SW8960705_HISTORICAL FILE_19961003 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 q\,P O1 O 5
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
\ ,1(1 � 1 O 03
YYYYMMDD

j State of North Carolina
Department of Environment,
Health and Natural Resources
I Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Mr. Michael K. Alford, General Manager
Marine Chevrolet
Post Office Box 346
1 Jacksonville, North Carolina 28540
Dear Mr. Alford:
QAdwhods��
IL
IDFEE HNIFi
October 3, 1996
Subject: Permit No. SW8 960705
Marine Chevrolet
High Density Commercial Stormwater Project
Onslow County
The Wilmington Regional Office received the Stormwater Management Permit Application for Marine Chevrolet on July
11, 1996, with final information on September 18, 1996. Staff review of the plans and specifications has determined that
the project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000. We are
forwarding Permit No. SW8 960705 dated October 3, 1996, for the construction of Marine Chevrolet.
This permit shall be effective from the date of issuance until October 3, 2006, and shall be subject to the conditions and
limitations as specified therein. Please pay special attention to the Operation and Maintenance requirements in this permit.
Failure to establish an adequate system for operation and maintenance of the stormwater management system will result
in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
ajudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request must be
in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the
Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this
permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact Linda Lewis, or me at
[phone].
Sincerely,
l--1-I' C V-- S (--) i' \�' c t—
G lz Jim Bushardt, P.E.
Acting Regional Water Quality Supervisor
JBB/arl: S:\WQS\STORMWAT\PERMI71960705.00T
cc: Dwight Waser, P.E.
Sharon Jennings, Onslow County Inspections
Linda Lewis
�Wilmingtori Regional Office>
Central Files
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

' State Stormwater Management Systems
Permit No. SW8 960705
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended,
and other applicable Laws, Rules, and Regulations
PERNIISSION IS HEREBY GRANTED TO
1 Marine Chevrolet
Marine Chevrolet
Onslow County
i FOR THE
construction, operation and maintenance of a detention pond in compliance with the provisions of 15A NCAC
2H .1000 (hereafter referred to as the "stormwater rules') and the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by the Division of Water
Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until October 3, 2006 and shall be subject to the
following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater described in the
application and other supporting data.
2. This stormwater system has been approved for the management of stormwater runoff as described on
page 3 of this permit, the Project Data Sheet. The stormwater control has been designed to handle the
runoff from 327,381 square feet of impervious area.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable
parts of the permit.
2

State Stormwater Management Systems
Permit No. SW8 960705
DIVISION OF WATER QUALITY
PROJECT DATA SHEET
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Water Body Receiving Stormwater Runoff.
Classification of Water Body:
If Class SA, chloride sampling results:
Pond Depth:
Permanent Pool Elevation:
Total Impervious Surfaces Allowed:
Outparcels
Offsite Area entering Pond:
Green Area entering Pond:
Required Surface Area:
Provided Surface Area:
Required Storage Volume:
Provided Storage Volume:
Temporary Storage Elevation:
Controlling Orifice:
Marine Chevrolet
960705
Onslow County
Mr. Michael K. Alford, General Manager
Marine Chevrolet
Post Office Box 346
Jacksonville, North Carolina 28540
July 11, 1996
Mill Creek
"SC NSW"
N/A
6 feet
44.5 MSL
327,381 square feet
44,000 square feet
N/A square feet
81,893 square feet
18,834 square feet
22,035 square feet
26,238 cubic feet
31,392 cubic feet
45.8 MSL
2" pipe
3

State Stormwater Management Systems
Permit No. SW8 960705
4. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and per
approved plans.
5. Deed restrictions must be recorded prior to the sale of any outparcel or future area shown on the
approved plans to ensure that future owners are made aware of the built -upon area limitations. The
following statement must be recorded:
"To ensure continued compliance with the NCDWQ Stormwater Management Permit
Regulations, 15A NCAC 2H.1000, the outparcel as shown on the approved plans is limited to
44,000 square feet of built -upon area, inclusive of that portion of the right-of-way between the
front lot line and the edge of the pavement, structures, pavement, walkways of brick, stone,
slate, but not including wood decking or the water surface of swimming pools."
"All built -upon area from the outparcel or future area must be directed into the permitted
stormwater control system."
"Additional built -upon area will require a permit modification."
"The connection into the stormwater control shall be made such that short-circuiting of the
system does not occur."
6. The permittee is responsible for verifying that the proposed built -upon area does not exceed the
allowable built -upon area.
7. The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Further subdivision of the project area.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
In addition, the Director may determine that other revisions to the project should require a modification
to the permit.
8'. The Director may notify the permittee when the permitted site does not meet one or more of the
minimum requirements of the permit. Within the time frame specified in the notice, the permittee shall
submit a written time schedule to the Director for modifying the site to meet minimum requirements.
The permittee shall provide copies of revised plans and certification in writing to the Director that the
changes have been made.
13

a
State Stormwater Management Systems
Permit No. SW8 960705
H. SCHEDULE OF COMPLIANCE
1. The permittee will comply with the following schedule for construction and maintenance of the
stormwater management system:
a. The stormwater management system shall be constructed in it's entirety, vegetated and
operational for it's intended use prior to the construction of any built -upon surface except roads.
b. During construction, erosion shall be kept to a minimum and any eroded areas of the system will
be repaired immediately.
C. All connections into the stormwater system from future areas/outparcels shall be made such that
short-circuiting of the system does not occur.
2. The permittee shall at at] times provide the operation and maintenance necessary to assure the permitted
stormwater system functions at optimum efficiency. The approved Operation and Maintenance Plan must
be followed in it's entirety and maintenance must occur at the scheduled intervals including, but not
limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
g. Access to the outlet structure must be available at all times.
3. Records of maintenance activities must be kept and made available upon request to, authorized personnel
of DWQ. The records will indicate the date, activity, name of person performing the work and what
actions were taken.
4. This permit shall become voidable unless the facilities are constructed in accordance with the conditions
of this permit, the approved plans and specifications, and other supporting data.
5. Upon completion of construction, prior to issuance of a Certificate of Occupancy, and prior to operation
of this permitted facility, a certification must be received from an appropriate designer for the system
installed certifying that the permitted facility has been installed in accordance with this permit, the
approved plans and specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification.
6. A copy of the recorded deed restrictions must be submitted to the DWQ within 30 days of the date of
the recording. The recorded copy mast be signed by the permittee, dated, stamped with the deed book
number and page, and bear the stamp of the Register of Deeds.
7. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of ten years from the date of the completion of construction.
5

t
III. GENERAL CONDITIONS
State Stormwater Management Systems
Permit No. SW8 960705
1. This permit is not transferable. In the event there is a desire for the facilities to change ownership, or
there is a name change of the Permittee, a formal permit request must be submitted to the Division of
Water Quality accompanied by an application fee, documentation from the parties involved, and other
supporting materials as may be appropriate. The approval of this request will be considered on its
merits and may or may not be approved.
2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
enforcement action by the Division of Water Quality, in accordance with North Carolina General Statute
4 143-215.6(a) to 143-215.6(c).
j
3. The issuance of this permit does not preclude the Permittee from complying with any and all statutes,
rules, regulations, or ordinances which may be imposed by other government agencies (local, state, and
federal) which have jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions,
the Permittee shall take immediate corrective action, including those as may be required by this
1 Division, such as the construction of additional or replacement stormwater management systems.
5. The permittee grants DEHNR Staff permission to enter the property for the purpose of inspecting all
components of the permitted stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for
a permit modification, revocation and reissuance or termination does not stay any permit condition.
Permit issued this the 3rd day of October, 1996.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
CLi L V-- (--- I t' u C r—
t— C) t a-- A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 960705
3

9
State Stormwater Management Systems
Permit No. SW8 960705
Marine Chevrolet
Stormwater Permit No. SW8 960705
Onslow County
Engineer's Certification
I, , as a duly registered Professional Engineer in the State of
North Carolina, having been authorized to observe (periodically/weekly/full time) the construction of the
project,
for (Project Owner) hereby state that, to the best of my abilities, due
care and diligence was used in the observation of the project construction such that the construction was
observed to be built within substantial compliance and intent of the approved plans and specifications.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
7

POND MAIN'1'LNANCI. KI'sQUIREIVIFN'1'S upc��
Project Name: Marine Chevrolet Project No. :5W 3 9Co0705
Permittee: Marine Chevrolet Phone No. 910/455-2121
Address: P 0 Box 346 Jacksonville NC 28540
1. Monthly, or alter every runoff producing rainfall event, whichever comes first:
A. Inspect the trash rack; remove accumulated debris, repair/replace if it is not functioning.
B. Inspect and clear the orifice of any obstructions. If a pump is used as the drawdown
mechanism, pump operation will be checked. A log of test nuns of the pump will be kept
on site and made available to DEM personnel upon request.
C. Inspect the pond side slopes and grassed inlet swales; remove trash, and repair eroded
areas before the next rainfall event.
D. If the pond is operated with a vegetated filter, the filter will be checked for sediment
accumulation, trash accumulation, erosion and proper operation of the flow spreader
mechanism. Repairs/cleaning will be clone as necessary.
Quarterly:
A. Inspect the collection . system (ie. catch basins, piping, grassed swales) for proper
functioning. Accumulated trash will be cleared from basin grates, basin bottoms, and
piping will be checked for obstructions and cleared as required.
13. Pond inlet pipes will be checked for undercutting. Riprap or other energy dissipation
structures will be replaced, and broken pipes will be repaired.
I1I. Semi-annually:
A. Accumulated sediment from the bottom of the outlet structure will be removed.
B. The forebay depth will be checked at various points. Sediment removal is required when
the depth is reduced to 75% of the original forebay design depth of _ 6 1.
C. Grassed swales, including the vegetated filter if applicable, will be reseeded twice a year
as necessary.
SVU�NER
E G E I V E D
JUL 1 X W-JU
yir E r 2&070$

M.RATEK
POND MAINTENANCE REQUIREMENTS V E�U�U�U�U�U�U'''"'
PAGE z --------------------------------------------------------- JUL 111996
C. a M
IV. Annually: K
A. The pond depth will be checked at various points. Sediment removal is required when the
depth is reduced to 75% of the original design depth or-3', whichever is greater. Design
depth is 6 measured vertically from the orifice down to the pond's bottom.
Sediment must be removed to at least the original design depth.
V. General
A. Mowing of the side slopes will be accomplished according to the season. Maximum grass
height will be 6".
B. Cattails are encouraged along the pond perimeter, however they will be removed when they
cover more than 1/2 the surface area of the pond. The best time to cut them is at the end
of the growing season, in November. Environmentally sensitive chemical for use in killing
cattails can also be used. Contact your nearest Agricultural Extension Agent.
C. The orifice/pump is designed to draw down the pond in 2-5 days. If dnwdown is not
accomplished in that time, the orifice will be replaced with a larger or smaller orifice.
Slow drawdown may be attributed to a clogged system. The source of the clogging will
be found and eliminated.
D. All components of the detention pond system will be kept in good working order. Repair
or replacement components will meet the original design specifications as per the approved
stonnwater plan. If previously approved components are determined to be ineffective, the
component must be. redesigned and/or replaced.
VI. Special Requirements:
I Michael Alford
hereby acknowledge that I am the financially
(please print or type nnnte drarhy
responsible party for maintenance of this detention pond. I will be responsible for the performance of the
maintenance as outlined above, as part of the Stonnwater Management Permit received for this project.
Signature:_C/� `^ G D:ue: �71
DA/arl: S:\WQS\STORMWAT\FORMS\O&M-POND. FOR

2:13RtA �� FROMMARINECHEVROLET 191 Qd5511731 � P. 1
401925tFG82 VCKlrt 2 CkEEb WA4 P02 JUL 16 198 W:4i
NORTH CAROLINA SI'OPAMATER MANAGEMENT PERMIT' APPLICATION
I. GUSTERAL INFORMATION
1. Project Name Marine Chevrolet
2. Location, directions to project (include County, Address, State Road) Attach map._In Jac,ksonv; 1 1 a Onslow Co.
__ci): pr' x.—Idl mi 1 e watt of H -*z 17 nn WestaUl B _Vd (S 14M1) SEE MAP
3. Owner's Name Marine Chevrolet
4. Owner's Mailing Address P 0 Box 346
City
Jacksrxtvill.e
Phone[phone]
jm
S. Application date 7-11-96 Fee enclosed $ 385
28540
6_ Nearest Receiving Stream Mill Creek Class 5 C Si l
7.Projectdescription 9 acxea automobile dealership consisting of 81% inpervious area:
CI. PERMIT n4rORMATION
1. PerulitNo.rr b.AU di, b D1Vf) SWB `? QQ-7Q 5
2. Permit Type X New _ Renewal Modification (existing Permit No.)
3. Project Type: _Low Density X Detention Infiltration Other:_ Rcdcvelop __General _Dir Cen
4. Other State/Federal Permits/Approvals Required (a<ckapp op.ta.cW .4)
LAMA Major Sedimentation/Erosion Control X 404 Permit
III. BUILT UPON AREA ffv ,.:« NC1C z U00 1A...1007h, uj,;,c...yt, d y bW l
Drama Arai rage Breakdown of Impervious Area
:SC
iu mtene :�di�ae Gew.. dK esig.. ;,�p...inur ems
Classification j`�,(� rN _
"� _ Building 1.2 ac
Allowable Impervious Area
Total Projmt. Arcs
Proposed Impervious Area
% fthpervious Area
9.28 ac
7.50
81%
f %'- 51'ORM VA'f kR TREATMENT y ,. be ho + dm weg. u a, vea ml
Streets .19 ac:
Parking/SW 5.11 ac
Odw 1.01. ac (out well
Totals 7.5 ac
Wet detention pond without vegetated filter NOct0 "rSS

... ,, ;>tf:'iT1:. � ... ��..............................,......,._...�.,......_...JCi:.,.,,...,?:�iii;i;i;i?P:?;i:..._,.;ii!t:;
7-10-199b' 2: 14Pt.1 ~1% FROM t.tApINECHFwPQ T 19104551031 P. 2 ,...
91ti2515662 tkKlf9 &TREED 704 P03 JUL W '96 06:41
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V. DE® RESMC'i7ONS AND PROTECTIVE COVENANTS
Deed restrictions and protective covenants are required to be recorded for all low density projects and all
subdivisions prior to the sale. of any lot. Please see. Attachment A for the specific items that must, he rrrsyrded
for the We of project applied for.
By your signamrr. briow, yen rertify that the rwnrdrrl dear remriminns and prnti` ivr. rnvenants for this prnjnl
shall include all the items required by the permit, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the covenant cannot be changed or deleted without
concurrence from the State, and that they will be recotded prior to the sale of any lot.
VI. OWNER'S CERTIFICATION
1, Michael K. Alford certify that the information included on this permit
Mkpica or jVe n ckwly/
4�IGuin iltti it titmIt Iku Ikr Philp trill Yr aa"imitrl L aiifijai-tj ..:tL iL_ _r __. _ l ,1—,.tLt
tha dood rootriotiona will bo r000rdod with all roquirod pormit conditions; and that to the best of my knowledge,
the proposed project complies with the requirements of 15A NCAC 2Ii1000.
I authorize the below named person or f submit stormwater plans on my behalf.
x
Signature and Title
VIL AGENT AUTHOR1TATI0N ra=sE coAfprt=t
person or firm name McKim & Creed Engineers, P.A.
Mailing Address 243 North Fxnnt Street
Pity wi Imin ltnn State Nr Tip 7RVII Phon4 ,n10/343-1048
Ploaao submit application, fec, pains and ealeulatioes to the appropriate Regio.al Off... _
CC: Applicant/NiRO!/Central Files
O1fi' e- rue orily
D E C E I V E
JUL 111996 D
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POT ej
Marine Chevrolet
onnlow County
Stormwaier Pm)eLt No. SW8 9W705
Fnglnccr's Certsativn
11 Frederick E. Cone , is a duly reVetered Ptvfcsrimial Fnpjnca:r in the 311e
of North Carolina, having been WthmiZW to observe (periodicallyAwckly/toll time) ffic comnruction of r1,c
Project.
Marine Chevrolet:. Site ��IttjCc1)
for Mona's LLC (PrQ!ect Chvlrr) hereby state that, to the best of my abilities.
due Care and diliper was used in dw ehee"Ation of the pco)wt cfmatnAYlon mwtl dut t1to cooltruction R'Ai
obrarved ru be built within substantial cM pUauea URI intent of the Approved plena and 3pecfftcAtions.
Please note any deviations from the approved plants below:
Registration Number
Date

li
i
SFP98ig96�
cKM&
r---------------- ---
September 17, 1996
ENGINEERS
SURVEYORS Ms. Linda Lewis
NCDEHNR/Water Quality -
ARCHITECTS 127 Cardinal Drive Extension
Wilmington NC 28405
PLANNERS
RE: Additional Information
Stormwater Project #SW8960705
Marine Chevrolet
Onslow County
Dear Ms. Lewis:
M&C1270.0001(12)
We are in receipt of your letter dated September 13, 1996 requesting additional
information for the referenced project. We are hereby submitting two (2) copies of
revised Sheet C01. The revisions include showing a new dimension of 128 feet of
storage pool area in the stormwater pond. This will allow for the 6:1 vegetative
shelf around the perimeter of the permanent pool.
We have also checked the calculations to confirm that the increase in size of the
ponds will still allow runoff to occur within 5 days.
If you have any questions regarding this please feel free to give me a call.
Sincerely,
McKIIM&CREED ENGINEERS, P.A.
D.
%ght Waser, P.E.^ �I11V~��U
Protect Engineer 1177 U
243 NORM FRONT STREET /bbs
WILMINGTON, NC 28401
Q 101343 1048
FAX M/251-8282
E C E I V E
SEP 181996 D
PROJ # �"0' 5

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. DIVISION OF WATER QUALITY Jonathan B. Howes
Governor WATER QUALITY SECTION Secretary
September 13, 1996
Mr. Dwight Waser, P.E.
McKim and Creed
243 North Front Street
Wilmington, North Carolina 28401
Subject: ADDITIONAL INFORMATION
Stormwater Project No. SW8 960705
Marine Chevrolet-Geo
Onslow County
Dear Mr. Waser:
The Wilmington Regional Office received previously requested information for the Stormwater
Management Permit Application for Marine Chevrolet-Geo on August 30, 1996. A preliminary review
of that information has determined that the application is not complete. The following information is
needed to continue the stormwater review:
1. The dimensions of the design pool are incorrect. According to the pond cross-section detail,
the 6:1 vegetated shelf is located from elevation 44.5 to 45.5, therefore, the east -west
dimension should be 114 + 12 = 126'. You show the dimension of the 45.8 contour as
123', when it should be 128'. This is not consistent with the detail. The 205' dimension is
OK.
2. Two copies of revised sheet COI.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 C Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Waser
September 13, 1996
Stormwater Project No. SW8 960705
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to October 13, 1996, or the application will
be returned as incomplete. The return of a project will necessitate resubmittal of all required items,
including the application fee.
If you have any questions concerning this matter please feel free to call me at [phone].

McKM&CREFJJ
� V u, •,nn ran
�rAUG 3 v 1Q%
August 29, 1996
ENGINEERS
SURVEYORS Ms. Linda Lewis
NCDEHNR/Water Quality
ARCHITECTS 127 Cardinal Drive Extension
Wilmington NC 28405
PLANNERS
RE: Additional Information
Stormwater Project #SW8960705
Marine Chevrolet
Onslow County
Dear Ms. Lewis:
M&C1270.0001(12)
We have received your letter requesting additional information for your review of the
referenced project. We are enclosing revised plans and calculations which provide
the following information:
1. The permanent pool has been dimensioned and the calculations revised to
reflect the actual size of the ponds rather than the required sizes. The
forebay is included in the surface area calculations.
2. The outlet detail has been revised to show the PVC pipe going through the
wall.
3. The forebay has been revised to be 3 foot deep which will be 1/2 of the
permanent pool depth.
4. The 90% TSS removal chart was used in the calculations and is now noted
in the calculations.
5. We have re -calculated the volume between the permanent pool and the
storage pool based on the actual surface areas and confirmed the orifice
243 NORTH FRONT STREET size of 2 inches is adequate. A drawdown time of 4.1 days will result.
W ILMINGTON, NC 20401
6. The outparcel has been labeled as such. The pond was sized allowing for
910/343 1048 100% impervious area within the outparcel. We have added a note
clarifying these on the plans. There should not be a need for a deed
FAX [phone] restriction covenant since it can be developed to 100% impervious.

CALCULATION
PROJECT
CLIENT —
SUBJECT.
. •x
PROD. NO. 1 Z70-00O!
DATE
DES. BY
CHK. BY
0
JAVII
I
REMARKS
S'
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-AUG
3-01996-
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STORM DRAINAGE DESIGN DATA SHEET
PROJECT MARINE CHEVROLET COMPUTED BY: DDW DATE: .6/12/96
LOCATION JACKSONVILLE CHECKED BY
STORM FREQUENCY 10 YRS.
LOCATION I
AREA (ACRE)
I I
C I
INTENSITY
Q=CIA
(C.F.S.
IREQ'D)
PIPE DATA
REMARKS
FROM
TO I
SUB
TOTAL
TOTAL
H I
L I
I
TYPE I
N
S %
LENGTH
(ft.)
SIZE
(in.)
VEL. (OF
Q REQ'D)
Q
AVAIL.
8
7
0.75
0.75
0.90
6.30
4.25
RCP
0.0121
0.50
1 125
18
4.55
8.05
7
5
1.76
2.50
0.95
6.30
14.96
RCP
0.012
0.50
195
27
5.96
23.72
9
5
0.50
0.50
0.90
6.30
2.84
RCP
0.012
0.50
65
15
4.03
4.95
5
4
0.42
3.00
0.90
6.30
17.01
RCP
0.012
0.50
120
30
6.39
31.42
10
13
0.59
0.59
0.90
6.30
3.35
RCP
0.012
0.71
160
18
5.42
9.59
11
13
0.47
0.47
0.90
6.30
2.66
RCP
0.012
1.30
140
15
6.49
7.98
12
13
0.72
0.72
0.95
6.30
4.31
RCP
0.012
1.30
105
15
6.49
7.98
13
141
0.47
2.25
0.95
6.30
13.47
RCP
0.012
0.71
145
27
7.10
28.27
14
4
0.40
2.65
0.95
6.30
15.86
RCP
0.012
0.71
135
27
7.10
28.27
4
2
0.40
6.00
0.90
6.30
34.02
RCP
0.012
0.50
100
36
7.22
51.09
3
2
0.28
0.28
0.90
6.30
1.59
RCP
0.012
5.30
85
15
#REF!
#REF!
2
POND
0.20
6.48
0.90
6.30
36.74
RCP
0.012
0.50
50
42
8.00
77.07
1
POND
0.28
0.28
0.90
6.30
1.59
RCP
0.012
6.30
55
15
14.30
17.56
C = RUNOFF COEFFICIENT. N = COEFFICIENT OF FRICTION
H = HEIGHT ABOVE INLET OF MOST REMOTE POINT. S = SLOPE (%)
L = LENGHT OF DRAINAGE AREA. Q = FLOW (C.F.SJ
NOTE: DESIGN IS BASED ON
THE SUM OF THE AREAS
AND NOT THE SUM OF
THE DISCHARGE
Page2

�sUrza�
yea.
State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. DIVISION OF ENVIRONMENTAL MANAGEMENT Jonathan B. Howes
Governor WATER QUALITY SECTION Secretary
August 1, 1996
Mr. Dwight Waser, P.E.
McKim and Creed Engineers
243 North Front Street
Wilmington, North Carolina 28401
Subject: ADDITIONAL INFORMATION
Stormwater Project No. SW8 960705
Marine Chevrolet-Geo
Onslow County
Dear Mr. Waser:
The Wilmington Regional Office received a Stormwater Management Permit Application for Marine
Chevrolet-Geo on July 11, 1996. A preliminary review of that information has determined that the
application is not complete. The following information is needed to continue the stormwater review:
1. Please dimension the permanent pool, and double check that what is dimensioned reflects
�tl�'DI` what is reported in the calculations as provided.. I scaled about 22,000 square feet on the
Q plans. Remember that the forebay is included in the surface area calculation.
C� 2. On the outlet detail, the PVC orifice needs to go through the wall of the box.
3. Forebays are supposed to be shallower than the main body of the pond. Please revise the
detail to reflect a shallow forebay.
4. Please report the TSS chart used in the calculations.
5. You must check the volume provided between the permanent pool and the storage pool based
on the surface areas actually provided. The orifice size is based on the volume provided
between the permanent pool and the storage pool, not what is calculated as required.
6. Pease label the outparcel on the plan and provide Attachment A limiting the built -upon area.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Waser
August 1, 1996
Stormwater Project No. SW8 960705
Please note that this request for additional information is in response to a preliminary review. The
requested information should be received by this Office prior to September 1, 1996, or the application will
be returned as incomplete. The return of a project will necessitate resubmittal of all required items, including
the application fee.
If you have any questions concerning this matter please feel free to call me at [phone].
Sincerely,
�iIG�GL i
Ms. Linda Lewis
Environmental Eneineer
DA/arl: S:\WQS\STORMWAT\ADDINFO\960705.AUG
cc: Linda Lewis
Central Files
Z ( (000
2c)3 ��
55'l
2

We feel that with these revisions, the plans should be acceptable for approval.
Should you need additional information please feel free to give us a call.
Sincerely,
0 cKIM & CREED ENGINEERS, P.A.
VV alie/)
D4igDter,P.E.
Project Engineer
/bbs

' �IU SIC i cis
TO: Mb AM
ATTtiN'IION: I 14 1 A L�Jwts
LETTER OF TRANSMITTAL
DATE
PROJECT NO 12 70 _
TASK NO:
SUBMITTAL NO:
PAGE OF
WE ARE SENDING: ❑ Originals ❑ Prints ❑ Shop Drawings ❑ Samples
❑ Specifications ❑ Calculations ❑ Other
Quantity
Drawing No.
Rev.
Description
Status
1
01Y
C FEP R L
IOA/��
v it vitVAUVII 9Y1-9 8
&811
E C E I V E
PROJ N
1'
'sue Status Code:
tion Status Code:
2EMARK
A.
E.
I.
4.
Preliminary B.
Construction 17.
No Exceptions Taken
Amend & Resubmit
Fabrication Only C.
For Review & Comments G.
2. Make Corrections Noted
5. Rejected - See Remarks
For Information D. Bid
For Approval H. See Remarks
3. Other
�I WE
Falk oT To
90 1XICLUAIF THIS
IN r#
�EVf�W
PAC/rArE
�
rN,gtiks
247 NOR771 FRONT ST. WILMINGTON. NC 28401 910 / 3a3-IOaB FAx 910 / 251-8282
cc: cKim & CREOE ENGINEERS, PA
Signed

cKM&CREED
June 25, 1996 M&C1270.0001(12)
I
JUL 1 U V96 J
Ms. Linda Lewis
NCDEHNR/DEM ...........................
ENGINEERS 127 Cardinal Drive Extension
Wilmington NC 28405
SURVEYORS
RE: Marine Chevrolet Automobile Dealership
ARCHITECTS Jacksonville, North Carolina
Onslow County
PLANNERS
Dear Ms. Lewis:
Please find enclosed a review submittal package for the stormwater management of
the Marine Chevrolet site. The project involves approximately 9 acres of developed
area with the use of a wet detention stormwater pond. Stormwater will be collected
by catch basins and piping routed to the pond.
If you have any questions during your review of these plans please feel free to give
me a call.
Sincerely,
,kAcKIM & CREED ENGINEERS, P.A.
w4gD.haOWP E
Project Engineer
/bbs
243 NORTH FRONT STREET
WILMINGTON, NO 28401
9101343 1048
FAX [phone]
E C E I V E D
JUL 111996
swMtcno')0$

5W B qua-705
EROSION CONTROL AND STORMWATER DESIGN
NARRATIVE
FOR
MARINE CHEVROLET
AUTOMOBILE DEALERSHIP
General
The project involves developing approximately 9 acres of land for an automobile dealership
including two (2) buildings and asphalt parking lot with associated grading and utilities.
Site Description
The topography on the site is fairly flat. The elevations on site range from elevation 50 to
elevation 47. Topsoil overlies the site to depths of 6 to 8 inches and is underlain by soft
to firm silty clays, sandy clays, and clayey sands to depths of 23 feet.
Erosion Control Measures
The land naturally slopes to the north. A detention pond is designed for stormwater
management and will be incorporated as an erosion control measure during construction. Run-
off will be conveyed by collecting in catch basins and routing to the pond. Silt fence and
washed stone will be provided around each inlet to trap sediment before entering the pipe until
the area is paved. The fill slopes on the north embankment of the pond will be stabilized and
provided with silt fence at the base to trap sediment running off the slopes.
A temporary construction entrance will be placed at the project entrance off Gateway South
Drive.
The stormwater pond will have a 6 foot permanent pool with the run-off from the 10 year-10
minute storm to drain out of the pond in slightly over three days. The outlet is piped to a ditch
feeding the headwaters of Mill Creek.
n E C E I V E D
Ilu�nnu{a{ JUL 1,11996
PROJ # SW B cperloS
�j McKIM&CREED

TECHNICAL SPECIFICATIONS
FOR
AUTOMOBILE DEALERSHIP �TO WINAT1
MARINE CHEVROLET - GEO
JACKSONVILLE, NORTH CAROLINA
JUNE 1996
E C E I V E
JUL 1:11996 D
E
PROJ # ME 0D%O S
McIQM&CRUD

TECHNICAL SPECIFICATIONS
FOR
AUTOMOBILE DEALERSHIP
1 �
I
MARINE CHEVROLET - GEO
JACKSONVILLE, NORTH CAROLINA
JUNE 1996
EAL C
5489
CI NE� P.
�0uG�PS�,�°•
McKim & Creegineers, P.A.
243 North Front Street
Wilmington, North Carolina 28401
STORMATER
n E C E I V E D
��uuUUjuu JUL 111996
D E M
PROJk�

0
I
- ,i

TABLE OF CONTENTS
Technical Specifications
M&C1270.0001.0W
01010
Existing Underground Utilities
1 - 2
01600
Material and Equipment
1 - 2
01700
Contract Closeout
1 - 3
02190
Erosion Control
1 - 7
02200
Earthwork
1 - 4
02485
Seeding
1 - 4
02513
Asphaltic Concrete Paving
1 - 4
02514
Portland Cement Concrete Paving
1 - 4
02520
Gravity Sewer
1 - 6
02531
Water Distribution
1 - 7
02720
Storm Sewage Systems
1 - 3
02950
Trees, Plants, and Ground Cover
1 - 5
03100
Concrete Formwork
1 - 5
03200
Concrete Reinforcement
1 - 3
03300
Cast -In -Place Concrete
1 - 5
16010
Basic Electrical Requirements
1 - 2
16111
Conduit
1 - 2
16123
Building Wire and Cable
1 - 4
16170
Grounding and Bonding
1 - 3
16195
Electrical Identification
1 - 2
16476
Circuit Breakers
1 - 3
16485
Enclosed Contactors
1 - 2
16530
Site Lighting
1 - 4

SECTION 01010 - EXISTING UNDERGROUND UTILITIES
-" PART1 GENERAL
1.1 NOTICE
A. In accordance with the Underground Damage Prevention Act, the Contractor shall,
within a time frame of not less than 2 or no more than 10 working days prior to the
start of any excavation within any public right of way or private easement areas
owned by a utility company, notify each utility owner having underground utilities in
the area to be excavated of the following information.
1. Name, address and telephone number of the person serving the notice.
2. Name, address and telephone number of the company that will be
performing the excavation.
3. Anticipated starting date of the excavation.
4. Type of excavation to be conducted.
5. Location of excavation.
6. Whether or not explosives will be used.
B. If notice is given by telephone, the Contractor is required to keep an adequate
record. The Contractor may notify utilities under a "one call system" by contracting
ULOCO at 1-800-632-4949.
1.2 RESPONSIBILITY DURING CONSTRUCTION
A. In addition to serving notice of intent to perform excavation, the Contractor shall:
1. Plan the excavation to avoid damage and to minimize interference with
underground utilities in and near the construction area to the best of his
abilities;
2. Maintain a clearance between an underground utility and the cutting edge
or point of any mechanized equipment, taking into account the known limit
of control of that cutting edge or point, as is reasonably required to avoid
damage; and
3. Provide support for the underground utilities in or near the construction area,
including backfill, as may be reasonably required by the utility owner for the
protection of the underground utilities.
MARINE CHEVROLET
1270.0001.OW
01010 -1
June1996

B. When excavation by the Contractor results in known damage to an underground
utility, the Owner of the utility shall be notified immediately and the utility given a
reasonable time in which to repair the damage before the Contractor proceeds with
excavation in the immediate:area of the damage.
1.3 RESPONSIBILITY OF UTILITY
A. Once notified, each utility must, prior to the day designated by the Contractor as the
anticipated start date, provide the Contractor with the following information:
1. The location of the utility;
2. The location and description of all utility markers; and
3. Any other information that would assist in locating the utility, including
temporary markers when necessary.
1.4 FAILURE TO RESPOND
A. If the utility fails to respond to the Contractor's notice or fails to properly locate its
underground utilities, the Contractor is free to proceed with excavation. Neither the
Contractor or Owner is liable for damage to utilities if the Contractor exercises due
care.
END OF SECTION
1.5
MARINE CHEVROLET
1270.0001.OW
01010 - 2
June1996

SECTION 01600 - MATERIAL AND EQUIPMENT
PART1 GENERAL
1.1 SECTION INCLUDES
A. Definition of products.
B. Transportation and handling.
C. Storage and protection.
1.2 PRODUCTS
A. Products: Means new material, machinery, components, equipment, fixtures,
and systems forming the Work. Does not include machinery and equipment
used for preparation, fabrication, conveying and erection of the Work. Products
may also include existing materials or components required for reuse.
B. Comply with University of North Carolina -Wilmington standards where specified.
1.3 TRANSPORTATION AND HANDLING
A. Transport and handle products in accordance with manufacturer's instructions.
B. Promptly inspect shipments to assure that products comply with requirements,
quantities are correct, and products are undamaged.
C. Provide equipment and personnel to handle products by methods to prevent
soiling, disfigurement, or damage.
1.4 STORAGE AND PROTECTION
A. Store and protect products in accordance with manufacturer's instructions, with
seals and labels intact and legible. Store sensitive products in weather -tight,
climate controlled enclosures.
B. For exterior storage of fabricated products, place on sloped supports, above
ground and cover. Ventilate to eliminate condensation.
C. Provide off -site storage and protection when site does not permit on -site storage
or protection.
w D. Cover products subject to deterioration with impervious sheet covering. Provide
ventilation to avoid condensation.
MARINE CHEVROLET 01600 -1
1270.0001.OW June 1996

u
E. Store loose granular materials on solid flat surfaces in a well -drained area.
Prevent mixing with foreign matter.
F. Provide equipment and personnel to store products by methods to prevent
soiling, disfigurement, or damage.
G. Arrange storage of products to permit access for inspection. Periodically inspect
to assure products are undamaged and are maintained under specified
conditions.
PART PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
MARINE CHEVROLET
1270.0001.OW
END OF SECTION
01600 - 2
June1996

n
SECTION 01700 - CONTRACT CLOSEOUT
PART1 GENERAL
1.1 SECTION INCLUDES
A. Closeout procedures.
B. Final cleaning.
C. Adjusting.
D. Operation and maintenance data.
E. Spare parts and maintenance materials.
1.2 CLOSEOUT PROCEDURES
A. Each contractor shall submit written certification that Contract Documents have
been reviewed, Work has been inspected, and that Work is complete in
accordance with Contract Documents and ready for Engineer's inspection.
1.3 FINAL CLEANING
A. Each contractor shall execute final cleaning prior to final inspection.
B. Clean site; sweep paved areas and wash the interior paved areas to remove
dust or dirt.
C. Remove waste and surplus materials, rubbish, and construction facilities from
the site.
1.4 ADJUSTING
A. Adjust operating Products and equipment to ensure smooth and unhindered
operation.
1.5 OPERATION, MAINTENANCE AND EQUIPMENT DATA
A. The Project Expediter shall assemble the following information from all
contractors and submit two sets prior to final inspection, bound in 8-1/2 x 11 inch
text pages, three D side ring binders with plastic covers.
B. Prepare binder covers with printed title "OPERATION, MAINTENANCE
INSTRUCTIONS AND EQUIPMENT DATA", title of project, and subject matter of
binder when multiple binders are required.
MARINE CHEVROLET
1270.0001.OW
01700 -1
June1996

C. Internally subdivide the binder contents with permanent page dividers, logically
organized as described below; with tab titling clearly printed under reinforced
laminated plastic tabs.
D. Contents: Prepare a Table of Contents for each volume, with each Product or
system description identified, type on 24 pound white paper.
E. Part 1: Directory, listing names, addresses, and telephone numbers of Engineer,
Contractor, Subcontractors, and major equipment suppliers.
F. Part 2: Operation and maintenance instructions, arranged by and subdivided by
specification section. For each category, identify names, addresses, and
telephone numbers of Subcontractors and suppliers. Identify the following:
1. Significant design criteria.
2. List of equipment.
3. Parts list for each component.
4. Operating instructions.
5. Maintenance instructions for equipment and systems.
6. Maintenance instructions for finishes, including recommended cleaning
methods and materials and special precautions identifying detrimental
agents.
G. Part 3: Project documents and certificates, including the following:
1. Shop drawings and product data.
2. Certificates.
3. Photocopies of warranties.
H. Submit one copy of completed volumes in final form 30 days prior to final
inspection. This copy will be returned after final inspection, with Engineer
comments. Revise content of documents as required prior to final submittal.
Provide duplicate copies of all warranties.
Submit final volumes revised, within ten days after final inspection.
1.6 SPARE PARTS AND MAINTENANCE MATERIALS
A. Provide products, spare parts, maintenance and extra materials in quantities
specified in individual specification Sections.
B. Deliver to Project site and place in location as directed prior to final payment.
MARINE CHEVROLET 01700 - 2
1270.0001.OW June 1996

PART PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
END OF SECTION
MARINE CHEVROLET 01700 - 3
1270.0001.OW June 1996

SECTION 02190 - EROSION AND SEDIMENTATION CONTROL
1.1 WORK INCLUDED
A. Contractor shall take every reasonable precaution throughout construction to
prevent the erosion of soil and the sedimentation of streams, lakes, reservoirs,
other water impoundments, ground surfaces, or other property as required by
State and Local regulations.
1.2 RELATED WORK
A. Contractor shall, upon suspension or completion of land -disturbing activities,
provide protective covering for disturbed areas. Permanent vegetation shall be
established at the earliest practicable time. Temporary and permanent erosion
control measures shall be coordinated to assure economical, effective, and
continuous erosion and siltation control throughout the construction and post
construction period.
1.3 REGULATORY REQUIREMENTS
A. Contractor shall be responsible for prevention of damage to properties outside
the construction limits from siltation due to construction of the project. The
Contractor will assume all responsibilities to the affected property owners for
correction of damages which may occur. Erosion control measures shall be
performed by the Contractor, conforming to the requirements of, and in
accordance with plans approved by N.C. Department of Environment, Health and
Natural Resources and as per the erosion control portion of the construction
drawings and these specifications. The Contractor shall not allow mud and
debris to accumulate in the streets. Should the Contractor pump water from
trenches during construction, appropriate siltation preventative measures shall
be taken prior to discharge of pumped water into any storm drain or stream.
1.4 PRODUCTS
A. Open mesh biodegradable mulching cloth.
B. Fertilizer shall be 10-10-10 grade or equivalent.
C. Lime shall be dolomitic agricultural ground limestone containing not less than 10
percent magnesium oxide.
D. Phosphate shall be 20 percent superphosphate or equivalent.
E. Temporary seed shall be according to Tables 6.10 a, b, or c at the end of this
section. Purity of seed shall be a minimum of 90%.
F. Silt fence shall consist of non -biodegradable filter fabric (Trevira, Mirafi, etc.)
wired to galvanized wire mesh fencing and supported by wood or metal posts.
MARINE CHEVROLET 02190 -1
1270.0001.OW June 1996

G. NCDOT Class B Rip -rap.
H. Stabilization Fabric - Mirafi 140N or equivalent.
1.5 CLEARING
A. Clearing and grubbing shall be scheduled and performed in such a manner that
subsequent grading operation and erosion control practices can follow
immediately thereafter. Excavation and embankment operations will be
conducted such that cuts and fills will be completed to final grades in a
continuous operation. All construction areas not otherwise protected shall be
planted with permanent vegetative cover within 10 working days after completion
of active construction. Creek crossing areas shall be planted within 5 days after
completion of construction.
1.6 STABILIZING
A. The angle for graded slopes and fills shall be no greater than the angle which
can be retained by vegetative cover or other adequate erosion control devices or
structures. All disturbed areas not to be paved and left exposed will, within 10
working days of completion of any phase of grading, be planted or otherwise
provided with either temporary or permanent ground cover, devices, or
structures sufficient to restrain erosion. Creek crossing areas shall be planted
within 5 days of completion of construction.
1.7 REGULATORY REQUIREMENTS
A. Whenever land disturbing activity is undertaken on a tract, a ground cover
sufficient to restrain erosion must be planted or otherwise provided within 10
working days on that portion of the tract upon which further active construction is
not being undertaken.
B. If any earthwork is to be suspended for any reason whatsoever for longer than
10 calendar days, the areas involved shall be seeded with vegetative cover or
otherwise protected against excessive erosion during the suspension period.
Suspension of work in any area of operation does not relieve the Contractor of
the responsibility for the control of erosion in that area.
1.8 PRACTICES
A. Avoid dumping soil or sediment into any stream bed or watercourse. Backfill for
stream crossings shall be placed dry and compacted to minimize siltation of the
watercourse, where applicable.
B. Maintain an undisturbed vegetative buffer where possible between a natural
watercourse and trenching and grading operations.
C. Avoid equipment crossings of streams, creeks, and ditches where practicable.
D. Seeding shall be completed within 10 calendar days of backfilling.
MARINE CHEVROLET 02190 - 2
1270.0001.OW June 1996

E. At creek crossing seeding shall be completed within 5 calendar days of
backfilling.
1.9 SEDIMENT CONTROL FEATURES
A. All devices (silt fences, retention areas, etc.), for sediment control shall be
constructed at the locations indicated prior to beginning excavation on the site.
All devices shall be properly maintained in place until a structure or paving
makes the device unnecessary or until directed to permanently remove the
device.
1.10 DESIGN APPLICATIONS
A. Mulch shall be used for temporary stabilization of areas subject to excessive
erosion, and for protection of seed beds after planting where required.
Jute, mesh, etc. should be installed as per manufacturer's instructions.
B. Silt fences shall be used at the base of slopes and in drainage swales to restrict
movement of sediment from the site. Straw bales may be required for
reinforcement.
C. Rip -rap shall be used as scour protection, as indicated on plans.
D. Establish vegetative cover on all unpaved areas disturbed by the work.
Preparation of Seedbed. Areas to be seeded shall be scarified a depth of
6 inches until a firm, well pulverized, uniform seedbed is prepared. Lime,
phosphorous, and fertilizer shall be applied during the scarification
process in accordance with the following rates:
Lime - 1 ton per acre
Phosphorous - 500 pounds per acre
Fertilizer - 750 pounds per acre
2. Seeding. Disturbed areas along roads and ditches shall be permanently
seeded per section 02936 - "seeding" within 10 days and within 5 days at
creek crossings of final grading during the period from March through
September. Seeding performed during the period from October to
February shall be temporarily seeded according to Tables 6.10 a, b, or c.
The permanent vegetative cover will be overseeded at the earliest
possible time as specified above.
3. Mulch all areas immediately after seeding. Mulch shall be applied and
anchored as specified hereinbefore.
MARINE CHEVROLET 02190 - 3
1270.0001.OW June 1996

1.11 MAINTENANCE
A. The Contractor shall be responsible for maintaining all temporary and permanent
erosion control measures in functioning order. Temporary structures shall be
maintained until such time as vegetation is firmly established and grassed areas
shall be maintained until completion of the project. Areas which fail to show a
suitable stand of grass or which are damaged by erosion shall be immediately
repaired.
1.12 REMOVAL OF SEDIMENT CONTROL DEVICES
A. Near completion of the project, when directed by the Owner's agent, the
Contractor shall dismantle and remove the temporary devices used for sediment
control during construction. All erosion control devices in seeded areas shall be
left in place until the grass is established. Seed areas around devices and mulch
after removing or filling temporary control devices.
END OF SECTION
MARINE CHEVROLET 02190 - 4
1270.0001.OW June 1996

TABLE 6.1Oa
Temporary Seeding Recommendation for
Late Winter and Early Spring
Seeding Mixture
Species
Rye (grain)
Annual lespedeza (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains)
Rate ((b/acre)
120
50
Omit annual lespedeza when duration of temporary cover is not to extend beyond June.
Seeding Dates
Mountains - Above 2500 ft: Feb. 15 - May 15
Below 2500 ft: Feb. 1 - May 1
Piedmont - Jan. 1 - May 1
Coastal Plain - Dec. 1 -Apr. 15
Soil Amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultureal
limestone and 750 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch
anchoring tool. A disk with blades set nearly straight can be used a s mulch anchloring
tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch immediately
following erosion or other damage.
MARINE CHEVROLET 02190 - 5
1270.0001.OW June 1996

TABLE 6.10b
Temporary Seeding Recommendations for Summer
Seeding Mixture
Species
German millet
Rate (lb/acre)
Me
In the Piedmont and Mountains, a small -stemmed Sudangrass may be substituted at a
rate of 50 lb/acre.
Seeding Dates
Mountains - May 15 - Aug. 15
Piedmont - May 1 - Aug. 15
Coastal Plain - Apr. 15 - Aug. 15
Soil Amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultureal
limestone and 750 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch
anchoring tool. A disk with blades set nearly straight can be used a s mulch anchloring
tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch immediately
following erosion or other damage.
MARINE CHEVROLET 02190 - 6
1270.0001.OW June 1996

TABLE 6.1Oc
Temporary Seeding Recommendations for Fall
Seeding Mixture
Species
Rye (grain)
Seeding Dates
Mountains - Aug 15 - Dec. 15
Rate (lb/acre)
Coastal Plain and Piedmont - Aug. 15 0 Dec. 30
Soil Amendments
120
Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultureal
limestone and 1000 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting, or a mulch
anchoring tool. A disk with blades set nearly straight can be used a s mulch anchloring
tool.
Maintenance
Repair and refertilize damaged areas immediately. Topdress with 50 lb/acre of nitrogen
in March. If it is necessary to extend temporary cover beyond June 15, overseed with
50 lb/acre Kobe (Piedmont and Coastal Plain) or Korean (Mountains) lespedeza in late
February or early March.
MARINE CHEVROLET 02190 - 7
1270.0001.0W June 1996

SECTION 02200 - EARTHWORK
1.1 GENERAL
A. Contractor shall furnish all labor, materials, tools, equipment and perform all work
and services necessary for or incidental to the furnishing and installation complete
of all operations in connection with Earthwork as shown on the Drawings and as
specified in accordance with provisions of the Contract Documents, and completely
coordinated with work of other trades.
B. Prior to the commencement of the earthwork, the contractor shall become
thoroughly familiar with the site, the site conditions, and all portions of the work
specified in this section.
1.2 WORK INCLUDED. Perform site preparation, excavation, filling and grading of all materials
encountered and to the depths required to complete the work as shown on the Drawings.
1.3 EXISTING CONDITIONS. Every reasonable effort has been made to provide accurate
information on existing site conditions. The Contractor should become familiar with the site
and satisfy himself as to the scope of work involved and the materials to be encountered.
Any significant change in conditions should be immediately brought to the attention of the
Owner's representative.
1.4 QUALITY STANDARDS. Refer to the following standards and include as part of these
specifications:
ASTM C33 - Standard specification for concrete aggregates
ANSI/ASTM C136 - Sieve analysis of fine and coarse aggregates.
ANSI/ASTM D698 - Tests for moisture -density relations of soils and soil -aggregate mixture
using 5.5 lb (2.49 kg) rammer and 12 inch (305 mm) drop.
ANSI/ASTM D1556 - Density of soil in place by sand -cone method.
ASTM D2487 - Classification of soils for engineering purposes.
1.5 SOILS. Soils shall be classified under the Unified Soil Classification System (USCS).
Class V soils shall not be used for roadway or structural fill.
A. Classification: For the purpose of this specification, soils to be used as fill material
are grouped into seven classes according to soil properties and characteristics.
Class I - Angular, crushed graded stone, confirming to NCDOT #57 stone
graduation.
2. Class II - Coarse sands and gravels with maximum practical size of 44 mm
(1-1/2 in.), including variously graded sands and gravels containing small
percentages of fines, generally granular and non -cohesive, either wet or dry.
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1270.0001.OW June 1996

Soil Types GW, GP, SW, and SP are included in this class.
3. Class III - Fine sand and clayey gravels, including fine sands, sand -clay
mixtures, and gravel -clay mixtures. Soil Types GM, GC, SM, and SC are
included in this class.
4. Class IV - Silt, silty clays, and clays, including inorganic clays and silts of
medium to high plasticity and liquid limits. Soil Types MH, ML, CH, and CL
are included in this class. These materials are not recommended for
bedding, haunching, or initial backfill.
5. Class V - This class includes the organic soils OL, OH, and PT as well as
soils containing frozen earth, debris, rocks, larger than 40 mm (1-1/2 in.) in
diameter, and other foreign materials. These materials are not
recommended for bedding, haunching or initial backfill.
B. Topsoil: Natural, friable soil free of subsoil, stumps, rocks larger than 2 inches in
diameter, weeds and other material detrimental to plant growth.
C. Granular Fill: Granular fill under floor slabs shall be Class I material.
D. Structural Fill: Fill material placed inside the line of the building foundation or slab
shall be Class I or II.
E. Fill Beneath Pavement: Fill material used beneath pavement and for road
shoulders shall be Class II or III.
F. General Fill: General fill material not otherwise specified shall be Class III or IV.
G. Trench Backfill: Material used for bedding, haunching and initial backfill shall be as
specified hereinafter and shown on trench details on plans.
H. Familiarization: Prior to commencement of the earthwork, become thoroughly
familiar with the site, the site conditions, and all portions of the work specified in this
Section.
1.6 SURFACE PREPARATION
A. Clearing: Areas designated for clearing and required for construction operations
shall be cleared of trees, brush, structures and other materials. Trees which are to
remain shall be protected during clearing operations and subsequent work.
B. Grubbing: Roots, stumps and other materials shall be grubbed from the cleared
areas to a depth of at least 18 inches. Tree stumps shall be grubbed in their
entirety, including tap roots where applicable.
C. Topsoil: Strip existing topsoil to a depth of 4 inches from areas to be excavated or
graded. Stockpile the topsoil in a suitable area for use during final grading
operations. Protect the topsoil from excessive erosion.
MARINE CHEVROLET 02200 - 2
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D. Unsuitable Material: Remove sod, muck or other unsuitable material to firm subsoil
in areas designated for filling or grading operations.
E. Disposal: Trees, stumps, roots, rubbish, unsuitable soil or other material resulting
from surface preparation shall be removed from the site by the Contractor and
disposed of.
1.7 EXCESS WATER CONTROL. Grade and maintain all areas of the site to preclude surface
runoff into excavations and prevent ponding of water.
A. Dewatering: Excavations should be kept free of surface water and/or groundwater.
Provide and maintain at all times the necessary means and devices to prevent
water from entering the excavations and for removing all water entering the
excavations.
B. Softened Subgrade: Remove all soil softened or eroded by the presence of water
and replace with suitable backfill material.
1.8 EXCAVATION. All excavation of every description and of whatever substances
encountered shall be performed to the lines and depths indicated on the Drawings and
required for the work. During excavation, material suitable for filling shall be stockpiled in
an orderly manner. Excavated materials not required or suitable for filling shall be removed
from the site and disposed of.
A. Unsuitable Materials: Unsuitable materials encountered in an excavation shall be
removed as directed by the Owners representative, backfilled with suitable material
and compacted. Unsuitable materials include organic soils, muck, soft and
compressible silts and clays and running sands.
1.9 PREPARATION OF SUBGRADE. Upon completion of site preparation and excavation,
scarify to a depth of 12 inches and compact as specified. For areas to receive fill, the
compacted subgrade shall be scarified to a depth of four inches prior to placing the fill.
1.10 FILL AND COMPACTION
A. Place and compact fill material in layers not exceeding eight inches uncompacted
depth. Place the first layer to an uncompacted depth of four inches and mix
thoroughly with the unclarified subgrade prior to compaction.
B. Moisture Conditioning: Moisten or aerate the subgrade and fill material as required
to obtain proper compaction.
C. Structural Fill: Compact the subgrade and fill to a depth of 8 inches below the
subgrade minimum of 100 percent ASTM D698 (Standard Proctor) maximum
density at optimum moisture content.
D. Granular Fill: Place granular fill on compacted, unscarified fill or subgrade and
compact to a minimum 100 percent ASTM D698, maximum density at optimum
moisture content.
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1270.0001.OW June 1996

E. Pavement Areas: Compact the subgrade and fill material to a depth of 8 inches
below the subgrade to a minimum density of 100 percent.
F. Landscaped Areas: Compact the subgrade and fill to a minimum 98 percent ASTM
D698 maximum density at optimum moisture content. Compact topsoil to 85
percent ASTM D698 maximum density at optimum moisture content.
Perform finish grading to the lines and grades shown on the drawings. Finished grades
should be smooth and uniform and provide positive drainage.
A. Tolerances:
1. Rough Grade
Building and parking areas
Landscaped Areas
2. Finish Grade
Building and parking area
subbase
Landscaped areas
Plus or minus 0.1 foot
Plus or minus 0.2foot
Plus or minus 0.1 foot
Plus or minus 0.2 foot
B. Topsoil: The top 4 inches of soil in landscaped areas shall be topsoil.
C. Protection: Protect areas which have been graded from equipment traffic.
1.12 FIELD QUALITY CONTROL
A. Field inspection, sampling and testing will be performed per Owner's instructions.
1.13 Backfilling and grading operations in and around foundations, walls, pipes and other
portions of the work to be covered shall not commence until owners representative has
completed all required inspections, tests and approvals. Work covered prior to inspection
shall be uncovered for inspection purposes and backfilled.
END OF SECTION
MARINE CHEVROLET 02200 - 4
1270.0001.OW June 1996

SECTION 02485 - SEEDING
PART GENERAL
1.1 The Contractor shall furnish all labor, materials, tools, equipment, and perform all work and
services for completion of all seeding as shown on the drawings as specified, in accordance
with provisions of the Contract Documents, and completely coordinate with work of all other
trades.
1.2 Although such work is not specifically indicated, furnish and install all supplementary or
miscellaneous items, appurtenances and devices incidental to or necessary for a complete
lawn installation.
1.3 Work consists of soil testing, soil preparation, liming, fertilizing and seed bed preparation,
grass seeding, mulching, etc., complete, for all areas within limits of grading in accord with
specifications and applicable drawings.
PART 2 SUBMITTALS
2.1 Signed copies of vendor's statement for each grass seed mixture required, stating botanical
and common name, percentage by weight, and percentages of purity, germination, and
weed seed. Statement shall certify that each container of seed delivered is fully labeled in
accord with Federal Seed Act and equals or exceeds specification requirements.
2.2 Copies of typewritten instruction recommending procedures to be established by Owner for
maintenance of seeded areas. Submit prior to final acceptance.
2.3 Copies of invoices for all fertilizer used -on project showing grade furnished. Each lot of
fertilizer to be subject to sampling and testing, at desecration of Engineer, in accord with
current methods of Association of Official Agricultural Chemists.
A. Upon completion of project, a final check of total quantities of fertilizer used will be
made against total area seeded, and if minimum rates of application have not been
met, Engineer may require distribution of additional quantities to makeup minimum
application specified.
PART 3 MATERIALS
3.1 Grass Seed: Provide fresh, clean, new -crop seed labeled in accord with U.S. Department
of Agriculture Rules and Regulations under Federal Seed Act in effect on date of bidding.
Provide seed of grass species, proportions and minimum percentages of purity,
germination, and maximum percentage of seed, as specified. Furnish seed in sealed
standard containers labeled with producers name and seed analysis. Furnish vendor's
certified statement of composition, mixture and percentages of purity, germination, and
weed seed for each grass seed species required.
A. Provide grass seed mixtures as shown on the plans.
MARINE CHEVROLET 02485 -1
1270.0001.OW June 1996

3.2 Mulch: Provide clean, seed -free, threshed straw of oats, wheat, barley, rye, beans, peanuts
or other locally available mulch material. Do not use mulch which contains an excessive
quantity of matured seeds of noxious weeds or other species that will grow or be
detrimental to overseeding, or provide a menace to surrounding land. Do not use mulch
material which is fresh or excessively brittle, or which is decomposed and will smother or
retard growth or grass.
3.3 Fertilizer: Provide commercial fertilizer whose analysis meets the requirements stipulated
in the Soil Test Report meeting applicable requirements of State and Federal Law.
Cynamic compounds or hydrated lime are not permitted in mixed fertilizers. Deliver fertilizer
to site in original containers and bearing the guaranteed analysis.
3.4 Limestone: Agricultural grade ground limestone containing not less than 85 percent of
combined calcium and magnesium carbonates, 60 percent passing a 60 mesh sieve, 95
percent passing a 10 mesh sieve.
3.5 Asphalt Binder: Emulsified asphalt per State Specifications.
3.6 Water: Potable, free of substances harmful to growth of grass.
PART 4 SOIL PREPARATION FOR SEED
4.1 Arrange and coordinate work. Limit preparation to areas which will be planted soon after
preparation.
4.2 Loosen surface to a minimum depth of 4 in. Remove stones over 1 in. in any dimension
and sticks, roots, rubbish and other extraneous matter.
4.3 Limestone: Spread lime uniformly over designated areas at rate designated in the Soil Test
Report. Thoroughly mix through topsoil layer.
4.4 After application of lime, and prior to applying fertilizer, loosen areas to be seeded with a
double disc or other suitable device if soil has become hard or compacted. Correct any
surface irregularities in order to prevent pocket or low areas which will allow water to stand.
4.5 Fertilizing: Distribute fertilizer uniformly over areas to be seeded at a rate specified on the
plans. Use a suitable distributor.
4.6 Incorporate fertilizer into soil to a depth of at least 2 in. by discing, harrowing or other
approved methods. Clean surface of stones or other substances which will interfere with
turf development or subsequent mowing operations.
4.7 Grade areas to be seeded to a smooth, even surface with a !cose, unifcrmly fine texture.
Roll and rake, remove ridges and fill depressions, as required to meet finish grades. Limit
fine grading to areas which can be planted soon after preparation.
4.8 Restore areas to be seeded to specified condition if eroded or otherwise disturbed after fine
grading and before planting.
MARINE CHEVROLET 02485 - 2
1270.0001.OW June 1996

PART 5 SEEDING
5.1 Do not use seed which is wet, moldy or otherwise damaged.
5.2 After surface leveled, distribute seed evenly over entire area at rate of application not less
than shown herein, 50 percent shown in one direction, remainder at right angles to first
sowing. Employ methods of sowing satisfactory to Engineer using approved mechanical
power driven drills or seeders, or mechanical hand seeders, or other approved equipment.
Stop work when work extends beyond most favorable planting season for species
designated, or when satisfactory results cannot be obtained because of drought, high
winds, excessive moisture, or other factors. The different mixtures are to be sown together
at the rates shown on the plans.
5.3 Lightly rake seed into soil followed by light rolling or cultipacking.
5.4 Immediately protect seeded areas against erosion by mulching. Spread mulch in a
continuous blanket using 1-1/2 tons per acre to a depth of 4 or 5 straws.
5.5 Immediately following spreading mulch, secure with evenly distributed emulsified asphalt
at a rate of 200 gallons per acre. Use appropriate shields to protect adjacent curbs, walks,
etc.
5.6 Protect seeded slopes against erosion with erosion netting or other methods approved by
Engineer.
PART 6 MAINTENANCE
6.1 Begin maintenance of seeded areas immediately after each portion is planted and continue
until final acceptance.
6.2 Maintain seeded areas by watering, fertilizing, weeding, mowing, trimming, and other
operations such as rolling, regrading, replanting as required to establish a smooth,
acceptable area, free of eroded or bare areas.
6.3 Provide and maintain temporary piping, hoses and watering equipment as required to
convey water from water sources and to keep areas uniformly moist as required for proper
growth.
6.4 For seeded areas lay out temporary watering system and arrange watering schedule to
avoid walking over muddy and newly seeded areas. Use equipment and water to prevent
puddling and water erosion and displacement of seed and/or mulch.
6.5 Remulch with new mulch in areas where mulch has been disturbed by wind or maintenance
operations sufficiently to nullify its purpose. Anchor as required to prevent displacement.
6.6 Replant bare areas using same materials specified.
MARINE CHEVROLET 02485 - 3
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PART 7 FINAL ACCEPTANCE
7.1 Seeded areas will be acceptable provided all requirements, including maintenance, have
been compiled with, and a healthy uniform, close stand of specified grass is established,
free of weeds, bare sports and surface irregularities.
END OF SECTION
MARINE CHEVROLET 02485 - 4
1270.0001.OW June 1996

SECTION 02513 - ASPHALTIC CONCRETE PAVING
PART1 GENERAL
1.1 WORK INCLUDED
A. Asphaltic concrete paving.
1.2 RELATED WORK
A. Section 02200 - Earthwork: Preparation of site for paving.
1.3 REFERENCES
A. The Asphalt Institute - Manual MS-4 - The Asphalt Handbook.
B. American Association of State Highway and Transportation Officials (AASHTO)
Publications - M-62 - Cutback Asphalt (medium curing type); M-140 - Emulsified
Asphalt; M-226 - Viscosity Graded Asphalt Cement.
C. ASTM D946 - Asphalt Cement for Use in Pavement Construction.
D. North Carolina Department of Transportation (NCDOT) "Standard Specifications for
Roads and Structures," January 1, 1990.
E. Federal Specifications TT-P-115E, Paint, Traffic and Highway Markings.
1.4 QUALITY ASSURANCE
A. Perform work in accordance with NCDOT "Standard Specifications for Roads and
Structures," January 1, 1990.
B. Mixing Plant: Conform to NCDOT "Standard Specifications for Roads and
Structures," January 1, 1990, Sections 610-5 and 610-6.
C. Obtain materials from same source throughout.
D. Bituminous plant mix pavements shall conform to NCDOT "Standard Specifications
for Roads and Structures," Section 610.
E. Asphalt Cement: Shall conform to NCDOT "Standard Specifications for Roads and
Structures" Section 620.
1.5 SUBMITTALS
A. Submit proposed mix design for review prior to commencement of work.
MARINE CHEVROLET 02513 -1
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B. Submit certificates of compliance for prime coat, tack coat and stone base.
1.6 ENVIRONMENTAL REQUIREMENTS
A. Do not place asphalt when base surface or atmospheric temperature is less than
40 degrees F. Do not produce or place asphaltic concrete when weather is rainy
or foggy. Stabilized aggregate base course shall not be constructed when
atmospheric temperature falls below 36 degrees F.
PART PRODUCTS
2.1 MATERIALS
A. Prime Coat: Cutback Asphalt: Shall conform to NCDOT "Standard Specifications
for Roads and Structures", Section 600.
B. Tack Coat: Emulsified Asphalts: Shall conform to NCDOT "Standard Specification
for Roads and Structures", Section 605.
C. Asphalt Cement: Shall be viscosity graded asphalt cement at 140 degrees F, AC-20
and shall meet NCDOT "Standard Specifications for Roads and Structures," Section
620-1.
D. Proportioning and Mixing of Asphaltic Concrete: The bituminous concrete surface
coarse material shall conform to the NCDOT "Standard Specifications for Roads
and Structures," Section 645, Type 1-2 for material and mix.
E. Paint: Federal Specifications TT-P-115E, white, unless indicated otherwise on the
plans.
Manufacturers Gidden
Sherwin Williams
Benjamin Moore
F. Asphalt Aggregate: Fine aggregates, coarse aggregates and mineral filler shall
conform to NCDOT "Standard Specifications for Roads and Structures", Section
1012, including latest revisions.
G. Stone Base Course: Base course materials shall conform to NCDOT "Standard
Specifications for Roads and Structures", Section 520.
MARINE CHEVROLET 02513 - 2
1270.0001.OW June 1996

PART 3 EXECUTION
3.1 STONE BASE COURSE
A. Haul, place and construct crushed stone base in accordance with NCDOT
"Standard Specifications for Roads and Structures", Section 520.
B. Maximum variation of 1/2 inch as measured with a 10 foot straight edge.
3.2 INSPECTION
A. Verify compacted granular base is dry and ready to support paving and imposed
loads.
B. Verify gradients and elevations of base are correct.
C. Beginning of installation means acceptance of substrate.
3.3 PREPARATION
A. Remove loose materials from compacted subgrade before applying prime coat.
B. Apply primer over substrate at uniform rate of .18 to .45 gal/sq yd. Allow to cure for
48 hours prior to placing asphalt.
C. Apply cutback asphalts when stone base is dry.
D. During prime coat placement, the minimum ambient temperature shall be 50
degrees F.
E. Maintain and protect the primed surfaces from damage until asphalt placement.
F. Coat surfaces of existing pavement, catch basin and manholes frames with tack
coat to prevent bond with asphalt paving.
3.4 PLACING ASPHALT PAVEMENT
A. Bituminous Surface Course: Shall be manufactured, transported, placed and
finished as required in strict accordance with Standards and methods specified in
NCDOT "Standard Specifications for Roads and Structures" Section 610 and
Section 645.
B. Place course to compacted thickness identified in schedule at end of Section in two
equal lifts.
C. Where new pavement abuts existing asphalt paving, cut existing surface full depth
six inches from edge. Apply asphalt cement to edge of cold joint prior to paving.
MARINE CHEVROLET 02513 - 3
1270.0001.OW June 1996

D. Notify Owner's Agent three working days prior to commencement of paving
operations.
E. Repair or remove and replace unacceptable paving as directed by Owner's Agent.
3.5 TOLERANCES
A. Flatness: Maximum variation of 1/8 inch measured with 10 foot straight edge.
B. Compacted Scheduled Thickness: 2 inches minimum thickness.
C. Variation from True Elevation: Within 1/2 inch.
3.6 FIELD QUALITY CONTROL
A. Field inspection, sampling and testing will be performed per Owner's Agent.
3.7 PROTECTION
A. Immediately after placement, protect pavement from mechanical injury for 6 hours
after final rolling or until asphaltic concrete has cured, whichever is longer. .
3.8 SCHEDULE
A. Surface Course Thickness: 1-1/2 inches.
B. Aggregate Base Course Thickness: 6 inches.
END OF SECTION
MARINE CHEVROLET 02513 - 4
1270.0001.OW June 1996

SECTION 02514 - PORTLAND CEMENT CONCRETE PAVING
PART1
GENERAL
1.1
WORK INCLUDED
A.
Concrete curbs and gutters.
B.
Reinforcement.
C.
Surface finish.
D.
Curing.
1.2
RELATED WORK
A.
Section 02200 - Earthwork: Preparation of site for paving.
B.
Section 03300 - Cast -in -Place Concrete
1.3
REFERENCES
A.
ACI 301 - Specifications for Structural Concrete for Buildings.
B.
ANSI/ASTM D1751 - Preformed Expansion Joint Fillers for Concrete Paving and
Structural Construction
C.
ANSI/ASTM D1752 - Preformed Sponge Rubber and Cork Expansion Joint Fillers
for Concrete Paving and Structural Construction.
D.
ASTM A615 - Deformed and Plain Billet -Steel for Concrete Reinforcement.
E.
ASTM C33 - Concrete Aggregates.
F.
ASTM C94 - Ready Mixed Concrete.
G.
ASTM C150 - Portland Cement.
H.
ASTM C260 - Air -Entraining Admixtures for Concrete.
I.
ASTM C309 - Liquid Membrane - Forming Compounds for Curing Concrete
1.4
QUALITY ASSURANCE
A.
Perform work in accordance with ACI 301.
MARINE CHEVROLET 02514 -1
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B. Obtain materials from same source throughout.
1.5 REGULATORY REQUIREMENTS
A. Conform to applicable code for paving work on public property.
PART PRODUCTS
2.1 CONCRETE MATERIALS
A. Cement: ASTM C150 Type I or II, Portland type, gray color.
B. Fine and Coarse Aggregates: ASTM C33.
C. Water: Clean and not detrimental to concrete.
D. Fly Ash: Not permitted.
2.2 FORM MATERIALS
A. Steel, wood or other suitable material of size and strength to resist movement
during concrete placement and to retain horizontal and vertical alignment until
removal. Use straight forms free of distortion and defects. Use flexible spring steel
forms or laminated boards to form radius bends as required.
B. Joint Filler: ANSI/ASTM D1751, bituminous, preformed, non -extruding type.
2.3 REINFORCEMENT
A. Reinforcing Steel: ASTM A615; 60 ksi yield grade; deformed billet steel bars,
uncoated finish.
B. Dowels: ASTM A615; 40 ksi yield grade, plain steel, uncoated finish.
2.4 ACCESSORIES
A. Curing Compound: Liquid membrane curing compound meeting requirements of
ASTM C309, Type 1.
2.5 ADMIXTURES
A. Air Entrainment: ASTM C260.
B. Set Control Additives shall not be used unless approved by the State Construction
Office and the Engineer.
MARINE CHEVROLET 02514 - 2
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2.6 CONCRETE MIX
A. Mix concrete in accordance with ASTM C94.
B. Provide concrete for curb and gutter of the following characteristics:
1. Compressive Strength at 28 days: 3000 psi
2. Slump 2 to 4 inches
3. Air Content 5% to 8%.
C. Add air entraining agent to concrete mix for concrete work subject to freeze/thaw
cycling.
D. Addition of water at the site is not permitted.
PART 3 EXECUTION
3.1 INSPECTION
A. Verify compacted granular base is ready to support paving and imposed loads.
B. Verify gradients and elevations of base are correct.
C. Beginning of installation means acceptance of existing conditions.
3.2 PREPARATION
A. Moisten base to minimize absorption of water from fresh concrete.
B. Notify Owner's Agent minimum 24 hours prior to commencement of concreting
operations.
i)[c)♦go] V&IPat]
A. Place and secure forms to correct location, dimension and profile.
B. Assemble formwork to permit easy stipping and dismantling without damaging
concrete.
C. Place joint fillers vertical in position, in straight lines. Secure to formwork during
concrete placement.
3.4 REINFORCEMENT
A. Place reinforcement at mid -height of slabs -on -grade.
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B. Place reinforcement to achieve slab and curb alignment as detailed.
3.5 FORMED JOINTS
A. Place expansion joints for curb & gutter at 90 foot intervals. Align curb and gutter
joints. Place expansion joints at 24 foot intervals for sidewalks.
B. Place joint filler between paving components and building or other appurtenances.
Recess top of filler 1/2 inch for sealant placement.
C. Provide contraction joints at 15 foot intervals on curb and gutters and 8 foot
intervals on sidewalks.
3.6 PLACING CONCRETE
A. Place concrete in accordance with ACI 301.
B. Ensure reinforcement, inserts, embedded parts, and formed joints are not disturbed
during concrete placement.
C. Place concrete continuously between predetermined construction joints. Do not
break or interrupt successive pours such that cold joints occur.
D. Curb and Gutter: Automatic machine may be used for curb and gutter. Machine
placement must produce curbs and gutters to required cross section, lines, grades,
finish and joints specified for formed concrete. If results are not acceptable remove
and replace with formed concrete as specified.
3.7 FINISHING
A. Curb, Gutters: Light broom.
Sidewalks: Light broom running lengthwise of walk.
B. Place curing compound on exposed concrete surfaces immediately after finishing,
except where curing compound would come into contact with asphalt. Apply in
accordance with manufacturer's instructions.
3.8 FIELD QUALITY CONTROL
A. Field inspection and testing will be performed per Owner's Agent. Remove and
replace defective concrete at Contractor's expense.
3.9 PROTECTION
A. Immediately after placement, protect concrete from premature drying, excessive hot
or cold temperatures and mechanical injury.
END OF SECTION
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SECTION 02520 - GRAVITY SANITARY SEWER SYSTEM
PART1 GENERAL
1.1 WORK INCLUDED
A. This section gives the requirements for installation of gravity sewer pipe, service
laterals and manholes. Service laterals shall be installed where shown on the
drawings or as directed by the Owner's representative. Excavation, trenching
and back filling is covered in Section 02200: EXCAVATION AND TRENCHING.
1.2 RELATED WORK
A. Section 02200: EXCAVATION AND TRENCHING.
1.3 REFERENCES
A. ASTM D1785 - PVC Plastic Pipe, schedules 40, 80 and 120.
B. ASTM D3034 - Poly (Vinyl Chloride) (PVC) Plastic Pipe.
C. ASTM D2321 - Recommended practices for installation of plastic sewer pipe.
D. ASTM D2855 - Recommended practices for making solvent cemented joints with
PVC pipe and fittings.
E. ASTM D3212 - Elastomeric push -on joints for plastic pipe.
F. AWWA C600 - Installation of Ductile - Iron water mains and appurtenances.
PART PRODUCTS
2.1 POLYVINYL CHLORIDE (PVC) PIPE
A. Pipe shall be elastomeric joint conforming to requirements of ASTM D3034, SDR
35 for diameters less than 15" diameter. Pipe diameters greater than 15" shall
conform to ASTM F679 Type 1, SDR 35. Elastomeric push -on joints shall
conform to ASTM D3212 and F477 for collection line pipe. Fittings and specials
shall be of the same material as pipe with elastomeric joints. Pipe and fittings
used for sewer service laterals shall be 4" or 6" schedule 40 conforming to ASTM
D1785 or solvent welded joints, conforming to ASTM 2564.
2.2 DUCTILE IRON PIPE
A. Ductile Iron (DI) pipe shall conform to ANSI A21.51, Class 50 conforming to
ANSI A21.11 with push -on joints where specified on the plans. Joints shall be
rubber gasket conforming to ANSI A21.51. Pipe shall be furnished with cement
mortar lining and seal coating per ANSI/AWWA A21.4/C104. Fittings shall
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conform to ANSI/AWWA A21.10/C110, Class 51 mechanical joint or restrained
joint as specified in plans.
2.3 MANHOLES
A. Concrete: ASTM C94. Compressive strength of 3000 pounds per square inch at
28 days. Slump range 2 to 4 inches.
B. Mortar: ASTM C270, Type S.
C. Brick or Concrete Block: Brick shall conform to ASTM C62, Grade SW, or ASTM
C32, Grade MS. Concrete block shall conform to ASTM C140.
2.4 PRECAST CONCRETE MANHOLES
A. Manholes shall conform to ASTM C478 with tops and base sections as indicated
on the Drawings. Joints between sections shall be made with "Kent Seal'
sealant compound. Rubber gaskets shall not be used. PSX-Flexible Boot
Connectors for jointing the pipe to manholes shall conform to ASTM C923.
B. For pipe diameter 12" and less inverts shall be precast with cast in place flex
boot connectors, PSX or equal. For pipe diameter greater than 12" inverts shall
be field constructed with A-LOK flexible boot connectors, PSX with expanding
steel clamp or equal. Invert channels shall have uniform cross-section through
manhole without over -sized center bowl.
2.5 FRAMES, COVERS AND VENTS
A. Cast iron conforming to ASTM A48, Class 30B. Standard manhole covers shall
be Dewey Bros. RCR-3000 or equal, with vent holes. Water tight manhole
covers shall be Dewey Bros. RCR-3000 WT, or equal, with bolt locking device.
B. Vents shall be SCH 40 steel pipe with tan epoxy coating as shown on detail.
2.6 MANHOLE STEPS
A. Manhole steps shall conform to ASTM C478 and the Drawings. Steps shall be
manufactured from polypropylene encapsulated steel bars.
PART 3 EXECUTION
3.1 GENERAL PIPE LAYING AND JOINTING
A. Install PVC pipe in strict accordance with ASTM D2321, except as modified in
these specifications. Install manholes as indicated on the plans. Install D.I.P.
pipe in accordance with AWWA C600. Excavation and backfill shall be
accomplished as specified under Section 02200 - Earthwork.
B. Pipe shall be protected during handling against impact shocks and free fall. Pipe
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shall be kept clean at all times, and no pipe shall be used in the work that does
not conform to the appropriate ASTM Specifications. The laying of pipe in
finished trenches shall be commenced at the lowest point, with the spigot ends
pointing in the direction of the flow. All pipe shall be laid with the ends abutting
accurately to the lines and grades as laid with the ends in the direction of the
flow. All pipe shall be laid with the ends abutting accurately to the lines and
grades as shown on the plans, or as directed by the Owner. They shall be
carefully centered so that when laid they will form a sewer with uniform invert.
C. Preparatory to making pipe joints, all surfaces of the portion of the pipe to be
jointed or of the factory made jointing material shall be clean and dry.
Lubricants, primer, adhesives, etc., shall be used as recommended by the pipe
or joint manufacturer's specifications. The jointing material or factory fabricated
joints shall then be placed, fitted, and adjusted in such workmanlike manner as
to obtain the degrees of water tightness required. Trenches shall be kept dry
during bedding, laying and jointing and for as long a period as required. As soon
as possible after the joint is made, sufficient backfill material shall be placed
along each side of the pipe to offset conditions that might tend to move the pipe
off line and grade.
D. No superficial loads shall. be placed on the exposed surface of the trench, unless
the backfill is of noncohesive material, is vibrated or is tamped in layers not
exceeding 6-inches in depth, until the Owner is satisfied that sufficient settlement
has occurred to alleviate undue live or impact loads.
E. Any defects due to settlement shall be made good by the Contractor. Bell holes
shall be dug sufficiently large to insure the making of proper joints. Water shall
not be allowed to rise in the excavation until the joint material has received its
set. Great care shall be used to secure water tightness, and to prevent damage
to or disturbing of the joints during the backfilling process, or at any other time.
Special precautions shall be exercised to prevent any pipe from resting on rock
or any other hard projection which might cause breakage of pipe.
3.2 CLEANING PIPE
A. The pipes shall be thoroughly cleaned before they are laid and shall be kept
clean until acceptance of the completed work. The upper end of all pipe lines
shall be provided with a header carefully fitted, so as to keep dirt and other
substances from entering. This header shall be kept in the end of the pipe line at
all times when laying is not in actual progress.
3.3 SHORING, SHEETING AND WELL -POINTING
A. The Contractor shall include in his price bid for pipe the placing of all necessary
shoring, sheeting and well -pointing, gravel bedding, and any other dewatering
devices to keep trench dry and to prevent damage to other installations and
where required by the Owner.
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3.4 SERVICE CONNECTING
A. Sewer laterals shall be connected to the main by means of a 45 degree WYE-
TEE fitting. Clean -outs shall be located at the right-of-way line with a cap
extended to within 12" of surface.
3.5 CUTTING OF PIPE
A. Cut pipe in a neat manner without damage to the pipe or any fittings or specials.
3.6 ADJACENT FACILITIES
A. Water Lines: Where the location of the sewer pipe is not clearly defined in
dimensions on the drawings, the sewer pipe shall not be laid closer horizontally
than 10 feet from a water line except where the bottom of the water pipe will be
at least 18 inches above the top of the sewer pipe. Where water lines are less
than 18 inches above the sewer lines, or cross under gravity -flow sewer lines,
the sewer pipe for a distance of at least 10 feet each side of the crossing shall be
made of ductile iron pressure pipe with no joint located within 3 feet horizontally
of the crossing.
B. Sewer lines shall not be laid in the same trench with water lines, gas lines or
electric wiring.
3.7 INSTALLATION OF MANHOLES
A. Manholes shall be constructed of precast concrete rings in accordance with the
Drawings.
B. Invert Channels: The invert channels shall be smooth and semicircular in shape
conforming to the inside of the adjacent sewer section. Changes in direction of
flow shall be made with a smooth curve of as large a radius as the size of the
manhole will permit. Changes in size and grade of the channels shall be made
gradually and evenly. The invert channels shall be formed directly in the
concrete of the manhole base or shall be built up with brick and mortar. The
floor of the manhole outside the channels shall be smooth and shall slope toward
the channels not less than 1 inch per foot nor more than 2 inches per foot.
C. Pipe Connections: Pipe connections shall be made to the manhole using a PSX
flexible boot connector and shall be made in accordance with the manufacturer's
recommendation. Connections shall conform to ASTM C923.
D. Manhole Steps: Manholes shall be provided with steps of acceptable design not
less than 10 inches in width, built into and securely anchored in the walls. Steps
shall be spaced uniformly approximately 16 inches apart with alternate ,tens
offset 6 inches horizontally.
3.8 BACKFILL
A. Materials and installation of pipe bedding haunching and backfill shall be in
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accordance with Section 02222 - EARTHWORK.
3.9 FIELD QUALITY CONTROL
A. Field inspection, sampling and testing will be performed per Owner's instructions.
3.10 TESTING
A. General: The Contractor shall be responsible for providing all equipment
necessary for tests of displacement, deflection, and leakage. Testa for deflection
and leakage shall be performed by the Contractor and observed L•y'he Owner's
representative. Each segment of line shall be tested after it is completed,
backfilled, and compacted. Tests shall be executed within 2 weeks after
completion of backfilling and compaction for each segment of line, and again
within 30 days prior to final acceptance of the project if required. All defects in
the pipeline and appurtenances shall be remedied by the Contractor at no
additional expense to the Owner.
3.11 TEST FOR DISPLACEMENT OF SEWERS
A. Sewer mains will be checked by the Owner's representative to determine
whether any displacement of the pipe has occurred. The test will be as follows:
A light will be flashed between manholes, by means of a flashlight or by
reflecting sunlight with a mirror. If the illuminated interior of the pipeline shows
poor alignment, displaced pipe, or any other defects, the defects shall be
remedied by the Contractor.
3.12 TEST FOR DEFLECTION
A. Deflection tests shall be performed on all sections of flexible pipe.
B. Maximum allowable deflection shall be 5 percent at any point.
C. Deflection shall be measured with a pin -type mandrel "Go/No Go" gauge. The
gauge shall be pulled through the pipe by means of a strong cord or cable.
D. Any section of pipe not meeting the 5 percent maximum deflective requirement
shall be excavated, backfilled, recompacted and retested.
3.13 TEST FOR LEAKAGE
A. All segments of completed line shall be tested for leakage by low pressure air
test, except that the infiltration test may be used as approved by the Owner's
representative.
B. The Contractor shall remedy all visible leaks in pipes, manholes, and
appurtenances.
C. Maximum allowable leakage for the system shall be 100 gallons per inch pipe
diameter per linear mile of pipe per 24 hours, including manhole infiltration. No
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single segment of line (manhole to manhole) shall exceed this requirement.
D. Air Testing: Air testing shall be required if, in the opinion of the Owner, conditions
are such that infiltration measurements may be inconclusive. The test shall be
conducted in the presence of the Owners representative and shall conform to the
following requirements:
E. Test pressure shall be 3.5 psi increased by the ground water pressure above
the top of the sewer.
Pressure loss iirom 3.5 to 3.0 psi shall not exceed 0.5 psi during the required
testing time.
G. Each section of sewer between two or more cleanouts/manholes shall be tested
in accordance with ASTM F1417, "Installation Acceptance of Plastic Gravity
Sewer Lines Using Low Pressure Air."
If any test fails to meet established requirements the cause shall be determined
and corrected if necessary.
3.14 TEST RESULTS
A. Certified copies of all test results shall be furnished to the Owner and the
Owner's representative within 1 week after the test.
END OF SECTION
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SECTION 02531 - WATER DISTRIBUTION SYSTEM
PART1 GENERAL
1.1 SCOPE: The work covered by this section of the specifications consists of furnishing all
plant, labor, equipment, materials, supplies and in performing all operations in
connection with the installation of waterlines and appurtenances, in strict accordance
with these specifications and the applicable drawings and subject to the terms and
conditions of the contract.
PART PRODUCTS
2.1 PVC Pipe: All plastic water main pipe size 4" through 12" shall be polyvinyl chloride
(PVC) made from clean, virgin materials. Pipe shall meet the requirements of AWWA
C900 with cast iron equivalent O.D., and shall be DR 18 (pressure class 150). Pipe
shall be integral wall - thickened bell end type or twin gasket joint type with elastomeric
gaskets. Pipe shall have a nominal laying length of ductile or gray cast. F stings shall be
ductile or gray iron, as specified in paragraph 2.2. 2" diameter mains shall conform to
ASTM 2241, SDR-21, Class 200 Polyvinyl Chloride Pipe.
PVC pipe shall bear NSF logo for potable water application.
2.2 Ductile Iron Pipe: All ductile iron pipe shall be centrifugally cast in accordance with
AWWA C151, latest edition. Pipe shall meet AWWA C150 thickness Class 50. All joints
shall be either push -joint or mechanical joint with rubber gaskets conforming to AWWA
C111, latest revision. Fittings shall be of the same pressure rating as the pipe and shall
conform to AWWA C110, latest revision. All pipe and fittings shall be cement -mortar
lined in accordance with AWWA C104, latest revision. All pipe and fittings shall be
bituminous coated outside. All pipe and fittings shall be marked (stamped or cast) with
the manufacturer's mark, year produced, class and letters "DI" or the work "Ductile."
Piping for all vaults shall be ductile iron to a point 5 feet beyond the exterior face of the
vault.
2.3 Valves: All valves shall conform to AWWA C509, latest revision, 200 psi, iron body,
resilient seat. Ali valves shall have mechanical joint ends. All valves shall open left and
shall have a 2" square operating nut on the stem. All valves shall be iron body, bronze
mounted double disc non -rising stem type, with "o" ring stem seal and 175 psi working
pressure rating. Valves shall be as manufactured by Mueller Company or equal.
2.4 Tapping Sleeve and Valves: Sleeve shall be cast iron, 150 psi working pressure
mechanical joint. Valve shall be gate type with "o" ring seals, mechanical joint outlet
end and flange end for connection to tapping sleeve. Flange end shall have machined
projections to insure correct alignment. Seat opening of valve shail be siightiy larger
than nominal size to provide for full diameter cut to be made. Sleeve shall be furnished
by valve manufacturer.
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2.5 Valve Boxes: Valve boxes shall be cast iron, coated, three-piece screw type
construction with a minimum shaft diameter of 5-1/4 inches. Valve boxes shall be of
sufficient length to allow for proper installation at the depths required for the valves.
Valve boxes shall have cast iron lids with the word "WATER" cast into the top face of
the lid.
2.6 Hydrants: Hydrants shall conform to AWWA C502, latest revision, fire hydrant for
ordinary waterworks service with two 2-1/2" hose connections and one 4-1/2" pumper
connection. Hydrant shall be dry -barrel type with drain outlet for draining when valve is
closed. Hydrant shall have breakable barrel and operating stem with barrel length for
3'-6" bury. Hydrant shall be equipped with 6" mechanical joint bottom hub with strapping
lugs. Operating nut shall be 1-1/2" solid pentagonal nut with "o" ring seals. Hydrant
shall open left and be rated at 150 psi working pressure and 300 psi test pressure.
Hydrant shall be Mueller No. A-421 Centurion or approved equal.
2.7 Corporation Stops: Corporation stops shall be Ford or equal suitable for 200 psi.
A. Service Saddles: Service saddles shall be double -strap type, malleable iron
body conforming to ASTM-A47, carbon steel straps conforming to ASTM-A307,
electro-galvanized with di -chromate seal. Saddle shall incorporate "O" rings seal
or gasket and be installed in accordance with manufacturers recommendations.
Service saddle shall be suitable for 200 psi, Rockwell 313 or equal.
2.8 Water Service Pipe: Service pipe shall be polyethylene (PE) and shall conform to
AWWA C901. Working pressure shall be 200 psi. Service pipe shall be iron pipe size
and be approved for potable water. Insert stiffeners shall be stainless steel.
2.9 Meter Yokes: Shall be Mueller, Ford or equal.
2,10 Meter Valves: Meter valves shall be required for installation with the type of service pipe
provided and water meters used by Owner. Valves shall be of brass and bronze
construction with O-ring seals. Valves shall be inverted key angle meter valves as
manufactured by Ford or equal.
2.11 Meter Boxes: Meter boxes shall be cast iron, with heavy duty cast iron lids with the
word "water meter" cast in the top. Dewey or approved equal and of sufficient size to
accommodate water meter, valves and a pressure reducing valve. Box shall be set on
brick to appropriate grade.
2.12 Manholes: Manholes shall be constructed or a section of 48" diameter concrete pipe
and rest on a concrete footing. Manhole frame and cover shall be gray cast iron
conforming to ASTM A48 and be Dewey Bros. MH-RCR- 2001 or equal.
2.13 Backflow Preventer: The backflow preventer shall be a 1'/ inch double check valve
assembly designed to prevent the reuse flow in water lines and to'present water from
entering into the potable water system. It shall consist of bronze body construction,
Celcon check seats, stainless steel trim, and bronze ball valve test cocks. Assembly
shall conform to AWWA C506-78 as manufactured by Watts Regulation, Febco or
equal.
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PART 3 EXECUTION
3.1 METHODS OF CONSTRUCTION:
A. General: Pipe shall be installed in accordance with the procedures of AWWA
C600 and with the recommendations of AWWA Manual of Practice M23.
B. Cutting of Pipe: Cutting of pipe shall be done in a neat and workmanlike manner
without damage to the pipe. Unless otherwise recommended by the
manufacturer and authorized by the Owner's representative, cutting shall be
done with a suitable mechanical cutter.
C. Adjacent Facilities
Sewer Lines: Where the location of the water pipe is not clearly defined
in dimensions on the drawings, the water pipe shall not be laid closer
horizontally than 10 feet from a sewer except where the bottom of the
water pipe will be at least 18 inches above the top of the sewer pipe.
Where water lines are less than 18 inches above the sewer lines, or
cross under gravity -flow sewer lines, the sewer pipe for a distance of at
least 10 feet each side of the crossing shall be made of ductile iron
pressure pipe with no joint located within 3 feet horizontally of the
crossing.
2. Water Lines shall not be laid in the same trench with sewer lines, gas
lines, or electric wiring.
3.2 Joint Deflection: Deflection will be in accordance with AWWA C600.
3.3 Jointing
A. PVC Pipe: Push -on type joints shall be installed in accordance with AWWA
C600, modified as necessary by the recommendations of the manufacturer.
B. Polyethylene (PE) Pipe Joints shall be made with suitable compression type
fittings. Inserts shall be used as recommended by the fitting and pipe
manufacturer.
C. Connections between different types of pipe and accessories shall be made with
transition fittings approved by the Owner's Representative.
D. SERVICE LATERALS: Service Laterals shall consist of a tapping saddle,
corporation stop, a length of PE pipe to the meter, pressure reducing valve,
meter with mount and box and PE pipe to the building connection.
3.4 Setting of Fire Hydrant, Valves, Valve Boxes and Meter Boxes
A. Fire Hydrants shall be located and installed as shown on the drawings and
details. Each hydrant shall be connected to the main with a 6-inch branch line
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having at least three (3) feet of cover. Hydrants shall be set plumb with the
pumper nozzle facing the roadway and with the center of the lowest outlet not
less than 18 inches above the finished surrounding grade, and the operating nut
not more than 48 inches above the finished surrounding grade. The hydrant
shall be set in a bed of crushed rock which shall surround the barrel at least 12
inches in all directions. Concrete blocking shall be placed as shown in the
details of the Plans.
B. Valves and Valve Boxes shall be installed where shown or specified, and shall
be set plumb. Valve boxes shall be centered on the valves. Boxes shall be
installed over each outside gate valve unless otherwise shown. Where feasible,
valves shall be located outside the area of roads and streets. Earth fill shall be
carefully tamped around each valve box to a distance of 4 feet on all sides of the
box, or to the undisturbed trench face if less than 4 feet.
C. Hydrants and Valves after delivery shall be drained to prevent freezing and shall
have the interiors cleaned of all foreign matter before installation. Stuffing boxes
shall be tightened and the hydrant or valve shall be fully opened and fully closed
to insure that all parts are in working condition.
D. Meters will be furnished and installed by Contractor upon completion and testing
and disinfection of the water lines.
E. Setting Vaults: Install vaults as shown on the drawings and details. Location of
vaults shall be as directed by the Engineer. All vaults shall be installed plumb
and level on a well compacted subgrade.
F. Backflow preventor shall be installed inside building.
3.5 THRUST BLOCKS: Plugs, caps, tees, and bends deflecting 22-1/2 degrees or more,
either vertically or horizontally, on water lines 6 inches in diameter or larger, and fire
hydrants shall be provided with thrust blocking. Blocking shall be placed between solid
ground and the fitting to be anchored. Unless otherwise indicated or directed the base
and thrust bearing sides of thrust blocks shall be poured directly against undisturbed
earth. The sides of thrust blocks not subject to thrust may be poured against forms.
The area of bearing shall be as shown in the Plans or as directed. Blocking shall be
placed so that the fitting joints will be accessible for repair. Steel rods and clamps shall
be protected by galvanizing or by coating with bituminous paint.
3.6 Testing and Inspection
A. Perform testing and inspection prior to cleaning and final acceptance. The
method proposed for disposal of wastewater from hydrostatic and disinfection
tests shall be submitted to the Owner's representative prior to performing the
hydrostatic tests. Acknowledge satisfactory performance of rests and
inspections in writing to Engineer prior to final acceptance.
B. Test and inspect all pipes and joints in designated sections. Provide all
necessary equipment and perform all work required in connection with the tests
and inspections.
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C. Bear the cost of all testing and inspecting, locating and remedying of leaks and
any necessary retesting and re-examination.
D. Two (2) types of testing and inspection will be employed for the water distribution
system. These include:
Hydrostatic pressure testing
a. Tests shall be conducted in accordance with AWWA C600 except
where modified herein. The pipe shall be tested between each
valved section or 3,000 foot sections, whichever is longest in
length. The pressure shall be measured at the point of testing.
b. After the pipe is laid, the joints completed and the fire hydrants
permanently installed, the piping system or any valved sections or
piping system shall be subjected for two (2) hours to a hydrostatic
pressure test equal to the pressure listed below:
Pipe Material Change of Pipe Test
si or Thickness Designation Pressure
Ductile Iron Class 50 150
PVC Class 200 (SDR 21) 150
Class 150 (DR 18) 150
C. Air removal. Before applying the specified test pressure, air shall
be expelled completely from the pipe, valves, and hydrants. If
permanent air vents are not located at all high points, the
contractor shall install corporation cocks at such points so that the
air can be expelled as the tine is filled with water. After all the air
has been expelled, the corporation cocks shall be closed and the
test pressure applied. At the conclusion of the pressure test, the
corporation cocks shall be removed and plugged, or left in place
at the discretion of the Owner.
d. Where any section of a main is provided with concrete reaction
blocking for fittings or hydrants, the hydrostatic pressure test shall
not be made until at least 5 days after installation of the concrete
reaction blocking, unless otherwise approved. Asbestos -cement
pipe, concrete pipe, and pipe jointed with sulfur compound shall
be filled with water for at least 36 hours before being subjected to
the pressure test.
e. Test Pressures shall:
(1) Equal the test pressure specified at the highest point in the
section tested.
(2) Not exceed pipe or thrust restraint design pressures.
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(3) Not vary by more than +/- 5.0 psi.
(4) Not exceed twice the rated pressure of valves or hydrants
when the pressure boundary of the test section included
closed gate valves or hydrants.
(5) Not exceed the rated pressure of the valves if
resilient -seated butterfly valves are used.
Do not paint or insulate exposed piping until successful
performance of pressure test.
g. Repair deflective joints, welds, pieces of pipe, jointing material,
valves or other defective areas and repeat pressure testing until
pipe system meets test criteria. Pay for any additional costs
associated with retesting and repairs.
2. Leakage Test. A leakage test shall be conducted concurrently with the
pressure test.
a. Leakage defined. Leakage shall be defined as the quantity of
water that must be supplied into the newly laid pipe, or any valved
section thereof, to maintain pressure within 5 psi of the specified
test pressure after the air in the pipeline has been expelled and
the pipe has been filled with water.
b. Allowable leakage. No pipe installation will be acceptable if the
leakage exceeds 10 gallons per inch of pipe diameter per mile of
pipe per 24 hours.
C. Acceptance of installation. Acceptance shall be determined on
the basis of allowable leakage. If any test of pipe laid discloses
leakage greater than that specified, the contractor shall, at his
own expense, locate and repair the defective material until the
leakage is within the specified allowance. All visible leaks are to
be repaired regardless of the amount of leakage.
Repair defective joints, welds, sections of pipe, jointing material
valves or other defective areas and repeat pressure testing until
pipe system meets test criteria. Pay for any additional costs
associated with retesting and repairs.
E. Hydrostatic tests and disinfection may be conducted concurrently, using the
water treated or disinfection to accomplish the hydrostatic tests. If yvater is lost
when treated for disinfection and air is admitted to the unit being tested, or if any
repair procedure results in contamination of the unit, disinfection shall be
reaccomplished at Contractor's expense.
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3.7 Disinfection: Before acceptance of potable water operation, each unit of completed
water supply line, water distribution line, and water service line shall be disinfected as
prescribed by AWWA C601, latest revision using the continuous feed method, modified
as described herein below:
A. Prior to disinfection, the water main shall be filled with water to eliminate air
pockets and shall be flushed to remove particles. The flushing velocity in the
main shall not be less than 2.5 feet per second.
B. Chlorine shall be added to the system until there is a uniform concentration with
a free residual of not less than 50 mg/I. The line shall be sampled at regular
intervals along the length being disinfected to insure the level of residual.
C. Once the system is uniformly chlorinated, the chlorinated water shall be retained
in the system for at least 24 hours, during which time all valves and hydrants in
the system shall be operated several times to insure disinfection of the
appurtenances. At the end of the 24 hour period, the treated water in all portions
of the main shall have a residual of not less than 10 mg/I free chlorine.
D. After the disinfection period, the heavily chlorinated water shall be flushed from
the main until chlorine measurements show that the chlorine concentration in the
water leaving the main is no higher than that generally prevailing in the system
that is acceptable for domestic use.
E. After final flushing and before the water system is placed in service, two (2)
consecutive samples taken at least 24 hours apart shall be collected from the
end of the line and tested for bacteriological quality in accordance with Standard
Methods for the Examination of Water and Wastewater. The tests shall be
performed by a State approved laboratory.
If the initial disinfection fails to produce satisfactory bacteriological samples, the
main may be reflushed and shall be resampled. If check samples show the
presence of coliform organisms, the main shall be redisinfected using the above
procedures until satisfactory results are obtained.
END OF SECTION
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SECTION 02720 - STORM SEWAGE SYSTEMS
PART1 GENERAL
1.1 SECTION INCLUDES
A. Storm drainage piping, fittings, and accessories.
B. Catch basins, paved area drainage, manhole access, site surface drainage, and
headwalls.
1.2 RELATED SECTIONS
A. Section 02200 - Earthwork: Excavating and backfilling for storm sewerage system
piping.
B. Section 02514 - Portland Cement Concrete Paving: Concrete type for manhole and
catch basin construction.
1.3 REFERENCES
A. ANSI/ASTM C14 - Concrete Sewer, Storm Drain, and Culvert Pipe.
B. ASTM C32 - Sewer and Manhole Brick
C. ASTM C33 - Specifications for Concrete Aggregates.
D. ASTM C55 - Specifications for Concrete Building Brick.
E. ASTM C94 - Ready Mixed Concrete.
F. ASTM C270 - Mortar for Unit Masonry
G. ANSI/ASTM C76 - Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe.
H. ANSI/ASTM C443 - Joints for Circular Concrete Sewer and Culvert Pipe, Using
Rubber Gaskets.
I. ASTM D2729 - Poly (Vinyl Chloride) (PVC) Sewer Pipe and Fittings.
PART PRODUCTS
2.1 SEWER PIPE MATERIALS
A. Reinforced Concrete Pipe: Class III
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2.2 MANHOLES AND CATCH BASINS
A. Manhole Lid and Frame: Cast iron construction, removable lid, MH- RCR-2001
manufactured by Dewey Bros., Inc. or equal.
B. Catch Basin Casting: Cast iron; CH-BN-74 manufactured by Dewey Bros., Inc. or
equal.
C. Drop Inlet Casting: Cast iron: CH-BN-3A manufactured by Dewey Brothers, Inc. or
equal.
D. Precast Concrete Manholes: ASTM C478, size as indicated, joints shall be tongue
and groove with elastomeric gaskets.
E. Brick: Conform to ASTM C32, Grade MS.
F. Base Pad: Cast -in -place concrete of type specified in Section 02514; levelled top
surface.
G. Mortar: Mortar shall conform to ASTM C270, Grade M.
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify that trench cut is ready to receive work, and excavations, dimensions, and
elevations are as indicated on Drawings.
B. Beginning of installation means acceptance of existing conditions.
3.2 PREPARATION
A. Hand trim excavations to required elevations. Correct over excavation with fill
material of coarse aggregate.
B. Remove large stones or other hard matter which could damage drainage tile Or
impede consistent backfilling or compaction.
3.3 INSTALLATION - PIPE
A. Install pipe, fittings, and accessories in accordance with manufacturer's instructions.
Seal joints watertight.
B. Protect the Pipe during handling against impact shocks and free fall. The pipe
interior shall be free of extraneous materials.
C. Lay pipe to slope gradients noted on drawings, with maximum variation from true
slope of 118 inch in 10 feet.
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D. Pipe shall be laid and centered so that pipe has uniform invert. As work progresses
the interior of the pipe shall be cleared of superfluous material.
E. Backfill in accordance with Section 02200 - Earthwork. Do not displace or damage
pipe when compacting.
3.4 INSTALLATION - CATCH BASINS, MANHOLES
A. Construct inlets with reinforced concrete, precast concrete, brick or concrete block.
Form invert channel directly in concrete base or by building up a concrete channel.
B. Completely fill joints and openings around pipes with mortar, leaving inside of
structure free from mortar. Grout inlet in place.
C. Establish elevations and pipe inverts for inlets and outlets as indicated.
D. Place precast concrete sections as shown on plans. Where manholes occur in
pavement set tops flush with finish surface.
3.5 FIELD QUALITY CONTROL
A. Field inspection and testing will be performed per Owner's instructions.
B. Request inspection by Owner prior to placing backfill cover over pipe.
A. Protect pipe and filter aggregate cover from damage or displacement until backfilling
operation is in progress.
END OF SECTION
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SECTION 02960 -TREES, PLANTS, AND GROUND COVER:
PART1 GENERAL
1.1 SECTION INCLUDES
A. Topsoil bedding.
B. New trees, plants, and ground cover.
C. Mulch and fertilizer.
D. Maintenance.
1.2 RELATED SECTIONS
A. Section 02200 - Earthwork: Topsoil material.
B. Section 02936 - Seeding.
1.3 REFERENCES
A. FS O-F-241 - Fertilizers, Mixed, Commercial.
B. ANSI Z60.1 - Nursery Stock.
1.4 DEFINITIONS
A. Weeds: Include Dandelion, Jimsonweed, Quackgrass, Horsetail, Morning Glory,
Rush Grass, Mustard, Lambsquarter, Chickweed, Cress, Crabgrass, Canadian
Thistle, Nutgrass, Poison Oak, Blackberry, Tansy Ragwort, Johnson Grass, Poison
Ivy, Nut Sedge, Nimble Will, Bindweed, Bent Grass, Wild Garlic, Perennial Sorrel,
and Brome Grass.
B. Plants: Living trees, plants, and ground cover specified in this Section, and
described in ANSI Z60.1.
1.5 QUALITY ASSURANCE
A. Provide inspection for verifying acceptability of plants in accordance with the
General Conditions.
1.6 QUALIFICATIONS
A. Nursery: Company specializing in growing and cultivating the plants with three
years experience.
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so
B. Installer: Company specializing in installing and planting the plants with five years
experience.
1.7 REGULATORY REQUIREMENTS
A. Comply with regulatory agencies for fertilizer composition.
B. Provide certificate of compliance from authority having jurisdiction indicating
approval of plants.
C. Plant Materials: Described by ASTM Z60.1; free of disease or hazardous insects.
1.8 DELIVERY, STORAGE, AND HANDLING
A. Deliver, store, protect and handle products to site under provisions of Division 1.
B. Deliver fertilizer in waterproof bags showing weight,chemical analysis, and name
of manufacturer.
C. Protect plants until planted.
D. Deliver plant life materials immediately prior to placement. Keep plants moist.
1.9 ENVIRONMENTAL REQUIREMENTS
A. Do not install plant life when ambient temperatures may drop below 35 degrees F
or above 95 degrees F.
B. Do not install plants when wind velocity exceeds 30 mph.
h 1.10 COORDINATION
A. Coordinate work under provisions of the General Conditions.
B. Coordinate with installation of underground sprinkler system piping and watering
heads.
1.11 WARRANTY
A. Provide twelve month warranty.
B. Warranty: Include coverage for one continuous growing season; replace dead or
unhealthy plants.
C. Replacements: Plants of same size and species as specified, planted in the next
growing season, with a new warranty commencing on date of replacement.
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m
PART PRODUCTS
2.1 ACCEPTABLE NURSERIES
A. Suppliers which meet Qualifications per 1.06.
2.2 TREES, PLANTS, AND GROUND COVER
A. Trees Plants and Ground Cover: Species and size identifiable in plant schedule,
grown in climatic conditions similar to those in locality of the Work.
2.3 SOIL MATERIALS
A. Topsoil: As specified in Section 02200.
2.4 SOIL AMENDMENT MATERIALS
A. Fertilizer: FS. O-F-241, Type I, Grade A; with fifty percent of the elements derived
from organic sources; of proportion necessary to eliminate any deficiencies of
topsoil, to the following proportions: Nitrogen ten percent, phosphoric acid ten
percent, soluble potash ten percent.
B. Peat Moss: Shredded, loose, sphagnum moss; free of lumps,roots, inorganic
material or acidic materials; minimum of 85 percent organic material measured by
oven dry weight, pH range of 4 to 5; moisture content of 30 percent.
C. Water: Clean, fresh and free of substances or matter which could inhibit vigorous
growth of plants.
2.5 MULCH MATERIALS
A. Mulching Material: Pine straw, free from weeds,foreign matter detrimental to plant
life, and dry. Hay or chopped cornstalks are not acceptable.
2.6 ACCESSORIES
A. Stakes: Hardwood lumber, pointed end.
B. Cable and Wire: Non -corrosive, of sufficient strength to withstand wind pressure
and resultant movement of plant life.
C. Plant Protectors: Rubber sleeves over cable to protect plant stems, trunks, and
branches.
D. Weed Fabric: Water permeable polyolefin fabric.
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PART 3 EXECUTION
3.1 EXAMINATION
A. Verify that prepared subsoil and planters are ready to receive work.
B. Verify that required underground utilities are available,in proper location, and ready
for use.
3.2 PREPARATION OF SUBSOIL
A. Dig plant pits twice the size of root ball's diameter.
3.3 PLACING TOPSOIL
A. Install topsoil mix into pits and beds intended for plant root balls, to a minimum
thickness of 6 inches.
3.4 FERTILIZING
A. Apply fertilizer in accordance with manufacturer's instructions.
B. Apply after initial raking of topsoil.
C. Mix thoroughly into upper two inches of topsoil.
D. Lightly water to aid the dissipation of fertilizer.
3.5 PLANTING
A. Place plants for best appearance for review and final orientation by
. Architect/Engineer.
f B. Set plants vertical.
C. Remove non -biodegradable root containers.
D. Set plants in pits or beds, partly filled with prepared topsoil mixture, at a minimum
depth of six inches as indicated on drawings under each plant. Remove ropes and
wires from the root ball. Remove burlap from top of rootball only.
E. Place bare root plant materials so roots lie in a natural position. Backfill soil mixture
in six inch layers. Maintain plant materials in vertical position.
F. Saturate soil with water when the pit or bed is half full of top soil and again when
full.
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0
3.6 PLANT SUPPORT
A. Brace plants vertically with plant protector wrapped guy wires and stakes to the
following:
Tree Calioer Tree Support Method
1 inch 1 stake with one tie
1 - 2 inches 2 stakes with two ties
2 - 4 inches 3 guy wires with eye bolts and turn buckles
Over 4 inches 4 guy wires with eye bolts and turn buckles
3.7 FIELD QUALITY CONTROL
A. Field inspection will be performed under provisions of the General Conditions.
B. Plants will be rejected if a ball of earth surrounding roots has been disturbed or
damaged prior to or during planting.
3.8 SCHEDULE - PLANT LIST
A. Refer to Plans.
END OF SECTION
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SECTION 03100 - CONCRETE FORMWORK
PART1 GENERAL
1.1
SECTION INCLUDES
A. Formwork for cast -in -place concrete, with shoring, bracing and anchorage.
B. Form accessories.
C. Form stripping.
1.2
PRODUCTS INSTALLED BUT NOT FURNISHED UNDER THIS SECTION
A. Section 03300 - Cast -In -Place Concrete.
1.3
RELATED SECTIONS
A. Section 03200 - Concrete Reinforcement.
B. Section 03300 - Cast -in -Place Concrete.
1.4
REFERENCES
A. ACI 301 - Structural Concrete for Buildings.
B. ACI 347 - Recommended Practice For Concrete Formwork.
C. PS-1 - Construction and Industrial Plywood.
1.5
DESIGN REQUIREMENTS
A. Design, engineer and construct formwork, shoring and bracing to conform to design
and code requirements; resultant concrete to conform to required shape, line and
dimension.
B. Safely support all vertical and lateral loads that might be applied during placing or
operations until such loads can be supported by the concrete structure.
1.6
QUALITY ASSURANCE
A. Perform Work in accordance with ACI 301. Include increased or additional loads,
reduced design stresses, or more restrictive procedures whenever these measures
are required to produce safe formwork, or when required by the Local Building
Code.
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1.7 REGULATORY REQUIREMENTS
A. Conform to applicable code for design, fabrication, erection and removal of
formwork.
B. Occupational Safety and Health Administration Standards.
1.8 DELIVERY, STORAGE, AND HANDLING
A. Store off ground in ventilated and protected manner to prevent deterioration from
moisture.
1.9 COORDINATION
A. Coordinate this Section with other Sections of work which require attachment of
components to formwork.
B. If formwork is placed after reinforcement resulting in insufficient concrete cover over
reinforcement, request instructions from Engineer before proceeding.
PART PRODUCTS
2.1 WOOD FORM MATERIALS
A. Softwood Plywood: PS 1, BB Grade.
2.2 PREFABRICATED FORMS
A. Preformed Steel Forms: Minimum 16 gage matched, tight fitting, stiffened to
support weight of concrete without deflection detrimental to tolerances and
appearance of finished surfaces.
B. Glass Fiber Fabric Reinforced Plastic Forms: Matched, tight fitting, stiffened to
support weight of concrete without deflection detrimental to tolerances and
appearance of finished concrete surfaces.
2.3 FORMWORK ACCESSORIES
A. Form Ties: Snap -off type, galvanized metal, fixed length, cone type, with
waterproofing washer, one inch back break dimension, free of defects that could
leave holes larger than one inch in concrete surface.
B. Form Release Agent: Colorless mineral oil which will not stain concrete, or absorb
moisture, or impair natural bonding or color characteristics of coating intended for
use on concrete.
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C. Corners: Chamfered, rigid plastic type; 3/4 x 3/4 inch size; maximum possible
lengths.
D. Nails, Spikes, Lag Bolts, Through Bolts, Anchorages: Sized as required, of sufficient
strength and character to maintain formwork in place while placing concrete.
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify lines, levels and centers before proceeding with formwork. Ensure that
dimensions agree with Drawings.
3.2 EARTH FORMS
A. Earthcuts (ACI 301 4.1.3) may be used as forms for wall footings, pier and grade
beams below finish grade when soil conditions are acceptable by Engineer.
B. Hand trim sides and bottom of earth forms. Remove loose soil prior to placing
concrete.
3.3 ERECTION - FORMWORK
A. Erect formwork, shoring and bracing to achieve design requirements, in accordance
with requirements of ACI 301.
B. Provide bracing to ensure stability of formwork. Shore or strengthen formwork
subject to overstressing by construction loads.
C. Arrange and assemble formwork to permit dismantling and stripping. Do not
damage concrete during stripping. Permit removal of remaining principal shores.
D. Align joints and make watertight. Keep form joints to a minimum.
E. Obtain approval before framing openings in structural members which are not
indicated on Drawings.
F. Provide chamfer strips on external corners of beams, joists, columns and walls.
3.4 APPLICATION - FORM RELEASE AGENT
A. Clean inside surface of all forms.
B. Apply form release agent on formwork in accordance with manufacturer's
recommendations.
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W
C. Apply prior to placement of reinforcing steel, anchoring devices, and embedded
items.
D. Do not apply form release agent where concrete surfaces will receive special
finishes or applied coverings which are effected by agent. Soak inside surfaces of
untreated forms with clean water. Keep surfaces coated prior to placement of
concrete.
3.5 INSERTS, EMBEDDED PARTS, AND OPENINGS
A. Provide formed openings where required for items to be embedded in or passing
through concrete work.
B. Locate and set in place items which will be cast directly into concrete.
C. Coordinate work of other Sections in forming and placing openings, slots, reglets,
recesses, chases, sleeves, bolts, anchors, and other inserts.
D. Install accessories in accordance with manufacturer's instructions, straight, level,
and plumb. Ensure items are not disturbed during concrete placement.
E. Provide temporary ports or openings in formwork where required to facilitate
cleaning and inspection. Locate openings at bottom of forms to allow flushing water
to drain.
F. Close temporary openings with tight fitting panels, flush with inside face of forms,
and neatly fitted so joints will not be apparent in exposed concrete surfaces.
3.6 FORM CLEANING
.A. Clean and remove foreign matter within forms as erection proceeds.
B. Clean formed cavities of debris prior to placing concrete.
C. Flush with water or use compressed air to remove remaining foreign matter.
Ensure that water and debris drain to exterior through clean -out ports.
D. During cold weather, remove ice and snow from within forms. Do not use de-icing
salts or water to clean out forms, unless formwork and concrete construction
proceed within heat enclosure. Use compressed air or other means to remove
foreign matter.
3.7 FORMWORK TOLERANCES
A. Construct formwork to maintain tolerances required by ACI 301.
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3.8 FIELD QUALITY CONTROL
A. Inspect erected formwork, shoring, and bracing to ensure that work is in accordance
with formwork design, and that supports, fastenings, wedges, ties, and items are
secure.
B. Do not reuse wood formwork more than three times for concrete surfaces to be
exposed to view. Do not patch formwork.
3.9 FORM REMOVAL
'\ A. Notify Engineer prior to removing formwork.
B. Do not remove forms or bracing until concrete has gained sufficient strength to carry
its own weight and imposed loads.
C. Loosen forms carefully. Do not wedge pry bars, hammers, or tools against finish
concrete surfaces scheduled for exposure to view.
D. Store removed forms in manner that surfaces to be in contact with fresh concrete
will not be damaged. Discard damaged forms.
E. Maintain Safety rules and regulations of local and other regulatory agencies and be
totally responsible for any injury or damage to life and property during removal of
the forms.
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SECTION 03200 - CONCRETE REINFORCEMENT
PART1
GENERAL
1.1 SECTION
INCLUDES
A.
Reinforcing steel bars, wire fabric and accessories for cast -in -place concrete.
1.2 RELATED SECTIONS
A.
Section 03100 - Concrete Formwork.
B.
Section 03300 - Cast -in -Place Concrete.
1.3 REFERENCES
A.
ACI 301 - Structural Concrete for Buildings.
B.
ACI 318 - Building Code Requirements For Reinforced Concrete.
C.
ACI SP-66 -American Concrete Institute - Detailing Manual.
D.
ANSI/ASTM A185 - Welded Steel Wire Fabric for Concrete Reinforcement.
E.
ANSI/AWS D1.4 - Structural Welding Code for Reinforcing Steel.
F.
ASTM A615 - Deformed and Plain Billet Steel Bars for Concrete Reinforcement.
G.
CRSI - Concrete Reinforcing Steel Institute Manual of Practice.
H.
CRSI 63 - Recommended Practice For Placing Reinforcing Bars.
I.
CRSI 65 - Recommended Practice For Placing Bar Supports, Specifications and
Nomenclature.
1.4 SUBMITTALS
A.
Submit under provisions of the Supplementary General Conditions. Do not fabricate
reinforcing before receipt of approved shop drawings.
B.
Shop Drawings: Indicate bar sizes, spacings, locations, and quantities of reinforcing
steel and wire fabric, bending and cutting schedules, and supporting and spacing
devices.
C.
Manufacturer's Certificate: Certify that products meet or exceed specified
requirements.
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1.5 QUALITY ASSURANCE
A. Perform Work in accordance with CRSI 63, 65 and Manual of Practice, ACI 301,
ACI SP-66, ACI 318.
1.6 COORDINATION
A. Coordinate with placement of formwork, formed openings and other work.
1.7 MARKING AND SHIPPING
A. Ship reinforcing steel to size cut to proper length, tagged with non -rusting metal
tags, showing shop drawing numbers and tied in bundles that can be easily
handled.
1.8 DELIVERY, STORAGE AND HANDLING
A. Bars, when delivered at the site, shall be straight and free from twists, kinks and
irregularities except such as are necessary to conform to reinforcing details. Steel
shall be free from dirt, scale or loose rust or other coatings. Any bars upon which
decided rust scales have formed shall be rejected.
B. Store reinforcing bars and wire fabric above ground and under cover to project
same from weather, dirt or grease.
C. Care shall be exercised to prevent any damage during shipment, handling and
storage.
PART PRODUCTS
2.1 REINFORCEMENT
A. Reinforcing Steel: ASTM A615, 60 ksi yield grade; deformed billet steel bars, plain
finish.
B. Welded Steel Wire Fabric: ASTM A185 Plain Type; plain finish.
2.2 ACCESSORY MATERIALS
A. Tie Wire: Minimum 16 gage annealed type.
B. Chairs, Bolsters, Bar Supports, Spacers: Sized and shaped for strength and
support of reinforcement during concrete placement conditions.
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C. Special Chairs, Bolsters, Bar Supports, Spacers Adjacent to Weather Exposed
Concrete Surfaces: Plastic coated steel or Stainless steel type; size and shape as
required.
2.3 FABRICATION
A. Fabricate concrete reinforcing in accordance with CRSI Manual of Practice.
B. Locate reinforcing splices not indicated on Drawings, at point of minimum stress.
Review location of splices with Engineer. Lengths of laps, splices, and
embedments shall conform to ACI 318.
PART 3 EXECUTION
3.1 PLACEMENT
A. Place, support and secure reinforcement against displacement. Do not deviate
from required position.
B. Accommodate placement of formed openings.
C. Maintain concrete cover around reinforcing as follows:
Item Coverage
Walls (exposed to weather or
backfill) 2 inch
Footings and Concrete Formed
Against Earth 3 inch
END OF SECTION
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SECTION 03300 - CAST -IN -PLACE CONCRETE
PART1
GENERAL
1.1
SECTION INCLUDES
A.
Cast -in -place concrete for light pole base.
1.2
PRODUCTS
FURNISHED BUT NOT INSTALLED UNDER THIS SECTION
A.
Section 03100 - Concrete Formwork.
1.3
RELATED SECTIONS
A.
Section 02514 - Portland Cement Concrete Paving
B.
Section 03100 - Concrete Formwork.
C.
Section 03200 - Concrete Reinforcement.
1.4
REFERENCES
A.
ACI 301 - Structural Concrete for Buildings.
B.
ACI 304R - Recommended Practice for Measuring, Mixing, Transporting and
Placing Concrete.
C.
ACI 308 - Standard Practice for Curing Concrete.
D.
ACI 318 Building Code Requirements for Reinforced Concrete.
E.
ASTM C33 - Concrete Aggregates.
F.
ASTM C94 - Ready -Mixed Concrete.
G.
ASTM C150 - Portland Cement.
H.
ASTM C260 - Air Entraining Admixtures for Concrete.
I.
ASTM C494 - Chemicals Admixtures for Concrete.
1.5
QUALITY ASSURANCE
A.
Perform Work in accordance with ACI 301.
B.
Maintain one copy of each document on site.
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C. Acquire cement and aggregate from same source for all work.
1.6 COORDINATION
A. Coordinate work under provisions of Division 1.
PART
PRODUCTS
3.1
CONCRETE
MATERIALS
A.
Cement: ASTM C150, Type I or Type II grey Portland Cement.
B.
Fine and Coarse Aggregates: ASTM C33.
C.
Water: Clean and not detrimental to concrete.
1. Fine aggregate shall be clean, sharp, natural sand, free from deleterious
substances, within allowable standards.
2. Coarse aggregate shall be clean, uncoated, graded aggregate containing
no clay, mud, loam, or foreign matter.
D.
Fly Ash: Not permitted.
3.2
ADMIXTURES
A.
Air Entrainment: ASTM C260.
B.
Set Control Additives shall nto be used unless approved by the State Construction
Office and the Engineer.
3.3
ACCESSORIES
A.
Bonding Agent: Two component modified epoxy resin or Mineral filled polysulphide
polymer epoxy resin.
B.
Non -Shrink Grout: Premixed compound consisting of non-metallic aggregate,
cement, water reducing and plasticizing agents; capable of developing minimum
compressive strength of 2,400 psi in 48 hours and 7,000 psi in 28 days.
3.4
CONCRETE MIX
A.
Mix concrete in accordance with ACI 304R. Deliver concrete in accordance with
ASTM C94.
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B. Select proportions for normal weight concrete in accordance with ACI 301 Method
1 or Method 2.
C. Provide concrete to the following criteria:
1. Compressive Strength (7 days): 2100 psi
2. Compressive Strength (28 days): 3000 psi for all concrete.
3. Slump: 4 inch maximum, 1 inch minimum
D. Do not use calcium chloride.
E. Add air entraining agent to normal weight concrete mix for work exposed to exterior.
F. Addition of water at the site is not permitted.
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify requirements for concrete cover over reinforcement.
B. Verify that anchors, seats, plates, reinforcement and other items to be cast into
concrete are accurately placed, positioned securely, and will not cause hardship in
placing concrete.
3.2 PREPARATION
A. Prepare previously placed concrete by cleaning with steel brush and applying
bonding agent in accordance with manufacturer's instructions.
B. In locations where new concrete is dowelled to existing work, drill holes in existing
concrete, insert steel dowels and pack solid with non -shrink grout.
C. Manufacturer's Installation Instructions: Indicate installation procedures and
interface required with adjacent work.
3.3 PLACING CONCRETE
A. Place concrete in accordance with ACI 301.
B. Notify Owner's Representative minimum 24 hours prior to commencement of
operations.
C. Grade and forms for light pole bases must be approved by Owner prior to pouring
concrete.
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3.4
3.5
1011
D. Ensure reinforcement, inserts, embedded parts, formed joint fillers and water stops
are not disturbed during concrete placement.
E. Install joint fillers, primer and sealant in accordance with manufacturer's instructions.
F. Maintain records of concrete placement. Record date, location, quantity, air
temperature, and test samples taken.
G. Place concrete continuously between predetermined expansion, control, and
construction joints.
H. Do not interrupt successive placement; do not permit cold joints to occur.
CONCRETE FINISHING
A. Provide formed concrete surfaces to be left exposed with a smooth rubbed finish.
CURING AND PROTECTION
A. Immediately after placement, protect concrete from premature drying, excessively
hot or cold temperatures, and mechanical injury.
B. Maintain concrete with minimal moisture loss at relatively constant temperature for
period necessary for hydration of cement and hardening of concrete.
FIELD QUALITY CONTROL
A. Field inspection and testing will be performed in accordance with ACI 301.
B. Provide free access to Work and cooperate with appointed firm.
C. Submit proposed mix design of each class of concrete to testing firm for review prior
to commencement of Work.
D. Tests of cement and aggregates may be performed to ensure conformance with
specified requirements.
E. Four concrete test cylinders will be taken for every 100 cy or less of each class of
concrete placed. Two cylinders shall be tested at seven days and two cylinders
tested at 28 days.
F. One additional test cylinder will be taken during cold weather concreting, cured on
job site under same conditions as concrete it represents.
G. One slump test will be taken for each set of test cylinders taken.
MARINE CHEVROLET 03300 - 4
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3.7 PATCHING
3.9
A. Allow Owner's Representative to inspect concrete surfaces immediately upon
removal of forms.
B. Excessive honeycomb or embedded debris in concrete is not acceptable. Notify
Owner's Representative upon discovery.
C. Patch imperfections in accordance with ACI 301.
DEFECTIVE CONCRETE
A. Defective Concrete: Concrete not conforming to required lines, details, dimensions,
tolerances or specified requirements.
B. Repair or replacement of defective concrete will be determined by the Owner's
Representative.
C. Do not patch, fill, touch-up, repair, or replace exposed concrete except upon
express direction of Owner's Representative for each individual area.
SCHEDULE - CONCRETE TYPES AND FINISHES
A. Foundation Walls: 3,000 psi 28 day concrete, form finish with honeycomb filled
surface.
B. Light pole base: 3,000 psi 28 day concrete with smooth rubbed finish.
END OF SECTION
MARINE CHEVROLET 03300 - 5
1270.0001.0W June 1996

SECTION 16010 - BASIC ELECTRICAL REQUIREMENTS
PART1 GENERAL
1.1 SECTION INCLUDES
A. General Requirements specifically applicable to Division 16, in addition to the
General Conditions.
1.2 SCOPE OF WORK
A. Specifically this work will include:
1. Parking lot lighting.
1.3 DRAWINGS
A. Drawings for work under electrical contract indicate generally the location,
arrangement, and the intent of the system to be installed. Although the drawings
are diagrammatic, material and equipment shall be installed as closely as
possible to the drawings.
1.4 WORK SEQUENCE
A. Construct Work in sequence under provisions of the General Conditions.
1.5 COORDINATION
A. Coordinate the Work specified in this Division under provisions of the General
Conditions.
B. Prepare drawings showing any proposed rearrangement of Work to meet job
conditions, including changes to Work specified under other Sections. Obtain
permission of Engineer before proceeding.
1.6 REFERENCES
A. ANSI/IEEE C2 - National Electrical Safety Code.
B. ANSI/NFPA 70 - 1996 National Electrical Code.
C. NECA - Standard of Installation.
1.7 REGULATORY REQUIREMENTS
A. Conform to ANSI/NFPA 70.
B. Conform to ANSI/IEEE C2.
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1270.0001.OW June 1996

C. Conform to North Carolina Building Code and Local Inspection Department Building
Code.
D. Obtain electrical permits, plan review, and inspections from authority having
jurisdiction.
1.8 SUBMITTALS
A. Submit shop drawings and product data grouped to include complete submittals of
related systems, products, and accessories in a single submittal.
B. The Contractor shall submit shop drawings in accordance with the Supplementary
General Conditions to the Engineer for approval. Shop drawings required for light
fixtures and lighting contactor.
C. Each set of shop drawings shall include but not necessarily be limited to:
1. Drawings showing dimensions of all major components (if applicable).
2. All electrical characteristics.
3. Required U.L. listings.
4. Complete installation instructions.
D. Prepare drawings showing any proposed rearrangement of Work to meet Project
conditions, including changes to Work specified in other sections. Obtain
permission of Engineer before proceeding.
PART PRODUCTS
2.1 MATERIALS AND EQUIPMENT
A. Materials and Equipment: University of North Carolina at Wilmington standards.
B. Conduit: Schedule 40 1-1/2".
PART 3 EXECUTION
3.1 WORKMANSHIP
A. Conduit shall be buried 36" below grade. Install caution tape 8" below grade and
over center of conduit.
END OF SECTION
MARINE CHEVROLET 16010 - 2
1270.0001.0W June 1996

SECTION 16111 -CONDUIT
PART1 GENERAL
1.1 WORK INCLUDED
A. Non-metallic conduit and fittings.
1.2 REFERENCES
A. ANSI/NEMA FB 1 - Fittings and Supports for Conduit and Cable Assemblies.
PART PRODUCTS
2.1 CONDUIT SUPPORTS
A. Conduit Clamps, Straps, and Supports: Stainless Steel or PVC. All stainless steel
screws.
PART 3 EXECUTION
3.1 CONDUIT SIZING, ARRANGEMENT, AND SUPPORT
A. Size conduit per NEC or 3/4 inch whichever is larger.
B. Arrange conduit to maintain headroom and present a neat appearance.
C. Route exposed conduit and conduit above accessible ceilings parallel and
perpendicular to walls and adjacent piping.
D. Maintain minimum six inch clearance between conduit and piping. Maintain 12 inch
clearance between conduit and heat sources such as flues, steam pipes, and
heating appliances.
E. Arrange conduit supports to prevent distortion of alignment by wire pulling
operations. Fasten conduit using stainless steel or PVC straps.
F. Group conduit in parallel runs where practical.
G. Do not fasten conduit with wire or perforated pipe straps. Remove all wire used for
temporary conduit support during construction, before conductors are pulled.
MARINE CHEVROLET 16111 -1
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3.2 CONDUIT INSTALLATION
A. Install all conduit perpendicular or parallel to framing members.
B. Cut conduit square using a saw or pipecutter; de -burr cut ends.
C. Bring conduit to the shoulder of fittings and couplings and fasten securely.
D. Install no more than the equivalent of three 90-degree bends between boxes.
E. Use conduit bodies to make sharp changes in direction, as around beams.
F. Use hydraulic one-shot conduit bender or factory elbows for bends in conduit larger
than two inch size.
G. Avoid moisture traps where possible; where unavoidable, provide junction box with
drain fitting at conduit low point.
H. Use suitable conduit caps to protect installed conduit against entrance of dirt and
moisture.
Provide No. 12 AWG insulated conductor or suitable pull string in empty conduit,
except sleeves and nipples.
J. Install expansion joints where conduit crosses building expansion joints.
K. Where conduit penetrates fire -rated walls and floors, seal opening around conduit
with UL listed foamed silicone elastomer compound.
L. Maximum Size Conduit in Slabs Above Grade: 314 inch. Do not route conduits to
cross each other in slabs above grade.
M. Wipe plastic conduit clean and dry before joining. Apply full even coat of cement
to entire area that will be inserted into fitting. Let joint cure for 20 minutes minimum.
3.3 CONDUIT INSTALLATION SCHEDULE
A. All conduit shall be schedule 40 PVC.
END OF SECTION
MARINE CHEVROLET 16111 - 2
1270.0001.OW June 1996

SECTION 16123 - BUILDING WIRE AND CABLE
PART GENERAL
1.1 SECTION INCLUDES
A. Building wire and cable.
B. Underground branch circuit cable.
C. Wiring connectors and connections.
1.2 RELATED SECTIONS
A. Section 16111 - Conduit.
B. Section 16195 - Identification.
1.3 REFERENCES
A. ANSI/NFPA 70 - National Electrical Code.
1.4 SUBMITTALS
A. Submit under provisions of the Supplementary General Conditions.
B. Manufacturer's Installation Instructions: Indicate application conditions and
limitations of use stipulated by product testing agency specified under Regulatory
Requirements.
1.5 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing products specified in this
Section with minimum three years experience.
1.6 REGULATORY REQUIREMENTS
A. Conform to requirements of ANSI/NFPA 70.
B. Furnish products listed and classified by Underwriters Laboratories, Inc.
1.7 FIELD SAMPLES
A. Provide under provisions of the General Conditions.
B. Submit one length 18 inches of cable assembly from each reel.
C. Select each length to include complete set of manufacturer markings.
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D. Attach tag indicating cable size and application information.
1.8 PROJECT CONDITIONS
A. Verify that field measurements are as shown on Drawings.
B. Wire and cable routing shown on Drawings is approximate unless dimensioned.
Route wire and cable as required to meet Project Conditions.
C. Where wire and cable routing is not shown, and destination only is indicated,
determine exact routing and lengths required.
1.9 COORDINATION
A. Coordinate Work under provisions of General Conditions and Supplementary
Conditions.
B. Determine required separation between cable and other work.
C. Determine cable routing to avoid interference with other work.
PART PRODUCTS
2.1 MANUFACTURERS - BUILDING WIRE AND CABLE
A. Pirelli
B. Houston Wire and Cable Co.
C. G.E.
D. Substitutions: Under provisions of the General Conditions.
2.2 BUILDING WIRE AND CABLE
A. Description: Single conductor insulated wire.
B. Conductor: Copper.
C. Insulation Voltage Rating: 600 volts.
D. Insulation: ANSI/NFPA 70, Type THW for phase and neutral conductors and
Type TW for ground conductors.
2.3 WIRING CONNECTORS
A. Compression Connectors:
1. Thomas & Betts.
MARINE CHEVROLET 16123 - 2
1270.0001.OW June 1996

2. Substitutions: Under provisions of the General Conditions.
2.4 Color Code
1. Phase A - Brown
2. Phase B - Orange
3. Phase C - Yellow
PART 3 EXECUTION
3.1 EXAMINATION
4. Neutral - Gray
5. Ground - Green
A. Verify that mechanical and general construction work likely to damage wire and
cable has been completed.
3.2 PREPARATION
A. Completely and thoroughly swab raceway before installing wire.
B. Use wiring methods indicated on Drawings.
3.3 INSTALLATION
A. Install products in accordance with manufacturers instructions.
B. Use stranded conductors for all circuits.
C. Pull all conductors into raceway at same time.
D. Use suitable wire pulling lubricant for all pulls.
E. Protect exposed cable from damage.
F. Use suitable cable fittings and connectors.
G. Neatly train and lace wiring inside transformer bases, poles and fixtures.
H. Clean conductor surfaces before installing lugs and connectors.
I. Make splices,taps, and terminations to carry full ampacity of conductors with no
perceptible temperature rise.
3.4 INTERFACE WITH OTHER PRODUCTS
A. Identify wire and cable under provisions of Section 16195.
B. Identify each conductor with its circuit number or other designation indicated on
Drawings.
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3.5 FIELD QUALITY CONTROL
A. Perform field inspection and testing under provisions of the General Conditions.
B. Inspect wire and cable for physical damage and proper connection.
C. Verify continuity of each branch circuit conductor.
END OF SECTION
MARINE CHEVROLET 16123 - 4
1270.0001.OW June 1996

1.9 REGULATORY REQUIREMENTS
A. Conform to requirements of ANSI/NFPA 70.
B. Furnish products listed and classified by Underwriters Laboratories, Inc.
PART PRODUCTS
2.1 ROD ELECTRODE
A.
Copper -clad steel.
B.
Diameter: 3/4 inch.
C.
Length: 10 - 20 feet.
2.2 MECHANICAL CONNECTORS
A.
Manufacturers:
1. Burndy
2. Substitutions: Under provisions of the General Conditions.
B.
Material: Bronze.
2.3 WIRE
A. Material: Stranded copper.
B. Grounding Electrode Conductor: Size as shown on drawings.
PART 3 EXECUTION
3.1 EXAMINATION
A. Verify that final backfill and compaction has been completed before driving rod
electrodes.
3.2 INSTALLATION
A. Install Products in accordance with manufacturer's instructions.
B. Install rod electrodes at locations indicated.
C. Bond aluminum pole to ground rod.
MARINE CHEVROLET 16170 - 2
1270.0001.OW June 1996

3.3 FIELD QUALITY CONTROL
A. Inspect grounding and bonding system conductors and connections for tightness
and proper installation.
B. Use suitable test instrument to measure resistance to ground of system.
Perform testing in accordance with test instrument manufacturer's
recommendations using the fall- of -potential method.
END OF SECTION
MARINE CHEVROLET 16170 - 3
1270.0001.OW June 1996

SECTION 16195 - ELECTRICAL IDENTIFICATION
PART1 GENERAL
1.1 SECTION INCLUDES
A. Wire and cable markers.
B. Caution tape over buried conduit.
1.2 RELATED SECTIONS
A. Section 16111 - Conduit
1.3 REFERENCES
A. ANSI/NFPA 70 - National Electrical Code.
1.4 SUBMITTALS
A. Submit under provisions of the Supplementary General Conditions.
B. Product Data: Provide catalog data for labels, and markers.
C. Manufacturer's Instructions: Indicate application conditions and limitations of use
stipulated by Product testing agency specified under regulatory requirements.
Include instructions for storage, handling, protection, examination,
preparation and installation of Product.
1.5 REGULATORY REQUIREMENTS
A. Conform to requirements of ANSI/NFPA 70.
B. Furnish products listed and classified by Underwriters Laboratories, Inc.
PART PRODUCTS
2.1 LABELS
A. Self sticking number and letter.
2.2 WIRE MARKERS
A. Manufacturers:
MARINE CHEVROLET 16195 -1
1270.0001.OW June 1996

1. Brady.
2. Substitutions: Under provisions of the General Conditions.
B. Locations: Each conductor at light pole.
C. Legend:
1. Indicate phase for each conductor. Use N for neutral.
2.3 UNDERGROUND WARNING TAPE
A. Description: Six inch wide plastic tape, colored red with suitable warning
indicating buried electric line.
PART 3 EXECUTION
3.1 PREPARATION
A. Degrease and clean surfaces to receive labels.
END OF SECTION
MARINE CHEVROLET 16195 - 2
1270.0001.OW June 1996

SECTION 16476 - CIRCUIT BREAKERS
PART1 GENERAL
1.1 SECTION INCLUDES
A. Enclosed circuit breakers.
1.2 RELATED WORK
A. Section 16195 - Electrical Identification: Engraved nameplates.
1.3 REFERENCES
A. NECA (National Electrical Contractors Association) "Standard of Installation."
B. NEMA AB 1 - Molded Case Circuit Breakers
C. NFPA 70 - National Electrical Code.
D. UL 489
1.4 SUBMITTALS
A. Submit under provisions of Section 01300.
B. Product Data: Provide catalog sheets showing ratings, trip units, time current
curves, dimensions, and enclosure details.
C. Manufacturer's Installation Instructions: Indicate application conditions and
limitations of use stipulated by Product testing agency specified under Regulatory
Requirements. Include instructions for storage, handling, protection, examination,
preparation, installation, and starting of Product.
1.5 QUALITY ASSURANCE
A. Perform Work in accordance with NECA Standard of Installation.
1.6 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing the Products specified in this
section with minimum three years documented experience.
1.7 REGULATORY REQUIREMENTS
A. Conform to requirements of NFPA 70.
B. Furnish products listed and classified by UL.
MARINE CHEVROLET 16476 - 1
1270.0001.OW June 1996

PART
PRODUCTS
2.1
MANUFACTURERS
A.
Square'D'.
B.
Cutler Hammer/Westinghouse.
C.
Seimens.
D.
Substitutions: Approved equal.
2.2
MOLDED CASE CIRCUIT BREAKER
A.
Circuit Breaker: NEMA AB 1.
B.
Service Conditions:
1. Temperature: 100 degrees F.
2. Altitude: 100 feet.
2.3
CURRENT
LIMITERS
A.
Current Limiter: Designed for application with molded case circuit breaker.
B.
Coordinate limiter size with trip rating of circuit breaker to prevent nuisance tripping
and to achieve interrupting current rating specified for circuit breaker.
C.
Provide interlocks to trip circuit breaker and to prevent closing circuit breaker when
limiter compartment cover is removed or when one or more limiter is not in place or
has operated.
PART 3
EXECUTION
3.1
INSTALLATION
A.
Install enclosed circuit breakers where indicated, in accordance with manufacturer's
instructions.
B.
Install enclosed circuit breakers plumb.
C.
Provide engraved plastic nameplates under the provisions of Section 16195.
3.2
FIELD QUALITY CONTROL
A.
Field testing will be performed.
B.
Inspect and test each circuit breaker.
C.
Inspect each circuit breaker visually.
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1270.0001.OW June 1996

D. Perform several mechanical ON -OFF operations on each circuit breaker.
E. Verify circuit continuity on each pole in closed position.
F. Determine that circuit breaker will trip on overcurrent condition, with tripping time to
NEMA AB 1 requirements.
G. Include description of testing and results in test report.
KK=TRIII&III[Wel
A. Adjust work under provisions of Section 01700.
B. Adjust trip settings so that circuit breakers coordinate with other overcurrent
protective devices in circuit.
C. Adjust trip settings to provide adequate protection from overcurrent and fault
currents.
3.4 SCHEDULES
END OF SECTION
MARINE CHEVROLET 16476 - 3
1270.0001.OW June 1996

SECTION 16485 - ENCLOSED CONTACTORS
PART1 GENERAL
1.1 SECTION INCLUDES
A. Lighting contactors.
1.2 REFERENCES
A. NEMA ICS 6 - Enclosures for Industrial Controls and Systems.
B. NEMA ICS 2 - Industrial Control Devices, Controllers, and Assemblies.
C. NFPA 70 - National Electrical Code.
1.3 SUBMITTALS FOR REVIEW
A. Section 01300 - Submittals: Procedures for submittals.
B. Product Data: Provide dimensions, size, voltage ratings and current ratings.
1.4 SUBMITTALS FOR INFORMATION
A. Section 01300 - Submittals: Submittals for information.
B. Submit manufacturer's installation instructions.
1.5 PROJECT CLOSEOUT SUBMITTALS
A. Record actual locations of each contactor and indicate circuits controlled on project
record documents.
B. Maintenance Data: Include instructions for replacing and maintaining coil and
contacts.
1.6 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing the Products, specified in this
section with minimum three years experience.
1.7 REGULATORY REQUIREMENTS
A. Conform to requirements of NFPA 70.
B. Provide Products listed and classified by Underwriters Laboratories, Inc.
MARINE CHEVROLET 16485 -1
1270.0001.OW June 1996

PART
PRODUCTS
2.1 LIGHTING CONTACTORS
A.
Manufacturers:
1. Square'D'.
2. Cutler Hammer/Westinghouse.
3. Allen Bradley.
B.
Description: NEMA ICS 2, magnetic lighting contactor.
C.
Configuration: Electrically held 2 wire control.
D.
Coil Voltage: 120 volts, 60 Hertz.
E.
Poles: Four.
F.
Contact Rating: 60 amperes.
G.
Enclosure: ANSI/NEMA KCS 6, Type [1]
H.
Accessories:
1. Pushbutton: ON/OFF.
2. Selector Switch: ON/OFF/AUTOMATIC.
3. Indicating Light: GREEN.
4. Auxiliary Contacts: One field convertible.
2.3 ACCESSORIES
A.
Pushbuttons and Selector Switches: NEMA ICS 2, general duty type.
B.
Indicating Lights: NEMA ICS 2, push -to -test type.
C.
Auxiliary Contacts: NEMA ICS 2, Class A300.
END OF SECTION
MARINE CHEVROLET 16485 - 2
1270.0001.OW June 1996

SECTION 16530 - SITE LIGHTING
PART1
GENERAL
1.1
SECTION
INCLUDES
A.
Exterior luminaires and accessories.
B.
Poles.
1.2
RELATED SECTIONS
A.
Section 03300 - Cast -in -Place Concrete: Foundations for poles.
1.3
REFERENCES
A.
ANSI C78.379 - Electric Lamps - Incandescent and High -Intensity Discharge
Reflector Lamps - Classification of Beam Patterns.
B.
ANSI C82.4- Ballasts for High -Intensity -Discharge.
C.
ANSI/NFPA 70 - National Electrical Code.
D.
ANSI/IES RP-8 - Recommended Practice for Roadway Lighting.
E.
ANSI/IES RP-20 - Lighting for Parking Facilities.
1.4
SYSTEM DESCRIPTION
A.
Parking area lighting.
1.5
DESIGN
REQUIREMENTS
A.
Fixtures to match existing units. Substitutions are not acceptable. Refer to
drawings for vendor and catalog information.
1.6
SUBMITTALS
A.
Submit under provisions of the Supplementary General Conditions.
B.
Shop Drawings: Indicate dimensions and components for each luminaire which
is not a standard product of the manufacturer.
C.
Product Data: Provide dimensions, ratings, and performance data.
D.
Design Data: Include lighting calculations.
MARINE CHEVROLET 16530 -1
1270.0001.OW June 1996

E. Manufacturer's Instructions: Indicate application conditions and limitations of
use stipulated by product testing agency specified under "Regulatory
Requirements".
F. Manufacturer's Instructions: Include instructions for storage, handling,
protection, examination, preparation, installation, and starting of product.
1.7 PROJECT RECORD DOCUMENTS
A. Submit under provisions of the Supplementary General Conditions.
B. Accurately record actual locations of each luminaire.
1.8 OPERATION AND MAINTENANCE DATA
A. Maintenance Data: Include instructions for maintaining luminaires.
1.9 QUALIFICATIONS
A. Manufacturer: As shown on drawings. No substitutions.
1.10 REGULATORY REQUIREMENTS
A. Conform to requirements of ANSI/NFPA 70.
B. Furnish products listed and classified by Underwriters Laboratories, Inc.
1.11 DELIVERY, STORAGE, AND HANDLING
A. Deliver, store, protect, and handle products to site under provisions of the
General Conditions.
B. Accept products on site. Inspect for damage.
C. Protect poles from finish damage by handling carefully.
1.12 COORDINATION
A. Furnish bolt templates and pole mounting accessories to installer of pole
foundations.
PART PRODUCTS
2.1 LUMINAIRES
A. Furnish products as specified in schedule on Drawings.
B. No substitutions.
MARINE CHEVROLET 16530 - 2
1270.0001.OW June 1996

C. Ballast: Manufacturer's standard, matched to lamp characteristics, rated as
indicated on drawing.
D. Lamp: As indicated on drawing, high pressure sodium, clear.
2.2 BALLASTS
A. Furnished with fixture.
2.3 LAMPS
A. High Intensity Discharge (HID) Lamp Manufacturers:
1. Philips
2. Substitutions: Under provisions of the General Conditions.
B.
Provide lamp type specified for luminaire.
2.4 POLES
A.
Manufacturers:
1. As shown on detail on drawings.
2. Substitutions: None permitted.,
B.
Material and Finish: Aluminum - anodized clear
C.
Section Shape and Dimensions: Round Tapered.
D.
See schedule on drawings.
E.
Base: Nonbreakaway
F.
Accessories:
1. Access door.
2. Ground lug.
PART 3 EXECUTION
3.1 EXAMINATION
A. Examine excavation and concrete foundation for lighting poles.
B. Examine each luminaire to determine suitability for lamps specified.
3.2 INSTALLATION
A. Install in accordance with manufacturers' instructions.
MARINE CHEVROLET 16530 - 3
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B. Install lighting poles at locations indicated.
C. Install poles plumb. Provide shims to adjust plumb. Grout around each base.
D. Install lamps in each luminaire.
E. Bond luminaires, metal accessories and metal poles to branch circuit equipment
grounding conductor.
3.3 FIELD QUALITY CONTROL
A. Operate each luminaire after installation and connection. Inspect for improper
connections and operation.
3.4 ADJUSTING
A. Aim and adjust luminaires as directed by the Engineer.
B. Relamp luminaires which have failed lamps at Date of Substantial Completion.
3.5 CLEANING
A. Clean electrical parts to remove non-conductive and deleterious materials.
B. Remove dirt and debris from enclosure.
C. Clean finishes and touch up damage.
END OF SECTION
MARINE CHEVROLET 16530 - 4
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MCKIM & CREED ENGINEERS. PA
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