SW8940120_HISTORICAL FILE_19960126 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
4 HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
19g6 01 z(o
YYYYMMDD

State of North Carolina
Department of E, vironrnent,
HeF,ltit and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Mr. Jerry Porter
Jerry Porter Lincoln, Mercury, Isuzu
5501 Market Street
Wilmington, North Carolina 28403
Dear Mr. Porter:
LT!?FA
IT
A&4
�FEE HNFit
January 26, i996
Subject: Permit No. SW8 940120
Jerry Porter Lincoln, Mercury, Isuzu
High Density Stormwater Project
New Hanover County
The Wilmington Regional Office received the Stormwater Application for Jerry Porter Lincoln, Mercury, Isuzu on
September 29, 1995, with final information on Janaury 3, 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 940120 dated January 26, 1996, to Jerry Porter Lincoln, Mercury, Isuzu.
This permit shall be effective from the date of issuance until January 26, 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 27.447, Raleigh, NC 2761l-7447. Unless such demands are ;,iade tbb-is
pepdi. shah ue final and binding.
If you have any questions, or need additional information concerning this matter, please contact Linda Lewis, or me at
[phone].
Sincerely,
Dave Adkins
Regional Water Quality Supervisor
DA/arl: S:\WQS\STORMWAT\PERMM940120.JAN
cc: Phil Tripp, P.E.
Alan Golden, New Hanover County Inspections
Beth Easley, New Hanover County Soil Erosion
Linda Lewis
Wilmington 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 System
Permit No. SW8 940'"M
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
STATE STORMWATER MANAGEMENT PEItAUT
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
PERMISSION IS HEREBY GRANTED TO
Jerry Porter Lincoln, Mercury, Isuzu
New Hanover County
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
Environmental Management and considered a part of this permit.
This permit shall be effective from the date of issuance until January 26, 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.
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 940120
DIVISION OF ENVIRONMENTAL MANAGEMENT
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
Application Date:
Water Body Receiving Stormwater Runoff:
Classification of Water Body:
If Ciass SA, chloride sampling results:
Pond Depth:
Permanent Pool Elevation:
Total Impervious Surfaces Allowed:
Offsite Arca entering Pond:
Green Area entering Pond:
Required Surface Area:
Provided Surface Area:
Required Storage Volume:
Provided Storage Volume:
Temporary Storage Elevation:
Controlling Orifice:
PROJECT DATA
Jerry Porter Lincoln, Mercury, Isuzu
940120
New Hanover County
Mr. Jerry Porter
Jerry Porter Lincoln, Mercury, Isuzu
5501 Market Street
Wilmington, North Carolina 28403
September 29, 1995
Spring Branch
"C Sw"
N/A
6 feet
36 MSL
83,832 square feet
N/A square feet
15,364 square feet
4,832 square feet
4,977 square feet
6,933 cubic feet
7,539 cubic feet
37.35 MSL
V pipe
3

State Stormwater Management Systems
Permit No. SW8 440i20
4. No homeowner/lot owner/developer shall be allowed to fill in, alter, or pipe any vegetative practices
(such as swales or filters) shown on the approved plans as part of the stormwater management system
without submitting a revision to the permit and receiving approval from the Division.
5. 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.
In addition, the Director may determine that other revisions to the project should require a modification
to the permit.
6. 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.
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 surfaces except roads.
b. During construction, erosion shall be kept to a minimum and any eroded areas of the system will
be repaired immediately.
2. The facilities must be properly maintained and operated at all times. The approved Operation and
Maintenance Plan must be followed in it's entirety and maintenance must occur at the scheduled
intervals to maintain peak efficiency. Minimum activities to be performed include but are not limited
to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetatioa 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 DEM. The records will indicate the date, activity, name of person performing the work and what
actions were taken.
4

State Stormwater Management Systems
Permit No. SW8 940120
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. Mail the Certification to the
Wilmington Regional Office, 127 Cardinal Drive Extension, Wilmington, North Carolina, 28405,
attention Water Quality Section.
6. 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.
III. GENERAL CONDITIONS
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
Environmental Management 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 Environmental Management, in accordance with North Carolina
General Statute 143-215.6(a) to 143-215.6(c).
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
Division, such as the construction of additional or replacement stormwater management systems.
5. 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 26th day of January, 1996.
NOkTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
e _
-A—.reston Howard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit Number SW8 940120
5

State Stormwater Management Systems
Permit No. SW8 940120
Jerry Porter Lincoln, Mercury, Isuzu
Stormwater Project No. 940120
New Hanover 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.
Signature
Registration Number
Date
0

DIVISION OF ENVIRONMENTAL MANAGEMENT S & T 9598
NORTH CAROLINA STORMWATER MANAGEMENT PERMIT APPLICATION
I. GENERAL INFORMATION
1. Project Name Jerry Porter Lincoln, Mercury, Isuzu
2. Location, directions to project (include County, Address, State Road) Attach map. 5501 Market Street
3. Owner's Name Jerry Porter
313-3200
4. Owner's Mailing Address 5501 Market Street
City Wilmington State NC Zip
5. Application date December 29, 1995 Fee enclosed $
385
6. Nearest Receiving Stream Smith Creek Class It C SW"
7.Prolectdescription Paved Parking Expansion and Stone Area Expansion
II. PERMIT INFORMATION
1.Permit No.(robeflsedinbyDEM) SW8 940120
28405
2. Permit Type New
Renewal X Modification (existing Permit No.) SW8 940120
3. Project Type: _Low Density
X Detention_ Infiltration Other:_
Redevelop _General _Dir Cert
4. Other State/Federal Permits/Approvals
Required (Check appropriate bianks)
CAMA Major Sedimentation/Erosion Control X
404 Permit
III. BUILT UPON AREA (Please see NCAC 2H.1005 thru ./007 for applicable density limits)
Drainage Drainage
Breakdown of Impervious Area
Basin Basin
(Please indicate below the design impervious area)
Classification
C SW
Buildings 9600 SF
Allowable Impervious Area
83,832 SF
Streets
Total Project Area
99,196 SF
Parking/SW 74,232 SF
Proposed Impervious Area
83,832 SF
Other
% Impervious Area
84.5 %
Totals 83,832 SF
IV. STORMWATER TREATMENT (Describe how the runoff will be treated)
Detention Pond

u
VI.
VII
cc:
DEED RESTRICTIONS 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 be recorded
for the type of project applied for.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
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 recorded prior to the sale of any lot.
OWNER'S CERTIFICATION
I Jerry Porter certify that the information included on this permit
(Pleme print or type name clearly)
application form is correct, that the project will be constructed in conformance with the approved plans, that
the deed restrictions will be recorded with all required permit conditions, and that to the best of my knowledge,
the proposed project complies with the requirements of 15A NCAC 2H.1000.
1 authorize th M
person or firm to submit stormwater plans on my behalf.
12-Z9
wn r/ u orized Agent Signature and Title Date
AGENT AUTIIORIZATION (musreE compu-mD)
Person or firm name
Mailing Address
City Wilmington
Stocks & Tripp, P.C.
211 North Fifth Avenue
State NC Zip 28405
Phone [phone]
Please submit application, fee, plans and calculations to the appropriate Regional Office.
Applicant/WiRO//Central Files
Office use only
Sr'TOR
NATER
DECEIVE..
JAN 0 3 1996 D
PROJ # SW'd01 ZD

STOCKS & TRIPP, P.C.
SURVEYING AND ENGINEERING
211 North Fifth Avenue
Wilmington, North Carolina 28401
Phone:[phone] • Fax: [phone]
NCDEHNR
Division of Environmental Management
Water Quality Section
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: Jerry Porter
Wilmington, NC
Revised Stormwater Management Plan
PGT No. 9556
Dear Linda:
JAN 0 .q 1996 D
January 2, 1996
Enclosed are 2 sets of revised plans. As per your October 16, 1995
correspondence we offer the following with respect to your
comments:
1) We enclose a revised application form and $ 385.
2) We have added the 37.35 contour.
Please review for approval and contact me with any questions or
comments. Thank you.
4'nc el ,
1
Phi p G. Trip P.E.
p E C E I V E
JAN 0 3 1996 D
P R 0 J # _`1uj ER

m
��m

Aso
My

e
00
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 QUALIW SECTION Secretary
October 16, 1995
Mr. Phil Tripp, P.E.
211 North Fifth Avenue
Wilmington, North Carolina 28401
Subject: ADDITIONAL INFORMATION
Stormwater Project No. SW8 940120 Modification
Jerry Porter Lincoln Mercury
New Hanover County
Dear Mr. Tripp:
The Wilmington Regional Office received a Stormwater Submittal for the Jerry Porter Lincoln
Mercury on September 29, 1995. A preliminary review of that information has determined that the
submittal for the subject project is not complete. The following information is needed to continue the
stormwater review:
1. This is a modification to an existing Certification received after September 1, 1995,
therefore, a completed permit application and $385.00 high density fee will be required.
2. Please delineate the 37.35 contour on the plans.
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 November 16, 1995, or the submittal will
be returned as incomplete. If you have any questions concerning this matter please feel free to call me at
[phone].
Sincerely,,
O& � G�
Ms. Linda Lewis
Environmental Engineer
DA/arl: S:\WQS\STORMWAT\ADDINFO\940120.00T
cc: Linda Lewis
Central Files
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

DIVISION OF ENVIRONMENTAL MANAGEMENT
NORTH CAROLINA STORMWATER MANAGEMENT PERMIT APPLICATION
I. GENERAL INFORMATION
1. Project
2. Location, directions to project (include County, Address, State Road) Attach map
3. ,Owner's Name Phone
4. Owner's Mailing Address.
City
5. Application
Fee enclosed
6. Nearest Receiving Stream Class
7.Projectdescription
H. PERMIT INFORMATION
1. Permit No.(robefilledinbyDEM)
2. Permit Type New Renewal Modification (existing Permit No.)
3. Project Type: _Low Density _Detention_ Infiltration Other:_ Redevelop _General _Dir Cert
4. Other State/Federal Permits/Approvals Required (Check appropriate blanks)
CAMA Major Sedimentation/Erosion Control 404 Permit
III. BUILT UPON AREA (Please see NCAC 2H.1005 thru ./007for applicable density limits)
i
Classification
Allowable Impervious Area
Total Project Area
Drainage Drainage Breakdown of Impervious Area
Basin Basin (Please indicate below the design impervious area)
Proposed Impervious Area
% Impervious Area
IV. STORMWATER TREATMENT (Describe how the runoff will be treated)
Buildings
Streets_
Parking/SW
Other
Totals

V. DEED RESTRICTIONS 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 be recorded
for the type of project applied for.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
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 recorded prior to the sale of any lot.
VI. OWNER'S CERTIFICATION
I,
certify that the information included on this permit
(Please print or type name clearly)
application form is correct, that the project will be constructed in conformance with the approved plans, that
the deed restrictions will be recorded with all required permit conditions, and that to the best of my knowledge,
the proposed project complies with the requirements of 15A NCAC 2H.1000.
1 authorize the below named person or firm to submit stormwater plans on my behalf.
Owner/Authorized Agent Signature and Title Date
VH. AGENT AUTHORIZATION (musTeEcomrPLE=)
Person or firm name
Mailing Address
City State Zip
Phone
Please submit application, fee, plans and calculations to the appropriate Regional Office.
cc: Applicant/WiRO//Central Files
Office use only

ATTACIIMENT A
LOW DENSITY AND SUBDIVISION PROJECTS
GENERAL SUBMITTAL REQUIREMENTS
A completed stormwater permit application.
2. Two sets of plans showing north arrow, scale, revision date, property/project boundaries, lot lines,
proposed and existing contours, drainage areas, mean high water line, wetlands, easements, the 30'
minimum vegetated buffer between impervious areas and surface waters, proposed impervious areas,
and road cross -sections.
3. Calculations of the built -upon area, For subdivisions, please show the methodology for arriving at the
per lot built -upon area. For non -subdivision projects, please break down the calculation into buildings,
roads, parking, and other (include all impervious areas).
4. Low density projects with curb and gutter will require:
a. Drainage area delineation and swale locations shown on the plans.
b. Detail of the swale, showing minimum 5:1 side slope.
C. Velocity calculations, indicating a non -erosive flow for the 10 yr storm.
d. Inlet and outlet elevations. Maximum longitudinal slope is 5%.
e. The type of vegetated cover specified on the plans.
DEED RESTRICTION REQUIREMENTS
The following statements must be included for all low density projects, and for all subdivisions
No more than square feet of any lot, including that portion of the right-of-way between the edge
of pavement and the front lot line, shall be covered by impervious structures, including asphalt, gravel,
concrete, brick, stone, slate or similar material, not including wood decking or the water surface of swimming
pools. This covenant is intended to ensure continued compliance with the stormwater permit issued by the State
of North Carolina. The covenant may not be changed or deleted without the consent of the State.
No one may fill in or pipe any roadside or lot -line swale, except as necessary to provide a minimum driveway
crossing.
For curb and gutter projects, no one may pipe, fill in, or alter any lot line swale used to meet North Carolina
Stormwater Management Permit requirements.
NOTE If lot sizes vary significantly, the owner/developer must provide an attachment listing each lot number, size,
and the allowable built -upon area for each lot.

1WMET91 I
0 SE 2 9 1995
PHILLIP G. TRiPP, P.E.
211 North Fifth Avenue • Wilmington, North Carolina 28401
910/763.8124 • Fax [phone]
NCDEHNR
Division of Environmental Management
Water Quality Section
127 Cardinal Drive
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: Jerry Porter Stormwater Revision
D.E.M. Certification No. SW8 940120
Wilmington, NC
PGT No. 9556
Dear Linda:
September 28, 1995
Enclosed please find two sets of plans and two sets of sealed
calculations for your review and approval of a modification to the
most recent permit. we are proposing some additional marl parking
area along the rear of the property. Please review for approval and
contact us with questions or comments. Thank You.
e el ,
Phalli G. Trip E.
CC: Jerry Porter
S y 0 R Nl� VIA TER
2ECE9MED
SEP 2 9 1995
PROJ # W5 01zo

F11 1) 0 0 111 LOR F1 m
0
REVISIONS
Date Description I BY
4,
VICINITY MAP
NTS
U/
—I
W
N - � Q iU
000
.0-
���
' � v
.00
06o
do,
/
NEW MARL AREA
(42'x 105')
z
-50
EXIST IDP\ INLE� P\ -38 �a
JO
z
EXISTING FACILITIES & kv
EXISTING IMPERVIOUS AREAS
>
DETENTION EXPANSION AREA
REMOVE EXIST. ENERGY DISSIPATOR
STONE & REPLACE TO ORIGINAL
1 0 0 DIMENSIONS 0 COMPLETION OF
NEW POND EXPANSION
0
co
C\2
L h NEW ASPHALT AREA
ET
DETENTION FACILMES 77 (APPROX. 15' x 300')
v�
r P-1
0
TOP OF BANK 0)
FLOOD POOL ELEV. = 37.35
38.0
NORMAL POOL ELEV. = 36.0 E--4
BOTTOM ELEV. = 30.0
>
CQ t-
'0P
UNDISTURBED
AREA
0
.00
rJ
A\
0
A
C\2 a rZ C.
000
47CL
000 .00
LEGEND 4D
PROPOSED SPOT ELEVATION -10)
-'Sw
PROPOSED CONTOUR . ........ ..
.0-
-36-- EXISTING CONTOUR .00
S E A L
STORMWATER RUNOFF DIRECTION 17374
<
SITE PLAN
7 = .3 -0'
E C E I V E0
JAN 03 1996
PROJ # SU^
DATE 07-14-95
DESIGN PGT
DRAWN IVILH
C 1
SHEET 1 OF 1
9556

i
M
13 ITE
VICINITY MAP
NTS
m
MO`oED GETi 4,Mct4 ?oJD
TOP OF BANK• 38.0
FLOOD rODL S7.S5
NOKMJ4L 3(v.0
4;0 T m 30.0
oLrrl.Er sTPLv'Tum
h�E rS-rPrl L
LE6bND
I;;XIwwv.6ow-Dur_
��
PKDI�OS6p CDAITDLJrL
)("(PA-
EX is,-u 'r'?0r ELEVAT-ION
1'KOPO"eP -,POT ELP_WAMOIJ
LMP PED ACEA
COtJCRBfE A?EA
NOTES: - -
I. SIDEWALK THICKNESS SHALL BE <- UNLESS NOTED OTHERWISE.
2. CONTRACTION JOINTS IC.J.) SPACE SAME AS SIDEWALK WIDTH.
3. THICKEN SIDEWALK TO 6- AT DRIVEWAYS.
C. THICKEN SIDEWALK TO 6' IN LAST 3' WHERE IT ABUTS PAVEMENT
WITH NO CURB.
S. I- EXPANSION JOINT IE.J.) REQUIRED AT SO- MAX. AT SIDEWALK
JUNCTIONS, AT STRUCTURES, AND AS NOTED 014 SITE PLAN.
6. PROVIDE A LATER OF 15 1 ULM. FELT BETWEEN WALK AND ADJACENT
PARALLINC CURB OR STRUCTURE.
1. REINFORCE W/6K6-10/10 N.H.M.
10L PLAN
r 1/8" R. TOOI-EO JOIWT cJ
I 111'EYPMISIoJ JOIUr '/9 •I"DEEP w/AN
r MAT'L r 1(6' 6.Tao1FD V T C
u ;
fJ �:,
T7"TT7--Tv Kc
EYFAN SIGN JOINT [ORITRACTIOAI AX/INT BW'+-ETRDCTURE
SIDEWALK J0IMT DETAILS
1 I ur 356-u
1 INV 3Wo
PrOP MLA fJo. 2
T'oP 31a.0
1 W 3(o.3
S ITE rLAN
I"= 301
�nlR
M
l•••r
ANILW L[1!E
no% wsi rO in0..Tl.IC5
�' `�„
�i 0NC L1PL
'�E�R^
N
L_
�
vuL.
i
vLALA
`+Ne
!a
I IX]In[LLO
CURA .11
1i NOntOSI"10 In01£Ril ONIILRI
['•
I
I
t
I
I
I
Zvi ue Nnxr
1
I
vi [KP Janr
»vENepr
11 Pi-"
v.nusLe
n,Rwl n x E ,,. NAnr
I/L PER I
ON a
I[N1uISIW
AXI
}EC
z;i4aO42D ClIMME21GaL 17R1\/EWA`{
W/ 4L G j1 2E7UIzf S
t`l T s
Y/tEE / ca}Jc. sZd< - na: a'4er
SITE
WORK NOTES:
' Q
1.
THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
L.
M
FIELD CONSTRUCTION CONDITIONS.
A
A
2.
CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF
WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS AS
--`
1
TO TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS.
ZO
C)rcAt4,-4:
__
3.
CLEARING AND GRUBBING: REMOVE ALL TREES, STUMPS, ROOTS,
SHRUBBERY, ASPHALT, CONCRETE, STRUCTURES, BURIED UTILITIES,
'_/
4,cJwEL 17Lse
STORAGE TANKS, ETC. WITHIN LIMITS OF CONSTRUCTION.
gC?iLp/�- �F/LifltEO vww
4.
STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL,
=111Y=
WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
IPI=1 ' I' f
-
PL AN
I
S.
MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
Huq•F wvATat w/.---�`�.. - =
IL 2 �fii /-q/!p ndET
2O
BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
�JnaJT'
ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
A
"1t�1 ail LI _111 =1I:' srta"/N/Glw/9LiPrL
[i
�NatlI�IL '. sF�+�c�uTlnf
1[
6.
DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL BE
XJPJRYJ./fr TN3 ME P/� O" AVLZ!'/Ida�/i .+.YLJc��/aGJ/pg /N(Ei3
1
L 1
�I
REMOVED FROM SITE.
WA6F - /.J/ fv Ffo,/ 4z-AJHL/ty/:5 AAZsssA2yT rT YZUArr
CJ[cSs�NE Frs.ca.Jq /./ P?oNr 8],ET,1GTJ?E.12-1
T
7.
BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW MATERIAL
c /H'%Fi.naAJ
SECTION A -A
T
REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED
TMIs neTNAr JAI° wJ2GT FYVIsmw n JT.pLcA•,.GE ww<lE
WITH BORROW OPERATIONS.
NEA`r/ Flnt✓3 .ArtG eY„ye�Trr ,Wo 1.4/er6 AN eaarfCnW G1 CiT/
PIPE OUTLET- TO WELL DEFINED CHANNEL
/s ✓fLrskJE� >o
6.
FILL AND COMPACTION: AFTER STRIPPING, THOSE AREAS DESIGNATED TO
RECEIVE FILL SHOULD BE PROOFROLLED WITH A 10-TON VIBRATORY STEEL
ENERGY DI S S IP AT 0 R
WHEELED ROLLER TO COMPACT THE TOP 8" TO AT LEAST 981E OF MAXIMUM
DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR
EROSION CONTROL AROUND INLETS
NO SCALE
RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN,
SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP,
Ufg
as
/t0
0
eJ�\/
SO
7
r
( o0
6"min �
2-3"
L
coarse aggregate
c
4`
TEMPORARY
GRAVEL
CONSTRUCTION ENTRANCE
nts
I
/
SEE PLAN FOR PIPE ORIENTATIGN I I
CONC. COLLAR
SM OR SC. FILL MATERIAL SHALL THEN BE PLACED IN LAYERS NOT TO
EXCEED e- AND COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR
MAXIMUM DRY DENSITY (ASTM D-698), WITH THE UPPER 12 INCHES OF
SUBGRADE BEING COMPACTED TO 98% OF THE STANDARD PROCTOR MAXIMUM
DRY DENSITY. IN AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED
THE UPPER 12 INCHES OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO
AT LEAST 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE
MATERIAL IS TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER
SHALL BE WETTED IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF
THE MATERIAL IS TOO WET TO SECURE PROPER COMPACTION, IT SHALL BE
HARROWED REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT
UNTIL OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED
IN SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL
TIMES.
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
CONSTRUCT HIS WORK.
10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF
EXISTING UTILITIES DURING CONSTRUCTION.
it. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY
Alr)V vls = Acsm AND PROVIDED BY OWNER.
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION
OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE
AGENCIES AND AUTHORITIES.
14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO
NCDOT STANDARDS.
15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND
STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
REQUIREMENTS.
16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
I ' I 17. SEE REPORT DATED _, 19_ FOR
f------I-- jADDITIONAL REQUIREMENTS.
18. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
e.RruN I I Mort: CONDITION.
NOrL'U66 NNfTBX»' L _ _ _ _ _ _ L COWTAACiM MAY
d-NN }L t/l NEH U] ]RKN CONST..
BwIWp ANP cx-eN-NT •yu-n .-v 19. REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT OR
AIR, YNm'"F'. I MR COCAINE- 413 4 "RAM NECK'. INSTALL PER MANUFACTURER'S REQUIREMENTS.
Lcm rxaTo. NEAT -
y�p J��I ]t [C<E"TNIc W
t7ro INL.GNo.I PLAN- An. MT. 20. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT O n �
SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III,
FACTORY MIXED, QUICK DRYING, NON -BLEEDING. a W to EDD
Q 01 O1
PLAN
Iryy 3(p,Zj �'u21. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO I I
CCMI COLLAR •s.nTa xw[NENI - 3 HORIZONTAL. M M TO
'r-1
-T.,_. .. I I : ELEV. VARIES - �u` U M Ct It RI[S! y.i�::• 7'�!: Na MMRlaxmVEr 22. ALL DISTURBED AREAS SHALL BE GRASSED WITHIN 30 DAYS OF
MAME: 20LB DISTURBANCE. ty Z ^^
5[ f01LW: xoa Ln.
d Ed f Love: ISO LJn. -{- //��� 0101
23. ALL EROSION SMALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE
eNCCN MAaoxxr inie xNi PROJECT IS COMPLETED. V/V) � O �^�
IN
PLO. Ml1. STIT] F.o'o AT 113¢2 24. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE Z Z LLI
SHOWN ON THIS PLAN ARE NOT EFFECTIVE. Z
N O
a000 rsl canton[ I T _ - Lone MM Mau 26. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR p J =
i -N 3 0- LE_
- � ,• 'DI IA' AS SOON THEREAFTER AS POSSIBLE. OJLWT' ro "AVE ]AND TKAI. NANN0.E MINER �' IIILLL
ow raorlxB le' AN"
LEAVE ortxaN TIM, fO'u1naR E 26. CONSTRUCT THE DROP INLETS WITH PROTECTION TO ACT AS A SILT BASIN
AL WORN nM, worn nrt ions IIno.
AN rOUT SECTION a=o'MM) aAxFn DURING CONSTRUCTION.
�.7r7 27. MAINTAIN ALL MEASURES UNTIL THE PROJECT IS COMPLETE. REMOVE
erolri. uANE K • I• %r•. ACCUMULATED SILT AS NEEDED TO KEEP THEM FUNCTIONING PROPERLY. / 1
DETAI L - DROP INLET N-i ['/A' 28. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL `7!
�H. 40 PVC �.5E4,EN-1e NO }CALL Cane.N.n.eLca] rneA]TMaLRnaa PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSE- L�
Jr-�IG1� OUT.
'GALWAtJIZEO ISAK GRATFJG • IRA I/6R
•ATTACH 70 IA" A I'A A %') GALVAtJt
-MOKTOK FRAME TD TDP OF OU"rL_
TOP' ELEV. 58.0
41 �A11I
I ---T-
LN--
s: o-rEXIST,CATGN WrAN .6
INV. W ;3s74 �1•
Jrrk-H GALVANII2ED WIRE cLarH
i SMALL. O(AMETER OKIFK.E
fS MESH .= WIRE)
OUTLET 5TKUCl
6VAVELLF,D C045TizL1 -WM
EM1zAl�
COWr-E:IE DIVE MATCH
EKIST. 644DEC. AT ELSE OF FAVEMENi-
K5MOVe 5XIST GONG. c.uKB � C,UrTEK
AND V EPAIK Ah NL=CESe,,AICY
1
D[YAIL
BIDL WALK
PLAZA VAR.
SECTION
STD. MANHOLE DETAIL
i 15AKS - PASMIJ V/TYPE J-r-LIPS
GLE FRAME•
JGTUKIS
P(r`"1`O �.OBO iT0 AWM-
RESERVED "AJCLA°°f°'AENINJ,-+
W K8J.9 ' R65EN4P PAILNIJL," O
PARKING "'°B Fy/TW
-
IMLT �° ww rroa gA'B'1 c,nuM
® A
PLAID' Nvrc, ain./ wwylc[s.
o
37.35FL0Dv FooL 9"r I'°' mmWJM JW P WM AL /
'b 41'JP"80 .o
4 leo, c.R ao-n,. v. wuro
�'XZII.P. MA=OrJKY OK CONIC. F?v»r
P1,at[P ,LIeJ 8JL1N, I WACNF4-J
"3lN.o LJoKMAL POOL we .
Its Pf0}%OEM iEE~ 4w4 }OOf
P �5 • I.P.
,5
3 •-Y _• FI"11511EP (nWpE�
DOrrOM
�L41 eLEV. 3o.0 g�
I
3000- PSI Co1JGKETE M A X I M U M'
o- PENALTY ng I°°
$1 0 0 P3 =ulil
NOT[ A NOTB 1 IY?77
1/1' EKPANLIOH
1/1- EXPAK310M JOINT
L VAR. TO
SEE vLNuc•L NflL•n IN tune •/ 13L FEO 71
IO'NIN �I
iCo-X-IHo -
PLAN VIEW ('NIIEELCHAIR RAMP)
'•TYPICAL HAORaPPE17 151G,0 vrz-TAIL
7.77
VAN.A ;
SAIYALK
.' [
N 010Ea PLAZA VAR.
NOT[ a TYI. /
IETAIL SHOWING TYPICAL LOCATION OF WHEELCHAIR RAMPS,
IEDESTRIAN CROSSWALKS AND STOP BRAS FOR TEE INTERSECTION
ISOMETRIC VIEW
.PAVEMENT
I A
n•� \ �Scona
•J .
SLOPE 12
3TANDAR0 L'
CURB B GUTTER
-wAN SLOP uoEw•LK V.
IJCN 4P PTO ENLCCO li•I TOP Of I/! [NPANSIOrI'JOINT � P
/ sm[wALx WHO 1/1 rLn i �'
���sr_� 4' I2:1 �r a�
OCPn aa3CD CURB-� t�(:/>1:
LIWIf1 Of wNEELGII•IA ROJq
DUIILN LINE
SLCTIUN 0-13 SECTION A -A
wA L-EL. CHAIR 2AMP6 EA. C�EP2ESSC-p CIJRp�ACILIT�F'��• PAPPICAPPIE-0. NAPPICAPPFF-0
FITS
O O
w
v
IUPAI_...I;F
W
W
STANDARD WATER
VALVE BOX W/
O
IF
I
a
Z
OOVER AIARKEO'C4"
n
n
`
5
EAST IRON PIPE
I-
D
u
N[
W
J
u
L�
r-•
J
(/)
4" SWEEP WYE
`V
I
O
PLUG
i _
IIII
CLEAN OUT
III
IiI IIII
NO SCALE
IIIIIII
IIIIIII
(IIII
III
II
TYPE I C Nc DoT)=
I/ -
-for ad P/ amPs•
ll)
211 -E-
ABC (NGROr) �
_/ /
areas DOf1C7 /1�"6
III
III
moo/ aco four5 - r
II
�
III l_ll
IJe OK 00 Q-
ICIfa/%5
1i5 sheef i
93262
NOTE: PAVEMENT SECTION MAY VARY DEPENDING
-
UPON FIELD CONDITIONS. CDNTi;ACiOtR 514ALL_
DES, Ft3D
Cooi?DINATE. W/ OWNEK 4 GeorEC/INIcAL- ENUINEEIZ
TO DETERMINE ACTUAL PAVEMENT SECTION
-%r ciel`8,I5
DRMr1
�n i�/
KFD
VAVE�,� Mrr PFTAL
DATE 1/6./'14-
NTS
PZH CAR(
4" coNc. SIDEWALK APP- 9+ t �r�pFLSSipJ
W/ GYCo - I0/I0 - 7 a SEAL
SW S q 9vt2o ,
s o: 17374.
_,- y'
G :�<,A 4l'Gl N EE<
ASPHALT
a '°"f}, GREGOR
411 � r� (�1 14 II �y 111111 tII}[al
IGII ID)
l5 lJ LS V 1! LL
1
APR 2 1 1994
TUKN DOWN SIDEWALK --OT sw8 4otzy N rOF
s
0