OIB_13-41_ Ocean

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Issued by WiRO OIB #13-41
Ocean Isle Beach Permit Number
CAMA
MINOR DEVELOPMENT
PERMIT
as authorized by the State of North Carolina, Department of Environment,
and Natural Resources and the Coastal Resources Commission for development
in an area of environment concern pursuant to Section 113A-118 of the
General Statutes, "Coastal Area Management"
Issued to the Town of Ocean Isle Beach, authorizing development in the Ocean Hazard/High Hazard Flood (AEC)
located at 52 East Second Street, in the Town of Ocean Isle Beach, Brunswick County, as requested in the permittee's
application, dated September 16, 2013, This permit, issued on October 1, 2013, is subject to compliance with the
application and site drawing (where consistent with the permit), all applicable regulations and special conditions and
notes set forth below. Any violation of these terms may subject permittee to a fine, imprisonment or civil action, or may
cause the permit to be null and void.
This permit authorizes: replacement of an existing elevated water storage tank.
(1) All proposed development and associated construction must be done in accordance with the permitted work plat
drawings(s) dated received on 9/16/13.
(2) All construction must conform to the N.C. Building Code requirements and all other local, State and Federal regulations;
applicable local ordinances and FEMA Flood Regulations.
(3) Any change or changes in the plans for development, construction, or land use activities will require a re-evaluation and
modification of this permit.
(4) A copy of this permit shall be posted or available on site. Contact this office at 910-796-7215 for a final inspection all
completion of work.
(Additional Permit Conditions on Page 2)
This permit action may be appealed by the permittee or other qualified persons
within twenty (20) days of the issuing date. From the date of an appeal, any
work conducted under this permit must cease until the appeal is resolved. This
permit must be on the project site and accessible to the permit officer when the
project is inspected for compliance. Any maintenance work or project
modification not covered under this permit, require further written permit
approval. All work must cease when this permit expires on:
DECEMBER 31, 2016
In issuing this permit it is agreed that this project is consistent with the local Land
Use Plan and all applicable ordinances. This permit may not be transferred to
CAMA Field Representative
127 Cardinal Drive Ext.
C::�EWilmington, NC 28405

Name: Town of Ocean Isle Beach
Minor Permit OIB # 13-41
Date: October 1, 2013
Page 2
(5) All unconsolidated material resulting from associated grading and landscaping shall be retained on site by effective
sedimentation and erosion control measures. Prior to any land -disturbing activities, a barrier line of filter cloth must
be installed between the land disturbing activity and the adjacent marsh or water areas, until such time as the area
has been properly stabilized with a vegetative cover.
(6) All other disturbed areas shall be vegetatively stabilized (planted and mulched) within 14 days of construction
completion.
(7) In order to protect water quality, runoff from the construction must not visibly increase the amount of suspended
sediments in adjacent waters.
(8) The structure must set back a minimum of 60 feet from the first line of stable natural vegetation, as determined by
the DCM, the LPO, or other assigned agent of the DCM.
(9) Any structure authorized by this permit shall be relocated or dismantled when it becomes imminently threatened by
changes in shoreline configuration. The structure(s) shall be relocated or dismantled within two years of the time
when it becomes imminently threatened, and in any case upon its collapse or subsidence. However, if natural
shoreline recovery or beach renourishment takes place within two years of the time the structure becomes
imminently threatened, so that the structure is no longer imminently threatened, then it need not be relocated or
dismantled at that time. This condition shall not affect the permit holder's right to seek authorization of temporary
protective measures allowed under CRC rules.
(10) All buildings constructed within the ocean hazard area shall comply with the NC Building Code, including the
Coastal and Flood Plain Construction Standards of the N. C. Building Code, and the Local Flood Damage
Prevention Ordinance as required by the National Flood Insurance Program. If any provisions of the building code
or a flood damage prevention ordinance are inconsistent with any of the following AEC standards, the more
restrictive provision shall control.
SIGNAT DATE: Z
PEW TTEE

Locality () -,A/y /156 &A.
Permit Number 046 /3 — 7
Ocean Hazard Estuarine Shoreline ORW Shoreline Public Trust Shoreline Other
(For official use only)
GENERAL INFORMATION
LAND OWNER
Name Town of Ocean Isle Beach, Daisy Ivey Town Administrator
Address 3 W. 3rd Street
City Ocean Isle Beach State NC Zip 28469 Phone [phone]
Email
AUTHORIZED AGENT
Name Eric Williams, HDR Engineering
Address 1780 Chandler's Lane, Unit 2
City Sunset Beach
_ State NC Zip 28468 Phone [phone]
Email [e-mail]
LOCATION OF PROJECT: (Address, street name and/or directions to site. If not oceanfront, what is the name of the
adjacent waterbody.) 52 East Second Street
DESCRIPTION OF PROJECT: (List all proposed construction and land disturbance.) Replacement of Elevated Storage Tank
SIZE OF LOT/PARCEL: �20,000 square feet —0.46 acres
PROPOSED USE: Residential (Single-family Multi -family ) Commercial/Industrial Other ✓❑
COMPLETE EITHER (1) OR (2) BELOW (Contact your Local Permit Officer if you are not sure which AEC applies
to your property):
(1) OCEAN HAZARD AECs: TOTAL FLOOR AREA OF PROPOSED STRUCTURE: 0 square feet (includes
air conditioned living space, parking elevated above ground level, non -conditioned space elevated above ground level but
excluding non -load -bearing attic space)
(2) COASTAL SHORELINE AECs: SIZE OF BUILDING FOOTPRINTAND OTHER IMPERVIOUS OR BUILT
UPON SURFACES: square feet (includes the area of the roof/drip line of all buildings, driveways, covered decks,
concrete or masonry patios, etc. that are within the applicable AEC. Attach your calculations with the project drawing.)
STATE STORMWATER MANAGEMENT PERMIT: Is the project located in an area subject to a State Stormwater
Management Permit issued by the NC Division of Water Quality?
YES NC=
If yes, list the total built upon area/impervious surface allowed for your lot or parcel: n/a scfff','"ek I V E E
DCM WILMINGTON
Qrp I h `11113

HER PERMITS MAY BE REQUIRED: The activity you are planning may require permits other than the CAMA
for development permit, including, but not limited to: Drinking Water Well, Septic Tank (or other sanitary waste
Ament system), Building, Electrical, Plumbing, Heating and Air Conditioning, Insulation and Energy Conservation, FIA
tification, Sand Dune, Sediment Control, Subdivision Approval, Mobile Home Park Approval, Highway Connection, and
-rs. Check with your Local Permit Officer for more information.
kTEMENT OF OWNERSHIP:
►e undersigned, an applicant for a CAMA minor development permit, being either the owner of property in an AEC or a
;on authorized to act as an agent for purposes of applying for a CAMA minor development permit, certify that the person
!d as landowner on this application has a significant interest in the real property described therein. This interest can be
ribed as: (check one)
Ian owner or record title, Title is vested in Ocean isle Beach parcels described herein , see Deed Book
e 1233 in the Brunswick
County Registry of Deeds.
Ian owner by virtue of inheritance. Applicant is an heir to the estate of
gate was in
County.
1255
3f other interest, such as written contract or lease, explain below or use a separate sheet & attach to this application.
TIFICATION OF ADJACENT PROPERTY OWNERS:
rthermore certify that the following persons are owners of properties adjoining this property. I affirm that I have given
TUAL NOTICE to each of them concerning my intent to develop this property and to apply for a CAMA permit.
(Name)
see attached list
KNOWLEDGEMENTS:
(Address)
to undersigned, acknowledge that the land owner is aware that the proposed development is planned for an area which
be susceptible to erosion and/or flooding. I acknowledge that the Local Permit Officer has explained to me the particu-
iazard problems associated with this lot. This explanation was accompanied by recommendations concerning stabiliza-
and floodproofing techniques.
rthermore certify that 1 am authorized to grant, and do in fact grant, permission to Division of Coastal Management staff,
Local Permit Officer and their agents to enter on the aforementioned lands in connection with evaluating information
ted to this permit application.
This the 1 3th day of September 20 13
downer or person autiorized to act as hider agent for purpose of filing a CAMA permit application
s application includes: general information (this form), a site drawing as described on the back of this application, the
rership statement, the Ocean Hazard AEC Notice where necessary, a check for S100.00 made payable to the locality, and
information as may be provided orally by the applicant. The details of the application as described by these sources are
)rporated without reference in any permit which may be issued. Deviation from these details will constitute a violation of
permit. Any person developing in an AEC without permit is subject to civil, criminal and administrative actioIR E C E I V E D
DCM WILMINGTON, 1'

CAMA PERMIT
APPLIED FOR
Applicant proposes to replace/construct
PROJECT: _
COMMENTS ACCEPTED THROUGH _September 29, 2013
APPLICANT:
• - -
He& 1111
•
• - N.T.
FOR MORE DETAILS CONTACT
THE LOCAL PERMIT OFFICER BELOW:
NC Div. of Coastal Management
127 Cardinal Dr. Ext.
Wilmington, NC 28405
Holley Snider, Field Representative
910-796-7215

AEC HAZARD NOTICE
Project Is In An: V Ocean Erodible Area V/ High Hazard Flood Area Inlet Hazard Area
Property Owner: :MS&! fN CrF Ocean TS lL z cac
Property Address: _ _ 52 Eo,.s-t
Date Lot Was Platted: i -1 S �
This notice is intended to make you, the applicant, aware of the
special risks and conditions associated with development in this
area, which is subject to natural hazards such as storms, erosion
and currents. The lades of the Coastal Resources Commission
require that you receive an AEC Hazard Notice and acknowledge
that notice in writing before a permit for development can be
issued.
The Commission's rules on building standards, oceanfront
setbacks and dune alterations are designed to minimize, but not
eliminate, property loss from hazards. By granting permits, the
Coastal Resources Commission does not guarantee the safety of
the development and assumes no liability for fitture damage to
the development. Permits issued in the Ocean Hazard Area of
Environmental Concern include the condition that structures be
relocated or dismantled if they become imminently threatened by
changes in shoreline configuration. The structure(s) must be
relocated or dismantled within two (2) years of becoming
imminently threatened, and in any case upon its collapse or -
subsidence.
The best available information, as accepted by the Coastal
Resources Commission, indicates that the annual long-term
average ocean erosion rate for the area where your property is
located is 2- feet per year.
The rate was established by careful analysis of aerial photographs
of the coastline taken over the past 50 years.
Studies also indicate that the shoreline could move as much as
00 feet landward in a major storm.
The flood waters in a major storm are predicted to be about
VE 0 feet deep in this area.
Preferred oceanfront protection measures are beach nourishment
and relocation of threatened structures. I -lard erosion control
structures such as bulkheads, seawalls, revetments, groins, jetties
and breakwate►s are prohibited. Temporary sand bags may be
authorized under certain conditions.
The applicant must acknowledge this information and requirements
by signing this notice in the space below. Without the proper
signature, the application will not be complete.
9/
Applicant Sig ire Date
SPECIAL NOTE: This hazard notice is required for developmen
in areas subject to sudden and massive storms and erosion. Permit:
issued for development in this area expire on December 31 of thg
third year following the year in which the permit was issued
Shortly before work begins on the project site, the Local Permi
Officer must be contacted to determine the vegetation line an(
setback distance at your site. If the property has seen little ehang(
since the time of permit issuance, and the proposed developmen
can still meet the setback requirement, the LPO will inform yoi
that you may begin work, Substantial progress on the projec
must be made within 60 days of this setback determination, oil
the setback must be remeasured. Also, the occurrence of majo
shoreline change as the result of storm within the 60-day perioc
will necessitate remeasurement of the setback. It is importan
that you check with the LPO before the permit expires for officia
approval to continue the work after the permit has expired
Generally, if foundation pilings have been placed and substantia
progress is continuing, permit renewal can be authorized. It i,
unlawful to continue work after permit expiration.
For snore it{%rniatiorr, contact:
Local Permit O lcer
Q-1 Ca,1.'�41 EO'.
Address
_ 1�%A vi,CM
Locality
910-224,-721
Phone Number
RECEIVED
DCM WILMINGTON, NC
SEP 16 M

CERTIFIED MAIL
RETURN RECEIPT REQUESTED
September 12, 2013
MAS Properties, LLC
131 Ocean Blvd. West
Holden Beach, NC 28462
To Whom It May Concern:
This correspondence is to notify you as an adjacent landowner that the Town of Ocean Isle
Beach plans to replace their Fast End Elevated Water Tank, located on Town property at 52
East Second Street in Ocean Isle Beach, Brunswick County. The accompanying documents
depict the proposed activities.
Should you have questions or objections to this proposal, please send your written comments
to:
Ms. Holley Snider, DCM Field Officer
NC Division of Coastal Management
127 Cardinal Drive Ext.
Wilmington, NC 28405
This notification is being sent to you on behalf of the Town, to adhere to the Division of
Coastal Management's permitting requirements, per 15A NCAC 07H .1600. Thank you.
Sincerely,
Eric Williams, PE
Project Manager
RECEIVED
DCM WILMINGTON, NC
SEP 1 b .2013
HDR Engineering, Inc. of the Carolinas 1170 Chandlers Lane, Unit 2 Phone: [phone]

CERTIFIED MAIL
RETURN RECEIPT REQUESTED
September 12, 2013
Tarla Properties, LLC
10 St. James Place
Chapel Hill, NC 27514
To Whom It May Concern:
This correspondence is to notify you as an adjacent landowner that the Town of Ocean Isle
Beach plans to replace their East End Elevated Water Tank, located on Town property at 52
East Second Street in Ocean Isle Beach, Brunswick County. The accompanying documents
depict the proposed activities.
Should you have questions or objections to this proposal, please send your written comments
to:
Ms. Holley Snider, DCM Field Officer
NC Division of Coastal Management
127 Cardinal Drive Ext.
Wilmington, NC 28405
This notification is being sent to you on behalf of the Town, to adhere to the Division of
Coastal Management's permitting requirements, per I SA NCAC 07H .1600. Thank you.
Sincerely,
...
f�
Eric Williams, PE
Project Manager
REQEiVED
DCM WILMINGTON, NG
SEP 1 m 10i1,
HDR Engineering, Inc. of the Carolinas 11780 Chandlers Lane, Unit 2 ( Phone: [phone]
C,�......4 0—k Alfa OGAQG A99R Cw l04M 676 oonl

CERTIFIED MAIL
RETURN RECEIPT REQUESTED
September 12, 2013
David W. Hales, Jr.
Christy R. Hales
PO Box 356
.Bladenboro, NC 28320
To Whom It May Concern:
This correspondence is to notify you as an adjacent landowner that the Town of Ocean Isle
Beach plans to replace their East End Elevated Water Tank, located on Town property at 52
East Second Street in Ocean Isle Beach, Brunswick County. The accompanying documents
depict the proposed activities.
Should you have questions or objections to this proposal, please send your written comments
to:
Ms. Holley Snider, DCM Field Officer
NC Division of Coastal Management
127 Cardinal Drive Ext.
Wilmington, NC 28405
This notification is being sent to you on behalf of the Town, to adhere to the Division of
Coastal Management's permitting requirements, per 15A NCAC 07H .1600. Thank you.
Sincerely,
Eric Williams, PE
Project Manager
RECEIVED
DCM WILMINGTON, NC
sEP 1 b 1013 -
HDR Engineering, Inc. of the Carolinas 1780 Chandlers Lane, Unit 2 1 Phone: (910) 575MOO

CERTIFIED MAIL
RETURN RECEIPT REQUESTED
September 12, 2013
John R. Dye
Jacqueline H. Dye
4915 Lakeshore Drive
Kileen, TX 76543
To Whom It May Concern:
This correspondence is,to notify you as an adjacent landowner that the Town of Ocean Isle
Beach plans to replace their East End Elevated Water Tank, located on Town property at 52
East Second Street in Ocean Isle Beach, Brunswick County. The accompanying documents
depict the proposed activities.
Should you have questions or objections to this proposal, please send your written comments
to:
Ms. Holley Snider, DCM Field Officer
NC Division of Coastal Management
127 Cardinal Drive Ext.
Wilmington, NC 28405
This notification is being sent to you on behalf of the Town, to adhere to the Division of
Coastal Management's permitting requirements, per 15A NCAC 07H .1600. Thank you.
Sincerely,
Eric Williams, PE
Project Manager
RECEIVED
DMWILMINGTON, NC
S E P 1.62013
HDR Engineering, Inc. of the Carolinas
1780 Chandlers Lane, Unit 2 I Phone: (910) 57"800

CERTIFIED MAIL
RETURN RECEIPT REQUESTED
September 12, 2013
Denise M. DeSalvo, et als
4218 Rockbridge Road
High Point, NC 27262
To Whom It May Concern:
This correspondence is to notify you as an adjacent landowner that the Town of Ocean Isle
Beach plans to replace their East End Elevated Water Tank, located on Town property at 52
East Second Street in Ocean Isle Beach, Brunswick County. The accompanying documents
depict the proposed activities:
Should you have questions or objections to this proposal, please send your written comments
to:
Ms. Holley Snider, DCM Field Officer
NC Division of Coastal Management
127 Cardinal Drive Ext.
Wilmington, NC 28405
This notification is being sent to you on behalf of the Town, to adhere to the Division of
Coastal Management's permitting requirgments, per 15A NCAC 07H .1600. Thank you.
Sincerely,
Eric Williams, PE
Project Manager
RECEIVED
DCM WILMINGTON, NC
SEP 1 6 2013
HDR Engineering, Inc. of the Carolinas 11780 Chandlers Lane, Unit 2 I Phone: (910) 575�800
e,,.......n,.., k Kir 'IOACO Aaoc C..... /f 4M Cyr oona

CERTIFIED MAIL
RETURN RECEIPT REQUESTED
September 12, 2013
Ann D. Bulla, et als
c/o David D. Dahl
PO Box 20389
Raleigh, NC 27619
To Whom It May Concern:
This correspondence is to notify you as an adjacent landowner that the Town of Ocean Isle
Beach plans to replace their East End Elevated Water Tank, located on Town property at 52
East Second Street in Ocean Isle Beach; Brunswick County. The accompanying documents
depict the proposed activities.
Should you have questions or objections to this proposal, please send your written comments
to:
Ms. Holley Snider, DCM Field Officer
NC Division of Coastal Management
127 Cardinal Drive Ext.
Wilmington, NC 28405
This notification is being sent to you on behalf of the Town, to adhere to the Division of
Coastal Management's permitting requirements, per 15A NCAC 07H .1600. Thank you.
Sincerely,
Eric Williams, PE
Project Manager
RECEIVED
DCM WILMINGTON, NC
SEP 1 6 2.013
HDR Engineering, Inc. of the Carolinas 1780 Chandlers Lane, Unit L. 1 Phone: [phone]
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Contract Drawings For
East End Elevated
Storage Tank
HDR Project No.
425362-193466-018
N Town of Ocean Isle Beach, North Carolina
July 2013
INDEX OF DRAWINGS
GENERAL
G-01 GENERAL SYMBOLS. LEGEND 8 ABBREVIATIONS
SITE WORK
C-01 SITE PLAN ELEVATED STORAGE TANK
C-02 DISCHARGE STRUCTURE PLAN. SECTION 8 STANDARD DETAILS
C-03 STANDARD DETAILS
C-04 STANDARD DETAILS 8 EROSION CONTROL DETAILS
C-05 FINAL CIVIL SITE PLAN ELEVATED STORAGE TANK
X-01 DEMOLITION SITE PLAN
ELEVATED TANK
D-01 TANK PIPING PLAN
D-02 ELEVATED STORAGE TANK ELEVATION, DETAILS E DATA
D-03 TANK PIPING DETAILS A SECTIONS
D-04 ELEVATED STORAGE TANK DETAILS
ELECTRICAL
E-01 ELECTRICAL LEGEND 8 ABBREVIATIONS
E-02 OVERALL ELECTRICAL SITE PLAN
E-03 ENLARGED ELECTRICAL SITE PLAN
E-04 WATER TANK POWER 8 LIGHTING PLAN 8 WATER TANK ELEVATION
E-05 POWER RISER 3 SCADA WIRING DIAGRAM d ELECTRICAL SCHEDULES
E-06 ELECTRICAL. DETAILS
E-07 ELECTRICAL DETAILS
HDR Engineering, Inc.
of the Carolinas
N.C.B.E.L.S. License Number F-0116
1780-2 Chantllers lane I Sunset Beach, NC 28468
ISSUED FOR CONSTRUCTION
RECEIVED
DCM WILMINGTON, NC

Ra
—SECTION LETTER
BE
BLIND FLANGE
BFV
BUTTERFLY VALVE
FUG INDICATES DIRECTION
BLDG
BUILDING
OF SECTION CUT
BM
BENCH MARK
��-
BOT OR B/
BOTTOM
BRG
BEARING
—• SHEET WHERE
CB
CATCH BASIN
SECTION VIEW 15 LOCATED
CH
CHAMFER
CMP
IRON I PE
TION CUT MKER
AR
CORRUGATED METAL PIPE
CONT
CONTINUOUS
CONTR
CONTRACTOR
SECTION J$EB
CTO
CENTER, CENTERED
X
CTRL
CONTROL
XXX
CUFT
CUBIC FOOT
• SHEET WHERE
DEM
DEMOLITION
SECTION VIEW IS
DET
DETAIL
FIRST CUT
DI
DUCTILE IRON
DIA
DIAMETER
DIM
DIMENSION
— DETAIL NUMBS
D
DIVISION
IWI
E
EAST
—' SHEET WHERE
EA
EACH
DETAIL IS LOCATED
EL
ELEVATION
ELL
ELBOW
)ETAIL MARKER
ENCL
ENCLOSURE
EQ
EQUAL
EST
ESTIMATE
DETAIL hWj0ER
EW
EACH WAY
EXIST
EXISTING
%
EXPO
EXPOSED
XXX
FDN
FOUNDATION
REPRESENTATIVE
FLG
FLANGE
DRAWING WHERE DETAIL
FM
FORCE MAIN
WAS CALLED OUT
FT
FOOT OR FEET
FLIT
FUTURE
ELEVATION
FWD
FORWARD
IDENTIFICATION
LETTER
GPM
GALLONS PER MINUTE
J X
GIRD
GROUND
XXX
HORIZ
HORIZONTAL
HPT
HIGH POINT
• SHEET WHERE
HT
HEIGHT
POINT OF NEW MARKER
CAN BE FOUND
ID
INSIDE DIAMETER OR INTERIOR DIMENSION
IE
INVERT ELEVATION
IG
ISOLATED GROUND
SECTION, OR DETAIL CALL -OUT AND
IN
INCHES
DWN ON SAME SHEET, SHEET
INC
INCLUDING
'(-).
LACED BY A LINE
INSTL
INSTALL, INSTALLATION
LPT
LOW POINT
MATL
MATERIAL
MAX
MAXIMUM
MFR
MANUFACTURER
ELEVATION LETTER
MGD
MILLION GALLONS PER DAY
MH
MANHOLE
ARROW INDICATES
MIN
MINIMUM
PAINT VIEW
MISC
MISCELLANEOUS
N
NORTH
�• SHEET WHERE
NIC
NOT IN CONTRACT
ELEVATION IS LOCATED
NO
NORMALLY OPEN/NUMBER
NOM
NOMINAL
NOT TO SCALE
LEVATION OR PHOTO MARKER
A
OA
OVERALL
OC,O/C
ON CENTER
OD
OUTSIDE DIAMETER
OH
OVERHEAD
PED
PEDESTAL
PNT
PAINT
PSF
POUNDS PER SQUARE FOOT
TARGET ELEVATION
PSI
POUNDS PER SQUARE INCH
PSK;
POUNDS PER SQUARE INCH GAUGE
PIr
NT
PVNT
PAVEMENT
PWR
POWER
RAD
RADIUS
REF
REFERENCE
DTE DESIGNATION
REINF
RENFORCED,REINFORCING
READ
REQUIRED
REV
REVISED, REVISION
KEY NOTE NUMBER
RO
ROW
ROUGH OPENING
RIGHT OF WAY
STL STEEL-
B. ALL TIE—INS SHALL BE SCHEDULED AND COORDINATED WITH THE TOWN OF
STRL STRUCTURAL
OCEAN ISLE BEACH AT LEAST 24 HOURS PRIOR TO MAKING CONNECTION.
SUSP SUSPEND
SWD SUPPLY WALL DIFFUSER
C. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SITE SAFETY ASSOCIATED WITF
SYM SYMMETRICAL
THE WORK UNDER THIS PROJECT AND FOR COMPLIANCE WITH ALL FEDERAL,
SYS SYSTEM
STATE, AND LOCAL HEALTH AND SAFETY LAWS, CODES, REGULATIONS, AND
ORDINANCES INCLUDING BUT NOT LIMITED TO THOSE CURRENTLY MANDATED B'
TC TOP OF CURB
THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA).
TEL£ TELEPHONE
D. ANY AGREEMENT BETWEEN THE CONTRACTOR AND ADJACENT PROPERTY OWNEF
THK/TH THICK
SHALL BE MADE IN WRITING AND COPIED TO THE TOWN OF OCEAN ISLE BEAC
TS&V TAPPING SLEEVE AND VALVE
TYP TYPICAL
E. THE CONTRACTOR MAY UTILIZE ANY AREA WITHIN THE TEMPORARY FENCE FOR
UG UNDERGROUND
STAGING. ANY ADDITIONAL AREA REQUIRED FOR STORAGE AND STAGING
UON,UNO UNLESS OTHERWISE NOTED
ACTIVITIES WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.
VBX VALVE BOX
F. THE CONTRACTOR SHALL USE ADEQUATE SHORING METHODS TO ENSURE:
VERT VERTICAL
A. COMPLIANCE WITH OSHA REGULATIONS
B. PROTECTION OF EXISTING PAVEMENT AND ROAD
W WEST
SHOULDERS
WD YYOOD
C. CONSTRUCTION ACTIVITIES ARE CONFINED TO
WP WEATHERPROOF
RIGHTS —OF —WAY OR EASEMENTS AS INDICATED.
W/ WITH
G. IN THE EVENT OF DAMAGE TO EXISTING UTILITIES, CONTRACTOR SHALL STOP
W/0 WITHOUT
WORK IMMEDIATELY, TAKE NECESSARY PRECAUTIONS TO PREVENT INJURY OR
FURTHER DAMAGE AND NOTIFY PROPER AUTHORITIES. CONTRACTOR SHALL BE
RESPONSIBLE FOR RESTORING/REPAIRING ALL EXISTING STRUCTURES, CONDUIT
OR OTHER UTILITIES DAMAGED BY CONTRACTOR'S OPERATIONS AT NO COST TC
OWNER.
H. THE CONTRACTOR SHALL RECONSTRUCT ALL ROAD SHOULDERS, DRAINAGE
DITCHES AND SWALES DISTURBED BY CONSTRUCTION ACTIVITIES TO THEIR
ORIGINAL GRADE AND LOCATION, AT NO COST TO THE OWNER.
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND
REPLACEMENT OF ALL EXISTING PAVEMENTS, DRIVEWAYS, GRAVEL ROADWAYS,
PIPE CULVERTS, CULVERT HEADWALLS, FENCES, MAIL BOXES, AND
MISCELLANEOUS ITEMS WHERE REQUIRED TO COMPLETE THE CONSTRUCTION.
J. CONTRACTOR SHALL TAKE APPROPRIATE ACTION TO ENSURE THAT ACCESS TO
EXISTING RESIDENCES AND PROPERTY IS NOT IMPAIRED. CONTRACTOR SHALL
PROVIDE TEMPORARY DRIVEWAY ACCESS FOR ALL PROPERTY OWNERS
ADJACENT TO CONSTRUCTION AREAS DURING PERIODS WHEN CONSTRUCTION It
THE AREA IS IN PROGRESS.
K. PIPE JOINT DEFLECTIONS SHALL BE NO GREATER THAN 80% OF THE
MANUFACTURER'S RECOMMENDED MAXIMUM DEFLECTION- UNLESS OTHERWISE
NOTED ON THE PLANS, CONTRACTOR SHALL NOTIFY ENGINEER WHEN JOINTS C
FlTTINGS NOT SHOWN ARE REQUIRED.
L. ALL HOLES, TRENCHES, AND OTHER HAZARDOUS AREAS SHALL BE ADEQUATEL
PROTECTED BY BARRICADES, LIGHTS OR OTHER PROTECTIVE DEVICES.
M. REMOVAL OF EXCAVATED MATERIALS AND DAILY CLEANUP OPERATIONS SHALL L
PERFORMED IN COMPLIANCE WITH THE SPECIFICATIONS AND TO THE
SATISFACTION OF THE OWNER/ENGINEER. AND/OR NCDOT.
N. ALL ROCKS, BRUSH, TIMBER, AND OTHER DEBRIS THAT IS CLEARED SHALL BE
REMOVED FROM THE PREMISES AND SHALL NOT BE PLACED ON ADJOINING
LANDS, EXCEPT WHERE ARRANGEMENTS FOR SUCH PLACEMENT OR DISPOSAL
ARE MADE WITH THE APPROPRIATE PROPERTY OWNERS.
0. ALL TREE PROTECTION AND EROSION AND SEDIMENTATION CONTROLS SHALL 6
IMPLEMENTED BEFORE CONSTRUCTION COMMENCES AND SHALL NOT BE
REMOVED UNTIL RE —VEGETATION WAS BEEN ESTABLISHED.
P. THERE IS NO PAY ITEM FOR DEWATERING AND NO SEPARATE PAYMENT WILL E
MADE FOR DEWATERING. ANY DEWATERING OF THE TRENCH REQUIRED IS THE
RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE INCIDENTAL TO THE
INSTALLATION OF THE PIPE.
0. THE CONTRACTOR SHALL RECORD AND SUPPLY TO THE ENGINEER THE
FOLLOWING INFORMATION:
A. LOCATION AND ELEVATION OF ALL APPURTENANT CONNECTIONS.
B. "AS —BUILT INVERTS AND PROFILE OF CONSTRUCTED PIPELINE.
C. THE LOCATION OF ALL UTILITIES CROSSED AND THE NEW LOCATION
AND DEPTH OF ALL RELOCATED AND/OR ADJUSTED UTILITIES.
R. TOPOGRAPHIC SURVEY WAS PROVIDED BY TOMPKINS LAND SURVEYING.
INFORMATION WAS BASED ON MAD 83 AND NGVD 1988.
GENERAL NOTES:
1. THIS IS A STANDARD SHEET SHOWING COMMON
SYMBOLOGY. ALL SYMBOLS ARE NOT NECESSARILY USED
ON THIS PROJECT_
RECEIVED
2. SCREENING OR SHADING OF WORK IS USED TO
EXISTINGPRO COMPS o
DCM WILMINGTON, N
PROPINDICATE
O CTEA9ZE
PROPOSED IMPROVEMENTS TO HIGHLIGHT SEI.ECIID
TO H GH
TRADE WORK. REFER TO CONTEXT OF EACH SHEET
FOR USAGE.
SEP 1 6 2013

SEE
. ... "I-
5. EXISTING TELECOMMUNICATION PLATFORMS TO REMAIN.
6. EXISTING WATER TOWER WILL REMAIN UNDER THIS PROJECT.
p
FUTURE PROJECT WILL ADDRESS EXISTING TANK DEMOLITION.
g
7. PROTECT SURROUNDING PROPERTIES FROM DAMAGE DURING
PROJECT.
8. PROVIDE CONTINUOUS ACCESS TO TOWN OF OCEAN ISLE
BEACH, BRUNSWICK COUNTY, ATMC AND VERIZON
�" - - -- -
----- -
- _
-
PERSONNEL TO ALLOW FOR MAINTENANCE OF EXISTING
FACILITIES.
9. REMOVE ALL TREES AND SHRUBS AT SITE.
"
10. EXISTING FACILITIES TO REMAIN IN SERVICE UNLESS
OTHERWISE NOTED.
KEY NOTES:
- -
O SHEET 0-01 FOR CONTINUATION PROVIDE VERTICAL
12- INLLI/OUILLI
PIPING
-
BENDS AS NECESSARY. COORDINATE PIPE INSTALLATION
12• GATE
I
WITH PILE PLACEMENT.
OFENCE.
SEE SHEET C-04, DETAIL 1 AND SPECIFICATION
28.00'
52.00'
SECTION 02444.
—8-X12' RJ
REDUCER
-
-
2
O3
INSTALL RESTRAINED COUPLING TO CONNECT NEW PIPING
1
I
TO EXISTING PIPING. VERIFY SIZE AND TYPE OF EXISTING
12' 22.5
EXISTING EDGE
5
0
PIPING PRIOR TO ORDERING COUPLINGS TO ENSURE
BEND
OF GRAVEL DRIVE J
p
0
PROPER M. PROVIDE THRUST BLOCK BEHIND TEE.
6.25'
CONCRETE PILL C
O4
AFTER NEW TAW HAS BEEN PLACED IN SERVICE, REMOVE
MSL
_
-' t
TOC = 7.50
RESTRAINED COUPLING. INSTALL RESTRAINED CAP.
0
12' 22.5'
1' SUMP
PROVIDE CONCRETE BLOCKING IN ACCORDANCE WITH
DETAIL 5 ON SHEET C-03.
n
BEND�I
1
DISCHARGE
- - _ -
•.
i
OS
5' SIDEWALK. TIE TO PILE CAP. ELEVATION OF SIDEWALK
40
6.83'
I
_
ADJACENT TO PILE CAP TO BE 6.83' MSL. GRADUALLY
'
MSL
SLOPE TO EXISTING GRADE AT END POINT.
CENTER
NK
EXISTING PROPANE TATO BE RELOCATED.
- _
-
CONNECT FENCE
TO EXISTING FENCE
I
-
DISTANK
(SEE HARGNLHIEADWALLSHEEC-02)
O
EXISTING GENERATOR TO BE RELOCATED.
I I
7.25
MY
10
I 8' 90' BEND
O
NK CONCRETE PAD FOR PROPANE TAAND GENERATOR.
1
SEE SHEET C-04, DETAIL S.
l
-
O
FENCE TWITH OWNER WHEN
-
5.00
IS RE�-EDCOORDINATE
I'
I
8' DIP I
I
10
CENTER OF DISCHARGE HEADWALL TO BE:
-
_
I
OVERFLOW/ }
I
N: 51194.49
TANK DRAIN T
E: 2172459.32
-
8' 90"
PROVIDE POSITIVE
VERTICAL
DRAINAGE AROUND
BEND
__ TANK. TYP.
IT
I
I
a
/
�►�
8
i
0
-
•.. .
t, --
SEE SHEET D-02
-
FOR CONTINUATION
I
I I
CONNECT FENCE TO 7
- - EXISTING FENCE
I
I I
RECEIVED
DCM WILMINGTON, NC

i S FLAP VALVE
8' OVERFLOW/
TANK DRAIN
A
I I
I I m
1" SUMP
I DISCHARGE
I
3,
J
e'
° 2"
6'
D
8 FLAP
II OVERFLOW/
ALVE
I I TANK DRAIN
SEE RIP RAP
ELEV. 7.0
DETAIL THIS iv
SHEET
12'
ELEV. 6.0
D o
D
8'
—3" CLR.
FLANGED —PLAIN END
WAIL SLEEVE, TAPPED
;5 BARS DEFORMED BARS
FOR
RMSTUDS. Pli�DE
12' CENTERS (MAX)
SS ESH SCREEN AND
FLANGED FLAP VALVE
SECTION A -A
DISCHARGE HEADWALL DETAIL i1
NOT TO SCALE
�^ TO CONTROL
PANEL
JUNCTION BOX W/
DISCONNECT
FULL PORT BALL VALVE
1' PUMP DISCHARGE
SEE SHEET D-01 E 12"0 2" CAST IRON GRATE,
FOR CONTINUATION NOS 1213 OR APPROVED EQUAL
CAST BASIN TO ACCEPT GRATE.
ELECTRICAL
CONDUIT AND WIRING CHECK VALVE
I :' -
jl UNION
SUBMERSIBLE 24' BELOW FINISHED
SUMP PUMP FLOOR
HIGH AND LOW
14 NOTES: 1'-0" SQ. LEVEL FLOATS
1. INTERIOR OF CONCRETE FLOOR SHALL SLOPE TO FLOOR DRAIN.
2. COORDINATE PUMP AND PIPING INSTALLATION WITH OTHER TRADES.
PROVIDE CLEARANCE FOR PROPER OPERATION.
3. SEAL WATER TIGHT AROUND ALL PIPE/CONDUIT PENETRATIONS-
4. PROVIDE MYERS MODEL SSM331 SUMP PUMP WITH VERTICAL SWITCH, OR EQUAL
5. PUMP SHALL HAVE MANUAL OPERATION CAPABILITY.
6-STEEL REINFORCEMENT NOT SHOWN FOR CLARITY.
FLOOR DRAIN/SUMP DETAIL
NOT TO SCALE
ONE LAYER OF EROSION
CONTROL FABRIC
4--0' NOTE RIPRAP TO EXTEND
MIN. 9' FROM DISCHARGE
PAD.
RIPRAP DETAIL n
NOT TO SCALE
:-,EIVED
DCM WILMINGTON, NC
S E P 1 6 2013

-T
9 1/2"
1 -0 1/2
WATER
J
PLAN
6 15/16"
3"
') 1 1�
16" 5/8" 5 7/16"
.) (TYP )
6 11/16"
SECTION D-D
/ 2
I— UNDISTURBED
q BA
+;• ,I I I CONC.
I�q
- BEND
FOR DEPTH B
SECTION - PLUG
SEE PLAN FOR LENGTH A
� GRADE
HSTURBED
#5 BENT BARS
PIPE ENCASEMENT
REINFORCING TABLE, UNO
PIPE
SIZE
STIRRUPS
BOTTOM &
SIDE BARS
3"-14"
#3012
3-14
16"-20"
/3012
4-f4
;EE PLAN 14 0 2-
CLR. 1 4" MIN.
i
COMPACTED
GRANULAR FILL
BOTTOM
OF SUB
-UE
iF
z
5
— WNI .
NOTE- 4 f 4 CONT. FOR PIPE ENCASEMENT
SUB REINFORCING NOT SHOWN FOR CLARITY. 36 ID & SMALLER
FOR USE WHERE DEPTH D (##) IS FOR USE WHERE DEPTH D (**) IS
LESS THAN 4'-0". GREATER THAN OR EQUAL TO 4'-0"
ATTACHED TO SLAB DETACHED FROM SLAB
CONCRETE ENCASEMENT DETAIL
NOT TO SCALE
BLOCKING DIMENSIONS
PIPE SIZE
A
B
UP TO 10"
4' - 0"
2' - 6'
1' - 6"
12" TO 16"
5' - 0"
4' - 0•
2' - D"
18" TO 24"
8' - 0"
6. - 0"
3' - 0"
q UNDISTURBED Sol _
I Fa�l�l l
-I I
BACKF0.1
CONIC. BLOCKING _
-) �- B
NOTES:
1.
2500 P.S.I. CONC.
2.
REMOVE LOOSE EARTH AND POUR
AGAINST
UNDISTURBEDSOIL.
UNDISTURBED SOIL
3.
BACKFILL TO DOSTING/FINLSH GRADE AFTER
— TEE
SECTION — BEND & TEE
4.
CONCRETE.
CONCRETE SHALL NOT COVER FLANGES, BOLTS,
FOR DEPTH B
SEE PLAN FOR A
LENGTH
MEGA -LUGS, RODS, ETC.
RECEIVED
DCM WILMINGTON, NC
S E P 1 6 2013

I{ {r
FILTER FABRIC
SEE NOTE 1
f }
L.I
tJ
NOTES: l�
1. FABRIC TO BE ANCHORED IN THE
TRENCH WITH 3/4' CLEAN STONE
AT LEAST 8' DEEP.
2. POSTS TO BE MIN. OF 2'-0'J--
IN GROUND. -
3. BRACE POSTS WHERE NECESSARY.
4. ATTACH FABRIC TO WIRE WITH
STAPLES OR METAL RINGS- /
5. POST SHALL BE 2 1/2" DIA. ROUND PRESSURE
TREATED
1.E OR METAL T' POST
WEIGHING 1.33 LB. PER LINEAR FOOT.
2'x 4' GALVANIZED
WOVEN WIRE
14 GAGE x 14 GAGE
00
0 )
SILT FENCE DETAIL n
NOT TO SCALE
in r, 15'-0' LONG x 3'-6" WIDE
-H OC 7.50' MSL
,^^—FINISHED
GRADE
u � i 1
II 1 1 I I IbllalrKll; PI L� RIFa1 1"l Il I IF==Il l IF�I 4OMPACTED $4®12OC
SUBGRADE
PROPANE AND GENERATOR CONCRETE PAD r
3/4^ - 1--0' 1 C-ol
B. INSPECT ALL EROSION AND SEDIMENT CONTROL DEVICES ON A ROUTINE
BASIS AND IMMEDIATELY FOLLOWING ANY RAINFALL
C- PERFORM ALL NECESSARY MAINTENANCE ON EROSION AND SEDIMENT CONTROL
DEVICES UNTIL A VEGETATIVE COVER IS ESTABLISHED. REPAIR AND REPLACE
ALL DETERIORATED MATERIALS.
D. ESTABLISH TEMPORARY REVEGETATION OF CRITICAL AREAS IMMEDIATELY.
E. STABILIZE ALL SPOIL AREAS.
F. INSTALL ALL PERMANENT EROSION AND SEDIMENT CONTROL DEVICES.
G. PROVIDE PERMANENT GROUND COVER AS SPECIFIED.
H REMOVE TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES AND
MEASURES UPON COMPLETION OF PROJECT.
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE/EXIT DETAIL n
NOT TO SCALE
RECEIVED
DCM WILMINGTON, NC
S E P 1 6 2013

24.00'
PROPOSED PROPOSED LIMITS PROPOSED
LANDSCAPING AREA ALL WEATHER ACCESS LANDSCAPING AREA
DRIVE
LET/OUTLET-
I
_ I
J
$
PROPOSED LIMITS
-
-------
I ALL WEATHER ACCESS
12" 22.5'
DRIVE
BEND
38.00
CONCRETE PILE CAP
�EXISONG EDGE
-
TOC = 7.50
o
OF GRAVEL DRIVE.
�..
ct
12' 22.5- BEND-----
1' SUMP
I
DISCHARGE
I I
I
TAN!( CENTER
-
DISCHARGE HEADWALL
2 - I
(SEE DETAIL 1. SHEET C-02)
8W BEND'
�114.00
I
8' DIP I I
OVERFLOW/
TANK DRAIN
-
e' 90'
PROVIDE POSITIVE
VERTICAL
DRAINAGE AROUND
.1
BEND j I
- - TANK, TYP.
ALLOW FOR MAINTENANCEvOF EXISTING FACLLTOES ..�� .V
SPECIFIC NOTES:
1. SEEDING SHALL 13E PERFORMED IN ALL AREAS EXCEPT FOR
LANDSCAPE AREAS AND ALL WEATHER ACCESS DRIVE.
FINAL SEEDING SHALL BE BERMUDA GRASS (HULLED)
BETWEEN APRIL 15TH AND AUGUST 31ST-
2. TEMPORARY SITE STABIUZATION SHALL BE PERFORMED IF
SITE WORK DOES NOT COINCIDE WITH FINAL SEEDING TIMES.
TEMPORARY SEEDING SHALL BE OATS AND WINTER RYE
(GRAIN).
1 I VARIES - SEE PLAN
I 0RFACIw
SEE SHEET D-02 00000000000
2' MIN.
OwO0000FOR CONTINUATION 00000000000O 00 00 O
0000 0000004'MIN.
24.00' I 1
PROPANE TANK/
GENERATOR PAD SEE NOTE 2
wBGRADE
PROTECT EXISTING WOOD -
PRIVACY FENCE o I NOTES,
o I 1. SURFACING TO BE AGGREGATE BASE COURSE. SEE NCDOT SPECIFICATIONS
DIVISION 5 AND DIVISION 10.
-
- - 2. PROVIDE A LAYER OF MIRAFl 600X BELOW SURFACING.
ALL WEATHER ACCESS DRIVE _DETAIL
NO SCALE rI -- ti' . � I !V�
LLCM WILMINGTON, NC
SEP 1 6 1013

ALLOW FOR MAINTENANCEy OF, EXISTING FACILITIES. V
5. SEE SHEET C-05 FOR PROPOSED SITE WORK ELEMENTS.
5_
24 v
c- —rt ---
—1 RU -,,SEG LIM -S PF C:
c ALL WEATHER ACCESS
IC-T-P--- ... _.
J
t I
R/W
— 2 mac-- � I
v,
ALL MEATII�P
_I
EOUFME NT BOLDING AND
—SLAB TO BE OEMOLISFiED
,l I E7(aTNlIG FENCING AROUND — ---
I 1 ,
Yloif J' �, T PLATFORM TO REMAIN
/✓�/- f'i�/Y - t i�i�.-� rARGE HFAn We•..
-
VE PROPANE SEE 'Ic AIL
_ �w ►. I i _ 1, �-=-�-- I ' _. -
NCRETE PAD
Ny { }
rTrrrrr
PI F ORV t-- — — - VERTICAL - ✓ T.
.TJ.
REMOVE WOODEN
GENERATORI�'
STRUCTURE .. ..
/ llll�PA E TANK'
EAD
i - - — ,,,, , ,.te=TT. �--- --f-:ht
EXISTING WOOD
RECEIVED
PRIVACY FENCE ACM WILMINGTON, NC
TO REMAIN
UP 1 6 A 13

ATION
—12"
IHo'
TANK PIPING PLAN
1/4' 1'...0'
BSCHARGE
IEADWALL)
- w
E SHEET C-01
CONTINUATION
VN
LL)
OENCASE PIPE IN CONRETE AS SHOWN IN
DETAIL 3, SHEET C-03, UNDERNEATH
FOUNDATION SLAB AND A MINIMUM OF 1'
BEYOND OUTER EDGE OF SLAB. THIS PIPING
AND APPURTENANCES ARE TO BE INCLUDED
IN THE LUMP SUM ITEM FOR THE INTERIOR
PIPING AND VALVES.
RECEIVED
DCM WILMINGTON, NC
SEP 1 6 2013

ON
BAR
REMC
SILT
RISER PIPE
REMOVABLE SILT STOP DETAIL
NOT TO SCALE
OFFSET LADDER
PINTERMEDIATE
LATFORM
GUARDRAILS
OFFSET LADDER DETAIL ii
NOT TO SCALE
TANK SCHEDULE
S�
DESCRIPTION
LATE
OA
TOP OF SLAB AND FOUNDATION ELEVATION
ELEV. 7.50
OB
BOTTOM CAPACITY LINE ELEVATION
ELEV. 99.22
OC
TOP CAPACITY LINE ELEVATION
ELEV. 131.72
OD
TOP CAPACITY LINE DIMENSION
124.22'
OE
HEAD RANGE DIMENSION
32.50'
FO
TANK CAPACITY
250.ODO GALLONS
OG
INLET/OUTLET PIPE SIZE
12" DIAMETER
OOVERFLOW
PIPE SIZE
8' DIAMETER
JO
OVERFLOW/TANK DRAM) AND VALVE SIZE
8" DIAMETER
L. LLLYAILU INVR P u rWrIlH9- VC- -
CONSTRUCTION MUST BE IN ACCORDANCE WITH
NC BUILDING CODE AND AWWA D100-11 AND
ACI 318.
3. PROVIDE ADEQUATE FREEBOARD TO INSURE ROOF
PROJECTIONS AND PAINTER'S RAILS REMAIN
ABOVE THE MAXIMUM WATER ELEVATION.
4, SEE THE SPECIFICATIONS FOR STEEL TANK
COATING REQUIREMENTS.
5, ELEVATIONS BASED ON MEAN SEA LEVEL. NGVD
1988.
C�
28'-0"
GUARDRAILS PER OSHA AND SPECIFICAIIUN.
3O INSTALL A REINFORCED CONCRETE SLAB
(6" MINIMUM) ON COMPACTED GRANULAR FILL,
PROVIDE 1/2" PREFORMED EXPANSION JOINT
MATERIAL BETWEEN SLAB AND FOUNDATION.
SAWCUT CONTROL JOINTS 1 1/2" DEEP AT
MAXIMUM 20 FEET O.C. SLOPE TOP OF SLAB
1/8" PER FOOT TOWARD FLOOR DRAIN FOR
DRAINAGE. REINFORCE AS REQUIRED.
AS OPTION, PILE CAP MAY BE CONTINUOUS
ACROSS CENTER.
OOVERFLOW SYSTEM SHALL BE DESIGNED TO
ACCOMMODATE MAXIMUM FILL RATE PER THE
SPECIFICATIONS.
OSEE ELECTRICAL PLANS FOR DETAILS ON
PANEL BQARDS, LIGHTING, OUTLETS AND
RECEPTACLES.
OROOF HATCH SHALL BE FT TED WITH A SOLID
WATERTIGHT COVER WHICH OVERLAPS THE FRAMED
OPENING AND EXTENDS DOWN AROUND THE
FRAME AT LEAST TWO (2) INCHES AND HAS A
LOCKING DEVICE.
OMINIMUMSLOPE ON DRAIN PIPE SHALL BE 1/4"
PER FOOT.
OTRANSITION FROM STEEL TO DIP ABOVE FINAL
GRADE.
OTOP OF DRAIN PIPE AT 90' BEND SHALL BE
10.0' MSL PLACE BEND SUCH THAT THERE IS
NO INTERFERENCE WITH FOUNDATION, NO CLOSER
THAN 2 FEET FROM OUTER EDGE OF
FOUNDATION.
10 TELECOMMUNICATION CONDUITS NOT SHOWN IN
ACCESS TUBE FOR CLARITY. SEE ELECTRICAL
PLANS FOR CONDUIT DETAILS.
EQUATOR
NOTES:
I. TNEMEC PAINT COLOR CODES FOR THE OCEAN ISLE BEACH LOGO ARE AS
FOLLOWS:
TEXT AND BACKGROUND: IMPERIAL BLUE (PL17)
SHELL- LIGHT BLUE
SEA OATS: GOLDEN
2. THE OWNER WILL SELECT THE LOCATION OF THE LOGO ON THE TANK
3. ALL DIMENSIONS ARE ARCS.
4. SEE SPECIFICATION 09905 FOR COATING REQUIREMENT. RECEIVED
TOWN LOGO DETAIL DCM WILMINGTON, NC
NOT TO SCALE -

IN
TEE NOTE
JOR /
12"0 INLET/OUTLET
(TO TANK)
SEE NOTE 2
8'0 OVERFLOW
(FROM TANK) STEELDUCTILE
IT
1
IRON
IRON
8' RESTRAINED
TRAM
COUPLING
I
12" RESTRAINED FLANGED
COUPLING ADAPTER
12" BUTTERFLY
VALVE (TYP 2)
12" 99 ELBOW
12'x12'x12" TEE—,
FINISHED FLOCR
L +.
MJxMJ. SEE PLAN
FOR ORIENTATION�i
12"
(FROM IRAN,
- 12'0 PROCO STYLE
240 AV/NN EXPANSION
JOINT W/ CONTROL RODS,
OR EOUAL
12"xB" TEE
z
8' BFV
o I (SEE NOTE 3) I / SEE DETAIL 2
SHEET C-02
-STEEL 10'-0" MIN.
ALTITUDE
VALVE
FILL
I
SEE NOTE 5
0
PIPE
1' SKIP I SUPPORT (TYP.)
DISCHARGE
a
I I
I I I JOINT SWILL BE
L RESTRAINED BY^••.•
NO AND BELOW SLAB
E RESTRAINED BY MEGALUG
BASED ON TANK �I� i( I -12" J. SEE PLAN
ELBOW
4ENDATIONS. v FOR I O
I FOR ORIENTATION
'ERATOR.
PIPE
?AP PIPE WITH 1/2" ENCASEMENT
1L (SEE SPECIFICATION
4L JOINT USING A
ELASTOMERIC S POLE CAP IS UUTTILIZED, NT SECTION
4- IS NOT REOUIRED. 1/2"=1'-0 1D-01
12-0 EXPANSION
JOINT
12'x8' TEE —
I
DRAIN/DRAFT 12"xl2"xi2"
BASE TEE
12" SPOOL
PIECE 12' BFV
12" CHECK
12'0 FLxFL VALVE
PIPE - ?' .
�-SUPPORT (TYP.) - _ ' '
1
SECTION %1
1 /2-=1'-0 1 D-01
SECTION it
RECEIVED
DCM WILMINGTON, NC
I�FP 1 6 2M

"A"
L
I 30" DIA. MIN.
SECTION "A - A"
AINPROOF ROOF MANHOLE
OR TANK INTERIOR ACCESS
)T TO SCALE
4 - A"
,13LL HAW
TANK ROOF
42" HIGH HANDRAIL
(PAINTED STEEL)
r-INTERMEDIATE RAIL
TOE BOARD
L
NOTES: NK TOP OF TA
1. PROVIDE HANDRAIL APPROXIMATELY 20' IN DIAMETER.
2. CENTER AROUND ACCESS TUBE ROOF HATCH.
3. PROVIDE ATTACHMENT LOCATIONS FOR ANTENNAS.
ANTENNA CORRALMANDRAIL
TANK ROOF
PRESSURE VENT i31
NOT TO SCALE
VTANKSHELL
C4,C6 OR C8 (TYP.)
6"
11
TANK SHELL
"A" 3'-6" MAX. "A"
I
d
----- ---------------- CHANNEL SUPPORT
--------------------
x 6" LONG
TELECOM\-UNI STRUT
CABLES (TYP.) SECTION "A - A" BOLTED TO CHANNEL FLANGE
(MAX SPACING 10')
NOTES:
1. PROVIDE THE NUMBER OF SUPPORTS ON THE INTERIOR OF
THE CONE, SHAFT AND ACCESS TUBE AS SPECIFIED FOR CABLES.
2. LOCATION OF SUPPORTS SHALL BE DETERMINED BY THE TANK
CONTRACTOR TO AVOID INTERFERENCES.
LE SUPPORT i1
0

NORMALLY OPEN LIMIT SWITCH,
CLOSE ON REACHING LIMIT
OGO
NORMALLY CLOSED LIMIT SWITCH,
PER UTILITY
OPEN ON REACHING LIMIT
o--�--0
FIELD WIRING EXTERNAL TO CONTROL PANEL
INTERLOCK, X INDICATES TYPE
TYPES:
E - ELECTRICAL
M - MECHANICAL
OFF
K - KEY
HAND j AUTO
XOO
3 POSITION SELECTOR SWITCH, MAINTAINED CONTACTS,
UNLESS OTHERWISE NOTED, 2 POSITION SIMILAR
�Sa OOX
NORMALLY OPEN PUSHBUTTON, MOMENTARY
CAVE DEVICE
O O
CONTACT UNLESS OTHERWISE NOTED
OHO
NORMALLY CLOSED PUSHBUTTON, MOMENTARY
CONTACT UNLESS OTHERWISE NOTED
y�
INDICATING LIGHT. X INDICATES LENS COLOR
PUSH TO TEST INDICATING LIGHT, X INDICATES
LENS COLOR
LENS COLORS:
R - RED Y - YELLOW
G - GREEN W - WHITE
B - BLUE A - AMBER
USEDTYPE Y
O
USED
TRANSFORMER
SELECTOR SWITCH
_LAY
PB
PUSHBUTTON
IC
INSTRUMENTATION/CONTROL DEVICE
CONTROL PANEL INTEGRAL OR PROVIDED WITH
N.O.)
ASSOCIATED EQUIPMENT
(N.C.)
CONTROL PANEL WITH DISCONNECT SWITCH INTEGRAL OR
PROVIDED WITH ASSOCIATED EQUIPMENT
' RELAY CONTACT,
QJ
JUNCTION OR PULL 80X
IG AFTER COIL IS
_
PANELBOARD (25OV TO 60OV)
AY RELAY CONTACT,
NG AFTER COIL IS
®
PANELBOARD (LESS THAN 250V)
' RELAY CONTACT.
NG AFTER COIL IS
ELECTRICAL EQUIPMENT ENCLOSURE: SWITCHBOARD,
MOTOR CONTROL CENTER, CONTROL PANEL OR OTHER
EQUIPMENT AS INDICATED
AY RELAY CONTACT,
IC AFTER COIL IS
O
PHOTOCELL
RE SWITCH,
LIRE
YYYY�'�f X
'z'
CEILING/PENDANT MOUNTED LUMINAIRE -HID,
M Y
COMPACT FLUORESCENT OR INCANDESCENT
TURE SWITCH,
YY X
WALL MOUNTED LUMINAIRE - HID, COMPACT
IRE
r3,( Y
FLUORESCENT OR INCANDESCENT
-,H.
E X
Y
CEILING/PENDANT MOUNTED FLUORESCENT
1
FIXTURE
CEWX
WALL MOUNTED FLUORESCENT FIXTURE
(ITCH,
Y
®
SC
CEILING/PENDANT MOUNTED FLUOREENT
Y
FIXTURE NORMAL./EMERGENCY
9Tm X
WALL MOUNTED FLUORESCENT FIXTURE
T'Y
NORMAL/EMERGENCY
1zlX
EMERGENCY LIGHT FIXTURE, 2 ATTACHED HEADS
Y
AS SHOWN
IX
Y
EMERGENCY LIGHT, REMOTE MOUNTED HEAD
FIXTURE SCHEDULE
Y - INDICATES CIRCUIT NUMBER FROM PANELBOARD
z - INDICATES CONTROLLING SWITCH (IF REQUIRED)
$Y
X
TOGGLE SWITCH
SUBSCRIPTS
:
X - INDICATES TYPE
NONE NONE - SINGLE POLE
3 - THREE-WAY
4 - FOUR-WAY
HP - TOGGLE SWITCH, HORSEPOWER RATED
K - KEY SWITCH
TE - MANUAL MOTOR STARTER WITH THERMAL ELEMEM
P - PILOT LIGHT
L - LIGHTED HANDLE
Y - INDICATES CONTROLLING SWITCH (IF REQUIRED)
SPECIAL PURPOSE RECEPTACLE AS DEFINED ON PLANS
®
PLUG-IN RECEPTACLE STRIP, QUANTITY AND SPACING OF
RECEPTACLES AS NOTED OR SPECIFIED
N
TELECOMMUNICATIONS OUTLET JUNCTION BOX
toX
QUAD -DUPLEX RECEPTACLE, TWO NEMA 5-20R
Y
UNDER COMMON COVER PLATE
..A X
Y
DUPLEX RECEPTACLE, NEMA 5-20R
�X
Y
SIMPLEX RECEPTACLE, NEMA 5-20R
SUBSCRIPTS:
X - INDICATES TYPE
GFCI - GROUND FAULT CIRCUIT INTERRUPTER
WP - WEATHERPROOF WHILE -IN -USE
Y - INDICATES CIRCUIT NUMBER FROM PANELBOARD
-0
CONDUIT TURNING UP
0
CONDUIT TURNING DOWN
HOME RUN TO PANEL, 2 #12, 1 /12G IN
3/4-C UNLESS OTHERWISE NOTED
CIRCUIT RUN BETWEEN DEVICES EXPOSED IN
NON -ARCHITECTURALLY FINISHED AREAS,
CONCEALED IN ARCHITECTURALLY FINISHED
AREAS. CONDUIT AND CONDUCTOR SIZES SHALL
BE THE SAME AS THE HOMERUN FOR THE
CIRCUIT
- - - - - -
CONDUIT RUN BETWEEN DEVICES CONCEALED IN
NON -ARCHITECTURALLY FINISHED AREAS OR
UNDER FLOOR SLAB. CONDUIT AND CONDUCTOR
SIZES SHALL BE THE SAME AS THE HOMERUN
FOR THE CIRCUIT.
CIRCUIT HASH MARKS (WHEN INDICATED), LONG,
SHORT, SINGLE DOT AND DOUBLE DOT
REPRESENT PHASE, NEUTRAL, EQUIPMENT
GROUND AND ISOLATED EQUIPMENT GROUND
RESPECTIVELY. #12 IN 3/4- CONDUIT UNLESS
OTHERWISE INDICATED
--�
CIRCUIT CONTINUATION
CONDUIT STUBBED OUT AND CAPPED
CONDUIT TAG OR CIRCUIT NUMBER -WIRE AND
v—\�—
CONDOR SITE AS SPECIFIED IN CIRCUIT
SCHEDULE ON THE SHEETS
FAA
FIRE ALARM ANNUNCIATOR
FACP
HIE ALARM CONTROL PANEL
FIRE ALARM MANUAL PULL STATION
CR
FIRE ALARM CONTROL RELAY
OFIRE
ALARM CONTACT, FLOW SWITCH
OFIRE
ALARM CONTACT, TAMPER SWITCH
OFIRE
ALARM CONTACT, PRESSURE SWITCH
OLIMIT
SWITCH
RISE AND FIXED TEMP
R - RATE OF RISE
F - FIXED
DD
ALARM BELL
01
ALARM HORN
ALARM FLASHING UGHT
ALARM BELL AND FLASHING LIGHT
�-,���I
COMBINATION UNIT
EI Y C
ALARM HORN AND FLASHING LIGHT
•
COMBINATION UNIT
SUBSCRIPT
NONE - GENERAL ALARM DEVICE
F - FIRE ALARM DEVICE
- -
GROUND CABLE
O
GROUND ROD
GENERAL NOTES-
1. THIS 15 A STANDARD ELECTRICAL SYMBOLS SHEET.
ALL SYMBOLS MAY NOT BE USED ON THIS PROJECT.
2. IN GENERAL CONDUIT ROUTING IS NOT SHOWN ON THE PLANS. TH.
CONTRACTOR SHALL BE RESPONSIBLE FOR ROUTING ALL CONDUITS
INCLUDING THOSE SHOWN ON ONE -LINES AND HOME RUNS. SEE
SPECIFICATIONS FOR CONDUIT INSTALLATION REQUIREMENTS.
CONDUIT ROUTINGS AND STUB -UP LOCATIONS THAT ARE SHOWN
ARE APPROXIMATE, EXACT ROUTINGS SHALL BE AS REQUIRED FOR
EQUIPMENT FURNISHED.
3. WHEN BRANCH CIRCUITS ARE NOT SHOWN ON THE PLANS THE
CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUITS AND
CONDUCTORS REQUIRED. CONDUIT AND CONDUCTOR SIZES SHALL
BE THE SAME AS THE HOMERUN FOR THE BRANCH CIRCUIT.
4. SCREENING OR SHADING OF WORK IS USED TO INDICATE
EXISTING COMPONENTS OR TO DE-EMPHASIZE PROPOSED
IMPROVEMENTS TO HIGHLIGHT SELECTED TRADE WORK. REFER
TO CONTEXT OF EACH SHEET FOR USAGE.

ELEV. 5,9 ;..M5.� •.V�Min�
NAVE G8
. $$- 99 9S ,fle 7
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a81DEflVAiX'
KEY NOTES:
_� --- SS---- SS Oj RELOCATE EXISTING GENERATOR. SEE SHEET E-03 FOR
NEW LOCATION.
Cry
t� 6�--- UGE GE-
1 i
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PROPOSED ROUTE
FOR UTILITY
ol'�' III
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IALE5. DAVID W, JR
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R I D
L ELECTRICAL SITE PLAN iT1
O2 RELOCATE EXISTING PROPANE TANK. SEE SHEET E-03 FOR
NEW LOCATION.
O EXISTING BACKBOARD IN EXISTING SCADA ENCLOSURE WILL
BE RELOCATED BY BRUNSWICK COUNTY TO THE NEW SCADA
ENCLOSURE LOCATED IN THE NEW WATER TANK.
O RELOCATE THE RACK HOUSING THE REPEATER FOR THE
TOWN'S RADIO SYSTEM AND ASSOCIATED COMPONENTS TO
THE EQUIPMENT RACK /2 LOCATED IN THE NEW WATER
TANK. COORDINATE RELOCATION WITH THE TOWN OF OCEAN
ISLE BEACH.
RECEIVED
DCM WILMINGTON, NC
S E P 1 6 2013

KEY NOTES:
O PROVIDE 6#14, 1-1/2"C FROM GENERATOR TO ATS
LOCATED ON EQUIPMENT RACK /2 IN NEW WATER TANK.
OZ PROVIDE 12-5-C UNDERGROUND CONDUITS FOR VERIZON
CABLES. PROVIDE LONG RADIUS SWEEPS FOR ALL CONDUIT
BENDS.
OPROVIDE 10-5"C UNDERGROUND CONDUITS FOR ATMC
CABLES. PROVIDE LONG RADIUS SWEEPS FOR ALL CONDUIT
BENDS.
RECEIVED
DCM WILMINGTON, NC
-r _ �FP 1 6 2613

J 1�
ERMEDIATE
4TFORM /
11 SPACE 4:
TO VERIZOI,
— — 7,
WATER TANK POWER AND LIGHTING PLAN
3/8- = 1-0- -
BOX WffH METAL WEATHERPROOF WHILE -IN -USE
COVER.
METAL CHANNEL SUPPORTS FOR CABLES AND
CONDUIT ROUTED TO THE TOP OF THE WATER
TANK WILL BE MOUNTED 3' AFF FOR THE FIRST
ROW, 10' AFF FOR THE NEXT ROW AND 10
FEET ON CENTER FOR REMAINING ROWS UP TO
THE TOP OF THE WATER TANK.
PROVIDE UNISTRUT SUPPORT FOR CABLES AND
CONDUITS ROUTED FROM EQUIPMENT RACK TO
THE METAL CHANNELS PROVIDED BY TANK
PROVIDER.
PROVIDE 3-1'C FOR SCADA WIRING TO SCADA
ENCLOSURE. PROVIDE 2-1'C SPARE STUBBED
UP AT EQUIPMENT RACK. SEE SCADA WIRING
DIAGRAM FOR WIRE SIZES.
PROVIDE TWO LRM-1200 OUTDOOR RATED
CABLES, AND ONE CAT6 UTP CMR CABLE
ROUTED FROM SCADA ENCLOSURE TO THE
ANTENNA CORRAL.
PROVIDE NEW SCADA ENCLOSURE THAT MATCHES
THE EXISTING SCADA ENCLOSURE DIMENSIONS
AND MANUFACTURER LOCATED IN THE EXISTING
EQUIPMENT BUILDING. PROVIDE COMPONENT
KNOCK OUTS ON THE FACE OF THE NEW SCADA
ENCLOSURE TO MATCH THE COMPONENT KNOCK
OUTS ON THE EXISTING SCADA ENCLOSURE
BRUNSWICK COUNTY WILL INSTALL SCADA
BACKBOARD IN NEW ENCLOSURE. BRUNSWICK
COUNTY WILL MAKE ALL WIRE AND CABLE
TERMINATIONS IN THE SCADA ENCLOSURE.
RADIO EQUIPMENT RACK RELOCATED FROM
EXISTING EQUIPMENT BUILDING. PROVIDE ALL
NECESSARY BRACKETS AND COMPONENTS TO
SUPPORT THE RADIO EQUIPMENT RACK ON
EQUIPMENT RACK #2. COORDINATE RELOCATION
OF RADIO EQUIPMENT RACK WITH THE TOWN OF
OCEAN ISLE BEACH.
METAL CHANNEL SUPPORTS PROVIDED BY TANK
PROVIDER WILL BE INSTALLED 8 FEET ON
CENTER MOUNTED 10' AFF. PROVIDE UNISTRUT
TO SUPPORT LIGHTS AND CONDUIT FROM METAL
CHANNEL SUPPORTS.
METAL CHANNEL SUPPORTS SHOWN FOR
COORDINATION ONLY. COORDINATE FINAL
LOCATION WITH TANK PROVIDER. SEE DETAIL
6/D-04 FOR MORE INFORMATION. SEE
GENERAL NOTE 4.
PROVIDE UNOSTRUT TO SUPPORT THE CABLES
AND CONDUITS FROM THE METAL CHANNELS
PROVIDED BY TANK PROVIDER.
STUB UP CONDUITS 6' ABOVE CONCRETE
FLOOR. SEE DETAIL 2/E-07.
\fl M-1 RJ .IUQ lT I.V KLIG aUrrvKi WnK
UNISTRUT.
10 PROVIDE 3' STACK FOR ALL WIRES AND CABLES
ENTERING THE SCADA ENCLOSURE.
11 SEE DETAIL 6/D-04 FOR MORE INFORMATION.
12 PROVIDE 2/1 MP. TRAY RATED CABLE ROUTED
TO ULTRASONIC SENSOR AT TOP OF THE TANK.
DCM WILMINGTON, NC
nrn , G r, i"7

E I 240/120V
3R 1 PH, 3W
100A BUSS
70A MCB
ICLOBURE: NEMA 3R
DURING: SURFACE
)CATION: TOWER LOWER LEVEL
DAD (VA)
IECH MISC
DESCRIPTION
CKT
NO.
WILING
PHASE NRIIT. GIM COMD.
TANK RECEPTACLES
2
12
12
12
314-
600
SGADA PANEL
4
12
12
12
3(4'
RACK RECEPTACLE
6
12
12
12
31C
400
RADIO EQUIPMENT
6
12
12
12
3I4"
SPARE
10
SPARE
12
SPARE
14
SPARE
16
SPARE
16
SPARE
20
SPD
22
21
NOTES'
• REFER TO RISER DIAGRAM
'• MIBC DEMAND INCLUDES 2�9` 6
OF LARGEST MOTOR KVA
PHASE BALANCE
NE VOLTS
PHASE A (KVA)
3
:D AMPS
PHASE B (KVA)
1
APS
SCADA WIRING DIAGRAM
LIGHTING FIXTURE SCHEDULE
GS�S
lAMR
6ALlAA
Q7N
TYPE
WATTS
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1. OBIPLIMNCE WITN NORM CAROLIA GOCML STA7111E 139-3S R13"MI). TIEIANFAI:RREL MO SELF Nll®LL iRplOm p1HEAf10YESa®fAE ARE LM O -T7D DENOTE TIEQNALM
APOMO CFPRMUCF OESREDTOMEErWE SCHWUID RB:?L=BRS AND 00 POT LESS WrW COWTNACIOR TO A96MC NINO, PAM wNiACR)REt ORSiECW1CNME;TET RRELISD ONLY
SLTFaHH MDCOWEY7IE SAL ST R& TYPE, OORACIER AND QLwm OF PRmOCTOESRE)7D PffTTE S0 EOLAMREQLIM®DL. LQUYMHQNOOICTSMAYE AC®TA9E. 96RMi1R
WIEtIMS, TES, OR EQOPPEW OFEQU OR EQLVALINTOESM SHALE Si81IflED70 TE E6R®I FORAPPOVAL OR DISAPPROVAL PRIOR TOTE OPEIP OF ADS: SLID4 APFOWE OR
SAPPROPIR9WL EINMEBYTE ENS PRIOR TOTL£ OPENING OF IDS.
2. CDTORhCPOR L9RRITPOPOS®9m7IRIMS 70TWOMMER FOR BANAMTIONTNW(IMDAYS PRIG[ 7DOPE1MOF MS.
IF CONRLICTOCORSETIAA®NTEPEATRES LSUD MTE SCH®UID REQDR116I3 AIDILIEFFATRS AWAEARE FOR ALSIEDNANIFNCURENAERB, TE SOEDIAM UIROMS VKL
P^° R E C
IVED
DCM WILMINGTON, NC
CFP 1 6 All

hm..
1. CONSTRUCT RACK PER DETAIL 3/E-06.
EQUIPMENT RACK #2 ARRANGEMENT n
NTS E-04
FlTfING, TYPICAL
EQUIPMENT
L
ANGULAR
MOUNTED
F"NG
TO MODULAR
TYPICAL
-DOUBLE
STRUT
MODULAR
90' ANGLE
6' MIN,
STRUT
FTTTING
6' TYPICAL
.
FINISH GRADE I 3'_6•
EQUIPMENT PAD OR MINIMUM
1•_11'
MINIMUM
STRUCTURAL SUB
STRUCTURAL
,R
TIES
).C.
EXPANSION ANCHORS, #4012 EACH WAY ' J-
TYPICAL
CENTERED
12"
DIA.
MOUNTING ON CONCRETE
NOTES:
1.
PAD MOUNTING ON EMBEDDED POSTS
COMBINED EQUIPMENT LOADS PER 36' SPAN SHALL NOT
EXCEED 500 LBS.
2.
PROVIDE GROUNDING FOR OUTDOOR INSTALLATIONS_
3.
MODULAR STRUT WIDTH: 1 5/8'.
4.
RACK ASSEMBLY MATERIAL: STAINLESS STEEL
5.
ANCHORS: STAINLESS STEEL. 1/2' DIAMETER, 3 1/2'
EMBEDMENT.
6.
PROTECT SURFACES WITH DISSIMILAR MATERIALS.
7.
REPAIR CUT ENDS AND DAMAGED SURFACES.
8.
PROVIDE MINIMUM 3' CONCRETE COVER OVER ALL REINFORCING.
MODULAR EQUIPMENT
RACK (TYPICAL) n
NTS
RECEIVED
DCM WILMINGTON, NC
S E P 1 6 2013

FINISHED U. i.u�ru .
m GRADE AS REQUIRED
I I I I FINISHED
n GRADE
6" MAXIMUM
CONDUIT CONTINUATION IN MANUFACTURED ELBOWS
BACKFTL.L OR CONCRETE DUCTBANK
DUCTBANK AS REQUIRED
NOTE
1ETAIL FOR ADDITIONAL REQUIREMENTS. 1. SEE DUCTBANK DETAIL FOR ADDITIONAL REQUIREMENTS.
:S CONDUIT AS INDICATED IN THE SPECIFICATIONS. 2. PROVIDE PVC -RCS CONDUIT AS INDICATED IN THE SPECIFICAIIONS.
ADILIS (6X) ELBOWS WHERE INDICATED.
ITION TO ABOVE CONDUIT TRANSITION TO
ABOVE GRADE, EXTERIOR TO
,R TO INTERIOR (TYP.) EXTERIOR (TYP.)
NTS
CONCRETE ENCASED CONCRETE ENCASED
5" SPARE 1.5 0 07.5" SPARE
' S�0 SO
O O
ION 'B' SECTION 'C'
E-03 NTS
< z
w WARNING TAPE m
o EARTH BACKFLL OR <
z CONCRETE ENCASEMENT w z
AS MCATED ON PLANS
.NDTE�.t:% -
�a r
z
3" MINIMUM
io
3" MINNAUM 6' 3" MINIMUM
MINIMUM
NOTES:
1. NUMBER OF CONDUITS AS REQUIRED FOR THE APPLICATION,
2. P SUBSCRIPT ELECTRICAL POWER OR CONTROL CONDUIT.
3. C SUBSCRIPT COMMUNICATION (TELEPHONE. DATA.
INSTRUMENTATION) CONDUIT.
4. PROVIDE 3" MINIMUM COVER ON EACH SIDE OF CONDUITS ENCASED
IN CONCRETE.
CONDUIT DUCTBANK SECTION
(DIRECT BURIED OR
CONCRETE ENCASED) n
NTS
RECEIVED
DCM WILMINGTON, NC
SEP 1 6 2013