KB_17-03_Ocean Dunes HOA

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03107117
Exemption, Number —
ocean Dunesr HOA
1' Neptune:Pike,
KureBeach; NC.20449'
RE: EXEMPTED PROJECT (MINOR)- MAINTENANCE AND REPAIR
(1"5A NCAC 07K.0103)
PROJECT ADDRESS —1Neptune Place:
AREA OF EN%ARONMENTAL CONCERN'— Ocean,
Dear Ocean Dunes HOA:
I'have reviewed the infornafiomsubmitted to this otnce.lnyour inquiry, w,—
filing of amapplleation fora minor development permit under the Coastal Area.Manag,
making site inspection on03107117, Ihave determined 'that the activdy. you Propose
needing a minor development permit as long as it remains consistent with what was
submitted.on:03/0711T, and meets'the conditions specified below: Ifyour plans shoul
project will: no longer meet theseconditions, please contactmebeforeproceeding•.
MAINTENANCE AND REPAIR - (G,S:.1.13.103(5)tts)to) ano r.n.ulvur- ou •�•��-••�,
similar manner,. size and I6cationasth"00inal!structure: Nmexpansionsoradditionsare
repaiiserre:limited to•50.%.ofthe:phYgcal.value of ftleexisting structure and 0l0ollowing sl
1. The project consists of removing old concrete and replacing in identical manner T
repairs shall be consistent with all other applicable local ordinances and North Ca
Code standards.
This exemption to CAMA permit requirements does not alleviate the necessity of your
other State, Federal or Local authorization and N.C. Building Permits. This exemption exp
the date of the letter.
Sincerely,
John . Batson,
Town of Kure Beach
117 Setters Ln.
Kure Beach, NC 28449
The:
any
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RECIZJVEC)
N wi-MINGTON, NC
APR 0 7 2017

goGEORGE FARIOLM
Project Description
Ocean Dunes Pavement Repairs
Supplementary Conditions
September 16, 2016
Page 1 of 4
The construction documents have been developed for the sole use of Ocean Dunes HOA for the
specified repair areas and may not be used in whole or part by any other party or for any other
purpose than that intended by the Engineer of Record.
The project consists of the removal of existing failed concrete pavement and replacement with
new concrete pavement at two locations at Ocean Dunes.
Performance of Work
1. The Project Manual consists of the following
a. AC1330.1-08
In. Appendix A the Work:
i. Plan Sheets (dated September 16, 2014 unless otherwise noted)
1.
P-1
Pavement Repair Location Identification.
2.
P-2
Repair Area 1 Boundary
3.
P-3
Repair Area 1 Control Joint Layout
4.
P-4
Repair Area 1 Repair Area 1 Suggested Phasing Plan
5.
P-5
Repair Area 2 Boundary
6.
P-6
Pavement cross section
7.
P-7
Contraction Joint
8.
P-8
Control Joint at existing Pavement
9.
P-9
General Notes
ii. Appendix B
1. ConsensusDocs® 205 STANDARD SHORT FORM
AGREEMENT BETWEEN OWNER AND CONSTRUCTOR
a. Note: Constructor and Contractor shall be used
interchangeably in these documents.
2. An on -site job foreman or project manager will be identified by the Contractor and shall
be subject to approval by the Owner. This individual will coordinate day to day
construction activities and shall be on -site at any time construction activities are on-
going, or employees of any subcontractor are on site.
Ftr=il,_ =,vED
DGM WILMINGTON, NC
APR 1 0 2017

EfiGrEO<RGE B4RiOLalJR
Ocean Dunes Pavement Repairs
Supplementary Conditions
September 16, 2016
Page 2 of 4
3. The Contractor will schedule and attend a pre -construction meeting to coordinate
activities related to the project with the Engineer, Property Manager, and other
individuals as designated by the Owner.
4. The Contractor will provide and maintain a project schedule acceptable to the Engineer
and Owner and will coordinate construction activities with scheduled use of the facility.
The Owner will provide advance notice of scheduled activities affecting construction, if
any, prior to bidding. Refer to the scheduling section for additional information.
5. The Contractor will submit shop drawings or submittals for any proposed material
substitutions. Material substitutions will only be considered if submitted with the bid as a
bid-altemate. Bids must be based on the materials and products as specified.
6. The Contractor will provide and install temporary barriers and warning signs as
necessary to prevent non -authorized personnel from entering the work space whether
work is in progress or not and to protect new pavements until sufficient strength has
been obtained.
7. The Contractor will provide and maintain bathroom facilities.
B. The Contractor will provide temporary power poles with outlets for work. Do not use
exterior outlets on buildings.
9. Parking and storage space is limited. The Contractor will cooperate with the Owner in
arranging for on site storage and parking. In no instance will the means of egress to the
property or individual parking area beneath the buildings be blocked or access limited
without the authorization or the Owner and any public official with jurisdiction.
10. Working hours are limited to 730AM to 5:OOPM Monday through Friday excluding
federal holidays. No work generating noise shall be performed on any buildings prior to
7,30 AM. Work on Saturdays will be limited to the hours of 9:OOAM to 3:OOPM.
11. The Owner recognizes that the Contractor must access the property to complete the
work. The Contractor will not be penalized for damage to landscaping in areas adjacent
to the work. However, the Contractor will be held responsible for any damage to the
property in areas not adjacent to the pavement repair areas and for damage to areas not
related to the work.
12. Do not begin any work on site until all necessary submittals are approved and materials
and components are received and prepared for installation.
iEi_ _ivED
DGIVII WILMINGTON, NC
APR 1 0 2017

Ocean Dunes Pavement Repairs
Supplementary Conditions
September 16, 2016
Page 3 of 4
13. Where conflicts are identified in the various documents including the Project Manual,
manufacturer's literature or applicable codes, the Contractor will provide written
notification to the Engineer for clarification, which will be provided In writing.
14. Changes to the scope of work are not anticipated. However, in the event they occur, all
changes in scope and resulting changes in contract prices will be documented in
writing. Authorization to proceed with changes will be obtained from the Engineer in
advance of performance of the work.
Project Scheduling
1. Provide a written schedule for the project adequately detailing start and end dates for
major tasks and for milestone dates affecting the access to buildings.
2. Provide a schedule of anticipated pay applications and approximate amounts.
3. The Contractor shall provide advanced written notice to the Owner when work will
commence and will notify the Owner if the schedule is changed.
4. Schedule and complete a preconstruction meeting prior to initiation of work.
Project Closeout
1. Once the following requirements are met, the retainage for project will be released and
the warranty period shall begin.
a. All specified work including change orders and punch list items completed and
accepted.
b. All required documents submitted Ina binder and approved by the Owner.
I. Application and Certificate for Payment (final).
ii. List of subcontractors and material suppliers.
Ill. ACCORD statement identifying the Owner and Engineer as additional
insureds.
iv. Contractor's, subcontractor's, and material supplier's Affidavits of
Payment of Debts and Claims.
v. Copies of all change orders
iiEC `WED
DOM WILMINGTON, NC
APR 1 0 2017

Ocean Dunes Pavement Repairs
Supplementary Conditions
September 16, 2016
Page 4 of 4
vi. CD or usb drive containing photographic documentation of the progress
of the work.
vii. Contractor's written warranty.
viii. Copies of all submittals.
ix. All other documents required by the contract documents.
Project Coordination:
All questions, requests for information, invoices and communications regarding this project both
during the bidding and construction phase shall be directed to the Engineer. In the event the
Engineer is not available, direct questions to the Ocean Dunes contact.
Chris Barbour
George Barbour + Associates, PLLC
6622 Gordon Road Suite B
Wilmington, NC 28411
Office: [phone]
Fax: [phone]
Email: chris®grbpe.com
Ocean Dunes HOA Contact
Michael Nieman
Community Manager
Email: [e-mail]
Phone: [phone]
IiEC JVED
DGM WILMINGTON, NC
APR 1 0 2017

cjgGIORGI ®ARI®UR PROJECT: Ocean Dunes Condominiums
: n§§04ATts BUC SUBJECT: Exhibit A
I
P-1: Pavement Repair Location Identification:

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11.1
NORM
PROJECT: Ocean Dunes Condominiums
SUBJECT: Exhibit A
P-2 Repair Area 1: The extent of
the repair area will be identified
on the pavement with paint
markings as indicated below.

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GKONGt OARP UR
PROJECT: Ocean Dunes Condominiums
SUBJECT: Exhibit A
P-3 Repair Area 1: Joint Layout

GEORGE UNDOUR
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PROJECT: Ocean Dunes Condominiums
SUBJECT: Exhibit A
P-4 Repair Area 1: Suggested
Phasing Plan
Egress must be maintained to
buildings accessed by the
South and East drives. The
North Drive is accessible from
an entrance to the north. All
pavement demolition can be
completed at one time as long
as temporary ABC ramps are
maintained at the pavement
terminations.

sue'
GRORGE, RARBOUR
PROJECT: Ocean Dunes Condominiums
SUBJECT: Exhibit A
P- 5 Repair Area 2: The extent of the
repair area will be identified on the
pavement with paint markings as
indicated below.

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P-7 General Wisp:
pesign Assumptions:
PROJECT: Ocean Dunes Condominiums
SUBJECT: Exhibit A
Pavement design is based on the following assumptions in accordance with table 2.4 of ACI 338-08.
1.1. Subgrade modulus 100 pci
1.2. Subgrade compaction 95% of the standard proctor per ASTM D 968
1.3. Traffic Category B (ADDTT 25)
1.4. Concrete (F'J 4500 psi
1.5. Concrete Mgdyly§ gf gy@tyre (M� 550 psi
Pr9je4t SPOO 41119nOl
All work shall G9i mply with AP4l 35P.1-08 Specifications f9r ynreinigrggei Egncrete Parking Lgts
§y§Mr ittals are required for the following:
1. Concrete mix design
I. jgint sealants
3. gyring methods
4. Reinforcing and dowels
09R6rgte:
1; All concrete shall be F'c = 4500 psi normal weight with a modulus of rupture MR = 550 psi and shall be air entrained.
P; Cencrete mix design shall be developed to minimize curling and shrinkage by minimizing water cement ration and using maximum sized
aggregates as described in ACI 301.2R.
9. Water shall not be added to the mix without the express written permission of the concrete supplier's technician and gs provided for an jtg
delivery tickets.
4. Control joint locations gnd formwork shall be reviewed by the Engineer prior to poring concrete.
5. All joints shall be sealed with MasterSeal CL 190 Joint Sealant or approved equal.
i. $P49rade Prep ration:
Z 1, The eXjsting Subgrade;hall be graded, cleared cf debris, and compacted to 95% standard proctor in accordance with ASTM D968.
G) < lo. Proof rgll the subgradg using g fully loaded tandem axle dump truck and notify the Engineer if un§yit@ble Subgrade areas are identified. Verify
O (TI teat ng drainage elements will be put at risk of damage prior to performing any prod rolling.
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