20071322 Ver 2_More Info Received_20160202

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1, OWNER/DEVELOPER:
WATERSIDE ACQUISITION PARTNERS, LLC
1331 44TH AVENUE NORTH, SUITE 102
MYRTLE BEACH, SC 29577
2. THE DEVELOPER INTENDS TO CONSTRUCT A "RESORT" ON THE PARTIALLY
DEVELOPED PROPERTY THROUGHOUT SEVERAL PHASES.
WATERFRONT IMPROVEMENTS (CLUBHOUSE, POOLS, BATH HOUSE, GAZEBO,.
SOUNDFRONT WALK, BOATLAUNCH)
PHASE 1A - 6 SINGLE FAMILY HOUSES (PREVIOUSLY APPROVED)
PHASE 1 B - 6 SINGLE FAMILY HOUSES
PHASE 2B - 10 SINGLE FAMILY HOUSES
3, THE PROPERTY IS RECORDED IN DB 482, PG 613, WASHINGTON COUNTY PIN NO,
764.1.03-22-4434, AND CLUBHOUSE PROPERTY RECORDED IN DB 485, F'-; 199,
WASHINGTON COUNTY PIN NO. 7841.03-23-3088
PROPERTY ADDRESS: NC HWY 32 N, ROPER, NC
4> RECORDED REFERENCES:
DB 482, PG. 613 DB 465, PG. 199
5. THE PROPERTY IS LOCATED IN FIRM ZONES X AND SHADED X, AS SHO* ON FIRM
MAP NUMBER 3720784000J, EFFECTIVE DATE SEPTEMBER 19, 2007. (SUE.,ECT TO
CHANGE BY FEMA)
6. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE -SPECIFIED
ELEVATIONS SHOWN ARE HEREON PER NAVD68.
7. AREAS SHOWN ARE BY COORDINATE METHOD.
8. BOUNDARY, EXISTING FEATURES AND TOPOGRAPHIC SURVEY INFORMATION ° ROVIDED
BY SEABOARD SURVEYING,
. THERE ARE NO WETLANDS ON THE PROPERTY.
10, NORTH PARCEL AREA = 1,126,390.86 SF (25.86 ACRES)
SOUTH PARCEL AREA = 901,130.43 SF (20.69 ACRES)
TOTAL PROPERTY AREA = 2,027,521.29 SF (46.55 ACRES)
PHASE ONE AREA = X SF (X ACRES)
11, THE PROPERTY IS ZONED R -A RURAL AREAS SINGLE FAMILY RESIDENTIAL DISTRICT.
THE PARCELS ARE PARTIALLY DEVELOPED WITH INFRASTRUCTURE AND CLUBHOUSE,
MULTI -FAMILY HOUSING IS A PERMISSIBLE AND CONFORMING USE, MAXIMUM DENSITY
OF 12 MULTI -FAMILY DWELLING UNITS PER GROSS ACRE.
ALL ADJACENT PROPERTIES ARE ZONED R -A, RURAL AREA SINGLE FAMILY DETACHED
RESIDENTIAL DISTRICT,
DWELLING UNITS CONSIST OF THE FOLLOWING:
EXISTING
CONDOMINIUM 10 - 2 BEDROOM UNITS
2 - 3 BEDROOM UNITS
PHASE 1A
SINGLE FAMILY HOUSES 4 - 2 BEDROOM UNITS
2 - 3 BEDROOM UNITS
PHASE 1B
SINGLE FAMILY HOUSES 5 - 2 BEDROOM UNITS
1 - 3 BEDROOM UNITS
PHASE 2B
SINGLE FAMILY HOUSES 8 - 2 BEDROOM UNITS
2 - 3 BEDROOM UNITS
TOTAL 34 UNITS
12. MINIMUM BUILDING SETBACKS:
FRONT: 35'
REAR: 15'
SIDE: 10'
13. PARKING REQUIREMENTS:
(2.0 SPACES / UNIT) * (34 UNITS) = 68 SPACES
SPACES REQUIRED = 68 SPACES
SPACES PROVIDED = 94 SPACES
(63 PAVED; 14 GRAVEL; 17 SPACES LOCATED UNDER CONDOMINIUM)
14. AREA TO BE DISTURBED: (XX ACRES)
15. COVERAGE IS AS FOLLOWS:
NORTH PARCEL AREA = 1,126,390.66 SF (25.86 ACRES)
BUILDINGS 14,359.6 SF
DRIVEWAYS & PARKING 104,582.2 SF
SIDEWALKS 59,335.1 SF
CLUBHOUSE & POOLS 25,914.8 SF
SOUNDFRONT WALKS 7,901.7 SF
BOAT RAMP
(IN PROCESS) XX SF (XX%)
16, THE EXISTING STORMWATER BASINS NEAR THE NEW FOOL BUILDING AND IN PHASE
1A/1B WILL BE RESHAPED AS SHOWN ON GRADING PLANS.
17, THE STORMWATER WILL MEET NCDENR CRITERIA FOR THE NEW DEVELOPMENT PLUS
MAINTAINING PRE -DEVELOPED RUNOFF RATES FOR THE 2, 10, AND 25 YEAR (24
HOUR) RAINFALL EVENTS.
18. THE OWNER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL BUFFERING,
ALL REQUIRED LANDSCAPING AND BUFFER AREAS SHALL BE MAINTAINED IN GOOD
CONDITION SO AS TO PRESENT A HEALTHY AND ORDERLY APPEARANCE AND SHALL
BE KEPT FREE FROM REFUSE AND DEBRIS. THIS INCLUDES, BUT IS NOT LIMITED
TO, THE REPLACEMENT OF PLANTS DAMAGED BY INSECTS, DISEASE, VEHICULAR
TRAFFIC, AND VANDALISM.
19. ALL NEW UTILITIES ARE TO BE PLACED UNDERGROUND,
20, ALL SIGNS SHALL BE ERECTED, ALTERED AND MAINTAINED IN At -ROANCE WI FH THE
PROVISIONS IN THE WASHINGTON COUNTY CODE OF ORDINANCES.
21, A SCREENED DUMPSTER AREA IS PROVIDED FOR TRASH COLLECTION,
22. BUILDING HEIGHT LIMITS
RESIDENTIAL BUILDING HEIGHT LIMIT - 45'
PUBLIC OR SEMI-PUBLIC BUILDING HEIGHT LIMIT - 55'
ACCESSORY BUILDINGS - 34'
23, ADDITIONAL SITE IMPROVEMENTS, EXPANSIONS, MODIFICATIONS AND PHASED
CONSTRUCTION SHALL REQUIRE COMPLIANCE WITH ALL APPLICABLE REQUIREMENTS
PRIOROF THE ORDINANCE.
24NO EXTERIOR STORAGE CONTAINERS, BUILDINGS, ENCLOSURES, AREAS, ETC. SHALL
BE ERECTED ON THIS SITE WITHOUT APPROVAL r WASHINGTON
COUNTY DEPARTMENT OF PLANNING & COMMUNITY DEVELOPMENT.
25. ALL INTERNAL LOT BOUNDARIES - • ABANDONED.
EASEMENTS FOR WATER, LOT 10 AND PUBLIC SERVICE ACCESS WILL BE PROVIDED.
RECEIVEDMODENR/DWR
2616
Water QII , ;, giot of
Operations Secti
Washington Regional OEiiue
101
Know whaft below.
Call before youdig.
A/llb'emarlei
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"i' megdn -Environmental - land Planning
115 West Saint Clar 3L Phone: [phone]
P.O. Box 3989 Fax: [phone]
Kill Devil Hills, NO 27948 www.AlbernarleAssociates.com
Certificw= : of Licensure No. C-1027
GRAPHIC
SCALE
1 100 200
(IN FEET)
1 INCH = 100 2.
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DESCRIPTION SHEET NUMBER
COVER SHEET
CSC
SURVEY
1
DEMOLITION AND EROSION CONTROL PLAN
C101
DEMOLITION AND EROSION CONTROL DETAILS
C102
OVERALL SITE PLAN - NORTH PARCEL
C201
SITE PLAN PHASE 1 B & WATERFRONT IMPROVEMENTS
C202
SITE PLAN PHASE 2B
C203
SITE PLAN BOAT RAMP AND PIER AND DETAILS
C204
SITE PLAN DETAILS
C210
GRADING AND DRAINAGE PLAN PHASE 1 B
C301
GRADING AND DRAINAGE PLAN PHASE 2B
C302
GRADING AND DRAINAGE DETAILS
0310
UTILITY PLAN PHASE 1 B
C401
UTILITY PLAN PHASE 2B
C402
UTILITY DETAILS
C410
FLOOR PLANS AND ELEVATIONS
LANDSCAPE PLAN

2

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ASPHALT SURFACE COURSE
NCDOT S -9.5A OR 3-9,513
AGGREGATE BASE COURSE
NCDOT TYP� 'A'
(100% CDO�ACTDN, AASHTO T180)
TOP B" SUBGRADE
F (100% COMPACTION, AASHTO T99)
NOTE: CONFIRM ASPHALT PAVEMENT THICKNESS WITH ��__2TECHN|CAL REPORT.
NTS
5' CONCRETE PATHWAY
(UNLESS OTHERWISE
)/2. TOOLED RADIUS SPECIFIED)
EX. GRADE
11 1
CONrRETE
77/77
U -SS OTHERWISE SPECIFIED)
COWP;��CT EXISTING
SUB[��ADE TO 95%
STAN';ARD PROCTOR
DEN",1T
NND0Z��
1. ALL CONCRETE SMALL BE 3.000 PS|, 5" TM|CK, UNLESS NOTED OTHERWISE. CONCRETE SHA,. BE PREPARED IN ACCORDANCE WITH
ACI 211.1. ACI 301 AND ASTM C84.
2 CONTROL JOINTS SHALL BE PLACED PERPENDICULAR TO THE EDGE OF PAVEMENT AT 5' SPA,',ING. CONTROL JOINTS SHALL BE
SAWED.
J. EXPANSION JOINTS SHALL BE PLACED AT THE END OF EACH SECTION OF CONSTRUCTION |NC_UDKNG THE LOCATIONS THAT
PAVEMENT ABUTS EXISTING PAVEMENT AND AT 30' INTERVALS. EXPANSION JOINT MATERIAL &HALL BE ° 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 TME DnWNER.
8. TESTING SHALL BE PROVIDED BY THE CONTRACTOR.
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6m6 RAIL POSTS
�
4" '
\(4) 2"02" C|RD�R
(2 EACH 3|DE)
(3
| 1O.� | \_� 1^ HD�
MARINE BOLTS
PILES
TRIM 2x12 FLUSH
W/ DECKING
2x8 DECKING-�
ADA COMPLIANT RAMP
WITH HANDRAILS2x4x2O 0EACM JOIST/GIRDER
CQNNECT|ON W/O 1 O NAILS
PER CONNECTION-\
4 IN JOISTS/4 IN GIRDER
4w8 "ROSS
BRACING UC5B
EACH BENT
DRAIN
) . , v v ING
F I N A L
CONSTI—OwUr'.
R N
GENERAL NOTES:
1� THE MINIMUM WIDTH OF STANDARD CROSSWALKS IS 6' (LARGER WIDTH MAY BE REQUIRED AS
SHOWN).
2. CROSSWALKS SHOULD BE CENTERED TO THBR CORRESPONDING WHEELCHAIR RAMPS, BUT THEY
SHALL NOT BE SET WITHIN THE INTERSECTION AREA ESTABLISHED BY BISECTING THE
INTERSECTION RADII.
J, CROSSWALKS SHALL COMPLY WITH NCDOT STANDARD DRAWING 1205.07. PLACEMENT OF
CROSSWALKS SHALL IN ALL CASES BE COORDINATED WITH THE LOCATION OF SIDEWALK.
1/O"R
2^x8^ #1 DECKING WC4B
SCREWED W/3" STAINLESS
STEEL DECK SCREWS (2/JOISTS)
U
(4) 2"02" GIRDERS UC4B
_WIVO ON EACH SIDE OF PILING
F30LTS EACH PILING (SEE DETAIL)
yNORMAL WATER LEVEL ±1.0,
(2) 3/4" HDG MARINE BOLTS
EACH CONNECTION
BOTTOM
30'-10"0 TIP CLASS B TIMBER
PILING (18' MIN. PENETRATION)
18,
ALL PILES TO BE TREATED
TO 2.5 CCA UC5B PER NC
BUILDING CODE PRESCRIPTION
----
U ' '
�----- O' -O~ --|
6 VARIES (4' ' )
what'sDETECTABLE WARNING DOMES
PER NCDOT 848
t3TD. CG -6
m�
NOTES:
1. REGARDLESS 0F AGE, ALL ACCESS BLE
SPACES SHALL BE IDENTIFIED BY
ABOVEGROUND SIGNS ONLY (SEE M.C.G.S.)
2� NEW SPACES SHALL NOT USE
GROUND -PAINTED SYMBOLS.
3. ACCESSIBLE SPACES ARE REQUIRED TO BE
STRIPED OFF ONLY; BLUE COLORING IS NOT
NECESSARY NOT REQUIRED.
4� STRIPING IS WHITE ON DARK PAVEMENT;
BLACK ON LlaHT PAVEMENT. (N.C.D.O.T.)
5� CONDITION 1� PEDESTRIAN PATH DOES NOT
PASS UNDER OR AROUND SIGN. CONDITION
2: PEDESTRIA"i PATH GOES BY, UNDER, OR
AROUND SIGN, |
6. STANDARD SIGN COLORS: BACKGROUND - |
WHITE,LET7B�N�/BOH0ER - GREEN, FIGURE
' |
- VYH|TE �N BLUE FIELD. /
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IF THE CONTRACTOR FINDS A DIFFERENCE BETWEEN THESE DRAWINGS AND EXISTING
�
ELEVATIONS OR OTHER CONDITIONS THAT PROHIBIT EXECUTION OF 7HE WORK AS
�
DIRECTED IN THESE DRAWINGS, THE CONTACTOR SHALL 'NOTIFY -HE ENGINEER
�
IMMEDIATELY.
�
4.
TIMBER PILES SHALL BE A MINIMUM OF 2.5 CCA UC5B AND SM%ALL MEET OR
TIMBERm
�
EXCEED AWRA STANDARDS /C-18\ FOR PRESERVATION TREATMENT AS APPLICABLE.
031
PILES SHALL ACHIEVE A MINIMUM OF 18' PENETRATION INTO SUITABLE SUBSURFACE
^`
_
MATERIAL.'
MATERIAL.
c*
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STRUCTURAL FRAMING BE �2 SYR` AND E�ALL MEET OR
�
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EXCEED AWPA STANDARDS (C4C) FOR PRTRENT AS -PPL|CABLE.
�?
-`
DECKING AND GAZEBO ROOF SHEATHING -,, SHALL
L�
o
AND SHALL Mcc' OR EXCEED ",A STANDARDSFOR PRESERVATION
'' �=°`~/ .DW
TREATMENT AS APPLICABLE.
�
7.
� A W}N|��OF 2.CCA
o
~~53 (MOISTURE ) AND '»�TH (2) 1-0-0G B0LTS |N
_ -.---_ �'- '' ` '
�
PRE -DRILLED HOLES.
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'
BE AHACCORDANCE WB -ASTM A 153�
ALL FASTENERS �H�^L�� HI
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�
ASPHALT SURFACE COURSE
NCDOT S -9.5A OR 3-9,513
AGGREGATE BASE COURSE
NCDOT TYP� 'A'
(100% CDO�ACTDN, AASHTO T180)
TOP B" SUBGRADE
F (100% COMPACTION, AASHTO T99)
NOTE: CONFIRM ASPHALT PAVEMENT THICKNESS WITH ��__2TECHN|CAL REPORT.
NTS
5' CONCRETE PATHWAY
(UNLESS OTHERWISE
)/2. TOOLED RADIUS SPECIFIED)
EX. GRADE
11 1
CONrRETE
77/77
U -SS OTHERWISE SPECIFIED)
COWP;��CT EXISTING
SUB[��ADE TO 95%
STAN';ARD PROCTOR
DEN",1T
NND0Z��
1. ALL CONCRETE SMALL BE 3.000 PS|, 5" TM|CK, UNLESS NOTED OTHERWISE. CONCRETE SHA,. BE PREPARED IN ACCORDANCE WITH
ACI 211.1. ACI 301 AND ASTM C84.
2 CONTROL JOINTS SHALL BE PLACED PERPENDICULAR TO THE EDGE OF PAVEMENT AT 5' SPA,',ING. CONTROL JOINTS SHALL BE
SAWED.
J. EXPANSION JOINTS SHALL BE PLACED AT THE END OF EACH SECTION OF CONSTRUCTION |NC_UDKNG THE LOCATIONS THAT
PAVEMENT ABUTS EXISTING PAVEMENT AND AT 30' INTERVALS. EXPANSION JOINT MATERIAL &HALL BE ° 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 TME DnWNER.
8. TESTING SHALL BE PROVIDED BY THE CONTRACTOR.
~
. /
`
|\
6m6 RAIL POSTS
�
4" '
\(4) 2"02" C|RD�R
(2 EACH 3|DE)
(3
| 1O.� | \_� 1^ HD�
MARINE BOLTS
PILES
TRIM 2x12 FLUSH
W/ DECKING
2x8 DECKING-�
ADA COMPLIANT RAMP
WITH HANDRAILS2x4x2O 0EACM JOIST/GIRDER
CQNNECT|ON W/O 1 O NAILS
PER CONNECTION-\
4 IN JOISTS/4 IN GIRDER
4w8 "ROSS
BRACING UC5B
EACH BENT
DRAIN
) . , v v ING
F I N A L
CONSTI—OwUr'.
R N
GENERAL NOTES:
1� THE MINIMUM WIDTH OF STANDARD CROSSWALKS IS 6' (LARGER WIDTH MAY BE REQUIRED AS
SHOWN).
2. CROSSWALKS SHOULD BE CENTERED TO THBR CORRESPONDING WHEELCHAIR RAMPS, BUT THEY
SHALL NOT BE SET WITHIN THE INTERSECTION AREA ESTABLISHED BY BISECTING THE
INTERSECTION RADII.
J, CROSSWALKS SHALL COMPLY WITH NCDOT STANDARD DRAWING 1205.07. PLACEMENT OF
CROSSWALKS SHALL IN ALL CASES BE COORDINATED WITH THE LOCATION OF SIDEWALK.
1/O"R
2^x8^ #1 DECKING WC4B
SCREWED W/3" STAINLESS
STEEL DECK SCREWS (2/JOISTS)
U
(4) 2"02" GIRDERS UC4B
_WIVO ON EACH SIDE OF PILING
F30LTS EACH PILING (SEE DETAIL)
yNORMAL WATER LEVEL ±1.0,
(2) 3/4" HDG MARINE BOLTS
EACH CONNECTION
BOTTOM
30'-10"0 TIP CLASS B TIMBER
PILING (18' MIN. PENETRATION)
18,
ALL PILES TO BE TREATED
TO 2.5 CCA UC5B PER NC
BUILDING CODE PRESCRIPTION
----
U ' '
�----- O' -O~ --|
6 VARIES (4' ' )
what'sDETECTABLE WARNING DOMES
PER NCDOT 848
t3TD. CG -6
m�
NOTES:
1. REGARDLESS 0F AGE, ALL ACCESS BLE
SPACES SHALL BE IDENTIFIED BY
ABOVEGROUND SIGNS ONLY (SEE M.C.G.S.)
2� NEW SPACES SHALL NOT USE
GROUND -PAINTED SYMBOLS.
3. ACCESSIBLE SPACES ARE REQUIRED TO BE
STRIPED OFF ONLY; BLUE COLORING IS NOT
NECESSARY NOT REQUIRED.
4� STRIPING IS WHITE ON DARK PAVEMENT;
BLACK ON LlaHT PAVEMENT. (N.C.D.O.T.)
5� CONDITION 1� PEDESTRIAN PATH DOES NOT
PASS UNDER OR AROUND SIGN. CONDITION
2: PEDESTRIA"i PATH GOES BY, UNDER, OR
AROUND SIGN, |
6. STANDARD SIGN COLORS: BACKGROUND - |
WHITE,LET7B�N�/BOH0ER - GREEN, FIGURE
' |
- VYH|TE �N BLUE FIELD. /
�
�
�
�
____06
�
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MEMORANDUM
TO: Anthony Scarbraugh, DWR Water Quality Regional
THROUGH: Jonathan Howell Operations Section
Washington Regional office
FROM: Devin Dart WO
DATE: 26 January 2016
SUBJECT: Modification of CAMA Permit No. 02-08 issued to Waterside Acquisitions Partners LLC,
near Roper Washington County, Albemarle Sound
CAMA Major Permit No. 2-08 was issued to Waterside at the Point LLC to construct 7
condominiums. 21 town homes, 75 single family homes, a 12ft x 25ft boat ramp with two 25ft rip
rap groins and 5ft x 40 launch pier, a Eft x 85ft pier with a 6ft x 26ft t -head with four 2ft x 1Oft
finger pier to create 10 boat slips, and rip rap 973feet of shoreline. This permit was modified on 22
January 2009 to include 19 additional 25ft long wood or vinyl groins. This modification had an
expiration date of 31 December 2011. Due to the Session Law 2009-406 the permit expiration date
was extended to 21 December 2015. On 30 June 2014 the permit was transferred to Waterside
Acquisition Partners, LLC. At this time the shoreline is stabilized with rip rap and several groins,
the condominiums are built, the road infrastructure has been put in place, the piers have been
constructed. The boat ramp was built but severely damaged and is no longer present.
On 21 January 2016, the Washington District received a request to modify Major Permit No.
02-08. `The applicant is requesting to add an additional 185ft x Eft pier with a 36ft x 12ft covered
platform for fishing, birdwatching and other general use. The permit holder is also requesting to
extend the previously permitted boatramp launching pier by adding two sections (3011 x Eft and Eft x
Eft} to accommodate the launch and recovery of kayaks and canoes.
Please provide comments to Courtney Spears, DCM Assistant Major Permit Coordinator
within two weeks.
ATTACHMENTS
CC: Raleigh Mand, USACE
Shane Staples, NCDCM
Maria Dunn, NCWRC