STANDARD STRENGTH FILTER FABRIC WITH WIRE FENCE
GEOTEX 2134 OR GEOTEX 102F OR APPROVED EQUAL
6' MAX. EXTRA STRENGTH FILTER FABRIC WITHOUT WIRE FENCE
GEOTEX 2134 OR GEOTEX 102F OR APPROVED EQUAL
6" X 32" WIRE FENCE
18-24"
8" DOWN & 4"
FORWARD ALONG
THE TRENCH
FILTER FABRIC
THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REQUIREMENTS OF THE EROSION
AND SEDIMENT CONTROL STANDARDS AND SPECIFICATIONS OF THE DEPARTMENT OF
ENVIRONMENTAL AND NATURAL RESOURCES. SOIL EROSION AND SEDIMENTATION CONTROL
MEASURES SHALL BE PROVIDED ON ALL AREAS OF THE SITE WHICH ARE DISTURBED OR GRADED.
CONTRACTOR SHALL PROVIDE GROUNDCOVER (SEE SCHEDULE BELOW) (TEMPORARY OR
PERMANENT) ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY
PHASE OF GRADING; AND, A PERMANENT GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15
WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF
CONSTRUCTION OR DEVELOPMENT. THE CONTROL MEASURES SHALL BEGIN PRIOR TO ANY LAND
DISTURBING ACTIVITY INCLUDING CLEARING; SHALL CONTINUE DURING CONSTRUCTION AND SHALL
CONTINUE WITH THE NECESSARY MAINTENANCE UNTIL THE DISTURBED LAND IS STABILIZED.
COMPLIANCE WITH LOCAL AND/OR STATE SOIL EROSION AND SEDIMENTATION CONTROL LAWS
SHALL BE THE ENTIRE RESPONSIBILITY OF THE CONTRACTOR. THIS PARAGRAPH IS INTENDED TO
SERVE ONLY AS A GUIDE TO THE CONTRACTOR FOR COMPLIANCE WITH SUCH LAWS. ORDERS,
RULES AND REGULATIONS CONCERNING EROSION AND SEDIMENTATION CONTROL PROTECTION OF
EXISTING STRUCTURES AND FACILITIES FROM SEDIMENTATION SHALL BE THE RESPONSIBILITY OF
THE CONTRACTOR. ITEMS TO BE PROTECTED SHALL INCLUDE, BUT ARE NOT LIMITED TO, CATCH
BASINS, NATURAL WATERWAYS, DRAINAGE DITCHES, WALKS, DRIVES, ROADS, LAWNS, AND STREAMS.
EROSION CONTROL MEASURES
SEEDING MIXTURE RATE (LF/ACRE
TALL FESCUE 80
PENSACOLA BAHIAGRASS 50
SERICEA LESPEDEZA 30
KOBE LESPEDEZA 10
SEEDING NOTES
1. FROM SEPT. 1 - MAR. 1, USE UNSCARIFIED SERICEA SEED
2. ON POORLY DRAINED SITES, OMIT SERICEA AND INCREASE KOBE TO 30 LB/ACRE.
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 LB/ACRE.
NURSE PLANTS
BETWEEN APRIL 15 AND AUG. 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE SUDANGRASS.
PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 25 LB/ACRE RYE (GRAIN).
SEEDING DATES
BEST POSSIBLE
EARLY SPRING: FEB. 15 -MAR. 20 FEB. 15 -APR. 30
FALL: SEPT. 1 -SEPT. 30 SEPT. 1 -OCT. 31
SEEDING SCHEDULE
1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PADS. (SEE DETAIL)
2. INSTALL EROSION CONTROL DEVICES AT SITE DISCHARGE POINTS TO PREVENT
OFF SITE SEDIMENTATION.
3. PERFORM NECESSARY CLEARING AND DEMOLITION.
4. INSTALL THE REMAINING SEDIMENT AND EROSION CONTROL PROTECTION.
5. CONSTRUCT WATER DEPENDENT STRUCTURES IN ACCORDANCE WITH THE CAMA
PERMIT
6. INSTALL THE STONE BASE AND ASPHALT FOR THE PROPOSED PARKING.
7. PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES
WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY FOR
SLOPES 3:1 OR FLATTER AND LESS THAN 50' IN LENGTH, FOR SLOPES 4:1 OR
FLATTER OF ANY LENGTH (EXCEPT FOR PERIMETERS AND HOW ZONES), AND
SLOPES NO STEEPER THAN 2:1 AND LESS THAN 10' IN LENGTH.
PROVIDE A GROUNDCOVER (TEMPORARY OR PERMANENT) ON EXPOSED SLOPES
WITHIN 7 CALENDAR DAYS FOR SLOPES STEEPER THAN 3:1 OR SLOPES 3:1 OR
FLATTER GREATER THAN 50' IN LENGTH, FOR HIGH QUALITY WATER (HWQ)
ZONES, AND PERIMETER DIKES, SWALES, DITCHES AND SLOPES.
8. MONITOR AND MAINTAIN THE INSTALLED EROSION CONTROL MEASURES
AND REPAIR AS NECESSARY.
9. ONCE VEGETATION IS ESTABLISHED, REMOVE THE CONTROL DEVICES.
CONSTRUCTION SEQUENCING
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NTS
TEMPORARY SEDIMENT POOL
CONSTRUCTION SPECIFICATIONS:
1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL
DRAINAGE. THE BLOCK FOUNDATION SHOULD BE
EXCAVATED AT LEAST 2 INCHES BELOW THE CREST OF
THE STORM DRAIN. PLACE THE BOTTOM ROW OF BLOCKS
AGAINST THE EDGE OF THE STORM DRAIN FOR LATERAL
SUPPORT AND TO AVOID WASHOUTS WHEN OVERFLOW
OCCURS. IF NEEDED, GIVE LATERAL SUPPORT TO
SUBSEQUENT ROWS BY PLACING 2 X 4 WOOD STUDS
THROUGH BLOCK OPENINGS.
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE
WIRE MESH WITH 1/2 -INCH OPENINGS OVER ALL BLOCK
OPENINGS TO HOLD GRAVEL IN PLACE.
3. USE CLEAN GRAVEL, 3/4- TO 1/2 -INCH IN
DIAMETER, PLACED 2 INCHES BELOW THE TOP OF THE
BLOCK ON A 2:1 SLOPE OR FLATTER AND SMOOTH IT TO
AN EVEN GRADE. NCDOT #57 WASHED STONE IS
RECOMMENDED.
PLAN VIEW
HARDWARE CLOTH - GEOTEX 2130
OR APPROVED EQUAL
TO BE PLACED 6" OUTSIDE THE
BOUNDARIES OF DRAINAGE BLOCK.
DEWATERING
SECTION VIEW
FOR USE WITH PROPOSED DROP INLETS
BLOCK AND GRAVEL INLET PROTECTION
NTS
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1. LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL
DRAINAGE. THE BLOCK FOUNDATION SHOULD BE
EXCAVATED AT LEAST 2 INCHES BELOW THE CREST OF
THE STORM DRAIN. PLACE THE BOTTOM ROW OF BLOCKS
AGAINST THE EDGE OF THE STORM DRAIN FOR LATERAL
SUPPORT AND TO AVOID WASHOUTS WHEN OVERFLOW
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SUBSEQUENT ROWS BY PLACING 2 X 4 WOOD STUDS
THROUGH BLOCK OPENINGS.
2. CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE
WIRE MESH WITH 1/2 -INCH OPENINGS OVER ALL BLOCK
OPENINGS TO HOLD GRAVEL IN PLACE.
3. USE CLEAN GRAVEL, 3/4- TO 1/2 -INCH IN
DIAMETER, PLACED 2 INCHES BELOW THE TOP OF THE
BLOCK ON A 2:1 SLOPE OR FLATTER AND SMOOTH IT TO
AN EVEN GRADE. NCDOT #57 WASHED STONE IS
RECOMMENDED.
PLAN VIEW
HARDWARE CLOTH - GEOTEX 2130
OR APPROVED EQUAL
TO BE PLACED 6" OUTSIDE THE
BOUNDARIES OF DRAINAGE BLOCK.
DEWATERING
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FOR USE WITH PROPOSED DROP INLETS
BLOCK AND GRAVEL INLET PROTECTION
NTS
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c
i00
mo
I
8 WIDE FISHING I I I I I
I III
I I PLATFORM
2x4 RAILING
(TYP)
FI
o
Ill \
I I I ►III I I I
III
I �1 111 l
l I I I I I I I / / / I 1
Q
Ln N
M
LU
m
I
Ln Ln
T-1
MAX 4" O.C.
4x6 POST
U
N
J
w
ho
c
LU
(TYP)
(TYP)42„
34
PROPOSED 6' BOARDWALK
APPROXIMATE LIMITS
OF ROCK AND
2x4 RAILING
2x4 EDGE
TOP OF DOCK ELEV = 3.50
5
MIN.
CONCRETE DEBRIS
2x4 EDGE PROTECTION
PROTECTION (TYP)
- - - -
NORMAL WATER LEVEL
0
1.5
ELEV i i.00
2x6 DECKING
3/8" SPACING
—
—5
2x6 DECKING
-
PROPOSED \
(TYP)
— 10
APPROXIMATE
SHEET PILE
In
LOCATION REMNANTS:::: -BULKHEAD
Li
OF WOODEN BULKHEAD
a
LONG H.D.
—15
1.5" ° 1'-9 3/4" 42" T
N N N
W w w
J J J
(n(n—N
Lu - LU ----.w
J J
11 p
M
J
N
w
J
GALVANIZED
a a a
a a
a -
a
1'-7 5/8'
BOLTS
0 0- 0
0 0
0
- o
5 1/2 2x8 JOIST
O.C. ° SIMPSON STRONG
OUTSIDE 2x8 TO
(5) 2x8 JOIST
\\
—20
(TYP)
TIE (TYP)
BE NOTCHED
\-
EXISTING BOTTOM CONTOUR
INTO PILING
H.D. GALVANIZED BOLTS (TYP)
o
°
--'-
- 2 5
(2) 2x12 GIRDERS
20
-
—30
I
(TYP)
20"
-
I
I
5/8" DIA. 12" LONG H.D.
_
—35
°
GALVANIZED BOLTS
FISHING PIER PILE PLAN
HORIZONTAL SCALE: 1 If
= 10'
VERTICAL SCALE: 111 = 10'
\\ 1
1
I
I I
I I
1 I
I I
1 I
I I
I �
O LOWERED HANDRAIL SECTION
SEE SECTION D, THIS SHEET
5
0
—5
—10
—15
—20
—25
—30
—35
rj
EX. GRADE `i 1'-3 5/16" °
(VARIES) 00 O.C.
°
i i ori
I El I M 117, x�_��/
SIMPSON STRONG= 1 1- III—III--I I I�
TI I (TYPI—I III 1 1 2x10 GIR(TYP)1-I 11=1 I=
—11 1-1 IIII-III-1 I-1
-III III I PTROOPO LEDOPSADE -
=1 11=1 1=III- _ OF
SHEET PILES I -I
11-1 I I Ia I I-1 -I 11-1 I -
_I 111 1I I I1 111 I I1 111
11-11 E =1I I I I1=1I1AIEdIE
-I I E- 1=III__ _ _ __
11-111 _ _-IIEIMII
=1 11=1 I=III=111=I I I=1 11=1
I I II I I1 I-1 1 ISI 1 1-
12d H.D. GALVANIZED
SPIRAL OR RING SHANK
NAILS (4 PER MEMBER)
3.50'
2x4x6 SUPPORT AT
EVERY VERTICAL
POST LOCATION
(TYP)
5/8" DIA. 6" LONG
o H.D. GALVANIZED
BOLTS
HANDRAIL SHALL BE
ATTACHED TO OUTER JOIST
AND EXTENDED GIRDER
5/8" DIA, H.D.
1.00' GALVANIZED BOLTS
= 1
+1 nn t7
SECTION E - BOARDWALK
CROSS-SECTION
1" = 2'
--- SHEET PILE BULKHEAD
20 LF TIMBER PILES (TYP)
G
TIMBER PILES (TYP)
REFER TO PILE PLAN FOR LENGTH
TO BE NOTCHED AS NECESSARY TO
ENSURE PROPER JOIST ALIGNMENT,
SPACERS WILL NOT BE PERMITTED
MAXIMUM SPACING
6.0'
2x6
2x6 RAILING -
2x6
#10 316 STAINLESS
W�
STEEL DECK SCREWS
2x4 EDGE
RAILING
2x8 JOIST (TYP)
TOP RAILING
PROTECTION�
(TYP)
2x4 CONTINUOUS ALONG PIER -
2x2 BALUSTERS
LENGTH; 12d H.D. GALVANIZED
V =
SPIRAL OR RING SHANK NAILS
J
8.0
OUTSIDE 2x8
MAX 4" O.C.
3'- 9 3'-9
2x8 JOIST 2x6 DECKING
(TYP) (TYP)
=
U
2x8 RAILING
4x6 POST
( TYP
N V
Ln
N
Q
C
p
2
(TYP)
c
i00
LL Ln
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2x6 RAILING
2x4 RAILING
(TYP)
FI
N
°'
I _
W
2x2 BALUSTERS
Q
Ln N
M
LU
m
3
Ln Ln
T-1
MAX 4" O.C.
4x6 POST
U
N
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(TYP)
(TYP)42„
34
2x4 RAILING
2x4 EDGE
%'�
MIN.
............. •.
2x4 EDGE PROTECTION
PROTECTION (TYP)
=
TYP
( )
1.5
2x6 DECKING
3/8" SPACING
-3„
1'-
2x6 DECKING
(TYP)
(TYP)
5/8" DIA, 15"
LONG H.D.
1.5" ° 1'-9 3/4" 42" T
°
OUTSIDE 2x8 TO
GALVANIZED
°
BE NOTCHED
o
1'-7 5/8'
BOLTS
INTO PILING
5 1/2 2x8 JOIST
O.C. ° SIMPSON STRONG
OUTSIDE 2x8 TO
(5) 2x8 JOIST
5 1/2
(TYP)
TIE (TYP)
BE NOTCHED
5/8" DIA. 16" LONG 1'-7 5/8" O.C.
INTO PILING
H.D. GALVANIZED BOLTS (TYP)
o
°
5/8" DIA. 12"
(2) 2x12 GIRDERS
20
LONG H.D.
(TYP)
20"
GALVANIZED BOLTS
5/8" DIA. 12" LONG H.D.
°
°
GALVANIZED BOLTS
(2) 2x8 CROSS
2x8 CROSS BRACING
BRACING
(TYP)
(2) 5/8" DIA. 10" LONG (TYP)
(2) 5/8" DIA. 10" LONG
H.D. GALVANIZED BOLTS
H.D. GALVANIZED BOLTS
2x12 GIRDERS
(TYP)
TIMBER PILES (TYP)
TIMBER PILES (TYP)
REFER TO PILE PLAN FOR LENGTH
REFER TO PILE PLAN FOR LENGTH
TO BE NOTCHED AS NECESSARY TO
TO BE NOTCHED AS NECESSARY TO
ENSURE PROPER JOIST ALIGNMENT,
ENSURE PROPER JOIST ALIGNMENT,
SPACERS WILL NOT BE PERMITTED
SPACERS WILL NOT BE PERMITTED
SECTION C-
SECTION B
1 = 2'
1" = 2'
rj
EX. GRADE `i 1'-3 5/16" °
(VARIES) 00 O.C.
°
i i ori
I El I M 117, x�_��/
SIMPSON STRONG= 1 1- III—III--I I I�
TI I (TYPI—I III 1 1 2x10 GIR(TYP)1-I 11=1 I=
—11 1-1 IIII-III-1 I-1
-III III I PTROOPO LEDOPSADE -
=1 11=1 1=III- _ OF
SHEET PILES I -I
11-1 I I Ia I I-1 -I 11-1 I -
_I 111 1I I I1 111 I I1 111
11-11 E =1I I I I1=1I1AIEdIE
-I I E- 1=III__ _ _ __
11-111 _ _-IIEIMII
=1 11=1 I=III=111=I I I=1 11=1
I I II I I1 I-1 1 ISI 1 1-
12d H.D. GALVANIZED
SPIRAL OR RING SHANK
NAILS (4 PER MEMBER)
3.50'
2x4x6 SUPPORT AT
EVERY VERTICAL
POST LOCATION
(TYP)
5/8" DIA. 6" LONG
o H.D. GALVANIZED
BOLTS
HANDRAIL SHALL BE
ATTACHED TO OUTER JOIST
AND EXTENDED GIRDER
5/8" DIA, H.D.
1.00' GALVANIZED BOLTS
= 1
+1 nn t7
SECTION E - BOARDWALK
CROSS-SECTION
1" = 2'
--- SHEET PILE BULKHEAD
20 LF TIMBER PILES (TYP)
G
TIMBER PILES (TYP)
REFER TO PILE PLAN FOR LENGTH
TO BE NOTCHED AS NECESSARY TO
ENSURE PROPER JOIST ALIGNMENT,
SPACERS WILL NOT BE PERMITTED
MAXIMUM SPACING
6.0'
ALL
THE
2x6 RAILING -
FISHING
THE UNIT
#10 316 STAINLESS
W�
STEEL DECK SCREWS
2x4 EDGE
(2 PER MEMBER PER
2x8 JOIST (TYP)
JOIST) 2x4 RAILING
PROTECTION�
(TYP)
2x4 CONTINUOUS ALONG PIER -
E
U
LENGTH; 12d H.D. GALVANIZED
V =
SPIRAL OR RING SHANK NAILS
J
(4 PER MEMBER)
OUTSIDE 2x8
F
v
N
NOTCHED INTO
PILING
2x8 JOIST 2x6 DECKING
(TYP) (TYP)
rj
EX. GRADE `i 1'-3 5/16" °
(VARIES) 00 O.C.
°
i i ori
I El I M 117, x�_��/
SIMPSON STRONG= 1 1- III—III--I I I�
TI I (TYPI—I III 1 1 2x10 GIR(TYP)1-I 11=1 I=
—11 1-1 IIII-III-1 I-1
-III III I PTROOPO LEDOPSADE -
=1 11=1 1=III- _ OF
SHEET PILES I -I
11-1 I I Ia I I-1 -I 11-1 I -
_I 111 1I I I1 111 I I1 111
11-11 E =1I I I I1=1I1AIEdIE
-I I E- 1=III__ _ _ __
11-111 _ _-IIEIMII
=1 11=1 I=III=111=I I I=1 11=1
I I II I I1 I-1 1 ISI 1 1-
12d H.D. GALVANIZED
SPIRAL OR RING SHANK
NAILS (4 PER MEMBER)
3.50'
2x4x6 SUPPORT AT
EVERY VERTICAL
POST LOCATION
(TYP)
5/8" DIA. 6" LONG
o H.D. GALVANIZED
BOLTS
HANDRAIL SHALL BE
ATTACHED TO OUTER JOIST
AND EXTENDED GIRDER
5/8" DIA, H.D.
1.00' GALVANIZED BOLTS
= 1
+1 nn t7
SECTION E - BOARDWALK
CROSS-SECTION
1" = 2'
--- SHEET PILE BULKHEAD
20 LF TIMBER PILES (TYP)
G
TIMBER PILES (TYP)
REFER TO PILE PLAN FOR LENGTH
TO BE NOTCHED AS NECESSARY TO
ENSURE PROPER JOIST ALIGNMENT,
SPACERS WILL NOT BE PERMITTED
MAXIMUM SPACING
4�
E
v
E
ALL
THE
ALL
BY
FISHING
THE UNIT
PIER PILINGS ARE TO BE PAID FOR
PRICE.
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2x8 JOIST (TYP)
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5/8" DIA, 16" J
LONG H.D.
GALVANIZED
BOLTS (TYP)
JOIST CROSS -BRACING
1" = 2'
a
2x6 DECKING
3/8" SPACING
(TYP)
2x8 7' 6"
RAILING
(TYP) 3'-9„ 3'-9„
2x6 RAILING
4 (TYP)
I V-9 3/4" J I
TYPICAL HANDICAP
ACCESSIBLE FISHING SECTION
(SEE PILE PLAN FOR
LOCATIONS)
1.5" J 1'-3" J I ° 11 34" MIN
(5) 2x8 JOIST
5/8" DIA, 16" LONG 1'-7 5/8" O.C.
H.D. GALVANIZED BOLTS (TYP)
5/8" DIA. 12" LONG H.D. (2) 202 GIRDERS
GALVANIZED BOLTS (TYP)
(2) 5/8" DIA. 10" LONG (2) 2x8 CROSS
H.D. GALVANIZED BOLTS BRACING
(TYP)
TIMBER PILES (TYP)
REFER TO PILE PLAN FOR LENGTH
TO BE NOTCHED AS NECESSARY TO
ENSURE PROPER JOIST ALIGNMENT,
SPACERS WILL NOT BE PERMITTED
m
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sr�
SECTION D - ADA FISHING SECTION
1" = 2'
2x4 RAILING
(TYP)
BOLT LENGTHS ARE PROVIDED AS ESTIMATES ONLY.
CONTRACTOR SHALL VERIFY ALL NOMINAL BOLT
LENGTHS AGAINST DIMENSIONS OF MATERIALS USED.
CONSTRUCTION NOTES:
1, PILINGS, JOISTS, GIRDERS, AND CROSS -BRACES
SHALL BE TREATED IN ACCORDANCE WITH AWPA
UC5B.
2. DECK BOARDS, RAILING POSTS, AND RAILING SHALL
BE TREATED IN ACCORDANCE WITH AWPA UC313.
3. ALL LUMBER SHALL BE SOUTHERN YELLOW PINE
GRADE 2 OR BETTER.
4, SEE SPECIFICATIONS FOR MORE INFORMATION.
%4 A
4�
E
v
E
ALL
THE
ALL
BY
FISHING
THE UNIT
PIER PILINGS ARE TO BE PAID FOR
PRICE.
W�
v
2x4 EDGE
2x8 7' 6"
RAILING
(TYP) 3'-9„ 3'-9„
2x6 RAILING
4 (TYP)
I V-9 3/4" J I
TYPICAL HANDICAP
ACCESSIBLE FISHING SECTION
(SEE PILE PLAN FOR
LOCATIONS)
1.5" J 1'-3" J I ° 11 34" MIN
(5) 2x8 JOIST
5/8" DIA, 16" LONG 1'-7 5/8" O.C.
H.D. GALVANIZED BOLTS (TYP)
5/8" DIA. 12" LONG H.D. (2) 202 GIRDERS
GALVANIZED BOLTS (TYP)
(2) 5/8" DIA. 10" LONG (2) 2x8 CROSS
H.D. GALVANIZED BOLTS BRACING
(TYP)
TIMBER PILES (TYP)
REFER TO PILE PLAN FOR LENGTH
TO BE NOTCHED AS NECESSARY TO
ENSURE PROPER JOIST ALIGNMENT,
SPACERS WILL NOT BE PERMITTED
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SECTION D - ADA FISHING SECTION
1" = 2'
2x4 RAILING
(TYP)
BOLT LENGTHS ARE PROVIDED AS ESTIMATES ONLY.
CONTRACTOR SHALL VERIFY ALL NOMINAL BOLT
LENGTHS AGAINST DIMENSIONS OF MATERIALS USED.
CONSTRUCTION NOTES:
1, PILINGS, JOISTS, GIRDERS, AND CROSS -BRACES
SHALL BE TREATED IN ACCORDANCE WITH AWPA
UC5B.
2. DECK BOARDS, RAILING POSTS, AND RAILING SHALL
BE TREATED IN ACCORDANCE WITH AWPA UC313.
3. ALL LUMBER SHALL BE SOUTHERN YELLOW PINE
GRADE 2 OR BETTER.
4, SEE SPECIFICATIONS FOR MORE INFORMATION.
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ALL
THE
BOARDWALK PILINGS SHALL BE PART OF
BASE BID.
W
v
2x8 7' 6"
RAILING
(TYP) 3'-9„ 3'-9„
2x6 RAILING
4 (TYP)
I V-9 3/4" J I
TYPICAL HANDICAP
ACCESSIBLE FISHING SECTION
(SEE PILE PLAN FOR
LOCATIONS)
1.5" J 1'-3" J I ° 11 34" MIN
(5) 2x8 JOIST
5/8" DIA, 16" LONG 1'-7 5/8" O.C.
H.D. GALVANIZED BOLTS (TYP)
5/8" DIA. 12" LONG H.D. (2) 202 GIRDERS
GALVANIZED BOLTS (TYP)
(2) 5/8" DIA. 10" LONG (2) 2x8 CROSS
H.D. GALVANIZED BOLTS BRACING
(TYP)
TIMBER PILES (TYP)
REFER TO PILE PLAN FOR LENGTH
TO BE NOTCHED AS NECESSARY TO
ENSURE PROPER JOIST ALIGNMENT,
SPACERS WILL NOT BE PERMITTED
m
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sr�
SECTION D - ADA FISHING SECTION
1" = 2'
2x4 RAILING
(TYP)
BOLT LENGTHS ARE PROVIDED AS ESTIMATES ONLY.
CONTRACTOR SHALL VERIFY ALL NOMINAL BOLT
LENGTHS AGAINST DIMENSIONS OF MATERIALS USED.
CONSTRUCTION NOTES:
1, PILINGS, JOISTS, GIRDERS, AND CROSS -BRACES
SHALL BE TREATED IN ACCORDANCE WITH AWPA
UC5B.
2. DECK BOARDS, RAILING POSTS, AND RAILING SHALL
BE TREATED IN ACCORDANCE WITH AWPA UC313.
3. ALL LUMBER SHALL BE SOUTHERN YELLOW PINE
GRADE 2 OR BETTER.
4, SEE SPECIFICATIONS FOR MORE INFORMATION.
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4x6 BLOCK FOR MOUNTING ROLLER PILE GUIDE
FASTEN TO STRINGER WITH (4) 1/2" GALVANIZED CARRIAGE BOLTS.
SCREW TO DECK BOARDS WITH (2) #10 316 STAINLESS STEEL
SCREWS PER DECK BOARD.
n
200 BLOCKING @ 4' O.C. (TYP) 2x10 STRINGERS (TYP)
MEN
O
0
0
0
'v
O
O
O
,t
NO EDGE PROTECTION
ALONG THIS EDGE
(6) 24%48%24" DOCK BUILDERS STANDARD
DOCK FLOATS (EACH SIDE), OR APPROVED EQUAL
SPACED EVENLY, APPROX. 4'-7" ON CENTER
NO EDGE PROTECTION
ALONG THIS EDGE
2x6 DECKING (TYP)
(3) 24%48%24" DOCK BUILDERS STANDARD
DOCK FLOATS, OR APPROVED EQUAL
SPACED EVENLY, APPROX. 4'-7" ON CENTER
z
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\ACCUDOCK 1-1/4" SCH 40 ALUMINUM 4' OVERHEAD ASSIST BAR, 0cn
OR APPROVED EQUAL a
w0
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0 Q
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8' TO CENTER OF OVERHEAD ASSIST BAR
I 11r
SEE INSET A
I
v
I
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°
°
°
O
O
0
O
B
12'
13'
25'
4x6 BLOCK FOR
ROLLER GUIDE
(ROLLER GUIDE AND
PILING NOT SHOWN
FOR CLARITY)
NOTCH STRINGER
AS NECESSARY
AVERAGE WATER
ELEV = ±1.00
L 4x6 BLOCK FOR MOUNTING ROLLER PILE GUIDE
FASTEN TO STRINGER WITH (4) 1/2" GALVANIZED CARRIAGE BOLTS.
SCREW TO DECK BOARDS WITH (2) #10 316 STAINLESS STEEL
SCREWS PER DECK BOARD.
4' TO CENTER OF OVERHEAD ASSIST BAR
2x4x6 BLOCK @ 4' O.C. (TYP)
/-- 2x4 EDGE PROTECTION (TYP)
FREEBOARD WITH NO LIVE LOAD: ±28"
' WITH 25 LB/SF LIVE LOAD: ±18"
ACCUDOCK 4' OVERHEAD ASSIST BAR,
OR APPROVED EQUAL
2x6 DECKING (TYP)
25'
1 A'
HURRICANE TIE (TYP) 2x6 BASE PLATES ' A USE 3/8" STAINLESS STEEL BOLTS WITH WASHERS AND A A
r 1111 h/I h/I
SIMPSON STRONG TIE H2.5A p w 2 SETS OF 2 PER FLOAT (TYP) NUTS TO FASTEN 2x6 BASE PLATES TO FLOATS. 2x10 CROSS -BRACING @ 4' O.C. (TYP)
/( OR APPROVED EQUAL 0 0 IMI INI ALL AVAILABLE FASTENING LOCATIONS SHALL HAVE BOLTS. IN �
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15 - 24"x48"x24" DOCK BUILDERS STANDARD
DOCK FLOATS, OR APPROVED EQUAL
(TYP)
SPACED EVENLY. APPROX. 4'-7" ON CENTER
SECTION B—B'
L
200 STRINGERS (TYP)
O.C. DISTANCE VARIES - SEE SECTION A -A'
4x6 BLOCK FOR
ROLLER GUIDE
(ROLLER GUIDE AND
PILING NOT SHOWN
FOR CLARITY)
I
FF------------ n — n III
rM n
A
4x6 BLOCK FOR MOUNTING ROLLER PILE GUIDE
FASTEN TO STRINGER WITH (4) 1/2" GALVANIZED CARRIAGE BOLTS.
SCREW TO DECK BOARDS WITH (2) #10 316 STAINLESS STEEL
SCREWS PER DECK BOARD.
(2) 2x10 RIM STRINGERS
1-1/2" GALVANIZED
SCH 80 PIPE
PILING SHALL BE FILLED WITH
CLEAN FILL SAND TO WITHIN 3'
OF TOP OF PILING.
FILL REMAINING VOID WITH
3000 PSI CONCRETE AND
CREATE SLIGHT DOME IN TOP
BOLT TO DOCK WITH
(4) 1/2" 0 BOLTS,
NUTS, LOCKWASHERS
(BOTH FACES)
(ALL GALVANIZED)
25 LF 10"
SCH 40
STEEL PILING
(TYP.)
2-1/2" UHMW ROLLER
INSET A
ROLLER PILE GUIDE
NTS
--4x6 BLOCK FOR MOUNTING ROLLER PILE GUIDE
FASTEN TO STRINGER WITH (4) 1/2" GALVANIZED CARRIAGE BOLTS.
SCREW TO DECK BOARDS WITH (2) #10 316 STAINLESS STEEL
SCREWS PER DECK BOARD.
3.50 6' WIDE BOARDWALK
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BOLT, NUT, LOCI
2-1/2" UHMW ROLLER
PILING SHALL BE FILLED WITH
CLEAN FILL SAND TO WITHIN 3'
OF TOP OF PILING.
FILL REMAINING VOID WITH
3000 PSI CONCRETE AND
CREATE SLIGHT DOME IN TOP
INSET A
ROLLER PILE GUIDE
NTS
4 — 8" CLEATS
(TYP)
2x6 BASE PLATES
2 SETS OF 2 PER FLOAT (TYP)
AVERAGE WATER ELEV = 1.00 \
12 - 36"X72"X12" DOCK BUILDERS STANDARD
DOCK FLOATS, OR APPROVED EQUAL
(TYP)
FREEBOARD WITH NO LIVE LOAD: ±20-3/4"
WITH 12 LB/SF LIVE LOAD: ±16"
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SCREW TO DECK BOARDS WITH (2) #10 316 STAINLESS STEEL
SCREWS PER DECK BOARD.
#10 316 STAINLESS
STEEL DECK SCREWS
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SECTION BB'
USE 3/8" STAINLESS STEEL BOLTS WITH WASHERS AND
NUTS TO FASTEN 2x6 BASE PLATES TO FLOATS.
ALL AVAILABLE FASTENING LOCATIONS SHALL HAVE BOLTS.
2x10 STRINGERS 17-5/8" O.C.
(TYP)
2x6 BASE PLATES
2 SETS OF 2 PER FLOAT (TYP)
62' —
15'-6"
11.00' SPACING 1.50' SPACING
(TYP) (TYP)
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PILE LOCATION GUIDE
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(2) 2x6 BASE PLATES
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USE 3/8" STAINLESS STEEL BOLTS WITH WASHERS AND
NUTS TO FASTEN 2x6 BASE PLATES TO FLOATS.
ALL AVAILABLE FASTENING LOCATIONS SHALL HAVE BOLTS.
6' WIDTH
BOLT LENGTHS ARE PROVIDED AS ESTIMATES ONLY.
CONTRACTOR SHALL VERIFY ALL NOMINAL BOLT
LENGTHS AGAINST DIMENSIONS OF MATERIALS USED.
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