20210516 Ver 1_CAMA Application_20210423

ROY COOPER
Governor
DIONNE DELLI-GATTI
Secretory
BRAXTON DAVIS
Director
April 23, 2021
MEMORANDUM
FROM:
SUBJECT:
APPLICANT:
PROJECT LOCATION:
PROPOSED PROJECT:
NORTH CAROLINA
Environmental Quality
Ronald Renaldi
NCDEQ - Division of Coastal Management
401 S. Griffin St., Ste 300 Elizabeth City, NC 27909
Ronald. Renaldi@ ncdenr.gov
Major Express Permit Application Review
709 Nvdt, LLC c/o Prem Gupta
709 N. Virginia Dare Trail
Proposal to construct twelve 4-bedroom cottages with pools,
two 5-bedroom cottages with pools, a central driveway,
elevated beach accessway with two shore areas, a dune deck
and a gazebo.
Please indicate below your agency's position or viewpoint on the proposed project and
return this form to Ron Renaldi at the address above by May 7, 2021. If you have any
questions regarding the proposed project, contact Ron Renaldi [phone] ext. 235
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:
Depaignenl at E WY10:en;ai Quai
North Carolina Department of Environmental Quality I Division of Coastal Management
Elizabeth City Office 1401 South Griffin Street, Suite 300 I Elizabeth City, North Carolina 27909
252.264.3901

DIVISION OF COASTAL MANAGEMENT
FIELD INVESTIGATION REPORT
Express Permit Review
1. APPLICANT'S NAME: 709 Nvdt, LLC c/o Prem Gupta
PROJECT NAME: The Tides
2. LOCATION OF PROJECT SITE: 709 North Virginia Dare Trail (NC-12), combined
Lots 4&5 within the Kitty Hawk Shores S/D, Kill Devil Hills, Dare County, adjacent to
the Atlantic Ocean.
Lat/Long: 36.019462° N,-75.659520° W
3. INVESTIGATION TYPE: CAMA
4. INVESTIGATIVE PROCEDURE: Dates of Site Visit — 3/10/2021
Was Applicant Present - No
5. PROCESSING PROCEDURE: Application Received Complete — 4/23/2021
Office — Elizabeth City
6. SITE DESCRIPTION:
(A) Local Land Use Plan - Kill Devil Hills
Land Classification From LUP - Low Density Residential.
(B) AEC(s) Involved: Ocean Hazard (Ocean Erodible Area)
(C) Water Dependent: No
(D) Intended Use: Private/community
(E) Wastewater Treatment: Existing - Septic
Planned - Connection to KDH wastewater treatment
plant
(F) Type of Structures: Existing: Single family residence, garage/storage building,
elevated wood walkway w/ two platforms, covered
gazebo, concrete driveway and parking areas.
Planned: Twelve 4 bedroom cottages w/pools, two 5
bedroom cottages w/pools, central driveway,
elevated beach accessway w/ two shower areas,
dune deck and gazebo.
(G) Estimated Annual Rate of Erosion: 2 ft/yr
Source - NC Division of Coastal Management 2020 Erosion Rates
HABITAT DESCRIPTION: [AREA, square feet (ft2)]
DGED FILLED
OTHER
(A) Ocean Hazard AEC
±11,745 ft2 disturbed
(B) Highground
(outside of Ocean Hazard AEC)
±39,490 ft2 disturbed
(D) Total Area Disturbed: ±51,235 ft2 (1.18 acres)

709 Nvdt, LLC c/o Prem Gupta
Field Investigation Report
Page 2
(E) Primary Nursery Area: No
(F) Water Classification: SB Open to Shellfishing: Yes
8. PROJECT SUMMARY: The applicant proposes to demolish the existing structures on
the site and then construct twelve 4-bedroom cottages w/pools, two 5-bedroom
cottages w/pools, a central driveway, an elevated beach accessway w/ two shower.
areas, a dune deck and a gazebo.
Project Setting
The project site is located 709 North Virginia Dare Trail (NC-12), combined Lots 4&5 within
the Kitty Hawk Shores S/D of Kill Devil Hills, Dare County, and is adjacent to the Atlantic
Ocean.
The ocean front site is 74,164 ft2 (1.7 acres) in size with 59,223 ft2 (1.36 acres) landward of
the First Line of Stable & Natural Vegetation (FLSNV). Elevations range from +7' above sea
level on the western side of the property to +25' on the eastern side. It is currently
developed with a single family residence, a garage/storage building, an elevated wood
walkway w/ two platforms, a covered gazebo, a concrete driveway. and parking areas. The
existing structures have not been maintained for a number of years and are now in
disrepair.
The eastern portion of the property is in a VE zone with a Base Flood Elevation height of 13'
above sea level. An ±88' wide primary dune, located landward of the FLSNV, runs the width
of the property and has a crest elevation of ±25'. Vegetation on the site consists of
American Beach Grass, Sea Oats, Northern Bayberry, wax myrtle, Prickly Pear Cactus and
Greenbrier. The immediate adjacent riparian properties on both sides of the site are both
undeveloped Lots that are similarly vegetated. Lots beyond this have either been developed
as single family residential or public beach access points.
According to the 2020 long term erosion rate and setback factors, the erosion rate for this
area is 2 ft/yr. The Ocean Erodible AEC extends 180' landward of the FLSNV. The waters of
the Atlantic Ocean in this area are classified as SB by the Division of Environmental
Management, and are open to shellfish taking.
Development Proposal
The applicant proposes to first demolish all of the existing structures and then construct a 14
structure cottage court (cluster home) development.
Once demolition is complete, water and sewer line infrastructures will be installed. The area will
then be prepared for the construction of a 20' wide Permeable Interlocking Concrete Paver
(PICP) roadway with a 2' wide concrete border that will extend from North Virginia Dare Trail
±375' eastward into the CAMA Ocean Erodible AEC where a ±100' long "T" section will run in a
north and south direction.
Two individual 5-bedroom single family dwellings w/pools will then be constructed within the
AEC, one to the north and one to the south of the "T". Each dwelling will be three -stories in
height with a total enclosed floor area of 2,640 ft2 and a first floor elevation of 24' 4'/4" above

709 Nvdt, LLC c/o Prem Gupta
Field Investigation Report
Page
sea level. The proposed pools and associated concrete decking will be 34'x24' in size. The
dwellings and pools are located landward of the minimum CAMA setback distance of 60' as
measured in a landward direction from the FLSNV and are west of the landward toe of the
primary dune. Minimal grading and recontouring of the landward toe of the primary dune is
proposed along the eastern side of the pools; however this is not expected to compromise the
dunes integrity due to the width and height of the dune system. An elevated 4' wide beach
accessway will extend from between the two 5-bedroom cottages into the 60' setback area to a
20'x20' unroofed elevated dune deck that will have a 12'x12' roofed gazebo extending off of the
north side. The accessway will then continue over the dune with stairs ending 6' beyond the
FLSNV.
The remaining proposed development is landward of the Ocean Erodible AEC. This
development includes the construction of 12 three-story, 4-bedroom single family dwellings that
will have a total enclosed floor area of 2,290 ft2. Each of these dwellings will have a 20'x12' pool
with associated concrete decking and a stormwater management infiltration gallery. Two
proposed stormwater management basins will be installed along the western property line
adjacent to North Virginia Dare Trail along with a proposed lift station with gravity sewer
collection that will connect into the Kill Devil Hills wastewater treatment facility.
It is estimated that the total disturbed area on the project site will be 51,235 ft2 (1.18 acres) and
the applicant has indicated that a sedimentation and erosion control plan was submitted on
April 5, 2021. The total proposed building coverage on the Lot landward of the FLSNV is 32,568
ft2 or 54.98% (with PICP reduction).
Anticipated Impacts
• The project as proposed will result in the total land disturbance of 51,235 ft2 (1.18 acres). A
sedimentation and erosion control plan was submitted and silt fencing is proposed along the
projects boundaries.
• It is not anticipated that natural drainage patterns will be altered; however, stormwater
management infiltration galleries are proposed for 12 of the single family dwellings along the
north and south property lines.
• Total proposed building coverage is 32,568 ft2 or 54.98% (with PICP reduction).
• There are no known archaeological resources being impacted.
• There are no known inconsistencies of development with the local land use plan or
ordinances.
Submitted by: Ron Renaldi
Date: April 23, 2021

PROJECT NARRATIVE
709 Nvdt, LLC
March 29, 2021
Project Description:
RECEIVED
APR 2 3 2021
DCM-EC
The subject property is a recombination of Tots 4 & 5 of the Kitty Hawk Shores
subdivision located on the Atlantic Ocean in Kill Devil Hills, Dare County, North Carolina.
The property is a developed 1.70 acre parcel with a single family residence and
detached garage, two gazebos and an elevated wood walkway to the ocean.
The existing residence will be demolished and a 14 structure cottage court or cluster
home development will be constructed. The proposed structures include 12 four
bedroom cottages (building type A) and 2 five bedroom ocean front cottages (building
type B). Each building will have a pool and required parking spaces under each
building. An elevated wood walkway to the access the oceanfront is proposed and there
will be a 400 square foot dune deck, 144 square foot gazebo, and open outside showers
adjacent to the walkway.
Construction Sequence:
The existing structures will be demolished and removed to appropriate landfills. After
removal of the existing structures the water and sewer lines will be installed prior to the
roadway preparation and construction. The proposed 5 bedroom oceanfront buildings,
walkway, dune deck, and gazebo will be constructed first and then the remaining 4
bedroom cottages.
DETAILS FOR PROJECT:
Property Area: 74,164 square feet (1.70 acres)
Total Area of 180' OEA/AEC: 21,170 square feet
Proposed Development in the 180' Ocean Erodible Area:
4' wide elevated wood walkway & stairs 490 sf
Shower areas 36 sf
Dune deck 400sf
Gazebo 144 sf
Site #14 pool & concrete deck 816 sf
Site #14 building 1,382 sf
Site #15 pool & concrete deck 816 sf
Site #15 building 1,382 sf
Turfstone pavers 1,865 sf
Concrete apron.... 636 sf

RECEIVED
Proposed Development in Small Structure Setback:
4' wide elevated wood walkway 135 sf APR 2 3 2021
Dune deck 400sf
Gazebo 144 sf Total = 679 sf DCM-EC
Proposed Impervious Area in the 180' Ocean Erodible Area:
Site #14 concrete pool deck 528 sf
Site #14 building 1,382 sf
Site #15 concrete pool deck 528 sf
Site #15 building 1,382 sf
Turfstone pavers ..1,865 sf
Concrete apron 636 sf
Total= 6,321sf
Proposed Impervious Area in Large Structure Setback:
Site #14 concrete pool deck 528 sf
Site #14 building 621 sf
Site #15 concrete pool deck 528 sf
Site #15 building 668 sf
Total= 2,345 sf
The project proponent hereby certifies that all information contained herein is true,
accurate, and complete to the best of my knowledge and belief.
The project proponent hereby requests that the certifying authority review and take
action on this CWA 401 certification request within the applicable reasonable period of
time.

ICM MP-1
APPLICATION for
Malor Development Permit
(last revised 12/27/06)
RECEIVED
tr
APR .il 2021
DCM-EC
North Carolina DIVISION OF COASTAL MANAGEMENT
7. Primary Applicant/ Landowner Information
Business Name
709 Nvdt, LIc
Project Name (if applicable)
The Tides
Applicant 1: First Name
Prem
MI
Last Name
Gupta
Applicant 2: First Name
MI
Last Name
If additional applicants, please attach an additional page(s) with names listed.
Mailing Address
PO Box
90
City
Kill Devil Hills
State
NC
ZIP
27948
Country
USA
Phone No.
919 - 830 —1268 ext.
FAX No.
- -
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
2. Agent/Contractor Information
Business Name
Atlantic Environmental Consultants, LIc
Agent/ Contractor 1: First Name
Doug
MI
A
Last Name
Dorman
Agent/ Contractor 2: First Name
MI
Last Name
Mailing Address
PO Box
P.O. Box 3266
City
Kitty Hawk
State
NC
ZIP
27949
Phone No. 1
252 - 261 - 7707 ext.
Phone No. 2
252 - 599 - 2603 ext.
FAX No.
252 261 7707
Contractor #
Street Address (if different from above)
City
State
ZIP
Email
[e-mail]
<Form continues on back>
2;2-U0ti-28O8 .. i-;&-4IRCUAST .. www.nccoastalmaltaclernerit.net

Form DCM MP-1 (Page 2 of 4)
RECEIVED
APRXj 2021
APPLICATION for
Major Development Permit
3. Project Location
County (can be multiple)
Dare
Street Address DCM-EC
709 North Virginia Dare Trail
State Rd. #
NC Hwy 12
Subdivision Name
None
City
Kill Devil Hills
State
NC
Zip
27948 -
Phone No.
919 - 830 - 1268 ext.
Lot No. (s) (if many, attach additional page with list)
Combined Tots 4&5, ,
a. In which NC river basin is the project located?
PaS v., °Van K
b. Name of body of water nearest to proposed project
Atlantic Ocean
c. Is the water body identified in (b) above,
natural or manmade?
d. Name the closest major water body to the proposed project site.
Atlantic Ocean
0 Natural ■ Manmade • Unknown
e. Is proposed work within city limits or
planning jurisdiction?
f. If applicable, list the planning jurisdiction or city limit the proposed
work falls within.
Kill Devil Hills
►i Yes ■ No
4. Site Description
a. Total length of shoreline on the tract (ft.)
110 linear feet
b. Size of entire tract (sq.ft.)
74,164 sf
c. Size of individual lot(s)
N/A,
(If many lot sizes, please attach additional page with a list)
d. Approximate elevation of tract above NHW (normal high water) or
NWL (normal water level)
15' 0 NHW or ❑NWL
e. Vegetation on tract
American Beach Grass, Norhern Bayberry, Wax Myrtle, Beach Prickly Pear Cactus, Greenbrier.
f. Man-made features and uses now on tract
Existing single family residence, garage/storage building, elevated wood walkway wtith two 12'x8' platforms and stairs to the
ocean beach, one covered gazebo on west side of residence, concrete driveway and parking areas and existing septic
system.
g. Identify and describe the existing land uses adiacent to the proposed
project site.
Residential properties on the north and south sides.
h. How does local government zone the tract?
OIR, Ocean Impact Residential Zone
i.
Is the proposed project consistent with the applicable zoning?
(Attach zoning compliance certificate, if applicable)
►_iYes II No ■NA
j. Is the proposed activity part of an urban waterfront redevelopment proposal?
• Yes O. No
k. Has a professional archaeological assessment been done for the tract?
If yes, by whom?
If yes, attach a copy. ■ Yes ►I No • NA
I. Is the proposed project located in a National Registered Historic District
National Register listed or eligible property?
or does it involve a • Yes ►li No ■ NA
<Form continues on next page>
2',2-808-2808 .. 1-66 6-4t:UOAS t r'J.liccoas.k<ISmanagement .net

Form DCM MP-1 (Page 3 of 4)
RECEIVED
APR a 2021
APPLICATION for
Major Development Permit
m. (i) Are there wetlands on the site? ■Yes 0No
DCM-EC
(ii) Are there coastal wetlands on the site? • Yes 0 No
(iii) If yes to either (i) or (ii) above, has a delineation been conducted? • Yes 0 No
(Attach documentation, if available)
n. Describe existing wastewater treatment facilities.
Conventional septic system for residence.
o. Describe existing drinking water supply source.
Public water supply
p. Describe existing storm water management or treatment systems.
None.
5. Activities and Impacts
a. Will the project be for commercial, public, or private use? • Commercial ■ Public/Government
0 Private/Community
b. Give a brief description of purpose, use, and daily operations of the project when complete.
The proposed project is a Cottage Court development that includes 12-4 bedroom cottages and 2-5 Bedroom cottages. The
daily operations involve the rental of each cottage with a shared ocean access.
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.
All construction material will be delivered to the existing concrete driveway area on the west side of the property adjacent to
NC 12. Material will be transported in by backhoe and a small excavator. Initail construction will include the demolition of
the existing house, waiway, and platforms for the construction of the new buildings.
d. List all development activities you propose.
Construction of 12-4 bedroom cottages with pools and 2-5 bedroom ocean front cottages with pools. The central driveway is
to be constructed of concrete turfstone pavers with a concrete apron. A 4' wide elevated wood walkway will be constructed
to access ocean. Adjacent to the walkway there will be 2 outside shower areas, a 400sf dune deck, and 144sf gazebo.
e. Are the proposed activities maintenance of an existing project, new work, or both? New
f. What is the approximate total disturbed land area resulting from the proposed project? 51,235 0Sq.Ft or []Acres
g. Will the proposed project encroach on any public easement, public accessway or other area ■ Yes ►a 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? IN Yes 0 No ■ NA
If yes, will this discharged water be of the same salinity as the receiving water? IN Yes • No • NA
j. Is there any mitigation proposed? ■Yes ■ No NA
If yes, attach a mitigation proposal.
Form continues on back>
252-k3U6-Z808 1-888 411COAS1 www.accoastalmanagement.net

Form DCM MP-1 (Page 4 of 4)
RECEIVED
xS
APR 1 2021
APPLICATION for
Major Development Permit
6. Additional Information n
In addition to this completed application form, (MP-1) the following items belo a r
package to be complete. Items (a) — (f) are always applicable to any major development application.
instruction booklet on how to properly prepare the required items below.
; e submitted in order for the application
Please consult the application
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 receipts 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 Nancy Petters Phone No.
Address 206 Hilton Terrace, Newport News, VA 23601
Name Charles Watkins Phone No.
Address 2403 Creekside Cove, Durham, NC 27712
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.
None
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 with 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.
1 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 knowledge.
Date 1/29/21 Print Name _Doug Dorman, Consultant
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
252-808-2808 .. 1-888-41,4C:0AS www.nccoastalrnanagement.net

RECEIVED
Form DCM MP-3
UPLAND DEVELOPMENT
(Construction and/or land disturbing activities)
APR 2021 iI(
DCM-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.
GENERAL UPLAND DEVELOPMENT
a. Type and number of buildings, facilities, units or structures
proposed.
12-4 bedroom cottages, 2-5 bedroom cottages. 4' wide
elevated wood walkway with outside showers, gazebo, and
ocean front deck.
c. Density (give the number of residential units and the units per
acre).
14 units. 8 units per acre.
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.
(i) If applicable, has a sedimentation and erosion control plan been
submitted to the Division of Land Resources?
®Yes ❑No DNA
(ii) If yes, list the date submitted: April 5, 21
9•
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.
30%
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.
55%
j. Describe proposed method of sewage disposal.
Conection to Kill Devil Hills wastewater treatment facility.
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).
Surface runoff
b. Number of lots or parcels.
1
d. Size of area to be graded, filled, or disturbed including roads,
ditches, etc.
51,235 sf.
f. List the materials (such as marl, paver stone, asphalt, or concrete)
to be used for impervious surfaces.
Poured in place concrete pavers with concrete apron,
Concrete walkways, and concrete pool decks.
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?
®Yes ❑No DNA
(ii) If yes, list the date submitted: _April 5, 2021
k. Have the facilities described in Item (i) received state or local
approval?
❑Yes No DNA
If yes, attach appropriate documentation.
m. Does the proposed project include an innovative stormwater
design?
[Yes No DNA
If yes, attach appropriate documentation.
252-808-26082 :: 1-888-411COAST :: www.necoastalrnanagement.net revised: 12/26/06

Form D(M11I MP-3 (Upland Development, Page 2 of 2)
m. Describe proposed drinking water supply source (e.g., well,
community, public system, etc.)
Existing public system
o. When was the lot(s) platted and recorded?
01/05/1989
n. (i) Will water be impounded? ❑Yes No ❑NA
(ii) If yes, how many acres?
p. If proposed development is a subdivision, will additional utilities be
installed for this upland development?
❑Yes No ❑NA
03/29/21
Date
The Tides
Project Name
709 Nvdt, LLC
Applicant Name
Agent - Doug Dorman
Applicant Signature
RECEIVED
APR AI 2021
DCM-EC
252-808-2808 :: 1-888-4RCOAST :: www.nceoastalmanagement.net revised: 12/26/06

RECEIVED
MAR 3 1 2021
BK 2466 PG 60 - 65 (6) DOC# 700092419
' This Document eRecorded: 02/04/2021 04:36:03 PM
Fee: $26.00 Excise Tax: $4,400.00
dare County, North Carolina Transfer Tax: $22,000.00
eheryl L. House, REGISTER OF DEEDS
Dare County Ldal Transfer No.: 419-21 Land Transfer Tax: 22000.00 1985 Sessions Law Chapter 670 (HB 215)
DCM-EC
O
DEED
Space Above This Line For Recording Data
This instrumprepared by Charles D. Evans, Post Office Box 189, Manteo, NC 27954
Delinquent to if any, to be paid by the closing attorney to the county tax collector upon
disbursement o phosing proceeds.
Return to: Gray & Lloyd, LLP, 3120 N. Croatan Hwy., Kill Devil Hills, NC 27948
Excise Tax: $4,400.00 Tax Parcel: 003692004
Transfer Tax: $22,0040 LT Number: LA \c\_, \
Noth Carolina, Dare Couujy
Lots #4 & i(6 'Sec. 1, Blk 8, Kitty Hawk Shores Subdivision
THIS GENERAL WARITY DEED made this January 20, 2021, by and between
GRANTOR Q),
Shirley Schmitt, widowed and not remarried,
a one-third undivided interest, ThomaKj
Schmitt and wife, Mary Schmitt, a third Oa ty
grantor, a one-third undivided interest, C,
William Schmitt and wife, Deborah Schmitt
one-third undivided interest
Maiiing address: 115 Shark River Rd.
Tinton Falls, NJ 07753
GRANTEE
709 NVDT, LLC., a North Carolina limited
liability company
� fling address: P 0 fax 90
(
` Kill Devil Hills, NC 27948 j
WITNESSETH:
That the Grantor, for a valuable consideration, paid by Grantee, the receipt of which is
hereby acknowledged, has given, granted, bargained, s and conveyed, and by these
presents does hereby give, grant, bargain, sell and conve 9�to said Grantee, Grantee's
heirs, successors, administrators and assigns, all of that ce' ta' piece, parcel, or tract of land
situated, lying and being in the Town of Kill Devil Hills, Atlantownship, Dare County, State
of North Carolina, and being more particularly described as fo yes:
(continued on the following page)
submitted electronically by "Gray & Lloyd, LLP"
in compliance with North Carolina statutes governing recordable dotments
and the terms of the submitter agreement with the Dare county Regis of Deeds.
d
Book 2466 Page 060

BK 2466 PG 61 DOC# 700092419
See attached Exhibit A"
RECEIVED
MAR 3 1 2021
DCM-EC
��. The property hereinabove described was acquired by Grantor by instrument dated
ary 3, 1989, and recorded in Book 607, Page 482, Dare County Registry. John Schmitt,
w, death certificate is filed in the office of the Clerk of Court, Dare County, North
Car ling, in file number 21-E-61, died a resident of New Jersey on August 18, 2012.
or a portion of the property herein conveyed _ includes or X does not include
the prima residence of a Grantor.
TOVE AND TO HOLD the above described lands and premises, together with all
appurtenanc Whereunto belonging, or in anywise appertaining, unto the Grantee, Grantee's
heirs, success,, administrators, and assigns forever.
AND THE'SAID GRANTOR COVENANTS to and with said Grantee, Grantee's heirs,
successors, administrators, and assigns, that Grantor is lawfully seized in fee simple of said
lands and premises, and has full right and power to convey the same to the Grantee in fee
simple, and that said I r {s and premises are free from any and all encumbrances, except as
set forth herein, and thane Grantor will warrant and defend the title against the lawful
claims of all persons wh tteoever, with the exception of the following: Ad valorem taxes for
the year 2021 and subsegtnt years, and any easements, covenants and restrictions of
record. \-)c-N
(continu on the following page)
Book 2466 Page 061

BK 2466 PG 62 DOC# 700092419
RECEIVED
MAR312021
IN WITNESS WHEREOF, the Grantor has duly executed this instrument, this the day
0 and year first above written.
N(N1 GRANTOR:
Mary
STATE OF y
(SEAL)
(SEAL)
(COUNTY) (CITY) OF Ofillifludin
I certify OW the following person(s) personally appeared before me this day, each
acknowledging to me that he or she voluntarily signed the foregoing document for the
purpose stated therein and in the capacity indicated: Thomas Schmitt and wife, Mary
Schmitt.
Witness my hand
al this `day of J cenr<li
Affix Notary Seal Inside This Box
gnature of Notary P,a'llc
hyped or printed name of Notary Public
IgOommission expires:
, 2024.
KEVIN M SARGENT
Notary Public
Stale of New Jersey
�
My ommtssion Empires May at
DCM-EC
Book 2466 Page 062

BK 2466 PG 63 DOC# 700092419
6
IN WITNESS WHEREOF, the Grantor has duly executed this instrument, this the day
and year first above written. RECEIVED
secc,ORANTOR:
614.4G—
Wiiii m Schmitt
4.4 (SEAL)
Deborah
_MEAL)
MAR 3 1 2021
DCM-EC
STATE OF •�� tJL (COUNTY) (CITY) OF 1 t)ninoct ,L
I certify the following person(s) personally appeared before me this day, each
acknowledging to me that he or she voluntarlly signed the foregoing document for the
purpose stated therein ar>;d in the capacity indicated: William Schmitt and wife, Deborah
0 Witness.—
n my hand anal this 91 day of 30 C j _ ,, 20
0
cnti 141
4' 0 fanA lc
•u's�sw.
Affix Notary Seel Inside This Box
�� ! Y(`-e19
Sigaie c, Notary Public
1ACQOEIJNE NES
A Notary Public New Jersey
My Commission Expires FEBRUARY8 2022
or printed name of Notary Public
a 1g�doaa.
Mytmisalon expires:
Book 2466 Page 063

BK 2466 PG 64 DOC# 700092419
IN WITNESS WHEREOF, the Grantor has duly executed this instrument, this the day
and year first above written. NEGI VE D
� .GRAB i t51:
MAR 3 1 2021
Shirley Schmitt
d (SEAL)
0
STATE OF
tit
t
ci s-e
I certify that the following person(s) personally appeared before me this day, each
acknowledging to me that he or she voluntarily signed the foregoing document for the
purpose stated therein and in the capacity indicated: Shirley Schmitt.
DCM EC
(COUNTY) (CITY) OF ` r On y'^ 0d
seal this `vZ 7da .,
Witness my hand rid y of 20
�rx.lnCx�
Affix Notary Seal Inside This Box
t
otary Putj�1U0iNE ,�''fS
A Notary Pub5 ow Jersey
My Commission Expires FEBRUARY 8, 2022
Cryped or printed name of Notary Public
ommission expires:
O
Book 2466 Page 064

E
o
0
< 2466 PG 65 DOC# 700092419
Exhibit "A"
RECEIVE
MAR 3 1 2021
DCM-EC
ALL THAT CERTAIN lot or parcel of land lying and being situate
in0q 1l Devil Hills, Atlantic Township, Dare County, North Carolina
andbore particularly described as follows:
GINNING at an existing iron rod set in the east margin of
the 6£oot right -of --way of Virginia Dare Trail, the southwest
corner property herein described with the northwest corner of
Lot t3 o the plat referred to below, said point being situate 150
feet in northerly direction along said right-of-way from the
northern argin of the right-of-way of Raleigh Avenue; and front'
said beginning point run thence along the eastern margin of the
right-of-way of Virginia Dare Trail N. 19° 30' 00" W. 110.00 feet
to an existinron rod set in the margin of said right-of-way, the
southwest corn of Lot #6 with the northwest corner of the parcel.
herein conveye thence along and with the boundary of Lot r6, N.
70° 30' 00" E. 665 feet to a point, the northeast corner of the
property conveyed't the approximate Mean High, Water Line of the
Atlantic Ocean; thee along said approximate Mean High Water Line
S. 02° 36' 09" W. 10.11 feet to a point in the approximate Clean
High Water Line, thsoutheast corner of the property herein
conveyed in the line d, of #3; thence along the line of Lot 43 S.
70° 30' 00" W. 621.66 (Jot
to the point and place of beginning,
containing 68,656 square f et more or less and being Lot #4 and Lot
#5 of Block 8, Section 1itty Hawk Shores according to plat and
survey of Kirk R. Foreit , R.L.S., dated November '17, 1988,
reference to which is her made for a more complete and exact
description.
0
d
0
10
Book 2466 Page 065

0000
000
00
MASTER SUITE 1
OPR FIRST FLOOR
1/4" = 1'-0"
SQUARE FOOTAGE CALCULATIONS:
GROUND FLOOR [UNCONDITIONED]: 184 SF
FIRST FLOOR: 851 SF
SECOND FLOOR: 784 SF
LOFT: 471 SF
TOTAL ENCLOSED: 2,290 SF
FIRST FLOOR DECK:
SECOND FLOOR DECKS:
84 SF
162 SF
10' X 20'
PARKING
SPACE
10' X 20'
PARKING
SPACE
10'-0"
NOTE: ALL GROUND FLOOR WALLS SHALL BE
"BREAKAWAY" WALLS.
10' X 20'
PARKING
SPACE
PRGROUND FLOOR
1/4"
1 0
-II - II II = 11'
} II 41 11- II
II II II
STO G=11 . II
t II- ` II Ih .11
,I-II. II II
2' CANTILEVER ABOVE
10' X 20'
PARKING
SPACE
10'-0"
0
4.1/
REALTY & CONSTRUCTION
© Copyright 2019 By: SAGA
Construction, Inc. All Rights
Reserved
SAGA Contact information:
252-441-9003
[e-mail]
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Date
SCHEMATIC
Project Status:
NOT FOR
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CONSTRUCTION
GROUND & FIRST FLOOR PLANS
Project number 707709NVDT
Date Issue Date
Drawn by Author
Designed by Designer
PR2.1
Scale 1/4" = 1'-0"
11/23/2020 4:18:28 PM

PR LOFT
1/4" = 1-0"
OPR SECOND FLOOR PLAN
1/4" = 1'-0"
A 4I&
4.1/ vg‘Q
REALTY & CONSTRUCTION
© Copyright 2019 By: SAGA
Construction, Inc. All Rights
Reserved
SAGA Contact information:
252-441-9003
[e-mail]
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Revision
Date
SCHEMATIC
Project Status:
DESIGN. NOT FOR
CONSTRUCTION
SECOND & LOFT FLOOR PLANS
Project number 707709NVDT
Date Issue Date
Drawn by Author
Designed by Designer
PR2.2
Scale 1/4" = 1'-0"
11/23/2020 4:18:29 PM

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Construction, Inc. All Rights
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SAGA Contact information:
252-441-9003
[e-mail]
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NOT FOR
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FRONT & BACK ELEVATIONS
Project number 707709NVDT
Date Issue Date
Drawn by Author
Designed by Designer
PR3.1
Scale
1/4" = 1'-0"
11/23/2020 4:18:40 PM
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A 4I&
4.1/ vg‘Q
REALTY & CONSTRUCTION
© Copyright 2020 By: SAGA
Construction, Inc. All Rights
Reserved
SAGA Contact information:
252-441-9003
[e-mail]
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No.
Revision
Date
SCHEMATIC
Project Status:
DESIGN. NOT FOR
CONSTRUCTION
SIDE ELEVATIONS
Project number 707709NVDT
Date Issue Date
Drawn by Author
Designed by Designer
P
R3.2
Scale 1/4" = 1'-0"
11/23/2020 4:18:50 PM

U.S. 158
FERRIS AVE.
BEACH ACCESS
SITE
WRIGHT BROTHERS
NATIONAL
MONUMENT
OCEAN BAY BLVD
TOWN OF KILL DEVIL HILLS
DARE COUNTY, NORTH CAROLINA
N.C. 12
VA. DARE TRAIL
WOODMERE AVE.
BEACH ACCESS
ATLANTIC
OCEAN
VICNOT TO SCALEINITY MAP
PROPOSED SINGLE FAMILY DWELLING
TYPICAL UNIT -BUILDING TYPE A
THREE STORY FRAME ON PILINGS WITH
GROUND LEVEL PARKING
4 BEDROOMS
GROSS FLOOR AREA = 2,290 SQ. FT. MAX.
PROPOSED LIFT STATION WITH
GRAVITY SEWER COLLECTION
30' FRONT
SETBACK
612'
DRAWING FILE: NVDT CAMA MA
PLOT SCALE: 30'
9'
I /
/
\7.
10'
30' FRONT
SETBACK
8'
9'
ORNAMENTAL LANDSCAPE BUFFER
WITH PLANTING AND 6' WOOD FENCE
Ornamental landscaping:
Install at least one tree for each 30 linear feet of landscape area and
one shrub for each ten feet of landscape area.
Ornamental landscaping need not be evenly spaced, but rather
dispersed throughout the landscape area to create a natural
appearance. In all cases where a fence is constructed, the required
landscaped area shall be located between the fence and property line.
Submit Species for Town approval prior to ordering or installing
landscape buffer plants.
PROPOSED
HYDRANT
PROPOSED STORMWATER
MANAGEMENT BASIN (TYP)
20
PROPOSED 6" C900
PVC FIRE LINE
12' SIDE SETBACK
12' SIDE SETBACK
1a'
STORMWATER MANAGEMENT
INFILTRATION GALLERY
TYPICAL PER UNIT TYPE A -SEE SHEET 4
SEE SHEET 5 FOR STORMWATER CALCULATIONS
BUFFER LANDSCAPING WITHOUT FENCE
Buffer Landscaping where no fence is provided:
Dense vegetative screens shall contain shrubs at least 30 inches high
at the time of installation planted two —and —one—half feet on center.
The type of shrub used needs to be capable of attaining a height of at
least six feet at maturity. Applies to North and South Property Lines
Use Louisiana Green Pittosporum. Alternate Species allowable with
pre —approval of Engineer and Town of Kill Devil Hills Planning.
GRAPHIC SCALE
0 10 20
40
( IN FEET )
1 inch = 20 ft.
SHET 1 OF 5
13'
12'
14'
17'
LOT 6A — RECOMB. FOR
BLOCK 8 — SECTION 1
KITTY HAWK SHORES REV.
(P.C. F, SL. 139)
\19'
N/F
CHARLES WATKINS
LOT 3, BLOCK 8
KITTY HAWK SHORES —REVISED
P.C. 1 SL. 126
N/F
NANCY PETTERS
STORMWATER MANAGEMENT
INFILTRATION GALLERY
TYPICAL PER UNIT TYPE A -SEE SHEET 4
SEE SHEET 5 FOR STORMWATER CALCULATIONS
N
0
5
11'
12' SIDE SETS<CK
PROPOSED SINGLE FAMILY DWELLING
TYPICAL UNIT -BUILDING TYPE B
THREE STORY FRAME ON PILINGS WITH
GROUND LEVEL PARKING
5 BEDROOMS
GROSS FLOOR AREA = 2,640 SQ. FT. MAX.
PROPOSED
5 PARKING SPACES PER UNIT
ALL SPACES 10'x20' CLEAR
PROPOSED
SHOWERS 12' 13'
\OE
ROPER/�\N�
14'
15' 18'
11'
/
PROPOSED SINGLE FAMILY DWELLING
12' SIDE SETBACK TYPICAL UNIT -BUILDING TYPE A
THREE STORY FRAME ON PILINGS WITH
GROUND LEVEL PARKING
4 BEDROOMS
GROSS FLOOR AREA = 2,290 SQ. FT. MAX.
ROPOSED 20' DRIVE WITH PICP DRIVE
SURFACE AND 2' CONCRETE BORDER
PROPOSED
4 PARKING SPACES PER UNIT
ALL SPACES 10'x20' CLEAR
ORNAMENTAL LANDSCAPE BUFFER
WITH PLANTING AND 6' WOOD FENCE
Ornamental landscaping:
Install at least one tree for each 30 linear feet of landscape area and
one shrub for each ten feet of landscape area.
Ornamental landscaping need not be evenly spaced, but rather
dispersed throughout the landscape area to create a natural
appearance. In all cases where a fence is constructed, the required
landscaped area shall be located between the fence and property line.
Submit Species for Town approval prior to ordering or installing
landscape buffer plants.
80
PROPOSED LIMITS OF LAND
DISTURBANCE 6 FT FROM
POOL FENCE 19'
17'
PROPOSED POOL FENCE
17'
18
18'
1 '
\
\
\
\
i
20'
21'
23'
CAMA FIRST LINE OF
\g4k \ STABLE NATURAL VEGETATION
oxo 00040000::\ \__ \\\:-\;-\
\\\\\\:\
TOE OF DUNE 16' EL.
LARGE STRUCTURE
120' CAMA SETBACK
(2' EROSION RATE x 60)
LARGE STRUCTURE
(10,000 TO 20,000 SQ. FT.)
130' CAMA SETBACK
(2' EROSION RATE x 65)
UFFER LANDSCAPING WITHOUT FENCE
Buffer Landscaping where no fence is provided:
Dense vegetative screens shall contain shrubs at least 30 inches high
at the time of installation planted two —and —one—half feet on center.
The type of shrub used needs to be capable of attaining a height of at
least six feet at maturity. Applies to North and South Property Lines
Use Louisiana Green Pittosporum. Alternate Species allowable with
pre —approval of Engineer and Town of Kill Devil Hills Planning.
THIS PLAN WAS PREPARED BY MICHAEL W. ROBINSON P.E.,
P.L.S. ENGINEERING AND SURVEYING DATED 11 /03/20
THIS PLANS ARE PRELIMINARY AND HAVE BEEN PREPARED
FOR TOWN OF KILL DEVIL HILLS ZONING COMPLIANCE
REVIEW ONLY.
NOT RELEASED FOR CONSTRUCTION OR BIDDING
SUBJECT PROPERTY
LOT 5, BLOCK 8
KITTY HAWK SHORES —REVISED
P.C. 1 SL. 126
709 N. VIRGINIA DARE TRAIL
AND
LOT 4, BLOCK 8
f<ITTY HAWK SHORES —REVISED
P.C. 1 SL. 126
707 N. VIRGINIA DARE TRAIL
PROPOSED COVERED
\ DUNE TOP GAZEBO
144 SQ. FT.
STEPS TO BEACH
AS REQUIRED
ID:\PJ:\\ \:0\\IE\P\\O\IDS\\EE:cD\:\
PROPOSED
4' WOOD WALKWAY
WITH HANDRAILS
SMALL STRUCTURE
(5,000 SQ. FT. MAX.)
60' CAMA SETBACK
(2' EROSION RATE x 30)
TOE OF DUNE
DUNE CREST 25' EL.
sly
-.-CAMA FIRST LINE OF
STABLE NATURAL VEGETATION
BY KDH LPO 08/17/20
BUFFER LANDSCAPING WITHOUT FENCE
Buffer Landscaping where no fence is provided:
Dense vegetative screens shall contain shrubs at least 30 inches high
at the time of installation planted two —and —one—half feet on center.
The type of shrub used needs to be capable of attaining a height of at
least six feet at maturity. Applies to North and South Property Lines
Use Louisiana Green Pittosporum. Alternate Species allowable with
pre —approval of Engineer and Town of Kill Devil Hills Planning.
GENERAL NOTES:
SUBJECT PROPERTY:
LOT 4, BLOCK 8, KITTY HAWK SHORES —REVISED
KILL DEVIL HILLS, DARE COUNTY, NC
STREET ADDRESS: 707 N. VA. DARE TRAIL, KILL DEVIL HILLS, NC 27948
RECORDED REFERENCE: P.C. 1 SL. 126, D.B. 607 PG. 482
Parcel: 003692004 PIN: 9884 16 72 6545
LOT AREA : 33,753 SQ. FT. (TO SHORELINE ON SURVEY DATE)
LOT AREA : 26,961 SQ. FT. (TO FLSNV)
AND
LOT 5, BLOCK 8, KITTY HAWK SHORES —REVISED
KILL DEVIL HILLS, DARE COUNTY, NC
STREET ADDRESS: 709 N. VA. DARE TRAIL, KILL DEVIL HILLS, NC 27948
RECORDED REFERENCE: P.C. 1 SL. 126, D.B. 607 PG. 482
Parcel: 003692004 PIN: 9884 16 72 6545
LOT AREA : 40,411 SQ. FT. (TO SHORELINE ON SURVEY DATE)
LOT AREA : 32,272 SQ. FT. (TO FLSNV)
LOT 4 AND 5 COMBINED, BLOCK 8, KITTY HAWK SHORES —REVISED
LOT AREA : 74,164 SQ. FT. (TO SHORELINE ON SURVEY DATE)
LOT AREA : 59,233 SQ. FT. (TO FLSNV)
Property Recombination or other recorded legal agreement shall be
required prior to issuance of building permit. The agreement shall
be submitted for Town and Town Attorney review prior to recordation.
SUBJECT PROPERTY ZONING: OIR (OCEAN IMPACT RESIDENTIAL ZONE)
BUILDING SETBACKS:
FRONT — 30'
SIDE — 12' (Lots 100' in width or greater)
REAR — CAMA LIMITED
Town of Kill Devil Hills CID 375353
Panel 9884 Suffix J
Map Number 3720988400K
Effective Date : 6/19/2020
Vertical Datum NAVD 1988
FIRM Zone: X and VE (13.0') as shown
Flood Zones subject to change by FEMA
Reference Level:
X ZONE — For structures within X Flood Zones, the
Reference Level is the bottom of the lowest floor or the
bottom of the lowest attendant utility including ductwork,
whichever is lower, with only flood resistant materials
located below the Reference Level.
VE ZONE — For structures within VE Flood Zones, the
Reference Level is the bottom of the horizontal structural
member or the bottom of the lowest attendant utility
including ductwork, whichever is lower.
Regulatory Flood Protection Elevation (RFPE):
X ZONE — In X Zones east of N.C. 12 the RFPE is 8 feet
NAVD 1988 or natural grade elevation if the natural grade
is greater than 8 feet NAVD 1988 plus one foot free of
obstruction.
VE ZONE — In VE Zones the RFPE is the Base Flood
Elevation as designated on the Effective FIRM plus one
plus one foot free of obstruction.
Ground Floor entrys on all units shall be designed to meet free of
obstruction requirements as noted above. Walls may constructed
to meet break —away standards and cannot be conditioned
(separated from floor above). Utilities cannot be located in
break —away wall sections.
REVISED AS PER NCDCM COMMENTS DATED 04/06/21
GENERAL NOTES:
PROPOSED DEVELOPMENT:
Cluster Homes Development Consisting of 12-4 Bedroom units and 2-5
bedroom units all with under house parking and each with individual
swimming pools. The maximum gross floor area per building is 2,500 sq.ft.
All units will include Residential sprinkler systems.
Additional Improvements Include:
• 20' wide PICP paver roadway with 2' concrete border
• 4' Beach Access Walkway with dune deck, gazebo and deck shower.
• 6" waterline extension to provide fire flow to two new fire hydrants
and Sprinker line connections to all units..
• Sewer Lift Station with sewer service provided by KDHWWTP, LLC
through existing agreement
Cluster Homes are an Approved Use in the OIR Zoning district
CLUSTER HOMES. Buildings containing separate bathing, kitchen, sanitary
and sleeping facilities designed to be occupied by not more than one
family, with the buildings located in such a manner that all sides of any
building and any appurtenances thereto are directly on a lot line.
Building Size and arrangement Each detached single—family dwelling unit
shall be designed and arranged for occupancy by one family operating as
a housekeeping unit and shall contain at least 500 square feet, but no
more than 2,500 square feet of gross floor area. One structure may be
up to 5,000 square feet if it includes two or more separate but
complementary accessory or principal uses, e.g. a dwelling unit and an
on —site management office. Each detached single—family dwelling unit
shall be an independent dwelling unit.
For Purposes of Building Design, Gross Floor Area is defined as the sum
of the horizontal areas of several stories of a building measured from the
exterior walls. GROSS FLOOR AREA shall include: (a) heated areas, (b)
enclosed porches, (c) enclosed stairwells, (d) elevator shafts, and (e)
outdoor restaurants and customer seating areas covered or uncovered. In
atriums, the projected area of each floor, where the resulting space would
be of habitable height, shall be included in GROSS FLOOR AREA. GROSS
FLOOR AREA shall not include: (a) interior or partially enclosed parking
spaces, (b) attic or storage areas where the floor to ceiling height is less
than six feet, (c) covered or open decks not part of restaurant seating,
or (d) outdoor pools or pool decks
PROPOSED BUILDING COVERAGE:
BUILDING TYPE A — 12 at 1,042 sq.ft. = 12,504 sq.ft.
BUILDING TYPE A CONCRETE — 12 at 474 sq.ft. = 5,688 sq.ft.
(INCLUDES POOL CONC77E7E, PARKING PAD AND DRIVE APRON)
BUILDING TYPE A SWIMMING POOLS — 12 at 240 sq.ft. = 2,880 sq.ft.
BUILDING TYPE A HVAC STANDS — 12 at 18 sq.ft. = 216 sq.ft.
BUILDING TYPE B SWIMMING POOLS — 2 at 288 sq.ft. = 576 sq.ft.
BUILDING TYPE B HVAC STANDS — 2 at 18 sq.ft. = 36 sq.ft.
DRIVEWAY PICP PAVER INSERT — 2,744 sq.ft.
WOOD WALKWAY, DECK, GAZEBO AND SHOWERS = 1,070 sq.ft.
DUMPSTER PAD = 70 sq.ft.
PERCENT LOT COVERAGE TO FLSNV = 54.98
MAXIMUM LOT COVERAGE TO FLSNV = 55%
,411Awlle foRomevaz caysuzikvis, zzc
PO BOX 3266 KITTY HAWK NORTH CAROLINA

FERRIS AVE.
BEACH ACCESS
WRIGHT BROTHERS
NATIONAL
MONUMENT
OCEAN BAY BLVD
TOWN OF KILL DEVIL HILLS
DARE COUNTY, NORTH CAROLINA
DRAWING FILE: NV'T CAMA MA
PLOT SCALE: 30'
N.C. 12
VA. DARE TRAIL
WOODMERE AVE.
BEACH ACCESS
ATLANTIC
OCEAN
VICINITY LE MAP
9'
/
/
10'
N
\
20
7
7
EXISTING
GARAGE
EXISTING CONCRETE
DRIVE & PARKING
\
\ ( EXISTING\v
\ GAZEBO I \
10'
0
10
(
GRAPHIC SCALE
20
40
\ EXISTING
HOUSE
EXISTING
PORCH
80
( IN FEET )
1 inch = 20 ft.
EXISTING
GAZEBO
11'
NANCY/F PETTERS
15' 16'
12 13 I
\
EXISTING
SHOWER
�\ \
14'
\
\ \ \
\ \ \
\ \
\ \
1
/
\ \ \ I \\
\ \
\ 1 I\
13'
\
14'
/
\ EXISTING
I\
GAZEBO I
� I 1
19'
/
/
y —1
/
/
/
le
19'
17'
17'
17'
\
\
N/F
CHARLES WATKINS
16'
\
19'
\
20'
i
21'
/
L
\
\ \ \ \ \ I
\
-
\ \ \ \� '\ -
\
\ \ Y \ \ \
\ _ ,AA- \
—746 zXS\ \ \ \ \
1
►
\ I
\
16'
118'
17•
\
/
19'
\ I I
I III
/
1 \ 1 \1
22. 23'
\
TOE OF DUNE 16' EL.
\LARGE STRUCTURE
(5,000 to 10,000 sq. ft.)
120' CAMA SETBACK
(2' EROSION RATE x 60)
DRAWING NO.
2021 709 NVDT
DRAWN BY
DAD
ISSUE DATE
03/29/21
KILL DEVIL HILLS
CAMi
JOR PPLICY TION
THE TIDES' LXISTING CONDITIONS
709 NVDT, LLC
DARE COUNTY NORTH CAROLINA
LARGE STRUCTURE
(10,000 to 20,000 sq. ft.)
130' CAMA SETBACK
\ \
TOE OF DUNE
UNE CREST 25' EL.
SMALL STRUCTURE
(5,000 sq. ft. MAX)
60' CAMA SETBACK
(2' EROSION RATE x 30)
NO.
DATE
REVISIONS
04/08/21
REVISED AS PER NCDCM COMMENTS DATED 04/06/21
FIRST LINE OF
\ STABLE NATURAL VEGETATION
BY KDH LPO 08/17/20
SHAY/1'T 2 OF 5
AWANT/C TORON/PENT4I CO/HIM/LS; ac
PO BOX 3266 KITTY HAWK NORTH CAROLINA

ALL DISTURBED AREAS TO BE STABILIZED
WITH IRRIGATED BERMUDA GRASS SOD
18" ADS DUAL WALL
N-12 CULVERT
PIPE INVERT = 6.00'
15" ADS DURASLOT SI.,RFACE DRAIN
6" SLOT HEIGHT, 1.75 SLOT WIDTH
SLOT ELEVATION = 7.83'
PIPE INVERT = 6.00'
18" ADS DUAL WALL
N-12 CULVERT
PIPE INVERT = 6.00'
THIS PLAN SE1\IS PR: LIMINARY AND H
BEEN PREPARED FOR TO N OF KILL DEVI
ZONING COMPLIANC REVIEW ONLY.
NOT RELEASED FOR\9ONS RUCTION OR BID
20 D GRAPHIC SC LE
10 20
40
SILT FENCING
PROPOSED FINISHED
GRADE CONTOURS
9.13 PROPOSED FINISHED
GRADE CONTOURS
STORMWATER MANAGEMENT
INFILTRATION GALLERY
TYPICAL PER UNIT TYPE A -SEE SHEET 4
SILT FENCING
EXISTING GRADE CONTOURS
NAVD 1988
CONSTRUCTION ENTRANCE
20' WIDE X 50' DEEP MIN.
ALL DISTURBED AREAS TO BE STABTGZED
WITH IRRIGATED BERMUDA-GRASS SOD
/
/
/
PROPOSED FINISHED
GRADE CONTOURS
ALL DISTURBED AREAS TO BE STABILIZED
WITH IRRIGATED BERMUDA GRASS SOD
EXISTING GRADE CONTOURS
NAVD 1988
STORMWATER MANAGEMENT
INFILTRATION GALLERY
TYPICAL PER UNIT TYPE A -SEE SHEET 4
Ex. 1"OPEN PIPE
1.2' BG\
.11
PROPOSED FINISHED
GRADE CONTOURS
5' 16' 17,
SILT FENCING
PROPOSED FINISHED
GRADE CONTOURS
SILT FENCING
ALL DISTURBED AREAS TO BE STABILIZED
WITH IRRIGATE .BERMUDA GRASS SOD
TOWN OF KILL DEVIL HILLS ORDINANCE CHAPTER 153 - SECTION 153.071
Whenever land -disturbing activity is undertaken on a tract comprising more than 1/2 acre,
the person conducting the land -disturbing activity shall install such sedimentation and
erosion control devices and practices as are sufficient to retain the sediment generated by
the land -disturbing activity within the boundaries of the tract during construction upon and
development of said tract and shall plant or otherwise provide a permanent ground cover
sufficient to restrain erosion after completion of construction or development within 15
working days or 90 calendar days, whichever is shorter.
MINIMUM EROSION CONTROL MEASURES:
1. SUBMIT SEDIMENTATION AND EROSION CONTROL PLAN ALONG WITH FINANCIAL
RESPONSIBILITY FORM TO OBTAIN TOWN APPROVAL APPROVAL REQUIRED BEFORE
PROCEEDING WITH LAND DISTURBING ACTIVITIES. REFERENCE TOWN CODE 153.071 FOR
ADDITIONAL INFORMATION.
2. INSTALL SILT FENCING IN LOCATIONS NOTED ON PLAN SHEET 7. USE METAL FENCE
POSTS AND TRENCH IN TOE OF FENCING IN 6" MINIMUM FOR MAXIMUM EFFICIENCY AND
DURABILITY.
3. INSTALL CONSTRUCTION ENTRANCE IN LOCATION AS SHOWN ON SHEET 7.
4. PLACE CLEAN TYPE 1 SAND FILL TO ELEVATIONS NOTED ON STORMWATER AND GRADING
PLAN SHEET 2.
5. FILL SLOPES SHALL MAINTAIN 3:1 OR FLATTER.
6. INSTALL CONSTRUCTION ENTRANCE PAD AS DEPICTED ON STORMWATER PLAN, LOCATION
MAY BE ADJUSTED TO MEET BUILDERS NEEDS.
7. INSTALL FINAL STABILIZATION WITHIN 15 WORKING DAYS OF FINAL COMPLETION. FULL
STABILIZATION MUST BE ACCOMPLISHED WITH 90 DAYS OF PROJECT COMPLETION.
8. IF THE PROJECT IS DELAYED INSTALL TEMPORARY STABILIZATION WITHIN 15 WORKING
DAYS.
9. FINAL STABILIZATION SHALL BE BERMUDA SOD OR OUTER BANKS COMPATIBLE SEED
BLEND. IRRIGATE AS REQUIRED TO ESTABLISH A VIABLE STABILIZING CROP. SILT FENCING
SHALL REMAIN IN PLACE UNTIL FULL STABILIZATION IS ACHIEVED.
10. INSPECT ALL SEDIMENTATION AND EROSION CONTROL MEASURES DURING CONSTRUCTION
PARTICULARLY FOLLOWING SIGNIFICANT STORMWATER EVENTS. REPAIR ALL EROSION
GULLIES ALONG WITH SILT FENCING IMMEDIATELY.
11. ADDITIONAL MEASURES MAY BE REQUIRED IF EXCESSIVE STORMWATER RUNOFF OR
EROSION OCCURS PARTICULARLY THAT WHICH AFFECT ADJOINING PROPERTIES.
x1,.25
Ixlseo
LOT 6A - RECOMB. FOR
BLOCK 8 - SECTION 1
KITTY HAWK SHORES REV.
(P.C. F, SL. 139)
EXISTING GRADE CONTOURS
NAVD 1988..
00,4"-
ix 10.90 x111
LOT 3, BLOCK 8
KITTY HAWK SHORES -REVISED
P.C. 1 SL. 126
Ex. REBARG 3.0 B
x9AO x221],
x172\
°`"FL% SE
SUBJECT PROPERTY
LOT 5, BLOCK 8
KITTY HAWK SHORES -REVISED
P.C. 1 SL. 126
709 N. VIRGINIA DARE TRAIL
AND
LOT 4, BLOCK 8
KITTY HAWK SHORES -REVISED
P.C. 1 SL. 126
707 N. VIRGINIA DARE TRAIL
PROPOSED FINISHED
GRADE CONTOURS
EXISTING GRADE CONTOURS
NAVD 1988
MATCH EXISTING EDGE
OF ASPHALT
6" MINIMUM THICKNESS WASHED STONE
GRAVEL CONSTRUCTION ENTRANCE DETAIL
NOT TO SCALE
Wipe Down
Meet Ex.
Drop 0.10'
from eop
Meet Ex.
2400
6" depression fo
Infiltration
\•
Meet Ex.
ENTRY DETAIL
SCALE: 1 "=10'
12" wide flume
6" depression for
Infiltration
WOOD OR METAL STAKES
18" ADS DUAL WALL
N-12 CULVERT
PIPE INVERT = 6.00'
15" ADS DURASLOT SURFACE DRAIN
6" SLOT HEIGHT, 1.75" SLOT WIDTH
SLOT ELEVATION = 7.83'
PIPE INVERT = 6.00'
TOE FENCING INTO COMPACTED
FILL TRENCH (4" WIDE x 8" DEEP)
SYNTHETIC FILTER FABRIC OPERTY /
IIII
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III
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FLOW II II
III III11111
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*-w\.,\\--\-\\vq=\\\\\\\=\=\\\--,
SILT FENCE DETAIL
NOT TO SCALE
MICHAEL W. ROBINSON, P.E., P.L.S.
ENGINEERING AND SURVEYING
P.O. BOX 2852
KILL DEVIL HILLS, NC 27948
PHONE: [phone]
EMAIL: mrobinson©obxengineering.com
GRADING PLAN
SED/EC PLAN
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REVISIONS
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DESCRIPTION
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PROJECT.•
OCEANFRONT COMMUNITY
KILL DEVIL HILLS DARE COUNTY NORTH CAROLINA
707 AND 709 NORTH VIRGINIA DARE TRAIL, KILL DEVIL HILLS
DATE:
SCALE:
11-03-20
1 "=20'
DESIGNED:
DRAWN:
MWR
MWR
SHEET:
3 OF 5
CAD FILE:
saga-707 and 709 nvdt-kdh-base.dwg
PROJECT NO:
082720

ORNAMENTAL LANDSCAPE BUFFER
WITH PLANTING AND 6' WOOD FENCE
Ornamental landscaping:
Install at least one tree for each 30 linear feet of landscape area and
one shrub for each ten feet of landscape area.
Ornamental landscaping need not be evenly spaced, but rather
dispersed throughout the landscape area to create a natural
appearance. In all cases where a fence is constructed, the required
landscaped area shall be located between the fence and property line.
Submit Species for Town approval prior to ordering or installing
landscape buffer plants.
IGHT AT MA
EXISTING GRADE
\\\%\_ \\�\\\��\ \ \ \� \ \�\\\ \\\,
\\\�\\\ \\\�\\\
i \/ /i ADS GEOSYNTHETICS 6.0 oz. 0601T NON WOVEN GEOTEXTILE
�\\\\\�\\\I WITH HIGH WATER FLOW (110 g/min/sf ASTM D-4491)
\ \\\__\\\ \� NO SUBS717U7)ON WITHOUT ENGINEERS APPROVAL
i�\\\�\ s NO7E: SILT FENCING IS d(Qj AN ACCEPTABLE
- \\\ice\\\ - SUBSA7U7E FOR GEO7EXTILE FABRIC
/ \\\ \\\ j\\\ \\ \\ \\\ \\\�\ \\\�\\__ \\\ j\\\' 18"x 4" REDUCING ADAPTER
\ \\\/\\\ \ \\\//\\\ \\ \\'\\\ 18" ADS DUAL WALL N 12 HDPE
i i \
\\/\ /i i /
CLE4"NOVER H18' PIPES
STONE \\ \\\ \ \\\ / /\
6' WOOD or VINYL FENCE
SEE DETAIL SHEET 5
2 i0
ROOF GUTTER DOWNSPOUT\
"Y" CLEANOUT ASSEMBLY
WITH TOP CAP
CONCRETE SIDEWALK
FINISHED GRADF
5.5'
L^�J
00
A•.
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PROPERTY LINE
\i\ WITH SLOT PERFORATIONS AND
\ \\\ /- GEOTEXTILE SOCK \
i\M/yL
INJECTION MOLDED
WT TEE
\�� i\ �\ \ \� i \�\� i\ \ \ii i\� i\ \ \/ \ \ii \� i\ \ \� \i\i i\ �\ \�\� �\ \ \� i \ \ - \ \ \ i\ \ \ - \ \i\ i\ \=\� i
\�\\\ i\\\/i \\/\\ i\'/\\\i \\�\\\ _i\\\'i\\\/\i \�\\\ i\\\'�\\\\ \�\\\ /\\\'i \\/\\ i\\\'i\\\/\i \\�\\\ i\\\'�\\\/\i \i\\\ i\\\/i\\\/\\ \i\\\ /\\
\ \\\i\\ \�\\\\i\\\/\\\ \\i\\\/i\\\/\i\\\ i \\ \\\/\\ \\\i\\\ �\\\/ \\\/\\ \\i\\\' \\\/\\\i\\\/\\\'\/\\\/\\\ \�\\\/ \\\/\\ \\\/\\\ \\\\/i\\\/\\ \\i\\\' ,
90 BEND - OR-
FABRICATED HDPE
- 18"x 4" REDUCING TEE
INJECTION MOLDED WT \�\// /\\\ /\\\�i\\\i\i\ \ \/\\\_� \ \/\\\// i\\ /
' \\� \\/\\\ \\\ii\\\
ST DBL. MITER 90' BEND
.— \\5-
\\ \\\/ \ \\\/\\\ \ \ \\\\\ \\\'\\\/-
TYPICAL NORTH AND SOUTH SIDE PROPERTY LINE SECTION WITH INFILTRATION GALLERY DRAINAGE
NOT TO SCALE
0 0
Lid
i\1U1 /L2
0
DOWNSPOUT ADAPTER
INSERTED IN RISER PIPE
4" ADS SINGLE WALL HDPE
i
PROPERTY LINE
ORNAMENTAL LANDSCAPE BUFFER
WITH PLANTING AND 6' WOOD FENCE
Ornamental landscaping:
Install at least one tree for each 30 linear feet of landscape area and
one shrub for each ten feet of landscape area.
Ornamental landscaping need not be evenly spaced, but rather
dispersed throughout the landscape area to create a natural
appearance. In all cases where a fence is constructed, the required
landscaped area shall be located between the fence and property line.
Submit Species for Town approval prior to ordering or installing
landscape buffer plants.
0
/yL
CONCRETE SIDEWALK
FENCE
o �r
ti
35 L.F.
FENCE
r
MECH
UNIT
MECH
UNIT
s
- L
-L
u u
uu
18" ADS DUAL WALL N- 2 HDPE
WITH SLOT PERFORATIONS AND<
GEOTEXTILE SOCK
DUAL LINES AT 35 L.F. EACH
2
t
18"x 4" REDUCING ADAPTER
t
2
t
r
r
1
Z
2
2
Z
ROOF LINE
CONCRETE SIDEWALK
INJECTION MOLDED
WT TEE
BLDG TYPE A
11
8"x 4" REDUCING TEE
4" ADS SINGLE WALL HDPE
"Y" CLEANOUT ASSEMBLY
WITH TOP CAP
ROOF GUTTER DOWNSPOUT
DOWNSPOUT ADAPTER
INSERTED IN RISER PIPE
TYPICAL REAR YARD DRAINAGE INFILTRATION GALLERY - BUILDING TYPE A
NOT TO SCALE
CONCRETE
DECKING
SWIMMING
POOL
MICHAEL W. ROBINSON, P.E., P.L.S.
ENGINEERING AND SURVEYING
P.O. BOX 2852
KILL DEVIL HILLS, NC 27948
PHONE: [phone]
EMAIL: mrobinson©obxengineering.com
DETAIL SHEET
INFILTRATION GALLERY
\\\\\\a 1111,,,
Q- y°9
_ °a SEAL r° _
= • 18994 =
; 3 °° 0 2 .
,0 1.W.RO-s\\
REVISIONS
>-
D]
DESCRIPTION
w
1-
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0
d
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PROJECT.•
OCEANFRONT COMMUNITY
KILL DEVIL HILLS DARE COUNTY NORTH CAROLINA
707 AND 709 NORTH VIRGINIA DARE TRAIL, KILL DEVIL HILLS
DATE:
SCALE:
11-03-20
1 "=20'
DESIGNED:
DRAWN:
MWR
MWR
SHEET:
4 OF 5
CAD FILE:
saga-707 and 709 nvdt-kdh-base.dwg
PROJECT NO:
082720

STORMWATER CALCULATIONS:
STORMWATER MANAGEMENT CALCULATIONS:
SIGN DATA
DESIGN STORM: 4.3 INCH RAINFALL EVENT OVER A 2 HOUR PERIOD
INFILTRATION RATE = 20 INCHES PER HOUR
INTERSTITIAL SOIL VOID (POROSITY): 20%
GRAVEL VOID (POROSITY): 40%
0
RUNOFF COEFFICIENT = 1.0
SHWT ELEVATION = 4.0' +/-
REFERENCE SOILS REPORT PREPARED BY PROTOCOL SAMPLING SERVICE,
INC., DAVID E. MEYER, N.C.L.S.S.. THE REPORT IS DATED "pending"
DA1 - PARKING AND DRIVE DRAINAGE AREA
DRAINAGE AREA 1: BUILT UP AREA
CONCRETE DRIVE AND BORDER 2,662 sq.ft.
PAVER DRIVE (UNADJUSTED) 6,859 sq.ft.
DUMPSTER PAD 70 sq.ft.
FRONT CONCRETE APRONS 1,812 sq.ft.
TOTAL BUILT UPON AREA 11,403 sq.ft.
STORMWATER GENERATED BY DA 1 BUILT UPON AREA:
11,403 sq.ft. X 4.3/12 = 4,086 cu.ft.
STORMWATER STORAGE VOLUME IN TURFSTONE/PICP PAVERS, GRAVEL AND SOILS:
�ir'xh3:l�
TURFSTONE/PICP PAVER SURFACE = 0.052 cu. ft. open
(0.26' thick per manufactures cut sheet.)
(0.052 cu. ft. open x 0.20 = 0.0104 cu. ft.)
SATURATED AREA
A IA'
2" SAND LEVELING COURSE AT 20% VOID 0.034 ft.
.�x_O�,
= cu. open
(0.17 cu. ft. x 0.20 = 0.034 cu. ft.)
7" GRADED STONE BASE AT 40% VOID 0.233 ft.
- = cu. open
(0.58 cu. ft. x 0.40 = 0.233 cu. ft.)
'
SAND SOILS TO SHWT 20% VOID 0.667 ft.
e
`,
'A Ni
Yx "N. 7 erev3i"x
at = cu. open
=
(3.33 cu. ft. x 0.200.667 cu. ft.)
1 3.3
TOTAL STORAGE
TOTAL
TURFSTONE
TOTAL
VOLUME PER SQ. FT. OF PAVING SURFACE = 0.986 cu.ft. per sq.ft.
TURFSTONE PAVING AREA = 6,859 sq.ft.
STORAGE VOLUME IN TURFSTONE PAVING SURFACE = 6,859 x 0.986 = 6,762 cu.ft.
STORAGE VOLUME IN TURFSTONE SATURATED ZONE:
SATURATED AREA = 19,767 cu. ft.
(3.3' OFFSET OF TURFSTONE AREA LESS TURFSTONE AREA X 3.3')
SATURATED AREA STORAGE VOLUME at 20% VOID = 1,330 cu. ft.
(19,767 cu. ft. x 0.20 = 3,953 cu. ft.)
STORAGE AVAILABLE IN TURFSTONE PAVER AREA and SATURATION ZONE = 8,092 cu.ft.
DA2 - BUILDING TYPE A ROOF AREA
DRAINAGE AREA 2: BUILT UP AREA
ROOF AREA 1,294 sq.ft.
TOTAL BUILT UPON AREA 1,294 sq.ft.
ROOF DRAINS TO REAR YARD INFILTRATION GALLERY - SEE DETAIL SHEET 4
STORMWATER GENERATED BY DA 1 BUILT UPON AREA:
1,294 sq.ft. X 4.3/12 = 464 cu.ft.
STORMWATER STORAGE VOLUME IN REAR YARD INFILTRATION GALLERY:
a.) OPEN STORAGE IN TWO 35 L.F. 18" CULVERT PIPES = 35 ft x 1.77 sq.ft. x 2 = 123.9 cu.ft.
b.) INTERSTITIAL STORAGE IN GRAVEL BED =
(5.5 ft x 3.0 ft. x 70 I.f.) x 0.40 = 462 cu.ft. -123.9 cu.ft. = 338 cu.ft.
TOTAL GRAVEL BED VOLUME LESS OPEN STORAGE IN PIPES
c.) INTERSTITIAL STORAGE IN SAND BELOW GRAVEL BED =
(5.5 ft x 3.3 ft. x 35 I.f.) x 0.40 = 254.1 cu.ft.
GRAVEL BED AREA x SA TURA TION DEPTH x GRAVEL BED POROSITY
SA TURA TION DEPTH = 20 INCHES PER HOUR x 2 hours = 3.3 ft.
GRAVEL BED VOID (POROSITY): 40%
d.) TOTAL STORAGE AVAILABLE IN REAR YARD INFILTRATION GALLERY = 716 cu.ft.
SUMMARY:
APPLYING A 4.3 INCH RAINFALL ON THE CONCRETE ROADWAY BORDER, PAVER ROADWAY
SURFACE, FRONT CONCRETE APRONS AND THE DUMPSTER PAD YIELDS 4,086 cu. ft. OF
WATER TO MANAGE. THE PAVER SURFACE, UNDERLYING GRAVEL AND THE SANDY SUBSOILS
WILL STORE 8,092 cu. ft. OF WATER. THIS IS MORE THAN SUFFICIENT TO ALLOW THE NOTED
SURFACES TO BE "SELF -MANAGING" FOR STORMWATER PURPOSES AND ACTUALLY EQUATES
TO A DESIGN STORM OF APPROXIMATELY 8.5 INCHES.
A SLOT DRAIN NEAR THE PROJECT ENTRANCE WILL INTERCEPT ANY OVERFLOW RUNNING DOWN
THE ROADWAY AND DIRECT IT TO TWO SHALLOW INFILTRATION BASINS ON EITHER SIDE OF
THE ROADWAY ENTRANCE.
AN INFILTRATION GALLERY WILL BE CONSTRUCTED IN THE REAR YARD OF EACH OF THE TYPE
A UNITS. THE GALLERY WILL CONSIST OF TWO PARALLEL RUNS OF 18" ADS PERFORATED
PIPE WITH A GEO-TEXTILE WRAP. THE PIPES WILL BE ENCASED IN A GRAVEL BED CONSISTING
OF WASHED NO. 12 STONE. THE ROOF OF EACH UNIT WILL INCLUDE A GUTTER COLLECTION
SYSTEM WHICH DIRECTS ALL ROOF RUNOFF TO THE GALLERY.
APPLYING A 4.3 INCH RAINFALL ON THE ENTIRE ROOF SURFACE YIELDS 464 cu.ft. OF WATER
TO BE MANAGED. THE INFILTRATION GALLERY PIPE, GRAVEL BED AND UNDERLYING SANDY
SOILS CAN MANAGE 716 cu.ft. OF ROOF DISCHARGE. THIS VOLUME IS MORE SUFFICIENT TO
MANAGE THE 4.3 INCH DESIGN STORM AND ACTUALLY EQUATES TO A DESIGN STORM OF 6.6
INCHES.
7" THICK, OPEN AGGREGATE BASE
DECORATIVE CUT ON POST TOP,
6"x6" TREATED WOOD POST
1"x 6" TREATED WOOD SLATS
(BOTH SIDES OF FENCING)
2"x4" TREATED WOOD NAILERS
OPTION -VINYL FENCE
SINGLE SIDED
FINISHED GRADE
1
18" DIA. X 3' CONCRETE
)(1fl l,Mk/lAi I1I(IV641((,/e/ it
L__J
6' MAX PIILING SPACING
1
3' CONCRETE APRON
PRECAST CONCRETE GRID PAVER
TURFSTONE OR EQ.
3 1/8" THICK MINIMUM
BACK FILL PAVER VOIDS WITH
COURSE SAND FILL
2" THICK SAND LEVELING COURSE
LIGHTLY COMPACTED
7" THICK, OPEN AGGREGATE BASE
LAYER (No. 57 STONE)
12" THICK, 4,000 PSI CONCRETE
PAVER BORDER
2.0'
SLOPE INTO PAVERS_
INSTALL LEVEL
ADS GEOSYNTHETICS 6.0 oz. 0601T NON WOVEN GEOTEXTILE
WITH HIGH WATER FLOW (110 g/min/sf ASTM D-4491)
INSTALLED UNDER LEVELING COURSE
NO SUBS777U77ON WITHOUT ENGINEERS APPROVAL
NO7E SILT FENCING IS NOT AN ACCEPTABLE
SUBS777UTE FOR GEO7EX77LE FABRIC
ROADWAY SECTION WITH UNIT DRIVEWAY CONNECTION DETAIL
NOT TO SCALE
WOOD FENCE DETAIL
NOT TO SCALE
%�\\�\ \�\%\\\\�\� \\�\\\% �i\\%\*WO\OW0\"VO\
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kv%i�\\V A V ./A\��\\,\
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AVw=
4' MIN. :::::;::::::::::::\/ �A, \�\�6" D.I.P.a %\\ j\\j \\�'� �♦YI\, s DIP s„ c9oo ,�\\
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\�\\�\\\�\i\i\\i \\�\i\i \\�\i\\i\\\�\�\\�\\\�\i\i\\i \\�\i\\ii \\�\i\\i\/\�\�\\�\\\�\�\i\\i \\�\i\\i\\i \\�\i\\�\\\ s\i\i\\i\\\�\i i\\j \\�\ j\j\\i
\%\\i \\� ii\\i \� \�i\i-\\�\� \\i\\i\\\-\\\i\\i\\i \\-\\i\\i\\\\ \\ \\i\\ V.-A W \i\\\�\i\i\\i \\\\�i\i�\i \�/\\;•M, \�\\/\\�\\0-\\i\��\\\ \\- \\ \\\\\��\\!� i�\�\\\
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6" TO FIRE LINE
L__J
z
SAFE-T-COVER BY HYDROCOWL
ALUMINUM ENCLOSURE WITH HEATER
MODEL 600-AL
HEATER REQUIRED
FIRE PROTECTION LINE
AMES COLT SERIES C500 (OSY)
6" RPZ CHECK VALVE ASSEMBLY
CONCRETE SLAB
9.5' X 4.2' X 6"
N\1\\I4klJkVm1\\k1Mll\\I) (A\
\\ \\
,te„\\--\
\\\\„ TO 16" WATER MAIN
AT N.C. 12
4' MIN.
6" BACK FLOW PREVENTION
NOT TO SCALE
FREE STANDING FIRE DEPT.
INLET CONNECTIONS
GUARDIAN 4"X2 1/2"X2 1/2"
BRONZE
MODEL 6224
CONCRETE RING
lkll\\IN)14\ml\\I IJk »c\1\\I) oN\
4" CHECK VALVE
TYCO MODEL CV-1F
4" D.I.P.
4" DIP 90° BEND
L'CH LY CONPAC:TED SANDY SOR. 9F,SE
INSTALL 1/2" STRAIGHT AUTO DRAIN
IN TOP PORT OF CHECK VALVE.
USE POTTER-ROEMER 1/2" STRAIGHT AUTO
MODEL 59-81 BALL DRAIN OR APPROVED EQUAL
1
Il>I11k\kl\1 \\1dWJk\k111 \elll Mg1)1111411Ul1 1d1i111/&1 vv
4" D.I.P.
4" D.I.P.
FIRE DEPARTMENT CONNECTION
NOT TO SCALE
FIRE HYDRANT
M&H 129 TRAFFIC MODEL FOR 3.5'
BURY WITH 5 1/4" VALVE OPENING
NO SUBSTITUTIONS
BREAKAWAY FLANGE AND BOLTS SHALL
BE ABOVE FINISHED GRADE
FINISHED GRADE
CRUSHED STONE
7 CU. FT.
ALL BOLTS SHALL BE
STAINLESS STEEL
I� I�
KEEP WEEP HOLE CLEAR AND
KEEP CONCRETE OFF ALL BOLTS 111I
CONCRETE THRUST BLOCK
\ j \ PER DETAIL
A***\\0\\\'=
MIMI (a
aft
mos
° b a °
SEE PLANS FOR LOCATION
PUMPER NOZZLE TO STREET
.l, (L
CAST IRON VALVE BOX
CONCRETE RING
24" DIA., 4" THICK
4" PVC SLEEVE
6" GATE VALVE
RESILIENT WEDGE
ALL BOLTS SHALL BE j\j \XiSTAINLESS STEEL
\�
6" DUCTILE IRON PIPE \ \\\ \\/
HYDRANT LEG �\ \\\`
Iil
((f ,
FIRE LANE
NO PARKING
IN ROADWAY
TOWING ENFORCED
UNAUTHORIZED VEHICLES
TOWED AT VEHICLE
OWNERS EXPENSE
HOMEOWNERS ASSOCIATION
PHONE: XXX-XXX-XXXX
SIGN TYPE 1
(0(
PRIVATE PROPERTY
NOT A PUBLIC ROAD
NO PUBLIC BEACH ACCESS
NO PARKING IN ROADWAY
HOMEOWNERS ASSOCIATION
PHONE: XXX-XXX-XXXX
SIGN TYPE 2
PAINTING REQUIREMENTS FOR NEW FIRE HYDRANTS
WATERLINE
DIAMETER
BONNETT
BODY
6"
YELLOW
RED
8"
ORANGE
RED
10" AND
LARGER
GREEN
RED
NOTE: RED BODY MUST BE REPAINTED BY CONTRACTOR
PAINT WITH RUSTOLEUM ENAMEL "SAFETY YELLOW", "SAFETY ORANGE"
"SAFETY GREEN" AND "SAFETY RED"
NOTES:
1. DO NOT BLOCK HYDRANT DRAIN WITH THRUST BLOCKING
2. COAT TIE RODS AND NUTS WITH EPDXY
3. DO NOT SUPPORT VALVE BOX DIRECTLY ON VALVE
4. ALL JOINTS SHALL BE MECHANICAL JOINTS
5. INSTALL REFLECTIVE HYDRANT MARKER, SIIMPSONITE MODEL
88AB, TWO WAY REFLECTOR IN CENTERLINE OF PAVEMENT
PERPENDICULAR TO HYDRANT LOCATION USING E-BOND
EPDXY ADHESIVE 1240/1241 PER MANUFACTURERS SPECIFICATIONS.
Ilat
II II
«// IaltrvIv((/ l(h'((//`
Awv
/\j\\ice\\�\i\i\\i \\�\•`
\�\i\i\\\\\\ji\\j/\\
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6" CAST IRON TEE
BOLT HYDRATANT VALVE DIRECTLY
‘....\_„2.. \\\\,<\\,..2...:;„\'\\\\r-\\\\.,\-%\\,..z\\--2-.\\'
TEE
\\\�\��\%�\%. \�\\%\\%�\%\\� \
WATER MAIN \
(SEE PLANS FOR LOCA11ON)
i
\\--\%\/\\\�\*/\ DUCTILE IRON GRIP RINGS %\�\\ \\\/\�\�\% \\�\/\\/\\\% %% \\� % \\\/\%
\\/\ \\ j\�/\ j/\\ ROM AC OR APPROVED EQUAL \\%\\ \ \�\\��\\�\�/\\i\\%/\\�\\\%\/\\\�i\\\\�� \\\\%/\�\\\\%\\/jj
\\\ \i i\\ \\� ///\y \�/ �•�\.\..\ �\ �\\\. \/�/�\\,\\\/x/\i\\ _.\\/.\\ �. )\)\\\.<\ /-\\\;\\\,\\\/\)
%'\\w�A�\3/4" GALVANIZED ALL THREAD ROD -`� V�' \V��Aj CONCRETE THRUST BLOCK
i
\\\ \\%\\\ \� ' \\\\� , \��\\\%\\�\\�/ PER DETAIL j\
FIRE HYDRANT AND VALVE INSTALLATION DETAIL
NOT TO SCALE
MICHAEL W. ROBINSON, P.E., P.L.S.
ENGINEERING AND SURVEYING
P.O. BOX 2852
KILL DEVIL HILLS, NC 27948
PHONE: [phone]
EMAIL: mrobinson©obxengineering.com
_ SHEET
IMINARY
\\\Wa I I I1////,
Q- y°9 ,,
_ °a SEAL r° _
= 18994 0 2
•o 90`iWiiR°13`\\\.
REVISIONS
>-
DESCRIPTION
UJ
1-
a
0
d
z
PROJECT.•
OCEANFRONT COMMUNITY
KILL DEVIL HILLS DARE COUNTY NORTH CAROLINA
707 AND 709 NORTH VIRGINIA DARE TRAIL, KILL DEVIL HILLS
DATE:
SCALE:
11-03-20
1"=20'
DESIGNED:
DRAWN:
MWR
MWR
SHEET:
5 OF 5
CAD FILE:
saga-707 and 709 nvdt-kdh-base.dwg
PROJECT NO:
082720

GENERAL PROJECT NOTES:
THE FINISHED BUILDING SHALL COMPLY WITH ALL COMMUNITY, LOCAL AND NC STATE BUILDING CODES AND ORDINANCES AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE OF THE FINAL BUILDING'S COMPLIANCE. CONTRACTOR SHALL
COORDINATE WITH THE DESIGNER FOR ANY AND ALL CHANGES WHICH MUST BE MADE TO THESE DRAWINGS AND DESIGNER WILL MAKE ANY AND ALL CHANGES TO THESE DRAWINGS DURING THE CONSTRUCTION PHASE OF THIS PROJECT.
GENERAL DRAWING NOTES:
1. DO NOT SCALE THESE DRAWINGS.
2. CHECK DETAILS FOR APPRORIATE LOCATION OF ALL ITEMS NOT DIMENSIONED ON THE DRAWINGS.
3. DIMENSIONS ON THE DRAWINGS ARE TO FACES OF FRAMING ELEMENTS SUCH AS STUDS, JOISTS, RAFTERS, BEAMS, ETC., AND NOT FINISH FACES UNLESS OTHERWISE NOTED.
4. DOORS ARE DIMENSIONED TO STUD CREATED ROUGH OPENINGS AND WINDOWS ARE DIMENSIONED TO THE CENTER LINE OF ROUGH OPENINGS UNLESS OTHERWISE NOTED.
5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND STRUCTURAL MEMBER SIZES PRIOR TO CONSTRUCTION.
6. WHERE GYPSUM WALL BOARD (GWB) IS INSTALLED IN BATHROOMS, THE GWB SHALL BE WATER RESISTANT.
7. VERIFY FLOOD VENTING REQUIREMENTS FOR THE GROUND FLOOR WITH NC STATE AND LOCAL BUILDING CODE AND INSTALL VENTING PER THOSE REQUIREMENTS.
8. INSTALLATION OF ALL ELEMENTS ON THESE DRAWINGS SHALL BE IN ACCORDANCE WITH MANUFACTUR'S INSTRUCTIONS AND SHALL ALWAYS OVERRIDE ANY AND ALL DETAILS ON THESE DRAWINGS. ALL MANUFACTUR'S SHOP DRAWINGS
AND SUBMITTALS SHALL BE REVIEWED BY THE DEVELOPER AND NOT THE DESIGNER.
ROOF FRAMING GENERAL NOTES:
1. SEE SEALED STRUCTURAL ENGINEERING PLANS BY STRUCTURAL ENGINEER.
FRAMING NOTES:
1. SEE SEALED STRUCTURAL ENGINEERING PLANS BY STRUCTURAL ENGINEER.
FOUNDATION NOTES:
1. SEE SEALED STRUCTURAL ENGINEERING PLANS BY STRUCTURAL ENGINEER.
WINDOW AND DOOR NOTES:
1. NO SPECIFIC MANUFACTURER OF DOORS OR WINDOWS ARE REPRESENTED ON THESE DRAWINGS. OWNER SHALL CHOOSE THE MANUFACTURERS DURING THE PRICING PHASE OF THIS BUILDING.
2. ALL EXTERIOR DOORS SHALL BE SOLID CORE FIBERGLASS. NO STEEL DOORS SHALL BE USED.
3. ALL WINDOWS SHALL BE FIBERGLASS OR SOLID VINYL. NO METAL OR WOOD PRODUCTS SHALL BE USED.
4. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ROUGH OPENING DIMENSIONS AND ACTUAL UNIT SIZES AND QUANTITIES.
5. OWNER AND CONTRACTOR SHALL COORDINATE ALL WINDOW AND DOOR COLOR SELECTIONS, PROFILES AND ACCESSORIES.
6. SINGLEHUNG WINDOWS ARE SHOWN IN THESE DRAWINGS UNLESS NOTED OTHERWISE OR CHANGED BY THE CONTRACTOR AND OWNER. ALL WINDOWS SHALL COMPLY WITH N.C. STATE BUILDING CODE FOR THE PHYSICAL LOCATION OF THIS BUILDING.
7. TEMPERED GLASS UNITS SHALL BE USED PER CODE REQUIREMENTS. VERIFY ALL TEMPERED GLASS LOCATIONS PRIOR TO ORDERING WINDOWS.
8. ALL BEDROOMS SHALL HAVE A MINIMUM OF 1 WINDOW OR DOOR MEETING THE NC EGRESS CODE REQUIREMENTS.
9. VERIFY ALL WINDOW AND DOOR HEAD HEIGHTS PRIOR TO ORDERING WINDOWS AND DOORS.
® HIGH FRONT PERSPECTIVE FROM EAST
INDEX OF DRAWINGS
Sheet
Number
Sheet Name
Comments
AO
COVER SHEET
A1.1
GROUND FLOOR PLAN
A1.2
FIRST FLOOR PLAN
A1.3
SECOND FLOOR PLAN
A2.1
GROUND & FIRST FLOOR REFLECTED CEILING PLANS
A2.2
SECOND FLOOR REFLECTED CEILING PLAN
A3
ROOF PLAN
A4
FRONT & BACK ELEVATIONS
A5
SIDE ELEVATIONS
A6
BUILDING SECTIONS
A7
WALL SECTIONS & DETAILS
SO
STRUCTURAL NOTES
S1
PILING & GIRDER PLAN
S2
FIRST FLOOR FRAMING PLAN
S3
SECOND FLOOR FRAMING PLAN
S4
ROOF FRAMING PLAN
HIGH FRONT PERSPECTIVE FROM
O WEST
BACK PERSPECTIVE ON AXIS WITH
O DINING ROOM
...,..m,.:.,...Jr.1rt,
SQUARE FOOTAGE CALCULATIONS:
GROUND FLOOR:
FIRST FLOOR:
SECOND FLOOR:
170 SF
1,225 SF
1,245 SF
TOTAL CONDITIONED: 2,640 SF
FIRST FLOOR DECKS: 174 SF
SECOND FLOOR DECKS: 196 SF
COVERED PARKING: 2,112 SF
POOL DECK CONCRETE: 449 SF
POOL: 288 SF
FRONT PERSPECTIVE ON AXIS WITH
O FRONT DOOR
--SPAGIV
REALTY & CONSTRUCTION
© Copyright 2021 By: SAGA
Construction, Inc. All Rights
Reserved
SAGA Contact information:
252-441-9003
[e-mail]
No.
Revision
Date
Project Status:
CONSTRUCTION DOCUMENTS
COVER SHEET
Project number 707709NVDT.14
Date
Drawn by Author
Designed by Designer
AO
Scale
2/5/2021 3:56:10 PM

3'-0
3'-0
9'-0
8'-0
O 3D GROUND FLOOR
127
POOL DECK
34' - 0"
11' - 1 3/8
11' - 9 3/8
3/8"
— POOL CODE DOOR
I
POOL GATE
ELEV G
p LOW ENTRY
10'-5 3l8" - 10'- 5 3/8" I
E
E
POOL GATE
10'-53/8"
E
A7
11' - 93/8"
OGROUND FLOOR
1/4" = 1'-0"
--SPAGIV
REALTY & CONSTRUCTION
© Copyright 2021 By: SAGA
Construction, Inc. All Rights
Reserved
SAGA Contact information:
252-441-9003
[e-mail]
No.
Revision
Date
Project Status:
CONSTRUCTION DOCUMENTS
GROUND FLOOR PLAN
Project number 707709NVDT.14
Date
Drawn by Author
Designed by Designer
A1.1
Scale 1/4" = 1.-0"
2/5/2021 3:56:11 PM

11' - 1 3/8"
4'-91/8" 6'-41/4"
MASTER SUITE 2
10'-97/8"
M BATH 3
MASTER SUITE 3
- 6 3/8" 2 31/2
5'-61/8" 5'-71/4"
11' -1 3/8"
O 3D FIRST FLOOR
11'-93/8" 11'-13/8"
11' -1 3/8"
3' - 65/8"
18' - 7 3/8"
GLASS SHOWER
ENCLOSURE
REC ROOM
4'-61/8" 2'-9" 4'-61/8"
O FIRST FLOOR
1/4" = 1'-0"
3'-83/4" 7' - 45/8"
BEDROOM 4
5'- 65/8" 5' - 63/4"
11' -1 3/8"
--SPAGIV
REALTY & CONSTRUCTION
© Copyright 2021 By: SAGA
Construction, Inc. All Rights
Reserved
SAGA Contact information:
252-441-9003
[e-mail]
No.
Revision
Date
Project Status:
CONSTRUCTION DOCUMENTS
FIRST FLOOR PLAN
Project number 707709NVDT.14
Date
Drawn by Author
Designed by Designer
A1.2
Scale 1/4" = 1.-0"
2/5/2021 3:56:12 PM

11' -1 3/8" 2' - 3 5/8" 3' - 7" 3' - 7" 2' - 3 5/8"
/
MOSTER SUITE 1
11' -1 3/8"
M BAT71
tro
4' - 05/8"
5' - 37/8"
3' - 0" 4' - 0 5/8"
5' - 1 5/8"
5 105/8"
1'- 10 1/2'
KITCHEN
11'-13/8
GREAT ROOM
22' - 3 1/8"
5'-105/8" 2'-55/8"
DINING
OSECOND FLOOR
1/4" = 1'-0"
O 3D SECOND FLOOR
--SPAGIV
REALTY & CONSTRUCTION
© Copyright 2021 By: SAGA
Construction, Inc. All Rights
Reserved
SAGA Contact information:
252-441-9003
[e-mail]
No.
Revision
Date
Project Status:
CONSTRUCTION DOCUMENTS
SECOND FLOOR PLAN
Project number 707709NVDT.14
Date
Drawn by Author
Designed by Designer
A1.3
Scale 1/4" = 1.-0"
2/5/2021 3:56:14 PM

O 3D ROOF FROM BACK
OROOF PLAN
1/4" = 1'-0"
,a,ris.ar.,.1L-JT,!J T —III III= -III- -
=1 I l-i 1 1 1 ITi I I I I I I -1TI-1 I I„I I I I � I I I I iTi I I I I I I I I I I I1I I I I I I I�
--SPAGIV
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CONSTRUCTION
Project Status:
DOCUMENTS
ROOF PLAN
Project number
707709NVDT.14
Date
Drawn by
Author
Designed by
Designer
A3
Scale
1/4" = 1.-0"
2/5/2021 3:56:17 PM

TtyF
43' - 10"
SECOND FLOOR
34' - 8 1/2"
jek
T F
111-1 33' - 5 3/4"
FIRST FLOOR _
24' - 4 1/4"
TF F
23' - 1 1/2"
■I11
11E111
1111
m
1u�in
11111 ll■n111■n11111111111111.11
muminunimunammunnomm.
11111
a al
sim
me
Illm onim umni■iii,:li
mom 11111111111111
11111,I1 iiiiii111111II 111I1
O 111111101111111111111111111111111111 mmmm1
11YI111nlmlllmnlmnl■11 NMI
111111n111mlllmnim11111 11111
111111111111111111111111111111111111111111
IMILIMILIRREPLINRIMMAIRPRRIMID
■I1lmmulmn,mn,mmummml u
maI 1111■1m11mon mull
111nfm■ 11■I111111111■11111111111
m■■111mP1mIll mn nlil■11tn
ommoiru
11■11111
1111111
1111
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1111111111111
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1111111111
11u111111 ,
■111
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1111111111111
11n1111
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1111■1111■11111- 1 1 I
nnlmnll•In
,mmmn
111111111111111111111111111111111
11111111111 i
11111111111111111 Ilmlllmll
,mmmn n1■lnlmm
mnlmnlm 11111111111111111
Ilmllli„11■ 111111111111111
11111111111111 111■11111■111
111
11111im,1�11m11■ 10111111101m11■1
11111111111111111111111111111111111111111111l
1111111111111111.1111111111111111111111111M111
IImn1111I11mIn1mnlmmmnlmnl
1 14 �i' i 1'I I� 1 1,I, , 1 i+1 I,T' hi � 1 14 �111�Y ,h, 11
IIT 111I YI 1 I+ol I I 11 Ito I I T U 1 H1 11 Sul H 1 rI 11f°I I� �T lf
11111111■1
1111■111111
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■mmm
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1 hii i Ti ll�T1 1f ilil iilill il�ii il�j
4
4
11
111
GROUND FLOOR_
15'-0" IF III III �I
DECORATIVE GABLE END TRIM
B&B SIDING AS SPEC
SHAKE SIDING AS SPEC
BEAUTY BAND AS SPEC
TP2F
43' - 10"
5/4X6 CORNER BOARDS ON
ALL OUTSIDE CORNERS
5/4X6 PICTURE FRAME
TRIM AROUND ALL DOORS
AND WINDOWS
jpik SECOND FLOOR
34'-81/2"
FIRST FLOOR
24' - 4 1/4"
POOL FENCE AS SPEC
�GROUNDFLOOR
15' _-0„�
III III III III 11
OFRONT ELEVATION
1/4" = 1'-0"
Ill
12"
111111111111 1 1■11111■111,111111■I1111■ I
111111111111111111110111101111111111111111
t ii n1 1i11U1111111UIlii ii n11111■I
YYMBEINY11E111f11Y
n mn1m11,nmmmlln mmmn m
■ liin111111 In ■I1111■III■■ 11111111111 In
11111111111111111110111111111111111111111111111111m,,m11m,1mm11I
OBACK ELEVATION
1/4" =
1X8 FASCIA
5/4X4 FRIEZE BOARD
III III II1 III III III III
BEAUTY BAND AS
SPEC
B&B SIDING AS SPEC @
ALL GROUND FLOOR WALLS
5/4X6 BASE WALL TRIM
--SPAGIV
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CONSTRUCTION DOCUMENTS
FRONT & BACK ELEVATIONS
Project number 707709NVDT.14
Date
Drawn by Author
Designed by Designer
A4
Scale 1/4" = 1'-0"
2/5/2021 3:56:18 PM

11 J
1 I 11 II
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i
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II II
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it• Ilmnlmnlmnlmnlm
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■II ■I1111■I1111■I1111■I1111■I11
11m11 1iuo.mnlmni�il�n.
In mmmmmmmmmm
■Inn■Inn■In1■Inn■III
.1511 m1111111111111111111I1m11
IIII mmmlmnlmnlmnlml
In1I nlmnlmnlmnlmnlm ° Ilmnlmn mnlmnlmn mnlmnlmn mnlmnlmnlm
I I I I 1 I 1 I 1 1 I I■ 11 11 11 II
1 ply1 1 1 poctlli�rl 1 i i 1 i i 1 1 i i 1 1 11 1 1 1
I I I I I I I I I I I I
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ti11411r1t1�111� 1+Iti�'llllifll? II11411)llll)l�ll II i�111'111�11'lIT111 '11 �111� 111(li 1111j(II1II III 1I1j11_1(111111IIII 1171
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41111111 f1L1111III11i111 ill1111 1111II1 11111111 I�1LI111III�I IIIII II1111 IIII 11111II111I1y'111111L1111111111111111? II IL Iu 1I1I111i11L
Iti4jl4�ll'Ifl��l IIlls )Ili 11� II��I'Ill IIlls )Ili 11� II��I'Ifl�l 11' I�I��IIP
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11111
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tillfllll�1�11�'111414'1Iti1I�11f1111��1�111��1111y1��'111�4141Illllf114111i111111JJ11111111 44111111f1144"111�1141�11�4141�y1' 11111 1�11[Ii1 11y11�
INN
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]
+,� 11II14I11111IITIl11 1If +'IIII , III IL III �� III �� II
IIIIII
— I
®SOUTH ELEVATION
1/4" = 1'-0"
I I
J
ARCHITECTURAL SHINGLES AS SPEC
SHAKE SIDING AS SPEC
B&B SIDING AS SPEC
]111J 1111111J 111111111411'I('4 LI�'I
11 JI II 111I11I11J1IJ(11J1fJl 11
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In
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DECORATIVE BRACKETS
B&B SIDING AS SPEC
TP 2F n
43 10
SECOND FLOOlik
34'-81/2"
33' - 5 3/4"
FIRST FLOOR
24' - 4 1/4"
TP' F
23' 11/2
GROUNDFIOOR
111 Ill-
--111111■III■■III■■1111•11111
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11111111111 111111 i11i �111IIw �11'1111111 111'1II II111 III�f 111 I11i1111�11q i i� 1 it l !I iI�' i I it l II i II � �YIIII+ FYI IYI +�� � II I IYI +� �I � �11 1+1 ICY �� 'f
11 I I 111 I� 11 Ih 1 1 Il 11 1 1 1 111 I III I� 1 1 Il 111 1 1 1 111 I I 1 11 11 1 11 1 111 1 1 1 1 I 1 11 1 1 11 1 111 1 1 1 1 1
II II II II � II II II III II 1 4II III II) 1 II Il 111 1 II YII it II I II) 111 11 Il Il I
�1�II 1f11111 1�1y111 {L11��1111'111�1 1�11��1 1�1�1�1��1111111�{�1�1�11�I��I�;�II�I �11111��1111�111���11111 1�111111�1g1�111111��111111�111111I1��1�II111�1��1� 11111��1�1� �111g11
i'If' 111�4 1111'111111'711i�1n41 I1�4 Ill'I ii�i 4 IIII �, ! ��� III I'14 l��1 !I l� �I I lI4 4 4
till
1 111 1 111 111 111 1 111 111 11 111 111 111 111 11111 111 111 11 111 III 111 111 If
`-1, 1/4"
ELEVATION
1/4" = 1'-0"
--SPAGIV
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CONSTRUCTION DOCUMENTS
SIDE ELEVATIONS
Project number 707709NVDT.14
Date
Drawn by Author
Designed by Designer
A5
Scale 1/4" = 1.-0"
2/5/2021 3:56:19 PM

--SPAGIV
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No.
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CONSTRUCTION DOCUMENTS
SITE PLAN
Project number
707709NVDT.14
Date
Drawn by
Author
Designed by
Designer
PR1
Scale
3/16" = 1'-0"
OPR SITE PLAN
3/16" = 1'-0"
2/5/2021 3:56:20 PM

DECK
DECK
ASTER SUITE
ZN
®1
0
M BATH 3
ASTER SUITE 3
M BATH 2
REC ROOM
V C
OPR FIRST FLOOR
1/4" = 1'-0"
SQUARE FOOTAGE CALCULATIONS:
GROUND FLOOR:
FIRST FLOOR:
SECOND FLOOR:
O
J
170 SF
1,225 SF
1,245 SF
TOTAL CONDITIONED: 2,640 SF
FIRST FLOOR DECKS: 174 SF
SECOND FLOOR DECKS: 196 SF
COVERED PARKING: 2,112 SF
POOL DECK CONCRETE: 449 SF
POOL: 288 SF
10'X20'
..' PARKING. `.
SPACE
10'X20'
PARKING
SPACE
I
I
10'X20' I.. 10'X20' .ICI 10'X20'
PARKING • I' • PARKING _ I, 1 PARKING
SPACE C . SPACE . I I SPACE
OPR GROUND FLOOR
1/4" = 1'-0"
--SPAGIV
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CONSTRUCTION DOCUMENTS
GROUND & FIRST FLOOR PLANS
Project number 707709NVDT.14
Date
Drawn by Author
Designed by Designer
PR2.1
Scale 1/4" = 1'-0"
2/5/2021 3:56:21 PM

Illlnnll 11 u 11 u 11 u n u . nL 11IIm1f11n11 nt11n11 1
mn `onn mm1n111m nmmm
1.
111111111 1101 11011111111111 101111111111111111 n
11/01111 + Iml. IIII1m1111111 111111n111p
n1111n i 1I111 11001I1111 m1m111m11
n�111�m��1�� J }lei: 11 mnl111111.o 11101111111
111111111111111
nmm� 1m fi
IIIIWINIII' IIi��I� l Iyl,ll 111�I ll I� .. I�llll� f l� ll? l �I (_I, ll l�lll�lllll I� 11 Il
IIIJ'IIIIIIIIIIII;II1111I111111IInLI I��II l ll l;lL lip ll�
11ji,11,11li�,�I�4�,111i{Ill,�ll4,gl,ll)!!-
II f I it (I r''(Ii 1 (11( lilt Y
I
111I 111I1 11 1111111111 II II111I II
■■1111101
LII IWII■IMI WI =I 1�n
•m11o1m ■■ 111111 1n 11101 mn1m1
0011101111 II IN 101 11111111
IInn1I1111W111I m 111m IIlllI
0/11101111 ■■ II 11111
11101111111I I111111 1011
11111m1111 11111 11
11 11 ' 1 I '
,J11 1l,,{111 1�,!„ 1
rii 1,I!I li,J11i1
noni
nm1
m
n
nyl nn
m1111I1nm1111n1I1mIm1111mIml1111 11
111101111111 1111111111011111111111011111111
111111111111111 11011110III 111111111111111111111111
1nIm{111m111m11Im111m{n 1111 111 11 �I lI� IIllI I !l1II I),1 Ili
OPR FRONT ELEVATION
1/4" = 1'-0"
®PR NORTH ELEVATION
1/8" = 1'-0"
/I
1 11 I� II I itIifII i 111II1I111 1I1I111I1 11111IIf lIIl11 l IIu
II IIIIi11 ,,1, 4,11'� 14 IIIIf1 11 I i IIiII�I Ili
(R ii,iY, ilYiilh! (ii i11i�1
II II11111I I1F � 11111111111111
uIt u l 1111 u 11u11 1
nlnninllnl�lim
NMI%
IIm11ImI
m11n
mini IN
I11111m1im11
mmmm
mmmm
11011111011 1
11nn1nm11 n min
0111 M nm111n11I1111�11
11 I 11 11 1 11 11 I I
i4IU„1l�,4 fI 1l11! i)11,)
TOP PLATE 2F
ED-
2ND FLOOR _
1ST FLOOR
SQUARE FOOTAGE CALCULATIONS:
GROUND FLOOR:
FIRST FLOOR:
SECOND FLOOR:
TOTAL CONDITIONED:
FIRST FLOOR DECKS:
SECOND FLOOR DECKS:
COVERED PARKING:
POOL DECK CONCRETE:
POOL:
"IMUMMAIM MU'
III;
,.:I1: 1:m mi..
OPR BACK ELEVATION
1/8" =
170 SF
1,225 SF
1,245 SF
2,640 SF
174 SF
196 SF
2,112 SF
449 SF
288 SF
DECK
MASTER SU
1
LAUNDRY
j
ITE 1
HALL
0 1
tY I
00
0
00
KITCHEN
OPR SECOND FLOOR PLAN
1/4" = 1'-0"
whits naMENSEAS
!!4R ".:ppnmiI. AMER nnm+imm,",miuminrp:p&w._:.
OPR SOUTH ELEVATION
1/8" = 1'-0"
DECK
(?)
&0(31
DINING
--SPAGIV
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CONSTRUCTION DOCUMENTS
SECOND FLOOR PLAN &
ELEVATIONS
Project number 707709NVDT.14
Date
Drawn by Author
Designed by Designer
PR2.2
Scale As indicated
2/5/2021 3:56:26 PM

--SPAGIV
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CONSTRUCTION DOCUMENTS
3D VIEW - FRONT PERSPECTIVE
ON AXIS
Project number 707709NVDT.14
Date
Drawn by Author
Designed by Designer
PR3.1
Scale
2/5/2021 3:56:26 PM

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CONSTRUCTION DOCUMENTS
3D VIEW - FRONT RIGHT
PERSPECTIVE
Project number 707709NVDT.14
Date
Drawn by Author
Designed by Designer
PR3.2
Scale
2/5/2021 3:56:26 PM

--SPAGIV
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CONSTRUCTION DOCUMENTS
3D VIEW - FRONT LEFT
PERSPECTIVE
Project number 707709NVDT.14
Date
Drawn by Author
Designed by Designer
PR3.3
Scale
2/5/2021 3:56:26 PM

--SPAGIV
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CONSTRUCTION DOCUMENTS
3D VIEW - BACK PERSPECTIVE
Project number 707709NVDT.14
Date
Drawn by Author
Designed by Designer
PR3.4
Scale
2/5/2021 3:56:26 PM