20201139 Ver 1_CAMA Application_20200826

HATTERAS VILLAGE COMMUNITY CENTER DISTRICT
SIDEWALKS ALONG NC 12 HIGHWAY AND
EAGLE PASS ROAD IN HATTERAS VILLAGE
HATTERAS ISLAND, NORTH CAROLINA
*FY,F
PK NAIL FOUND
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R/W MONUMENT FOUND
— —
RIGHT OF WAY
ADJACENT PROPERTY LINE
EXISTING FIRE HYDRANT
VIRGINIA
NOR HCAROLINA
❑
EXISTING WATER METER
X
EXISTING WATER VALVE
%I'M
EXISTING WATER VALVE WITNESS POST
ALBEMARLE SOUND
EXISTING POWER POLE
EXISTING GUY WIRE ANCHOR
RALEIGH
O
EXISTING TELEPHONE PEDESTAL
n
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EXISTING CABLE TV PEDESTAL
R SITE
EXISTING LIGHT POLE
PAMLICO SOUND
CAPE HATTERAS
-�
EXISTING SIGNS
RELOCATED SIGNS
R/VFR
-
s
EXISTING CONTOURS
5
PROPOSED CONTOURS
_
APE LOOKOUT
1
EXISTING SPOT ELEVATIONS
5.67
PROPOSED SPOT ELEVATIONS
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EXISTING TREE / SHRUB
EXISTING TREELINE/VEGETATION
CAPE FEAR
PROPOSED TREELINE
REGIONAL VICINITY MAP
N.T.S.
ULVERT
CULVERT
DP OF DITCH
EX1511NU DITCH/SWALE INVERT
PROPOSED DITCH/SWALE
EXISTING CONCRETE
EXISTING PAVEMENT
EXISTING GRAVEL
EXISTING SOIL DRIVE
PROPOSED CONCRETE SIDEWALK
OEMPROPOSED CONCRETE SIDEWALK
AT EX. GRAVEL OR SOIL DRIVEWAY
PROPOSED CONCRETE SIDEWALK
AT EX. ASPHALT OR CONCRETE PAVEMENT
IN
PROPOSED ELEVATED WALK/BRIDGE
SF SILT FENCE
7- A I USACOE 404 WETLANDS
NORMAL WATER LEVEL
CAMA SETBACK AND AEC LINES
\A CA
0
S AL
0 57
FINAL DRAWING
FOR REVIEW
PURPOSES ONLY
emare
& ASSOCIATES, LTD.
Engineering - Environmental - Land Plannin
115 West Saint Clair St. Phone: [phone]
P.O. Box 3989 Fax: [phone]
Kill Devil Hills, NC 27948 www.AlbemarleAssociates.com
Certificate of Licensure No. C-1027
SHEET INDEX
SHEET # DESCRIPTION
CSC
COVER SHEET
C201
PROJECT NOTES & EROSION CONTROL DETAILS
C202
SIDEWALK SECTIONS & CONSTRUCTION DETAILS
C302
SIDEWALK PLAN SHEET (STA
00+00-00+00)
C303
SIDEWALK PLAN SHEET (STA
00+00-00+00)
C304
SIDEWALK PLAN SHEET (STA
00+00-00+00)
C305
SIDEWALK PLAN SHEET (STA
00+00-00+00)
C306a
SIDEWALK PLAN SHEET (STA
00+00-00+00)
C306b
SIDEWALK PLAN SHEET (STA
00+00-00+00)
C307
SIDEWALK PLAN SHEET (STA
00+00-00+00)
C306
SIDEWALK PLAN SHEET (STA
00+00-00+00)
C701
BRIDGE PLAN
C702
BRIDGE SECTIONS & CONSTRUCTION DETAILS

GENERAL
1. PRIOR TO CLEARING, THE CONTRACTOR SHALL FLAG THE SIDEWALK ROUTE AND REVIEW WITH THE
ENGINEER TO VERIFY LIMITS OF CLEARING. SIDEWALK ALIGNMENT MAY BE SHIFTED SLIGHTLY TO
PRESERVE SPECIMEN TREES OR LANDSCAPE FEATURES. ADJUSTMENT SHALL BE APPROVED BY THE
ENGINEER PRIOR TO IMPLEMENTATION.
2. ALL ITEMS SHOWN TO BE REMOVED SHALL BE PAID FOR UNDER "CLEARING & GRUBBING" (LUMP SUM)
UNLESS OTHERWISE CALLED FOR WITHIN THE BID FORM.
SURVEY NOTES
1. PROJECT TOPOGRAPHIC SURVEYS, UTILITY LOCATIONS, AND RIGHT-OF-WAY SURVEYS WERE PERFORMED
BY SEABOARD SURVEYING & PLANNING, INC. BETWEEN DATES.
2. PROJECT BASELINE CONTROL POINTS ARE 5/8" REBAR W/ SSP CAP.
3. THIS IS AN ENGLISH PROJECT. ALL DISTANCES, STATIONS & COORDINATES ARE IN US SURVEY FEET.
4. TOPOGRAPHY, PLANIMETRICS, RIGHT-OF-WAY LOCATIONS, UNDERGROUND UTILITIES, AND GRAVITY
UTILITIES WERE COLLECTED AND MAPPED USING A COMBINATION OF IMAGERY, ORTHO PHOTOGRAPHY,
GPS, CONVENTIONAL LOCATIONS, AND AUTOCAD.
5. DATUM STATEMENT
a. THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE
COORDINATES ESTABLISHED BY NGS FOR MONUMENT "XX" WITH NAD 83/2011 STATE PLANE GRID
COORDINATES OF NORTHING: X FT EASTING: X FT. THE AVERAGE COMBINED FACTOR USED ON THIS
PROJECT GROUND TO GRID IS X.
b. ALL ELEVATIONS SHOWN HEREON ARE BASED ON THE NAVD 88 DATUM PER NGS MONUMENT "XX"
ELEV = XX FEET.
7. THE LOCATIONS SHOWN HEREON FOR THE WESTERN RIGHT-OF-WAY OF NC 12 AND PROPERTY
BOUNDARIES WEST OF NC 12 WERE DETERMINED FROM RECORDED DEEDS, PLATS, AND OTHER RECORD
DOCUMENTS; AND BY FIELD LOCATION AND VERIFICATION OF EXISTING R/W AND PROPERTY BOUNDARY
MONUMENTATION.
EXISTING UTILITIES
1. PRIOR TO THE COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL CONTACT THE
UNDERGROUND UTILITIES LOCATING SERVICE (NC811 / 800-632-4949) AND APPLICABLE
NON-MEMBERS TO HAVE UTILITIES LOCATED.
2. EXISTING UTILITIES SHOWN ON THESE DRAWINGS WERE LOCATED FROM FIELD LOCATIONS PROVIDED
THROUGH CONTACT WITH NC811. UTILITY INFORMATION IS NOT GUARANTEED TO BE ACCURATE OR
COMPLETE.
3. WORK REQUIRES RELOCATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS. CONTRACTOR SHALL
CONTACT THE UTILITY REPRESENATIVE NOTED BELOW AND ENGINEER WITH AT LEAST 3 WEEKS NOTICE.
THE CONTRACTOR SHALL COORDINATE WORK WITH THE PROVIDER AS NEEDED.
WATER
DARE COUNTY WATER
SAMMY MIDGETT (252-256-1721)
STEVE HARRIS (252-256-0926)
ELECTRIC
CAPE HATTERAS ELECTRICAL COOPERATIVE
GEORGE PRICE (252-995-5616)
TELEPHONE
CENTURY LINK
TIMOTHY MIDGETT (252-475-8265)
CABLE TV
CHARTER CABLE
CINDY MUSCIA (252-581-0049)
TRAFFIC SIGNALS
NCDOT - DIVISION ONE
JASON DAVIDSON (252-482-1850)
4. WATER VALVE BOXES TO BE ADJUSTED TO GRADE SHALL BE DONE SO EITHER THROUGH AVAILABLE
CAPABILITY OF THE EXISTING BOX (SCREW TYPE) OR THROUGH AN EXTENSION. ALL VALVE BOX
ADJUSTMENTS SHALL BE INSPECTED BY DARE COUNTY WATER DEPARTMENT FOR ALIGNMENT PRIOR TO
PLACING CONCRETE.
5. WATER METER BOXES WILL BE RELOCATED BY THE COUNTY. THE COUNTY SHALL RELOCATE THE BOX
AND ADJUST THE COUNTY (SUPPLY) SIDE OF THE SERVICE, THE CONTRACTOR IS RESPONSIBLE FOR
COORDINATION OF THIS WORK, NOTIFICATION TO THE OWNER AND FOR RECONNECTION OF THE
PROPERTY OWNERS LINE TO THE RELOCATED METER. WORK SHALL BE PERFORMED BY A PLUMBER
LICENSED IN THE STATE OF NORTH CAROLINA.
6. VALVE WITNESS POST RELOCATIONS ARE TO BE PERFORMED BY DARE COUNTY WATER DEPARTMENT.
SOME OR ALL POSTS MAY BE RELOCATED BY THE COUNTY PRIOR TO CONSTRUCTION.
7. LIGHTS AND OTHER ELECTRICAL FEATURES TO BE REMOVED SHALL BE ACCOMPLISHED AND PROPERLY
TERMINATED BY AN ELECTRICIAN LICENSED IN THE STATE OF NORTH CAROLINA.
SIDEWALK NOTES
1. HORIZONTAL WALKWAY ALIGNMENT SHALL BE LESS THAN 5% (LONGITUDINAL SLOPE) AT ALL LOCATIONS
EXCEPT AS NOTED ON RAMP PORTIONS OF ELEVATED SECTIONS WHERE HANDRAILS ARE PROVIDED, OR
AT CURB RAMPS (6" MAX RISE IN 6')
2. CURB RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 848 OF THE NCDOT STANDARD
DETAILS AND SPECIFICATIONS.
3. NCDOT DETECTABLE WARNING DOMES SHALL BE PLACED AT ALL STREET INTERSECTIONS AND OTHER
COMMERCIAL DRIVEWAY LOCATIONS AS SHOWN ON THE PLANS. DOME SHALL BE PLACED IN
ACCORDANCE WITH NCDOT 848. ALL DETECTABLE WARNING DOMES SHALL CONFORM WITH SPECIAL
PROVISION SP08-126. DOMES MATERIAL SHALL BE CONCRETE UNITS WITH A TERRA COTTA COLOR.
DRAINAGE NOTES
1. DRAINAGE PIPES SHALL BE HDPE SMOOTH LINED CORRUGATED PLASTIC PIPE EXCEPT WHERE EXTENDING
AN EXISTING PIPE. DRAINAGE PIPE EXTENSIONS SHALL BE MADE USING THE SAME TYPE OF PIPE AS
THE EXISTING DRAINAGE PIPE. CONNECTIONS SHALL BE MADE USING INDUSTRY RECOMMENDED
COUPLINGS.
2. CONTRACTOR SHALL VERIFY EXISTING INVERTS OF CULVERTS TO BE EXTENDED. IF FIELD MEASUREMENTS
OF EXISTING INVERTS DO NOT AGREE WITH PLAN INFORMATION, NOTIFY CONSTRUCTION ADMINISTRATOR.
INVERTS MAY BE FIELD ADJUSTED TO MATCH EXISTING INVERT.
3. FLARED END SECTION SHALL BE PROVIDED AT ALL OPEN ENDS OF NEW DRAINAGE PIPE 12" OR
LARGER. FLARED END SECTIONS MATERIAL SHALL MATCH PIPE.
4. IN LOCATIONS WHERE EXISTING DRAINAGE PIPES ARE BEING EXTENDED, THE CONTRACTOR SHALL GRADE
ADJACENT AREAS TO DIRECT DRAINAGE TO THE END OF THE EXTENDED PIPE.
SIGNS
1. SIGNS TO BE RELOCATED SHALL BE PLACED SO THAT THE INSIDE EDGE OF THE SIGN IS NO MORE
THAN 6' FROM THE EDGE OF THE TRAVEL LANE OR VEHICULAR SURFACE (NCDOT STD DWG 904) AND
6" FROM THE EDGE OF ANY EXISTING OR NEW SIDEWALK.
2. ALL SIGNS SHALL BE LOCATED SO THAT THEY ARE CLEARLY VISIBLE FROM ANY DIRECTION FROM WHICH
THE SIGN IS INTENDED TO BE READ.
3. ALL HIGH VISIBILITY CROSSWALKS SHALL INCLUDE A PEDESTRIAN CROSSWALK WARNING SIGN CONSISTING
OF MUTCD W11-2 & W16-7P ON EITHER SIDE OF THE CROSSWALK FACING TRAFFIC.
PAVEMENT MARKINGS
1. ALL HIGH VISIBILITY CROSSWALKS AND STANDARD CROSSWALKS SHALL BE THERMOPLASTIC (120 MIL) IN
ACCORDANCE WITH NCDOT SPECIFICATIONS SECTION 1205.
2. PLANT WEEPING LOVEGRASS IN AREAS BETWEEN THE EDGE OF PAEMENT AND THE SIDEWALK ONLY IN
AREAS WHERE PROFILE PAVEMENT MARKING LINES ARE SHOWN (3 LB/100 SF).
EROSION AND SEDIMENTATION CONTROL NOTES
I. NARRATIVE:
"SIDEWALKS THROUGHOUT THE VILLAGE OF HATTERAS ALONG NC 12 HIGHWAY AND EAGLE PASS
ROAD" INCLUDES THE CONSTRUCTION OF APPROXIMATELY 2.9 MILES OF SIDEWALK ALONG
NC-12 AND 0.8 MILES ALONG EAGLE PASS ROAD. CONCRETE SIDEWALKS WILL BE 5' IN WIDTH.
AN ELEVATED WOOD PEDESTRIAN BRIDGE 8' IN WIDTH WILL ALSO BE PROVIDED ACROSS A
MAN-MADE CANAL. THE SIDEWALK ALIGNMENT HAS BEEN SELECTED TO MINIMIZE CONFLICTS
WITH EXISTING UTILITIES AND VEGETATION. CONSTRUCTION IS SCHEDULED TO BEGIN IN 2020.
THE PROJECT IS PRIMARILY LOCATED WITHIN THE NCDOT RIGHT-OF-WAY, WITH THE EXCEPTION
OF AN ENCROACHMENT ONTO DARE COUNTY PROPERTY. TOPOGRAPHY IS LEVEL AND THE SOILS
ARE SANDY. PORTIONS OF THE PROJECT WILL INCLUDE THE REMOVAL AND REPLACEMENT OF
EXISTING PAVEMENT OR STRIPING OF EXISTING PAVEMENT AS DENOTED ON THE PLANS.
DISTURBANCE SHALL BE MAINTAINED WITHIN 5' ON EITHER SIDE OF THE SIDEWALK (15' TOTAL)
EXCEPT IN ISOLATED AREAS WHERE SWALE RE -GRADING IS REQUIRED (AS SHOWN ON PLANS).
APPROXIMATELY 5.54 ACRES ARE TO BE DISTURBED. DISTURBED AREAS ARE TO BE STABILIZED
WITH TEMPORARY/PERMANENT VEGETATION ACCORDING TO THE SEQUENCE OF CONSTRUCTION.
II. SOILS:
UPLAND SOIL TYPES AS MAPPED IN THE SOIL SURVEY OF DARE COUNTY:
CARTERET SAND (CeA)
COROLLA FINE SAND (CoB)
DUCKSTON FINE SAND (DtA)
NEWHAN COROLLA COMPLEX (NhC)
III. CONSTRUCTION SEQUENCE:
• OBTAIN PLAN APPROVAL
• IDENTIFY CAMA AND USACOE JURISDICTIONAL AREAS
• HOLD PRE -CONSTRUCTION MEETING
SIDEWALK CONSTRUCTION
• FLAG OR STAKE WORK ALIGNMENT FOR SECTION TO BE CONSTRUCTED (1,500 FT MAXIMUM SEGMENT)
• INSTALL SILT FENCING ALONG UPLAND SIDE OF JURISDICTIONAL AREAS AS SHOWN ON PLANS
• INSTALL COIR LOGS WERE SHOWN ON PLANS
• SELECTIVELY REMOVE TREES AND SHRUBS TO CONSTRUCT SIDEWALKS AND ELEVATED WOOD BRIDGES
• STRIP VEGETATION AND TOPSOIL ALONG PORTION OF SIDEWALK UNDER CONSTRUCTION
• INSTALL CULVERTS, PLACE FILL MATERIAL CONSTRUCT SIDEWALK OR WALKWAY
• STABILIZE WITH TEMPORARY PERMANENT VEGETATION
• STABILIZATION SHALL OCCUR ONCE SECTIONS NO LONGER THAN 1,500 HAVE BEEN COMPLETED
• CONTINUE TO SEED, FERTILIZE AND WATER DISTURBED AREA TO STABILIZE
IV. SEDIMENTATION EROSION CONTROL NOTES:
1. PRIOR TO ANY LAND DISTURBING ACTIVITIES AND AFTER DELINEATION OF THE SIDEWALK
LOCATION AND JURISDICTIONAL AREAS, THE CONTRACTOR SHALL SCHEDULE A
PRE -CLEARING MEETING ON THE SITE WITH THE CONSTRUCTION MANAGER.
2. PRIOR TO THE COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL HAVE
THE APPROPRIATE UNDERGROUND UTILITIES LOCATED.
3. PRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES, EROSION AND
SEDIMENTATION CONTROL MEASURES IDENTIFIED ON THE EROSION AND SEDIMENT
CONTROL AND THIS PLAN SHALL BE INSTALLED IN ACCORDANCE WITH THE PROJECT
PLANS SPECIFICATIONS.
4. THE CONTRACTOR SHALL ENSURE THAT AREAS OUTSIDE OF THE LIMITS OF LAND
DISTURBANCE AS WELL AS EXISTING IMPROVEMENTS SPECIFICALLY NOTED FOR
PROTECTION ARE NOT ADVERSELY IMPACTED BY ANY CLEARING ACTIVITIES.
5. THE LIMITS OF LAND DISTURBANCE SHALL BE MAINTAINED AS NOTED UNLESS
OTHERWISE APPROVED. THE CONTRACTOR SHALL ENSURE THAT AREAS OUTSIDE OF THE
LIMITS OF LAND DISTURBING AS WELL AS TREES SPECIFICALLY NOTED FOR PROTECTION
ARE NOT ADVERSELY IMPACTED BY ANY CONSTRUCTION ACTIVITIES. ANY SPECIMEN
TREES DAMAGED SHALL BE REPLACED IN KIND.
6. EXPOSED SIDE SLOPES SHALL BE PLANTED OR
PROVIDED WITH TEMPORARY GROUND
COVER SUFFICIENT TO CONTROL EROSION WITHIN
14 CALENDER DAYS (7 FOR SLOPES
STEEPER THAN 3H : 1V) OF THE COMPLETION OF ANY PHASE OF GRADING.
7. IF EXCESSIVE WIND EROSION OR STORM WATER
RUNOFF DEVELOPS DURING TIME OF
CONSTRUCTION IN ANY LOCATION ON THE PROJECT SITE, ADDITIONAL SAND OR SILT
FENCING SHALL BE INSTALLED AS DIRECTED BY
ENGINEER, SEE SAND OR SILT FENCE
DETAIL.
8. SOIL EROSION AND SEDIMENTATION CONTROLS
TO BE INSPECTED, MAINTAINED AND
REPAIRED AS NECESSARY.
9. NO BURNING IS PERMITTED ON SITE.
10. NO BORROW PERMITTED FROM THE SITE.
11. ANY OFF -SITE MATERIAL USED FOR GRADING
FILL SHALL BE OBTAINED FROM A
PERMITTED BORROW PIT.
12. EXISTING TOPOGRAPHIC INFORMATION BASED ON
THE SURVEY INFORMATION OBTAINED
BY McKIM AND CREED DURING APRIL AND AUGUST OF 2012.
V. SEEDING SCHEDULE
APRL 1- MAY 15 PERMANENT SEEDWO
SPECIES
CENTIPEDE GRASS
COMMON BERMUDAGRASS
WINTER RYE GRAIN
NOTE: DELETE RYE GRAIN IF OVERSEEDING
ESTABLISHED RYE OR FESCUE.
DELETE FESCUE IF OVERSEEDING
ESTABLISHED FESCUE.
MAY 15 - %MY A PERMAMRff SEMW
SPECIES
RATE
CENTIPEDE GRASS
COMMON BERMUDAGRASS
3 LB/1000 SF
GERMAN MILLET
1 LB/1000 SF
3 LB/1000 SF
NOTE: DELETE MILLET IF OVERSEEDING
ESTABLISHED MILLET OR FESCUE.
DELETE FESCUE IF OVERSEEDING
ESTABLISHED FESCUE.
AUGM 15 - APRL k TEMPORARY SEEDWO
SPECIES
RATE
CENTIPEDE GRASS
WINTER RYE GRAIN
3 LB/1000 SF
1 LB/1000 SF
3 LB/1000 SF
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 500 LB
PER ACRE OF 10-10-10 FERTILIZER.
MULCH
USE JUTE, EXCELSIOR MATTING OR OTHINTIiFFECTIVE CHANNEL LINING
MATERIAL TO COVER BOTTOM AND SIDE (� �.0 ANCHOR MATTING
PER MANUFACTURERS RECOMMENDATION. S ING IS ALSO AN
ACCEPTABLE METHOD OF TEMPORARY S A�iM# l
MAmnsom CE
A MINIMUM OF 3 WEEKS IS REQUIRED TO FOR ESTABLISHMENT. INSPECT
AND REPAIR MULCH FREQUENTLY. FERTILIZE THE FOLLOWING SPRING
WITH 50 LB/ ACRE NITROGEN.
EX. GRADE
COUPLE NEW SECTION OF
PIPE TO EX. PIPE WITH
HUGGER BAND AND GASKET
/ TEMPORARY EXCAVATION AS
NEEDED TO PROVIDE ACCESS
TO BANDING LIMITS
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BUTT NEW SECTION OF BCCMP EX. CMP CULVERT
TO CUT END OF EX. PIPE
(DO NOT EXTEND PIPE BEYOND EX. CUT PIPE 6" BEYOND LIMITS
LIMITS UNLESS NOTED TO EXTEND) OF SEVERE CORROSION
REMOVE AND REPLACE END OF CMP CULVERT
NTS
COMPACTED FILL
WIRE REINFORCED SYNTHETIC
FIBRE JUTE MESH FILTER FABRIC
EXTENSION OF FILTER
FABRIC INTO THE TRENCH
DIRECTION OF FLOW
L POST
NOTES:
1. 6' POST SPACING FOR
NON -WIRE REINFORCED
FENCE. 8' POST SPACING
PERMITTED IF FENCE
CONTAINS REINFORCING
WIRE.
2. 4' MINIMUM OVERLAP
REQUIRED (ATTACHED AT
POSTS) WHEN JOINING
SECTIONS OF SILT FENCE.
3. SILT FENCE SHALL BE
ATTACHED TO STEEL POSTS
USING A MINIMUM OF 3
WIRE OR PLASTIC TIES.
X
TRAFFIC RAT
REII`_
FRAME SHALL BE BICYCLE SAFE
IF LOCATED IN SIDEWALK OR
PATHWAY. COORDINATE OPENING
WITH NCDOT 840.14.
TIE LOGS TOGETHER
IF MULTIPLE LOGS
ARE NEEDED
d
VARIES
(SEE PLANS)
6"
(TYP)
d
6" °
Y
Y
PLAN
VARIES
FINAL DRAWING
FOR REVIEW
PURPOSED ONLY
STRAW BALE(S)
DIRECTION
OF FLOW
EXISTING DITCH
18" COIR LOG
B
A
PLAN VIEW
9" MIN
4"-6"
AAA B-B
TYPICAL COIR LOG CHECK DAM DETAIL
(SEE SHEETS C101 AND C102)
NTS
-OIR LOG
STRAW BALE(S)
TOP OF BANK
Bi I
BOTTOM OF BANK
TOP OF BANK
_,c
STRAW BALE(S)
BOTTOM OF BANK
WOOD STAKE
4' O.C.
PRECAST REINFORCED CONCRETE CURB/DROP INLET NOTES
1. USE 4,000 PSI CLASS CONCRETE THROUGHOUT WITH REINFORCEMENT PER
NCDOT 840.45. STRUCTURE SHALL COMPLY WITH ASTM C913
2. PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 16" ON CENTER.
X USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
3. MAXIMUM DEPTH IS LIMITED TO 10' FOR WAFFLE BOXES.
4. CONSTRUCT WITH PIPE INVERTS AS INDICATED ON PLANS.
5. REFER TO NCDOT STD. DWG. 840.02 AND 840.14 FOR BOX DIMENSIONS.
6. PROTECT DRAINAGE INLETS FROM SEDIMENTATION USING SILT FENCE UNTIL
STABILIZATION IS COMPLETE.
RIM ELEVATION -
STD. 840.16 FRAME
& GRATE
SEE PLANS
7
ad a
d °d
VARIES
NCDOT PRECAST DRAINAGE
STRUCTURE (NCDOT 840.45)
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SECTION X-X
SECTION Y-Y
PRECAST REINFORCED CONCRETE DROP INLET
NTS
C201

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5' CONCRETE PATHWAY
(UNLESS OTHERWISE
Y2" TOOLED RADIUS SPECIFIED)
EX. GRADE
1 /4"/ FT.
_ gill (SEE NOTE 7)
° d d d
d
a ° d
a
°
4
1/2
NEATLY SAW CUT EX. PAVEMENT
ON BOTH EDGES. REMOVE
AND DISPOSE OF EX. PAVEMENT
EX. ASPHALT/
CONCRETE PAVEMENT
CONCRETE SIDEWALK DETAIL
NTS
5' CONCRETE PATHWAY
(UNLESS OTHERWISE
SPECIFIED)
1FT._ (TYP)
CONCRETE DRWWAY CROSSING
(AT EXISTING ASPHALT/CONCRETE PAVEMENT DETAIL)
NTS
R/W
VARIES VARIES VARIES
1' MIN. 5' SIDEWALK 6" MIN. DITCH
Y
R/W
(EXISTING VEGETATION
OR PAVEMENT)
4" THICK (6" AT DRIVEWAYS)
CLASS 'B' CONCRETE
(UNLESS OTHERWISE SPECIFIED)
COMPACT EXISTING
SUBGRADE TO 95%
STANDARD PROCTOR
DENSITY
APPLY JOINT FILLER
(EACH SIDE)
6" THICK, CLASS 'B' CONCRETE
(UNLESS OTHERWISE SPECIFIED)
COMPACT EXISTING
SUBGRADE TO 95%
STANDARD PROCTOR
DENSITY
VARIES
5' CONCRETE PATHWAY
(UNLESS OTHERWISE
Y2" TOOLED RADIUS SPECIFIED)
EXISTING GRAVEL GRADE SIDEWALK FLUSH
OR SOIL DRIVE WITH GRAVEL SURFACE
1 /4"/ FT.
(SEE NOTE 7)
����— —
n d d° d ° d d n
d d °
°
FILL ADJACENT VOIDS ° 4 °d ° d
WITH AGGREGATE BASE d ° d d ° d G
OR ACCEPTABLE MATERIAL\/\\/\\/\\/\\/\\�\\j\\�\\�\\�\\�� 6" THICK, CLASS 'B' CONCRETE
EXCAVATED FOR SIDEWALK
\\\/\\\\\\\//\\ UNLESS OTHERWISE SPECIFIED
CONSTRUCTION \ /\/� ( )
COMPACT EXISTING
SUBGRADE TO 95%
STANDARD PROCTOR
DENSITY
CONCRETE DRVEWAY CROSSING
(AT EXISTING GRAVEL/TOIL DRIVEWAY DETAIL)
NOTES:
1. ALL CONCRETE SHALL BE CLASS 'B', 4" THICK, UNLESS NOTED OTHERWISE. DRIVE APRONS AND SIDEWALK AT
DRIVEWAYS SHALL BE 6" THICK CONCRETE SHALL BE PREPARED IN ACCORDANCE WITH ACI 21 1.1, ACI 301 AND ASTM
C94.
2. CONTROL JOINTS SHALL BE PLACED PERPENDICULAR TO THE EDGE OF PAVEMENT AT 5' SPACING. CONTROL JOINTS
SHALL BE SAWED.
3. EXPANSION JOINTS SHALL BE PLACED AT THE END OF EACH SECTION OF CONSTRUCTION INCLUDING THE LOCATIONS
THAT PAVEMENT ABUTS EXISTING PAVEMENT AND AT 30' INTERVALS. EXPANSION JOINT MATERIAL SHALL BE Y2" THICK
AND CONFORM TO ASTM D 1751.
4. LONGITUDINAL SLOPE SHALL NOT EXCEED 5%.
5. A BROOMED SURFACE FINISH SHALL BE PROVIDED UNLESS OTHERWISE APPROVED BY THE OWNER.
6. TESTING SHALL BE PROVIDED BY THE CONTRACTOR.
7. REFER TO TYPICAL SECTION DETAILS AND PLANS FOR SLOPE DIRECTION.
TYPICAL SECTION 1 — (SIDEWALK OUTSIDE OF DITCH)
NTS
t4' PAVED
SHOULDER
w
z
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TRAVEL LANE
VARIES 5' SIDEWALK VARIES (12" MIN.) f4' PAVED TRAVEL LANE
6" MIN.(UNLESS OTHERWISE NOTED SHOULDER w
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T
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TYPICAL SECTION 2 — (SIDEWALK INSIDE OF DITCH)
NTS
R/W 5' SIDEWALK (OR EXISTING
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TO BE MARKED) (6' MIN.) SHOULDER w
z
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4"/� z
g
FOLLOW EXISTING GRADE
AND DRAINAGE PATTERN,
RAISE AS NEEDED TO
MAINTAIN TYPICAL SECTION
TYPICAL SEC11ON 3 — (SIDEWALK WITH NO DRAINAGE)
NTS
w
d
<2'
1 "
2'-4'
2"
4'-6'
3"
NCDOT HI —VISIBILITY CROSSWALK
NCDOT STANDARD CROSSWALK
8" WHITE
SIDEWALK
CROSSWALK LINES
*1EX. PAVEMENT 6' MIN. 4' MIN.
PEDESTRIAN (SEE
PLANS)
CROSSWALK
=24" WHITE CROSSWALK LINE
24" GAP
Q
24" WHITE CRO SWALK LINE
0
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5' SIDEWALK
w
W
O
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0
w
10' MIN.
WIDTH
01
EX. PAVEMENT
GENERAL NOTES:
1. THE MINIMUM WIDTH OF STANDARD CROSSWALKS IS 6'. THE WIDTH OF HI -VISIBILITY CROSSWALKS IS 10 FEET.
2. CROSSWALKS SHOULD BE CENTERED TO THEIR CORRESPONDING WHEELCHAIR RAMPS, BUT THEY SHALL NOT BE SET WITHIN THE INTERSECTION AREA ESTABLISHED BY
BISECTING THE INTERSECTION RADII.
3. PLACEMENT OF CROSSWALKS SHALL IN ALL CASES BE COORDINATED WITH THE LOCATION OF SIDEWALK.
ACD07PAVEMENT MARKINGS PEDESTRIAN CROSSWALKS
NTS
FINAL DRAWING
FOR REVIEW
PURPOSED ONLY
MAINTAIN 4' MIN.
5' SIDEWALK VARIES FROM EDGE
6" OF PAVEMENT
(MIN.)
Y4"/FT
3 3
MAX MAX
TYPICAL SWALE (REGRADED)
NTS
TRAVEL LANE
W
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NOTE: EXISTING SWALE SLOPES EXCEEDING
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USACOE 404 WETLANDS
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d ° d ° ° a ° de ° — a ° 2 S
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DRIVEWAY CROSSING
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—
54+00—
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(18 LF)
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C302.3
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GRAPHIC SCALE
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MY
+
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0 15 30 60 120
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HATTERAS FAR15OR T
—
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EXISTING PAVEMENT (47 LF)
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a
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- - - 6
+ o
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!s
+ IX STREET s
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RELOCATE EXISTING PAVEMENT -a
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EXISTING CONCRETE
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RIGHT OF WAY
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EXISTING PAVEMENT
ADJACENT PROPERTY LINE
EXISTING GRAVEL
CEMETERY
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EXISTING FIRE HYDRANT
®
❑
EXISTING WATER METER
EXISTING SOIL DRIVE :(/Q
58�19 NG 12 tiWY
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EXISTING WATER VALVE
O PULt IER W
PROPOSED CONCRETE SIDEWALK
0 57
= �
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EXISTING WATER VALVE WITNESS POST
PROPOSED CONCRETE SIDEWALK
55099 NG IZ t'fWY
O GLENS TERR
GIN ••
EXISTING POWER POLE
AT EX. GRAVEL OR SOIL DRIVEWAY
58129 NC, IZ tiWY
�a •
EXISTING TREE / SHRUB ',%%; ',%; ; '; ;
PROPOSED CONCRETE SIDEWALK
AT EX. ASPHALT OR CONCRETE PAVEMENT
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EXISTING TREELINE/VEGETATION
PROPOSED TREELINE 1
USACOE 404 WETLANDS
FINAL DRAWING
I57956
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C302.3
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INSTALL
- 'CONCRETE DRIVEWAY_ _ REMOVE PORTION OF EX.
-:, PAVEMENT AND INSTALL
INSEX.
INSTALL SIDEWALK /
6j FCC. 51
Z
Q
- +
z �
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+ 7gt,Q0 - � + _ / /y
p - - - - SS 9
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CROSSING (36 LF)
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\ WIDE SIDEWALK
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INSTALL TURN TURN
- - -
DOWN SIDEWALK TAPER-------------------—}?3j�2�
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l
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z DOWN SIDEWALK _ _ EDGE DE PAVED
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-_ TAPER z z _
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57547 NG IZ tivVY
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EX. DROP IN Er /moiNCREo °� a
57993 NC, IZ t WY
57953 NG IZ ttWY
579-57 NG P. HWY _ — -0
z
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5740Z NC, I2 MY 57356 NG 12 HWY
CROSSWALK ACROSS
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PORTION OF
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INSTALL SIDEWALK (24 LF)
INSTALL NCDOT STANDARD
CROSSWALK ACROSS
REMOVE PORTION OF
REMOVE PORTION OF
EX. PAVEMENT AND EX. PAVEMENT AND
INSTALL NCDOT STANDARDEX.
CROSSWALK ACROSS INSTALL NCDOT STANDARD
CROSSWALK ACROSS
EX. PAVEMENT (23 LF) EX. PAVEMENT (17 LF)
=
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INSTALL SIDEWALK (18 LF)
INSTALL SIDEWALK (38 LF)
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DRIVE APRON
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USACOE 404 WETLANDS
— —
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—
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FS - - - - - - - -- ',..—_— sIF,N -- - — --- x� — _ ® k _5 / — \ 3�7 HATTERAS ESTATES, SEC 1
TELEPHONE
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— —
RIGHT OF WAY
ADJACENT PROPERTY LINE
EXISTING FIRE HYDRANT
❑
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�a
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(24
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I
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5(0557 NC, 12 HWY
ASPHALT MILLIN66
DRIVEWAY
INSTALL CONCRETE
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(20 LF)
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NO PARKING
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— —
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EXISTING FIRE HYDRANT
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�a
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BAYDUNE SUBDIVISION I I SEA WHISPER CONDO
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INSTALL CONCRETE `�I6N PAD INSTALL CONCRETE 516N INSTALL CONCRETE 5I6N AND WITNE65 POST AND WITNE55 POST
DRIVEWAY CROSSING INSTALL CONCRETE DRIVEWAY CROSSING DRIVEWAY CROSSING
DRIVEWAY CROSSING
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GRAPHIC SCALE
0 15 30 60
(IN FEET)
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STRUCTURAL NOTES:
1. WHERE A DETAIL IS SHOWN ON STRUCTURAL DRAWINGS FOR ONE CONDITION, IT SHALL APPLY
TO ALL SIMILAR OR LIKE CONDITIONS UNLESS NOTED OR SHOWN OTHERWISE ON PLANS.
2. ALL ITEMS SHALL BE TIGHTLY ANCHORED OR ATTACHED SQUARE, PLUMB AND TRUE, OR IN
OTHER PLANES AND SHAPES AS SHOWN ON THE DRAWINGS. JOINTS SHALL BE TIGHT, EVEN AND
FREE OF OFFSETS. NO FIELD ALTERING OF ANY MEMBERS WILL BE ALLOWED THAT WILL CAUSE
THEM NOT TO BE IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS WITHOUT WRITTEN
APPROVAL OF THE PROJECT ENGINEER.
3. IF THE CONTRACTOR FINDS A DIFFERENCE BETWEEN THESE DRAWINGS AND EXISTING ELEVATIONS
OR OTHER CONDITIONS THAT PROHIBIT EXECUTION OF THE WORK AS DIRECTED IN THESE
DRAWINGS, THE CONTACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY.
4. 8"0 AND 6x6 TIMBER PILES SHALL BE A MINIMUM OF 2.5 CCA UC5B (8"0) OR UC4B (6x6)
AND SHALL MEET OR EXCEED AWPA STANDARDS (C-18) FOR PRESERVATION TREATMENT AS
APPLICABLE. PILES SHALL ACHIEVE A MINIMUM OF 10' PENETRATION INTO SUITABLE SUBSURFACE
MATERIAL.
5. STRUCTURAL FRAMING SHALL BE #2 SYP, 0.6 CCA TREATMENT AS SHOWN, AND SHALL MEET OR
EXCEED AWPA STANDARDS (UC4C) FOR PRESERVATION TREATMENT AS APPLICABLE.
6. DECKING, HANDRAILS AND PICKETS SHALL BE #1 SYP, TREATMENT AS SHOWN, AND SHALL MEET
OR EXCEED AWPA STANDARDS (UC4B) FOR PRESERVATION TREATMENT AS APPLICABLE, 0.6 ACQ
OR ACZA, NO CCA.
7. ALL CROSS BRACING SHALL BE #2 GRADE MATERIAL WITH A MINIMUM OF 2.5 CCA UC5B AND
SECURED WITH (2) %"0 HDG BOLTS IN PRE —DRILLED HOLES.
8. ALL FASTENERS SHALL BE STAINLESS STEEL OR HOT —DIP ZINC COATED IN ACCORDANCE WITH
ASTM A 153 AS INDICATED ON PLANS.
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4 1TI • 1: No a.

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRAXTON C. DAVIS
Director
August 26, 2020
MEMORANDUM:
NORTH CAROLINA
EnvironmentalQaallry
FROM: Gregg Bodnar, Assistant Major Permits Coordinator
NCDEQ - Division of Coastal Management
400 Commerce Ave., Morehead City, NC 28557
Fax: [phone] (Courier 04-16-33)
grega. bodnar(d)ncdenr.gov
SUBJECT: CAMA Application Review
Applicant: Hatteras Village Community Center District
Project Location: Along Hwy 12 and Eagle Pass Road
Proposed Project: Sidewalks throughout Hatteras Village Community Center District along NC-
12 & Eagle Pass Road in Dare County.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Green Bodnar at the address above by September 16, 2020. If you have any
questions regarding the proposed project, contact Yvonne Carver (252-264-3901, ext. 237) when
appropriate, in-depth comments with supporting data is requested.
REPLY: This agency has no objection to the project as proposed.
"Additional comments may be attached"
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.
PRINT NAME
AGENCY
SIGNATURE
DATE
4._ �E�� ��
�
North Carolina Department of Environmental Quality ! Division or Coastal Management
Elizabeth City Office 1 401 South Griffin Street, Suite 300 i Elizabeth City, North Carolina 27909
252.264.3901

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
1. APPLICANT'S NAME: Hatteras Village Community Center District
2. LOCATION OF PROJECT SITE: Throughout the Village of Hatteras along NC Hwy
12 and Eagle Pass Road (SR 1241), Hatteras, Dare County; adjacent the Atlantic
Ocean, Slash Creek, and man-made canal leading to the Pamlico Sound.
Latitude: 35013'2.20"N Longitude: 75°40'4.18"W
35012'57.34"N 75040'25.94"W
35013'5.21 "N 75041' 19.26"W
35012'44.30"N 75041'55.74"W
35012'54.41 "N 75041' 19.38"W
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit— 05/22/19 (Cynthia Rountree
with George Wood, EPI), 01/22/20 & 07/24/20 (Yvonne Carver) Applicant Not Present
5. PROCESSING PROCEDURE: Application Received Complete - 08/11/20
Office - Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan — Dare County
Land Classifications from LUP — General Commercial, Alt Medium & Medium
Density Residential, Single Family Residential
(B) AEC(s) Involved: Ocean Erodible Area (OEA), Coastal Shoreline (CS —
Estuarine & Public Trust), and Public Trust Area (PTA)
(C) Water Dependent: Yes & No
(D) Intended Use: Public
(E) Wastewater Treatment: Existing — n/a
Planned - n/a
(F) Type of Structures: Existing - Roadways, Bridges, Commercial and
Residential structures, Docks, Boatlifts, Bulkheads
Planned - Sidewalks and Pedestrian Bridge
(G) Estimated Annual Rate of Erosion: n/a
Source — n/a
7. HABITAT DESCRIPTION: [AREA]
DREDGED FILLED OTHER
(A) PTA
n/a
n/a
496± sf
shading
(B) CS
n/a
2,427± sf
288± sf
shading
(C) OEA
n/a
13,750± sf
n/a
(D) High ground
99± sf
224,262± sf
n/a

Field Investigation Report: Hatteras Village Community Center District
Page 2
(E) Total Area Disturbed: 241,322± sf (5.54 acres)
(F) Primary Nursery Area: No
(G) Water Classification: SA, HQW, SB Open: Closed to shellfishing
8. PROJECT SUMMARY: The Hatteras Village Community Center District proposes to
construct sidewalks along the right-of-ways of NC Hwy 12 and Eagle Pass Road along
approximately 3.69 miles throughout the Hatteras Village of Dare County, as well as
an elevated, wooden pedestrian bridge at the NC 12-southern canal bridge crossing.
Project Setting
As part of the Off Road Pathways for Hatteras Villages, this project is located within the Village
of Hatteras, Dare County, starting at the northern -most property in front of #56310 NC 12 Hwy,
which is west of the Atlantic Ocean, traveling south along Hwy 12, over The Slash Creek
Bridge, the NC-12 southern canal bridge crossing, and to the southern intersection of Hwy 12
and Eagle Pass Road adjacent #58550 NC 12 Hwy. At the Eagle Pass/Hwy 12 intersection,
the project will turn left and continue north along Eagle Pass Road to connect to the northern
intersection of Eagle Pass Road and NC 12 Hwy. The cumulative shoreline portion of the
project is 3,215±feet, and the estimated elevation of the tracts above normal water level (NWL)
is 3'. NC 12 Hwy is also listed as the Outer Banks Scenic Highway.
In the Ocean Erodible Area (OEA), Area of Environmental Concern (AEC), the concrete
sidewalk project will begin sited on the west side of NC Hwy 12 North and cross over to the
east side of NC 12 at the intersection of Elizabeth Avenue (refer to Plan Sheet C306a). The
VE zone ranges from 9' to 10' east of the Hwy, and the western side of the Hwy is zoned AE 3'
to 5'. The OEA AEC extends a total of 360' from the First Line of Stable Natural Vegetation
(FLSNV), with a minimum setback of 120' (30 times the setback factor of 4). The dunes east of
Hwy 12 are vegetated with Sea oats (Uniola paniculata). The proposed location for the
sidewalk has fine sands and indigenous grasses.
At the Slash Creek Bridge, a sidewalk is proposed to connect to the southeast side. The
riparian property to the southeast consists of a cleared, vacant parcel of land with a bulkheaded
shoreline. The riparian properties to the northeast consists of a small, vacant parcel of land
with a natural shoreline, as well as single-family residence with a bulkheaded shoreline, dock
and boatlift. Sidewalks are also proposed to connect to the northwest and southwest sides of
Slash Creek Bridge. The riparian property to the northwest consist of a single-family residence
with a bulkheaded shoreline, pier and boatlift. The riparian property to the southwest is owned
by Dare County, and is the location for the Hatteras Village Medical Center Association. The
proposed location of the sidewalks currently has indigenous grass and concrete/rock onsite.
A section of the sidewalk project will turn north onto Kohler Drive (SR 1237) in front of First
National Bank and end at a crosswalk to Saxon Cut Drive (SR 1340). This will provide
pedestrian access to the US Weather Bureau Station building, which is operated as a welcome
center by the Outer Banks Visitors Bureau through a partnership with the National Park
Service.

Field Investigation Report: Hatteras Village Community Center District
Page 3
At the NC 12-southern canal bridge crossing in Hatteras, the east and west riparian property
owners have single family residences, bulkheaded shorelines, and boatlifts; the property owner
to the west also had a shoreside dock. Each property has indigenous lawn grass onsite; the
property owner to east also has a concrete driveway in place. This bridge is north of Teach's
Lair Marina, and the canal connects to the Pamlico Sound. The water depth at this crossing is
-5.5' NWL. On January 22, 2020, the water level was approximately 2' below the bridge.
According to the applicant, the US Coast Guard does not consider the creek to be navigable.
There are no docking facilities/moorings within 0.4 miles north of the bridge crossing.
The sidewalk project continues to Eagle Pass Road (SR 1241). Approximately 180' south of
Flambeau Road and SS America Lane, SR 1241 extends across a narrow section bounded by
a canal that connects a portion of Slash Creek with Duck pond. A marsh in the west side canal
contained coastal wetland vegetation of Black needlerush (Juncus roemerianus) and Smooth
cordgrass (Spartina alterniflora). Vegetation along the Duck pond on the east side of the road
contained Black needlerush (Juncus roemerianus) and non -coastal vegetation. The project
would not impact any wetland vegetation. There are three large culverts at this crossing to
preserve a hydraulic connection. The right-of-way is located within the 30' setback. Division
staff had noted that concrete is not one of the exceptions to the buffer rule, and suggested an
elevated walkway in this area. Per the applicant's narrative, there is concern that an elevated
walkway could potentially compromise the integrity of the culverts. Therefore, the applicants
are requesting a concrete sidewalk in this location, with the walk to be sloped inwards with a
swale separating it from the road and directing runoff to infiltration areas. Staff notes that there
is approximately 10' from the edge of the canal (where riprap is currently sited along the water's
edge) to the road. The right-of-way is covered with indigenous grasses.
According to the applicant (MP-3 Upland Development) , a Sedimentation and Erosion Control
plan was submitted to the Division of Land Resources (aka DEMLR) on 02/21/20, and a site
development plan was submitted to the Division of Water Quality (DWQ) for stormwater
certification 02/21/20. A Right -of -Way Encroachment Agreement with the NC Department of
Transportation (NCDOT) is pending.
The adjacent waterbodies associated with this project are the Atlantic Ocean, Slash Creek, and
a man-made canal connected to Duck Pond. The Slash Creek connects to the Pamlico Sound
on the northern and southern termini. The Slash and connecting tributaries are classified as
Coastal Waters, and are in the Pasquotank River Basin. The Environmental Management
Commission's water classifications for this tributary are SA and High Quality Waters (HQW),
and the Atlantic Ocean as SB. The area is closed to shellfishing, and is not a primary nursery
area (PNA).
Development Proposal
The applicant is proposing the construction of 4± miles of 5' wide concrete sidewalks
throughout the Village of Hatteras, which includes 3± miles along NC Hwy 12 and less than 1
mile along Eagle Pass Road, as well as a pedestrian bridge over the canal, parallel to the NC
12-southern canal crossing bridge. The goals for this project are to provide a safe pedestrian
route throughout the village, interconnect with local points of interest, reduce traffic, and
promote exercise.

Field Investigation Report: Hatteras Village Community Center District
Page 4
Although the majority of the sidewalks will be located within the NCDOT right -way -way, a small
section will extend into property owned by Dare County. Primarily, the sidewalk will be new
concrete. Sections that are presently paved and in good condition will utilize striping with no
other modifications. Portions of pavement along locations on NC Hwy 12 that are beyond the
limits of the highway will be removed for improvement, and provide for drainage and increase of
infiltration for water quality, which will include swale, curb or gutter construction in locations and
modifications to existing drop inlets.
In the Ocean Erodible (OE) Area of Environmental Concern (AEC) along NC Hwy 12 North,
approximately 2,750 Ift of 5' wide concrete sidewalk is proposed.
At the site of the Slash Creek Bridge, the proposal within the CS AEC includes new concrete
sidewalks and the removal of existing asphalt and/or concrete pavement. Dimensions for this
walkway total 273'x5', for a cumulative impact of 1,365 sf within this AEC.
The NC 12-southern canal bridge crossing in Hatteras, located just north of the southern end of
Eagle Pass Road, currently has no means of pedestrian access. The pedestrian route of the
5'-wide sidewalk project proposes to cross over the man-made canal with an elevated, wooden
bridge with handrails measuring 98' long by 8' wide. Approximately 62'x8' (496 sf) of the bridge
will be over the canal, with approximately 2.75' navigational clearance, and the balance of 288
sf will be over land. In order to provide clearance over the private property owners' bulkheads
and transition down to maintain access over the existing driveway to the east, an ADA
compliant concrete ramp with handrails is proposed to be utilized and a section of the driveway
will be removed and replaced for the necessary alignment. The concrete ramp will also direct
stormwater runoff away from the canal towards sandy soils. Approximately 11'x9'11" (2 cy) of
high ground is proposed to be excavated for the bridge construction. The excavated material
will be used for fill at the transitional area of the walkway/ramp.
Heading north on Eagle Pass Road (SR 1241), approximately 270'x5' of concrete sidewalk will
located within the CS AEC for a total of 1,350 sf. Of this total, approximately 100 Ift of the
proposed concrete will be located within the 30' setback. No impervious surface currently
exists in this project area.
Anticipated Impacts
The construction of the concrete walkways will result in 13,750± of impervious surface in the
OEA AEC. Construction of the pedestrian bridge will result in the shading of 496± sf of PTA
AEC and 288± shading of PTS AEC. The driving of pilings for the bridge may result in
temporary turbidity in the adjacent waterway. Construction of the concrete walkways and
approaches to the pedestrian bridge will result in 2,427± sf of impervious surface in the CS
AEC. The remaining land disturbance for the Hatteras Village sidewalk project is noted to be
outside of the CAMA's AECs. The total impacts in the High Ground area are noted as
224,361± sf, of which includes 99± sf of dredging associated with the construction of the
pedestrian bridge. The project as proposed will disturb a total of 5.54 acres.
Submitted by: Yvonne Carver
Date: 08/05/20; Revised 08/24/20

Received
lbemarle AUG II
DM
A ASSOCIATES, LTD, nci EC I
Sidewalks throughout the Village of Hatteras
along NC-12 and Eagle Pass Road
Project Narrative
Revised August 11, 2020
The Hatteras Village Community Center District is pursuing the construction of
approximately 3.69 miles of sidewalks in Hatteras Village, including 2.92 miles along
NC-12 and 0.77 miles along Eagle Pass Road. This sidewalk seeks to provide a safe
pedestrian route throughout the village in a manner that is aesthetically pleasing and
compliant with all local, state and federal regulations. The sidewalk will interconnect
local points of interest within the village with the goal of reducing traffic and promoting
exercise. The alignment has been selected based upon available right-of-way,
location of destinations, safety and minimizing roadway crossings as well as impacts
to environmentally sensitive areas. The sidewalks will be primarily located within the
NCDOT right of way, with a small portion extending into County owned property.
The project is included within the "Off Road Pathways for Hatteras Island Villages".
This document is a plan developed by the Outer Banks National Scenic Byway
Committee and released in August 2006. This portion of NC-12 is within the Outer
Banks National Scenic Byway. While the Hatteras Village Sidewalk project is not
specifically being undertaken by the Byway Committee, the Hatteras Village
Community Center District seeks to comply with the Outer Banks National Scenic
Byway island wide pathway plan.
The sidewalk will be constructed primarily of new concrete, although sections that are
currently paved will utilize striping of existing pavement where the pavement is In good
condition and no other modifications are being sought. The project also includes an
elevated wooden pedestrian bridge crossing over the man-made canal beneath NC-
12 near Eagle Pass Road. Along many locations on NC-12, pavement exists well
beyond the limits of NC-12 lanes and paved shoulder. The project intends to remove
certain portions of this excess pavement for beautification within the Village while
providing for drainage and increasing infiltration capacity to improve water quality.
The Hatteras Village Community Center District is currently seeking funding for the
construction of these sidewalks through grants or other sources. For this reason, there
is no definitive date for construction. It is anticipated that construction will begin in
2020. Plans for the project will likely separate the route into sections so that it may be
constructed in phases as funding permits.
Land Planning — Engineering — Surveying — Environmental — Construction Management
P.O. Box 3989, 115 W. Saint Clair St., Kill Devil Hills, North Carolina 27948
Phone: [phone] wvnv.AlhemarleAssociates.com Fax: [phone]

Received
Sidewalks throughout the Village of Hatteras along NC-12 and Eagle Pass Rd
Project Narrative
August 11, 2020
Page 2 of 3
CAMA Permitting: George Wood (EPI) assisted with this'p�oj c o identify
jurisdictional waters and potential wetlands throughout the project route. George met
with Cynthia Rountree (NCDEQ DCM) and Billy Standridge (USACOE) to obtain
confirmation of the wetland limits. The flagging locations was obtained by Seaboard
Surveying during the physical survey for the project area and are shown on the
prepared plans. Throughout this process, four locations where the project limits will
be located within CAMA AEC's as follows:
• NC-12 / southern canal crossing: The pedestrian route will cross over a man-
made canal as it runs parallel to NC-12 just north of the southern end of Eagle
Pass Road. The bridge has no provisions for pedestrian access so an
independent pedestrian bridge will be constructed across the canal. The
horizontal and vertical alignment for this bridge is determined by numerous
constraints, including the bulkhead elevations on each side of the canal and
the existing driveway on the south side of the canal. In this location, the
horizontal alignment proved difficult to provide clearance over the bulkhead and
transition down to maintain access across the existing adjacent driveway. In
order to do so, a concrete ramp meeting ADA standards is being utilized and a
portion of the driveway will be removed and replaced to accommodate the
alignment. The concrete ramp is necessary to the water dependent bridge. This
will direct stormwater away from the canals and towards sandy upland soils.
The guardrail will also need to be modified to allow for access.
• NC-12 / Slash Creek: The Slash Creek bridge currently contains a sidewalk on
the ocean -side of the bridge. Plans are currently being developed for
replacement of the bridge (anticipated for 2023) that will include sidewalks on
both sides. AAL and the Hatteras Village Community Center District are
coordinating with NCDOT on matter, although it is expected that the bridge
replacement will occur after the sidewalks are installed. The sidewalks within
the 30' setback that will be constructed will include the removal of existing
pavement and result in a significant decrease of the amount of impervious
surface within the setback.
• NC-12 / Ocean Erodible Area: At the northern and of the project, the sidewalk
encroaches within the 360' Ocean Erodible Area AEC (approximately 2,237 If
of new sidewalk). In this location, much of the sidewalk has been placed on the
sound side of NC-12. An Ocean Hazard AEC Notice is being provided with this
submittal.
• Eagle Pass (Duck Pond / Slash Creek connection): Near the northern end of
Eagle Pass, the roadway extends across a narrow segment bounded by a
canal connecting a portion of Slash Creek with Duck pond (as noted on the
NCDEQ water classification GIS database). Three large diameter culverts are
located at this crossing to maintain the hydraulic connection. The entire right of
way is located within the 30' setback and there is concern that an elevated
walkway is not feasible due to the potential to compromise the integrity of the
culverts as well as proximity of a structure adjacent to the road. For this reason,

119,.;,1 nlljr .n_,
Sidewalks throughout the Village of Hatteras along NC-12 and Eagle Pass Rd
Project Narrative
August 11, 2020`.(r 4•..,
Page 3 of 3 t.,U
a concrete sidewalk is being provided. The walk will be sloped inwards with a
Swale separating it from the road and directing runoff to infiltration areas on
each side of the crossing.
Stormwater Management: Stormwater runoff from the sidewalk is being directed via
sheet flow to the shoulder areas of the sidewalk for vegetative filtration and infiltration
into the adjacent soils. Due to the limitations of the existing right of way width and
other constraints presented by existing utilities and vegetation, there is limited
opportunity to provide vegetative filters for this runoff. However, the soils in the area
are very sandy and most runoff is expected to infiltrate directly into the adjacent soils.
In addition, portions of the Village have pavement that extends from the edge of the
NC-12 paved shoulder to the right-of-way limits in a continuous manner. While some
of this pavement serves as parking for nearby business or attractions, other areas
have been identified to have excess pavement removed. At these locations, current
conditions typically direct the runoff via sheet flow directly into a closed drainage
system that outlets to the sound and existing waterways. The removal of this
pavement will create open vegetated areas that will provide infiltration and filtration of
stormwater to occur and are anticipated to benefit water quality.
Erosion and Sedimentation Control: The sidewalk construction will include clearing
and grading operations, pavement removal, concrete forming and placement, piling
installations for elevated wooden pedestrian bridge construction, landscaping and
some drainage improvements along the route. Existing NCDOT drainage ditches and
areas of environmental concern will be protected from construction activities and
sedimentation utilizing silt fencing along banks, coir log placement within swales and
drop inlet protection. The disturbed areas are to be stabilized with coastal vegetation,
temporary straw matting, hydro seeding and/or matting.
Soils: The sidewalk extends nearly 4 miles adjacent to roadway and thus encounters
several varieties of sandy soils. Dare County Soil Survey maps illustrate Carteret sand
(CeA), Corolla fine sand (CoB), Duckston fine sand (DtA) and Newhan fine sand
(NeC). There is also a section of Psamments (PsB) dredge sand that runs alongside
NC-12. It is unclear if this extends into the right of way.

Soil Map —Dare County, North Carolina
Map Unit Legend
Received
nrhA-pr%
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
BnD
Beaches-Newhan complex, 0
103.9
6.1%
to 25 percent slopes
CeA
Carteret sand, 0 to 2 percent
181.8
10.7%
slopes, frequently flooded
COB
Corolla fine sand, 0 to 6
74.9
4.4%
percent slopes, rarely
flooded
CrB
Corolla-Duckston complex, 0
11.4
0.7%
to 6 percent slopes, rarely
flooded
DtA
Duckston fine sand, 0 to 2
354.3
20.8%
percent slopes, occasionally
flooded
FrD
Fripp fine sand, 2 to 30 percent
8.4
0.6%
slopes
NeC
Newhan fine sand, 0 to 10
6.1
0.4%
percent slopes
NhC
Newhan-Corolla complex, 0 to
36.5
2.1%
10 percent slopes
OuB
Ousley fine sand, 0 to 5
13.4
0.8%
percent slopes, rarely
flooded
PSB
Psamments, 0 to 6 percent
30.9
1.8%
slopes
W
Water
878.4
51.7%
Totals for Area of Interest
1,700.1 1
100.0%
USDA Natural Resources Web Soil Survey 8/30/2019
Conservation Service National Cooperative Soil Survey Page 3 of 3

DOM MP4
APPLICATION for
Major Development Permit
y
(last revised 12/27/06)
DCM-FFv
North Carolina DIVISION OF COASTAL MANAGEMENT
1. Primary Applicant/ Landowner Information
Business Name
Project Name (if applicable)
Haterras Village Community Center District
Sidewalks throughout the Village of Hatteras along NC-12
and Eagle Pass Road
Applicant 1: First Name
MI
Last Name
Rick!
Shepherd
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional pages) with names listed.
Mailing Address
PO Box
City
State
56658 NC-12
Hatteras
NC
ZIP
Country
Phone No.
FAX No.
27943
Dare
252 - 986 - 2703 ext.
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Albemarle & Associates, Ltd / Environmental Professionals, I
Agent/ Contractor 1: First Name
MI
Last Name
John
M.
DeLucia
Agent/ Contractor 2: First Name
MI
Last Name
George
Wood
Mailing Address
PO Box
City
State
3989
Kill Devil Hills
NC
ZIP
Phone No. 1
Phone No. 2
27948
252 .441 - 2113
ext. 204
ext.
FAX No.
Contractor #
-
252 441 0965
Street Address (if different from above)
city
State
ZIP
115 West St. Clair St.
Kill Devil Hills
NC
27948 -
Email
[e-mail]
<Form continues on back>
252.808.2808 .. 1.888-4RCOASi -� i,,.'. ialmanagement.net

Form DCM MP-1 (Page/3 of�)
Received
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Street Address ° _ _ ,
State Rd. #
Dare
NC-12 / Eagle Pass Rd
NC-12 / SR-1241
Subdivision Name
City
State
Zip
n/a
Hatteras Village
NC
27943 -
Phone No.
Lot No. (a) (if many, attach additional page with list)
n/a - ext.
n/a, I I ,
a. In which NC river basin is the project located?
b. Name of body of water nearest to proposed project
Pasquotank
Slash Creek
c. Is the water body identified in (b) above, natural or manmade?
d. Name the closest major water body to the proposed project site.
®Natural ❑Manmade ❑Unknown
Pamlico Sound
e. Is proposed work within city limits or planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
®Yes ❑No
work falls within.
Dare County
4. Site Description
a. Total length of shoreline on the tract (ft.)
b. Size of entire tract (sq.ft.)
3215
n/a
c. Size of individual lot(s)
d. Approximate elevation of tract above NHW (normal high water) or
n/a, I I
NWL (normal water level)
(If many lot sizes, please attach additional page with a list)
3' ❑NHW or ®NWL
e. Vegetation on tract
grass
f. Man-made features and uses now on tract
roadway (NC-12 / Eagle Pass Rd), driveways and some sections of on -street parking
g. Identify and describe the existing land uses adlacent to the proposed project site.
roadway, residential, commercial
h. How does local government zone the tract?
I. Is the proposed project consistent with the applicable zoning?
C-2H (General Commercial), R-2AH (Alt Medium Denity
(Attach zoning compliance certificate, if applicable)
Residential), R-2H (Medium Density Residential), RS-1
®Yes ❑No ❑NA
(Single Family Residential)
j. Is the proposed activity part of an urban waterfront redevelopment proposal? []Yes RNo
k. Hasa professional archaeological assessment been done for the tract? If yes, attach a copy. []Yes RNo ❑NA
If yes, by whom?
I. Is the proposed project located in a National Registered Historic District or does it involve a ❑Yes RNo ❑NA
National Register listed or eligible property?
<Form continues on next page>
252.808.2808 .. 1.888.4RG0J',S'f .. www.nccoastalmanagement.net

Form DCM MP-1 (Page/ofX)
APPLICATION for
Received Major Development Permit
m. (1) Are there wetlands on the site? 11 , - .. - ®Yes ❑No
(it) Are there coastal wetlands on the site? D C I�-E C ®Yes ❑No
(iii) If yes to either (i) or (it) above, has a delineation been conducted? �VI L 1s ®Yes ❑No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
none
o. Describe existing drinking water supply source.
none
p. Describe existing storm water management or treatment systems.
existing swales, drop inlets and closed pipe systems are owned by NCDOT
5. Activities and Impacts
a.
Will the project be for commercial, public, or private use? ❑Commercial ®Public/Government
❑Pdvate/Community
b.
Give a brief description of purpose, use, and daily operations of the project when complete.
5' wide sidewalks and 8' wide elevated wooden walkways for pedestrian (recreational and transportation) use
c.
Describe the proposed construction methodology, types of construction equipment to be used during construction, the number of each type
of equipment and where it is to be stored.
small excavators and/or skid steers will be used for grading and excavation to walkway subgrade. Excavators with vibratory
hammer to be used for driving piles for wooden bridges. The contractor shall supply any staging areas needed.
d.
List all development activities you propose.
installation of 5' sidewalks and 8' wooden pedestrian bridges, remove of excess pavement in certain locations, minor
drainage work to include swale or curb & gutter construction in locations and modifications to existing drop inlets
e.
Are the proposed activities maintenance of an existing project, new work, or both? new work
f.
What is the approximate total disturbed land area resulting from the proposed project? 5.54 ❑Sq.Ft or ®Acres
g.
Will the proposed project encroach on any public easement, public accessway or other area ®Yes [-]No ❑NA
that the public has established use of?
h.
Describe location and type of existing and proposed discharges to waters of the state.
none
i.
Will wastewater or stormwater be discharged into a wetland? []Yes ®No ❑NA
If yes, will this discharged water be of the same salinity as the receiving water? ❑Yes ❑No ®NA
j.
Is there any mitigation proposed? []Yes ®No ❑NA
If yes, attach a mitigation proposal.
<Form continues on back>
252.808.2808 :: 1.888-4RCOA:, i .: www.nccoastalmanagement.net

Form DCM MP-1 (Pagegof�
Received
JUL
APPLICATION for
Major Development Permit
a ON A
6. Additional Information ` . 6
In addition to this completed application form, (MP-1) the following items below, if applicable, must be submitted in order for the application
package lobe complete. Items (a) — (I) arealways applicable to any major development application. Please consult the application
instruction booklet on how to. properly prepare the required items below.
a. A project narrative.
b. An accurate, dated work plat (including plan view and cross -sectional drawings) drawn to scale. Please give the present status of the
proposed project. Is any portion already complete? If previously authorized work, clearly indicate on maps, plats, drawings to distinguish
between work completed and proposed.
c. A site or location map that is sufficiently detailed to guide agency personnel unfamiliar with the area to the site.
d. A copy of the deed (with state application only) or other Instrument under which the applicant claims title to the affected properties.
e. The appropriate application fee. Check or money order made payable to DENR.
f. A list of the names and complete addresses of the adjacent waterfront (riparian) landowners and signed return recelpts as proof that such
owners have received a copy of the application and plats by certified mail. Such landowners must be advised that they have 30 days in
which to submit comments on the proposed project to the Division of Coastal Management.
Name see attached Phone No.
Address
Name Phone No.
Address
Name Phone No. -
Address
g. A list of previous state or federal permits Issued for work on the project tract. Include permit numbers, permittee, and Issuing dates.
Na
h. Signed consultant or agent authorization form, If applicable.
i. Wetland delineation, if necessary.
j. A signed AEC hazard notice for projects in oceanfront and inlet areas. (Must be signed by property owner)
k. A statement of compliance Wth the N.C. Environmental Policy Act (N.C.G.S. 113A 1-10), if necessary. If the project involves expenditure
of public funds or use of public lands, attach a statement documenting compliance with the North Carolina Environmental Policy Act.
7. Certification and Permission to Enter on Land
I understand that any permit issued in response to this application will allow only the development described in the application.
The project will be subject to the conditions and restrictions contained in the permit.
I certify that I am authorized to grant, and do in fact grant permission to representatives of state and federal review agencies to
enter on the aforementioned lands in connection with evaluating information related to this permit application and follow-up
monitoring of the project.
I further certify that the information provided in this application is truthful to the best of my kn wledge.
Date t �- -� ' � � Print Name Z, CAL( . SWLV—X
Signature
Please indicate application attachments pertaining to your proposed project.
❑DCM MP-2 Excavation and Fill Information ®DCM MP-5 Bridges and Culverts
®DCM MP-3 Upland Development
❑DCM MP-4 Structures Information
252 803-2808 -. t-888-4RCOAST .. www.nccoestaimanagement.net

Sidewalks Throughout the Village of Hatteras along NC-12 and Eagle Pass Road
Riparian Landowners
58530 NC-12
Douglas & Susan Sowers
1475 Oakbridge Court, Powhatan, VA, 23139
58508 NC-12
Magellan's Landing, LLC
104 Tennwood Court, Durham, NC, 27712
57635 NC-12
Dare County, Robert Outten, County Manager
PO Box 1000, Manteo, NC, 27954
57630 NC-12
Darrell & Lorna Daniels
PO Box 1087, Manteo, NC, 27954
57571 NC-12
EWN Investments Inc
PO Box 899, Powhatan, VA, 23139
0 NC-12
Jeffrey & Kathleen Oden
PO Box 374, Hatteras, NC, 27943
0 Eagle Pass Rd
Georgia Rhodes
310 Shore Dr, Apt 614, Virginia Beach, VA, 23451
0 Flambeau Rd
David & Karen Kelmer
PO Box 136, Hatteras, NC, 27943
Received
D l EC

Received
Form DCM MP-3 AT
UPLAND DEVELOPMENT DMEC
(Construction and/or land disturbing activities)
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures b. Number of lots or parcels.
proposed. None - improvements are being maintained in the R/W
5' Sidewalks and 8' wooden boardwalks
c. Density (give the number of residential units and the units per
acre).
n/a
e. If the proposed project will disturb more than one acre of land, the
Division of Land Resources must receive an erosion and
sedimentation control plan at least 30 days before land -disturbing
activity begins.
(1) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
®Yes ❑No ❑NA
(ii) If yes, list the date submitted: 2/21/2020
g. Give the percentage of the tract within the coastal shoreline AEC to
be covered by Impervious and/or built -upon surfaces, such as
pavement, building, rooftops, or to be used for vehicular driveways
or parking.
2,745 sf of new coverage in 75' AEC
11,188 sf of new coverage in 270' CEA AEC
I. Give the percentage of the entire tract to be covered by impervious
and/or built -upon surfaces, such as pavement, building, rooftops,
or to be used for vehicular driveways or parking.
+/- 70%
j. Describe proposed method of sewage disposal.
none
I. Describe location and type of proposed discharges to waters of the
state (e.g., surface runoff, sanitary wastewater, Industrial/
commercial effluent, "wash down" and residential discharges).
none
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
5.54 ac
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
concrete
h. Projects that require a CAMA Major Development Permit may also
require a Stormwater Certification.
(i) Has a site development plan been submitted to the Division of
Water Quality for review?
NYes []No ❑NA
(ii) If yes, list the date submitted: 2/21/2020
k. Have the facilities described in Item (i) received state or local
approval?
❑Yes ❑No UNA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
❑Yes NNo ❑NA
If yes, attach appropriate documentation.
252.808.28082 :: 1.888-4RCOAST :: www.nccoastal management. net revised: 12/26/06

Ftffl'm DCM MP-3 (Uplanel Developovent, Page 2 at 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
n/a
o. When was the lot(s) platted and recorded?
n/a
n. (i) Will water be impounded? ❑Yes ®No ❑NA
(it) If yes, how many acres? n/a
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes ❑No ®NA
Date
Sidewalks trhoughout the Village of Hatteras along NC-12 and .
Eagle Pass Rd
Project Name
'Hatteras Village Community Center District')S"
Applicant Name
Applicant Signature
292-808.2606 :: 1.888.4RCOASY :: wovvv necoastatmananement.net revised: 12/26106

Received
Form DCM MP-5 .10, ", �C�J
BRIDGES and CULVERTS D M EC
Attach this form to Joint Application for CAMA Major Permit, Form DCM MP-1. Be sure to complete all other sections of the Joint
Application that relate to this proposed project. Please include all supplemental information.
1. BRIDGES ❑This section not applicable
a. Is the proposed bridge:
❑Commercial ®Public/Government ❑Private/Community
c. Type of bridge (construction material):
Wood
e. (1) Will proposed bridge replace an existing bridge? ❑Yes ®No
If yes,
(ii) Length of existing bridge: n/a
(!it) Width of existing bridge: n/a
(iv) Navigation clearance underneath existing bridge: n/a
(v) Will all, or a part of, the existing bridge be removed?
(Explain) n/a
9. Length of proposed bridge: 98
i. Will the proposed bridge affect existing water Flow? ❑Yes ®No
If yes, explain: n/a
K. Navigation clearance underneath proposed bridge: 2.75'
m. Will the proposed bridge cross wetlands containing no navigable
waters? ❑Yes ®No
If yes, explain: n/a
b. Water body to be crossed by bridge:
man made canal
d. Water depth at the proposed crossing at NLW or NWL:
5.5' deep
f. (i) Will proposed bridge replace an existing culvert? ❑Yes ®No
If yes,
(ii) Length of existing culvert: n/a
(iii) Width of existing culvert: n/a
(iv) Height of the top of the existing culvert above the NHW or
NWL: n/a
(v) Will all, or a part of, the existing culvert be removed?
(Explain) n/a
h. Width of proposed bridge: 8'
j. Will the proposed bridge affect navigation by reducing or
increasing the existing navigable opening? ❑Yes ®No
If yes, explain: bridge will not restrict traditional navigation
I. Have you contacted the U.S. Coast Guard concerning their
approval? ®Yes ONO
If yes, explain: Coast Guard stated they do not consider the
creek to be navagable
n. Height of proposed bridge above wetlands: n/a
2. CULVERTS ®This section not applicable
a. Number of culverts proposed: n/a
b. Water body in which the culvert is to be placed:
n/a
252.808.2808 :: 1.888.4RCOAST :: www.nccoastaimanagement.net revised: 10/26/06

Farm DCM MP-5 (Bridges and Culverts, Page 2 of a) Received
c. Type of culvert (construction material):
rile
d. (1) Will proposed culvert replace an existing bridge? e. (1) Will proposed culvert replace an existing culvert?
❑Yes ONO
If yes,
(ii) Length of existing bridge: n/a
(Ili) Width of existing bridge: n/a
(iv) Navigation clearance underneath existing bridge: n/a
(v) Will all, or a part of, the existing bridge be removed?
(Explain) We
f. Length of proposed culvert: n/a
h. Height of the top of the proposed culvert above the NHW or NWL.
n/a
J. Will the proposed culvert affect navigation by reducing or
increasing the existing navigable opening? ❑Yes ONO
Ifyes,explain: n/a
[-]Yes ONO
If yes,
(ii) Length of existing culvert(s): n/a
(ill) Width of existing culvert(s): n/a
(iv) Height of the top of the existing culvert above the NHW or
NWL: ❑/a
(v) Will all, or a part of, the existing culvert be removed?
(Explain) We
g. Width of proposed culvert: n/a
I. Depth of culvert to be buried below existing bottom contour,
n/a
k. Will the proposed culvert affect existing water flow?
[]Yes ®No
If yes, explain: rile
3. EXCAVATION and FILL ❑This section not applicable
a. (i) Will the placement of the proposed bridge or culvert require any
excavation below the NHW or NWL? []Yes ONO
If yes,
(it) Avg. length of area to be excavated: n/a
(iii) Avg. width of area to be excavated: rile
(iv) Avg. depth of area to be excavated: n/a
(v) Amount of material to be excavated In cubic yards: We
c. (i) Will the placement of the proposed bridge or culvert require any
high -ground excavation? ®Yes []No
If yes,
(ii) Avg. length of area to be excavated: 11'
(iii) Avg. width of area to be excavated: 9
(iv) Avg. depth of area to be excavated: 11"
(v) Amount of material to be excavated in cubic yards: 2
b. (i) Will the placement of the proposed bridge or culvert require any
excavation within coastal wetlands/marsh (CW), submerged
aquatic vegetation (SAV), shell bottom (SB), or other wetlands
(WL)? If any boxes are checked, provide the number of square
feet affected.
❑CW ❑SAV ❑SB
OWL ®None
(it) Describe the purpose of the excavation in these areas:
n/a
252-808.2808 :: 1.888.4RCOAST :: wyinymccoastalmanarrement.not revised: 10/26/06

Received
Forth DCM MP-5 (Bridges and Culverts, Page 3 of 4)
d. If the placement of the bridge or culvert Involves any excavation, please complete the following: y^�
(I) Location of the spoil disposal area: Excavated material to be used for fill at walk/ramp transition. Excess to be rig v n &I e
(ii) Dimensions of the spoil disposal area: Iris
(ill) Do you claim title to the disposal area? []Yes [:]No (if no, attach a letter granting permission from the owner.)
(iv) Will the disposal area be available for future maintenance? []Yes ❑No
(v) Does the disposal area Include any coastal wetlands/marsh (CW), submerged aquatic vegetation (SAVs), other wetlands (WL), or shell
bottom (SB)?
❑CW ❑SAV ❑WL ❑SB []None
If any boxes are checked, give dimensions If different from (ii) above. n/a
(vi) Does the disposal area include any area below the NHW or NWL? ? ❑Yes ONO
If yes, give dimensions if different from (11) above. n/a
e. (1) Will the placement of the proposed bridge or culvert result In any f. (1) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to fill (other than excavated material described in Item of above) to
be placed below NHW or NWL? []Yes ®No be placed within coastal wetlands/marsh (CW), submerged
If yes, aquatic vegetation (SAV), shell bottom (SB), or other wetlands
II Avg, length of area to be filled: Iris (WL)? If any boxes are checked, provide the number of square
(Ii) g• 9 feet affected.
(ill) Avg. width of area to be filled: Ir/a ❑CW _ ❑SAV ❑SB
(iv) Purpose of fill: n/a ❑WL _ ®None
(ii) Describe the purpose of the excavation in these areas:
We
g. (1) Will the placement of the proposed bridge or culvert result in any
fill (other than excavated material described in Item d above) to
be placed on high -ground? ❑Yes ®No
If yes,
(11) Avg. length of area to be filled: n/a
(ill) Avg. width of area to be filled: We
(Iv) Purpose of fill: n/a
a. Will the proposed project require the relocation of any existing b. Will the proposed project require the construction of any temporary
utility lines? []Yes ®No detour structures? ❑Yes ®No
If yes, explain: rills If yes, explain: We
If this portion of the proposed project has already received
approval from local authorities, please attach a copy of the
approval or certification.
< Form continues on back>
252-808-2808 :: 1-688-4RCOAST n vvww nccoastalmanaaement.net revised: 10/26/06

Fortu a CRA NIP-5 (Bridges anal Culverts, Page 4 of 4)
c. Will the proposed project require any work channels? d.
❑Yes ®No
If yes, complete Form DCM-MP-2.
How will excavated or fill material be kept on site and erosion
controlled?
silt fence will be Installed along JD waters until grassed
e. What type of construction equipment will be used (for example, f. Will wetlands be crossed In transporting equipment to project site?
dragline, backhoe, or hydraulic dredge)? ❑Yes ®No
Pile auger and jet to install pilings. Carpentry equipment to If yes, explain steps that will be taken to avoid or minimize
construct walkway such as saw, air nailer, drill, air nailers, environmental Impacts.
sander, generator and compressor We
g. Will the placement of the proposed bridge or culvert re uire an
shorellne stabilization? Mes an
If yes, complete form MP-2, Section 3 for Shoreline
Stabilization only.
Dale I Received
Sidewalks throughout Hatteras Village along NC-12 and Eagle Ill.
Pass
Project Name
Hatteras Village Community CEnter District
:Applicant Name 1 -
—RZ. i d'LL 5 �Lz ��{1 t G C�
Applicant Signature'
252-808.2608 :: '6880.412COASY :: www nccoastalmnnaaenlent,,,et revised: 10126/06

sidewalks Throughout the
Village of Hatteras along STATE OF NORTH CAROLINA
ROUTE NC-12 & SR-1241 PROJECT NC-12 and Eagle Pass COUNTY OF Dare
DEPARTMENT OF TRANSPORTATION
-AND-
Hatteras Village Community Center District
RIGHT OF WAY ENCROACHMENT AGREEMENT
FOR NON -UTILITY ENCROACHMENTS ON
PRIMARY AND SECONDARY HIGHWAYS
f l` "d
THIS AGREEMENT, made and entered into this the _ day of _ , 20 _ , by and between the Department
of Transportation, party of the first part; and _ ri'�.
party of the LU= second part,
WITNESSETH
THAT WHEREAS, the party of the second part desires to encroach on the right of way of the public road designated as
Route(s) NC-12 and SR-1241 (Eagle Pass Road) , located Along the entire length of each road within
Hatteras village with the construction and/or erection of a 5' sidewalk and associated crosswalks and a 8 wide pedestrian
bridge over the slash (south end)
WHEREAS, it is to the material advantage of the party of the second part to effect this encroachment, and the
party of the first part in the exercise of authority conferred upon it by statute, is willing to permit the encroachment
within the limits of the right of way as indicated, subject to the conditions of this agreement;
NOW, THEREFORE, IT IS AGREED that the party of the first part hereby grants to the party of the second
part the right and privilege to make this encroachment as shown on attached plan sheet(s), specifications and
special provisions which are made a part hereof upon the following conditions, to writ:
That the said parry of the second part binds and obligates himself to install and maintain the encroaching facility in such safe
and proper condition that it will not interfere with or endanger travel upon said highway, nor obstruct nor Interfere with the proper
maintenance thereof, to reimburse the party of the first part for the cost incurred for any repairs or maintenance to its roadways
and structures necessary due to the installation and existence of the facilities of the party of the second part, and if at any time the
parry of the first part shall require the removal of or changes in the location of the said facilities, that the said party ofthe second
part binds himself, his successors and assigns, to promptly remove or after the said facilities, in order to conform to the said
requirement without any cost to the party of the first part
That the party of the second part agrees to provide during construction and any subsequent maintenance proper signs, signal
lights, flagmen and other waming devices for the protection of traffic in conformance with the latest Manual on Uniform Traffic
Control Devices for Streets and Highways and Amendments or Supplements thereto. Information as to the above rules and
regulations may be obtained from the Division Engineer of the party of the first part
That the party of the second part hereby agrees to indemnify and save harmless the party of the first part from all damages
and claims for damage that may arise by reason of the installation and maintenance of this encroachment.
It is clearly understood by the party of the second pa"at the party of the first part will assume no responsibility for any
damage that may be caused to such facilities, within the highway rights of way limits, in carrying out its construction and
maintenance operations.
That the parry of the second part agrees to restore all areas disturbed during installation and maintenance to the satisfaction of
the Division Engineer of the parry of the first part, The party of the second part agrees to exercise every reasonable precaution
during construction and maintenance to prevent eroding of soil; sifting or pollution of rivers, streams, lakes, reservoirs, other water
impoundments, ground surfaces or other property; or pollution of the air. There shall be compliance with applicable rules and
regulations of the North Carolina Division of Environmental Management, North Carolina Sedimentation Control Commission, and
with ordinances and regulations of various counties, municipalities and other official agencies relating to pollution prevention and
control. When any installation or maintenance operation disturbs the ground surface and existing ground cover, the party of the
second part agrees to remove and replace the sod or otherwise reestablish the grass cover to meet the satisfaction of the Division
Engineer of the party of the first part.
That the party of the second part agrees to assume the actual cost of any inspection of the work considered to be necessary
by the Division Engineer of the party of the first part.
That the party of the second part agrees to have available at the encroaching site, at all times during construction, a copy of
this agreement showing evidence of approval by the parry of the first part. The party of the first part reserves the right to stop all
work unless evidence of approval can be shown.
Provided the work contained in this agreement is being performed on a completed highway open to traffic; the party of the
second part agrees to give written notice to the Division Engineer of the party of the first part when all work contained herein has
been completed. Unless specifically requested by the party of the first part, written notice of completion of work on highway
pro)ects under construction will not be required.
That in the case of noncompliance with the terms of this agreement by the party of the second part the party of the first part
reserves the right to stop all work unit[ the facility has been brought into compliance or removed from the right of way at no cost to
the party of the first part.
That E is agreed by both parties that this agreement shall become void if actual construction of the work contemplated herein
is not begun within one (1) year from the date of authorization by the party of the first part unless written waiver is secured by the
Party of the second part from the party of the first part
R/W (161A) : Party of the Second Part certifies that this agreement is true and accurate copy of the form
RMf (161A) incorporating all revisions to date.
FORM R/W 16.1A (January, 1981)

IN WITNESS WHEREOF, each of the parties to this agreement has caused the same to be executed the day and
year first above written.
m?[
!UI 13 2020
ATTEST WITNESS:
CX
DEPARTMENT OF TRANSPORTATION
BY:
Second Party
INSTRUCTIONS
DIVISION ENGINEER
When the applicant is a corporation or a municipality, this agreement must have the corporate seal and
be attested by the corporation secretary or by the empowered city official, unless a waiver of corporate
seal and attestation by the secretary or by the empowered City official is on file in the Raleigh office of the
Manager of Right of Way. In the space provided in this agreement for execution, the name of the
corporation or municipality shall be typed above the name, and title of all persons signing the agreement
should be typed directly below their signature.
When the applicant is not a corporation, then his signature must be witnessed by one person. The
address should be included in this agreement and the names of all persons signing the agreement
should be typed directly below their signature.
This agreement must be accompanied, in the form of an attachment, by plans or drawings showing the
following applicable information:
1. All roadways and ramps.
2. Right of way lines and where applicable, the control of access lines.
3. Location of the proposed encroachment
4. Length and type of encroachment.
5. Location by highway survey station number. If station number cannot be obtained, location
should be shown by distance from some identifiable point, such as a bridge, road,
intersection, etc. (To assist in preparation of the encroachment plan, the Departments
roadway plans may be seen at the various Highway Division Offices, or at the Raleigh
office.)
6. Drainage structures or bridges if affected by encroachment
7. Typical section indicating the pavement design and width, and the slopes, widths and
details for either a curb and gutter or a shoulder and ditch section, whichever is applicable.
8. Horizontal alignment indicating general curve data, where applicable.
9. Vertical alignment indicated by percent grade, P.I. station and vertical curve length, where
applicable.
10. Amount of material to be removed and/or placed on NCDOT right of way, if applicable.
11. Cross -sections of all grading operations, indicating slope ratio and reference by station
where applicable.
12. All pertinent drainage structures proposed. Include all hydraulic data, pipe sizes, structure
details and other related information.
13. Erosion and sediment control.
14. Any special provisions or specifications as to the performance of the work or the method of
construction that may be required by the Department must be shown on a separate sheet
attached to encroachment agreement provided that such information cannot be shown on
plans or drawings.
15. The Departments Division Engineer should be given notice by the applicant prior to actual
starting of installation included in this agreement.
16. Method of handling traffic during construction where applicable.
17. Scale of plans, north arrow, etc.

MAJOR PERMIT FEE MATRIX
Applicant: HATTERAS COMMUNITY CENTER DISTRICT
Selection
Development Type
Fee
DCM %
DWQ %,
(14300 1601 435100093 1625 6253)
(243001602 435100095 2341)
I. Private, non-commercial
development that does not
$250
100% ($250)
0% ($0)
involve the filling or
excavation of any wetlands
or open water areas:
II. Public or commercial
®
development that does not
$400
100% ($400)
0% ($0)
involve the filling or
excavation of any wetlands
or open water areas:
Major Modification to a
$250
100% ($250)
0% ($0)
CAMA Major permit
III. For development that
involves the filling and/or
excavation of up to 1 acre
of wetlands and/or open
water areas, determine if A,
B, C, or D below applies:
III(A). Private, non -
El
commercial development, if
$250
100% ($250)
0% ($0)
General Water Quality
Certification No. 4175 (See
attached)can be applied:
III(B). Public or commercial
❑
development, if General
$400
100% ($400)
0% ($0)
Water Quality Certification
No. 4175 (See attached)
can be applied:
III(C). If General Water
Quality Certification No.
$400
60% ($240)
40% ($160)
4175 (see attached) could
be applied, but DCM staff
determined that additional
review and written DWQ
concurrence is needed
because of concerns
related to water quality or
-
life:
III(D). If General Water
Quality Certification No.
$400
60% ($240)
40% ($160)
Paquatic
4175 (see attached) cannot
be a lied:
IV. For development that
involves the filling and/or
$475
60% ($285)
40% ($190)
excavation of more than
one acre of wetlands and/or
open water areas: