WQ0044933_More Information Received_20240212

Initial Review
Reviewer
nathaniel.thorn burg
Is this submittal an application? (Excluding additional information.) *
Yes No
If not an application what is the submittal type?* Annual Report
Residual Annual Report
Additional Information
Other
Permit Number (IR) * W00044933
Applicant/Permittee Town of Holly Springs
Email Notifications
Does this need review by the hydrogeologist? * Yes No
Regional Office
CO Reviewer
Admin Reviewer

Submittal Form
Project Contact Information
Please provide information on the person to be contacted by NDB Staff regarding electronic submittal, confirmation of receipt, and other correspondence.
Name* Emily Koncz
Email Address*
[e-mail]
Project Information
Application/Document Type*
New (Fee Required)
Modification - Major (Fee Required)
Renewal with Major Modification (Fee
Required)
Annual Report
Additional Information
Other
Phone Number*
9195572933
Modification - Minor
Renewal
GW-59, NDMR, NDMLR, NDAR-1,
N DAR-2
Residual Annual Report
Change of Ownership
We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form.
https://edoes.deq.nc.gov/Forms/NonDischarge_Monitoring_Report
Permit Type:*
Wastewater Irrigation
High -Rate Infiltration
Other Wastewater
Reclaimed Water
Closed -Loop Recycle
Residuals
Single -Family Residence Wastewater
Other
Irrigation
Permit Number:*
WQ0044933
Has Current Existing permit number
Applicant/Permittee Address*
128 S Main St. Holly Springs NC
Facility Name*
Duke Operation Center / Cinder Station Rd. RWDL
Please provide comments/notes on your current submittal below.
At this time, paper copies are no longer required. If you have any questions about what is required, please contact Nathaniel Thornburg
at [e-mail].
Please attach all information required or requested for this submittal to be reviewed here.
(Application Form, Engineering Plans, Specifications, Calculations, Etc.)
Response to comments WQ0044933 Duke Operation
88.05M B
Center Cinder Station Rd. pdf
Upload only 1 PDF document (less than 250 MB). Multiple documents must be combined into one PDF file unless file is larger
than upload limit.
* By checking this box, I acknowledge that I understand the application will not be accepted for pre -review until the fee (if required) has
been received by the Non -Discharge Branch. Application fees must be submitted by check or money order and made payable to the
North Carolina Department of Environmental Quality (NCDEQ). I also confirm that the uploaded document is a single PDF with all parts
of the application in correct order (as specified by the application).
Mail payment to:
NCDEQ — Division of Water Resources
Attn: Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Signature
(�virtlf ��sz
Submission Date 2/12/2024

Town of Holly Springs Utilities and Infrastructure
Department
MEMORANDUM
DATE: February 12, 2024
TO: Elton Luong, NC DEQ
FROM: Kendra Parrish
RE: WQ0044933 — Duke Operation Center / Cinder Station Rd. RWDL
In response to the Additional Information Request. Please see the answers below and
documents attached. Thank you.
RESPONSES:
G. Engineering Plans:
1. Per 15A NCAC 02U .0201(c)(1), please submit Engineering Plans to
the requirements of Form: RWDL 06-16.
RESPONSE: Please see attached
H. Specifications:
1. Per 15A NCAC 02U .0201(c), please submit Specifications to the
requirements of Form: RWDL 06-16.
RESPONSE: Please see attached
I. Engineering Calculations:
1. Per 15A NCAC 02U .0201(c), please submit Engineering Calculations
to the requirements of Form: RWDL 06-16.
RESPONSE: Please see attached
cc:
Emily Koncz, Utility Permitting Specialist, Town of Holly Springs
Rachel Jones, Utility Engineer, Town of Holly Springs
Patrick Covil, PE, McAdams
Correspondence: 42169
0102-GEN Rev 10/13/21

DowSigR Envelope ID:96D2EE9A.2EE14DEE-BE1E-BfiE6FF62824C
1
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OWNER
1
C\E ROAD
EGIN
VICINITY MAP
DUKE ENERGY
411 FAYETTEVILLE ST
RALEIGH, NC 27601
ENGINEER:
KIMLEY-HORN AND ASSOCIATES, INC.
300 MORRIS ST.
SUITE 200
DURHAM, NC 27701
BRYAN VICKERY, P.E.
919.653.2905
[e-mail]
2905 MERIDIAN PARKWAY
DURHAM, NC 27713
BRANDON FINCH
CINDER STATION ROAD
EN CONSTRUCTION DRAWINGS
PROJECT
(WAKE COUNTY)
NOT TO SCALE
E_ TO F �SR 1D149) RD
INDEX OF SHEETS
SHEET NO.
DESCRIPTION
RO.00
TITLE SHEET
RO.01
PROJECT NOTES
RO.02
CONVENTIONAL SYMBOLS
R1.00
TYPICAL SECTIONS
R1.01 THRU R1.02
DETAILS
R1.03
EXISTING CONDITIONS
R2.00
PLAN VIEW
R2.01
PROFILE
R2.02
INTERSECTION SIGHT DISTANCE
R2.03
INTERSECTION SIGHT DISTANCE - TICE
R2.04
INTERSECTION SIGHT DISTANCE - TICE PROFILE
R2.05
GRADING PLAN
R3.00
TRAFFIC CONTROL PLAN
R4.00
SIGNING AND MARKING PLAN
R4.01
SIGNING DETAIL
R5.00
EROSION CONTROL PHASE 1 PLANS
R5.01
EROSION CONTROL PHASE 2 PLANS
R5.02 THRU R5.04
EROSION CONTROL DETAILS
R6.00 THRU R6.05
ROADWAY CROSS SECTIONS
C2.00
OVERALL SITE PLAN
C4.00
OVERALL UTILITY PLAN
C7.00
PLAN AND PROFILE - SANITARY SEWER MAIN W
C7.01
PLAN AND PROFILE - SANITARY SEWER MAIN'A'
C7.02
PLAN AND PROFILE - WATER MAIN - CINDER STATION ROAD
C7.03
PLAN AND PROFILE - RECLAIM WATER - CINDER STATION ROAD
C8.03
WATER DETAILS
C8.04
WATER DETAILS
C8.05
RECLAIM WATER DETAILS
C8.09
SANITARY SEWER DETAILS
C8.10
SANITARY SEWER DETAILS
C9.00
STORMWATER CONTROL MEASURE PLAN VIEW
C9.01
STORMWATER CONTROL MEASURE DETAILS
C9.02
STORMWATER CONTROL MEASURE DETAILS
C9.03
STORMWATER CONTROL MEASURE LANDSCAPE PLAN
1
2
LOCATION: WOODS CREEK ROAD (SR 1154)
APPROX 8400" EAST OF FRIENDSHIPS ROAD (SR 1149).
WOODS CREEK ROAD (SR 1154) APPROX
5000" WEST OF OLD HOLLY SPRINGS APEX ROAD (SR 1153).
END PROJECT
-Y1- Sta. 23 + 76.54
Construction Drawings
Approval Date: 12/06/2023
Approved By: J. smith
HOLLY
SPRINGS
Development Services
Approval of these plans does not relieve developer/owner from
responsbility of construction in accordance with town board approvals,
ordinances, policies, and/or construction standards and specifications.
Issuance of Plan Approval does not constitute approval to commence
grading and utility installation activities onsite. These activities may take
place only after the required preconstruction meeting has been held
and all permits have been issued.
Water Permit #:
Wastewater Permit #:
Reclaim Permit #:
Conditions of Approval:
1) Off site water, sewer, and reclaim facilities are needed to serve this project
and are not completed and accepted by the Town at the time of approval of this
plan. These facilities must be completed. The Town is not responsible for
completion of off site water, sewer, and reclaim facilities, and will not guarantee
completion of such facilities by any other party. No plats or building permits
will be issued by the Town until all necessary on and off site water, sewer and
reclaim infrastructure is completed.
Akno
AP EX ROAD
HOLLY SPR1I 53)
TO OLD (SR
_-
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N� / wet
uyillJl�
BEGIN PROJECT
-Y1- Sta. 10+41.93
_ -4 7 1
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BEFORE YOU DIG
S T 0 P
CALL 1 800 632-4949
N.C. ONE -CALL CENTER/
3
This document, together with the concepts and designs presented
herein, as an without written authorization and adaption by
Kimley-Horn and Associates, Inc. shall be without liability to
Kimley-Horn and Associates, Inc. for which it was prepared. Reuse
of and improper reliance on this document instrument of service, is
intended only for the specific purpose and client.
IG
IF
E
ME
PROJECT QUANTITIES
PAY ITEM
LENGTH
PROPOSED WATER MAIN (6" DIP)
51 LF
PROPOSED WATER MAIN (8" DIP)
78 LF
PROPOSED WATER MAIN (12" DIP)
1300 LF
l�
PROPOSED SANITARY SEWER (2" FORCE MAIN)
1287 LF
PROPOSED SANITARY SEWER (8" GRAVITY MAIN)
1052 LF
RECLAIMED WATER MAIN IS" PVC)
1430 LF
PROPOSED STREET
1332 LF
PROPOSED 4" CONCRETE SIDEWALK
2468 LF
PROPOSED GREENWAYS
135 LF
I certify that these plans were prepared and that this project shall
be constructed in accordance with the following plans, the latest
edition of the Engineering Design and Construction Standards of
the Town of Holly Springs and other applicable Town ordinances
and policies. The Engineer whose seal and signature appear
below certifies that the Town of Holly Springs Engineering Design
and Construction Standards have been thoroughly reviewed for
i
GRAPHIC SCALE
25 0 50
PLANS
25 0 50
PROFILE (HORIZONTAL)
5 0 10
PROFILE (VERTICAL)
applicability to this particular protect.
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
4 5 6 7 8 9
111111111
A
DRAWING NO.
C F D-XXXX-XX-XXXX
DUKE
ENERGY®
MAILING ADDRESS:
MARK B. FRANKLIN
JUL -DUKE ENERGY ACCOUNT
410 S. WILMINGTON STREET
RALEIGH, NORTH CAROLINA 27602
Safety Expectations:
o
Reduce Risk
Remove Exposures to Hazards
Reinforce Safe Behavior
The lohn b,r,,g ams , S,it, 500
621 Hillsborough Street, Suite 500
Raleigh, NC 27603
Phone [phone]
fax [phone]
license number: 1111,
MCADAMS www.mcadamsco.com
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034365
SEAL nuuf. ,,
Kimley)))Horn
© 2022
300 S MAIN ST, HOLLY SPRINGS, NC 27540, SUITE 212
PHONE: [phone]
WWW.KIMLEY-HORN.COM
NC LICENSE (/: F-0102
CAR
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SEAL ///II li�i1\9/1/2023
DUKE ENERGY PROGRESS
HOLLY SPRINGS OPERATION
CENTER AND TRAINING FACILITY
WOODS CREEK ROAD/WOODFIELD
HOLLY SPRINGS, NC. 27539
CINDER STATION ROAD
CONSTRUCTION DRAWINGS
9
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PROJECT NO:
DRAWING NUMBER
C F D-XXXX-X-XXXX
ELECTRONIC FILE C0001.DWG
DRAWN BY: LICK
CHWDBY: BTV
E-MAIL: [e-mail]
CLUSIVE
THIS De.' sEou�o o STR THE
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Co
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SHEET TITLE:
TITLE SHEET
SHEET NO.
R0.00
E1 SIZE DWG: PLOT SIZE (30x42)

ID:%D2EE9A-2EE1-4DEE-BE1E.B6E6FFB2824C
1
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3
4
5
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7
8
9
GENERAL
NOTES
GRADING
PAVING/CURBING
H
I.
WORK IN THIS PROJECT SHALL CONFORM TO THESE PLANS, THE LATEST EDITIONS OF THE NORTH
H
CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) ROAD AND BRIDGE SPECIFICATIONS, THE NCDOT
I.
THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED SURFACING AT
I.
WHERE PROPOSED CURB AND GUTTER TIES TO EXISTING CURB OR CURB AND GUTTER, A TRANSITION
ROAD AND BRIDGE STANDARDS, THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK,
GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES MAY BE ADJUSTED AT THEIR
OF 10' SHALL BE MADE TO CONFORM TO THE EXISTING HEIGHTS AND SHAPES.
THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS, TOWN OF HOLLY SPRINGS
BEGINNING AND ENDING AND AT STRUCTURES AND EXISTING PAVEMENT AS DIRECTED BY THE
SPECIFICATIONS, AND GENERAL DESIGN STANDARDS. IN THE EVENT OF CONFLICT BETWEEN ANY OF
ENGINEER IN ORDER TO SECURE A PROPER TIE-IN.
2.
BEFORE ANY EARTHWORK IS DONE, THE CONTRACTOR SHALL STAKE OUT AND MARK THE LIMITS OF
THESE STANDARDS, SPECIFICATIONS, OR PLANS, THE MOST STRINGENT SHALL GOVERN UNLESS
PAVEMENT AND OTHER ITEMS ESTABLISHED IN THE PLANS. THE CONTRACTOR SHALL PROVIDE ALL
OTHERWISE NOTED IN THESE PLANS.
2.
REFER TO EROSION CONTROL SHEETS FOR CLEARING LIMITS AND TEMPORARY EROSION CONTROL
NECESSARY ENGINEERING AND SURVEYING FOR LINE AND GRADE CONTROL POINTS RELATED TO
DEVICES TO BE INSTALLED PRIOR TO COMMENCING CONSTRUCTION.
EARTHWORK.
2.
ALL CONSTRUCTION SHALL CONFORM TO TOWN OF HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTIONS STANDARDS.
3.
EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED
3.
ALL PAVEMENT SUB GRADES SHALL BE SCARIFIED TO A DEPTH OF 8 INCHES AND COMPACTED TO
WHEN AND AS NECESSARY, AND SHALL BE CHECKED AFTER EVERY RAINFALL. SEEDED AREAS SHALL
A MINIMUM DENSITY OF 100 PERCENT OF ASTM D-I557 DENSITY AT OPTIMUM MOISTURE CONTENT
3.
THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL JOBSITE SAFETY, INCLUDING BUT NOT
BE CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RESEEDED, AND MULCHED AS
UNLESS OTHERWISE SHOWN ON THE CONSTRUCTION PLANS OR AS DIRECTED BY THE GEOTECHICAL
LIMITED TO TRENCH SAFETY, DURING ALL PHASES OF CONSTRUCTION.
NECESSARY TO OBTAIN A DENSE STAND OF GRASS.
ENGINEER. FILL SHALL BE PLACED AND COMPACTED IN MAXIMUM 8" LIFTS. IN AREAS WHERE ROCK
IS ENCOUNTERED AT FINAL SUB GRADE ELEVATION, THE EXPOSED ROCK SHALL BE TOPPED WITH A
4.
THE LOCATION AND SIZE OF EXISTING UTILITIES AS SHOWN IS APPROXIMATE ONLY. THE
4.
ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE, AND AS SHOWN ON THESE PLANS. THE
LEVELING COURSE OF SANDY CLAY OR CLAYEY SAND (P.I. BETWEEN 4 AND 15) AS NEEDED TO
CONTRACTOR IS RESPONSIBLE FOR HORIZONTALLY AND VERTICALLY LOCATING AND PROTECTING ALL
CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. IN
PROVIDE A SMOOTH SURFACE FOR PAVING.
G
PUBLIC OR PRIVATE UTILITIES (SHOWN OR NOT SHOWN) WHICH LIE IN OR ADJACENT TO THE
ADDITION TO THE MEASURES SHOWN IN THESE PLANS, THE CONTRACTOR SHALL USE INTERIM SILT
G
CONSTRUCTION SITE. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION
FENCES, DIVERSION DITCHES, BERMS, OR OTHER METHODS AS REQUIRED TO DIRECT DRAINAGE AS
4.
THE CONTRACTOR SHALL CLEAR AND GRUB THE SITE AND PLACE, COMPACT, AND MOISTURE
ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE NORTH CAROLINA ONE -CALL UTILITIES LOCATION
SHOWN ON THESE PLANS, TO BEST UTILIZE THE EROSION CONTROL DEVICES IN PLACE, AND TO
CONDITION ALL FILL PER THE PROJECT GEOTECHNICAL ENGINEER'S SPECIFICATIONS. THE FILL
SERVICE (ULOCO) AT 1-800-632-4949 FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE
PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT PROPERTIES.
MATERIAL TO BE USED SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO
SITE.
CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL EROSION, CONSERVATION, AND
PLACEMENT.
5•
THE CONTRACTOR SHALL SALVAGE AND PROTECT ALL EXISTING POWER POLES, SIGNS, MANHOLES,
SILTATION ORDINANCES. CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL DEVICES
UPON COMPLETION OF PERMANENT DRAINAGE FACILITIES AND THE ESTABLISHMENT OF A STAND OF
5.
ALL CURB JOINTS SHALL EXTEND THROUGH THE CURB. MINIMUM LENGTH OF OFFSET JOINTS AT
TELEPHONE RISERS, WATER VALVES, ETC. DURING ALL CONSTRUCTION PHASES. THE CONTRACTOR
GRASS OR OTHER GROWTH TO PREVENT EROSION.
RADIUS POINTS IS 1.5 FEET. ALL JOINTS SHALL BE SEALED WITH JOINT SEALANT.
SHALL REPAIR, AT HIS OWN EXPENSE, ANY EXISTING UTILITIES DAMAGED DURING CONSTRUCTION.
5.
GRADING CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANIES FOR ANY REQUIRED UTILITY
6.
TESTING OF MATERIALS REQUIRED FOR THE CONSTRUCTION OF THE PAVING IMPROVEMENTS SHALL
6.
TRAFFIC MANAGEMENT ON PUBLIC STREETS IS THE RESPONSIBILITY OF THE CONTRACTOR AND
ADJUSTMENTS AND/OR RELOCATIONS.
BE PERFORMED BY AN APPROVED AGENCY FOR TESTING MATERIALS. THE NOMINATION OF THE
SHALL BE IN CONFORMANCE WITH THE TRAFFIC CONTROL PLAN, THE "MANUAL OF UNIFORM TRAFFIC
TESTING LABORATORY AND THE PAYMENT OF SUCH TESTING SERVICES SHALL BE MADE BY THE
CONTROL DEVICES," AND AS FURTHER DIRECTED BY THE TOWN AND STATE INSPECTORS.
6.
ALL MATERIALS USED FOR BACKFILL SHALL BE FREE OF WOOD, ROOTS, ROCKS, BOULDERS, OR ANY
OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SHOW BY STANDARD TESTING
OTHER NON -COMPATIBLE SOIL TYPE MATERIAL. UNSATISFACTORY MATERIALS ALSO INCLUDE
PROCEDURES THAT THE WORK CONSTRUCTED DOES MEET THE REQUIREMENTS OF THE NCDOT
7.
ALL MANUFACTURERS' PRODUCTS SPECIFIED IN THESE PLANS OR USED AS APPROVED ALTERNATES
MAN-MADE FILLS AND REFUSE DEBRIS DERIVED FROM ANY SOURCE.
SPECIFICATIONS.
SHALL BE INSTALLED PER THE MANUFACTURERS' SPECIFICATIONS.
7.
ALL GRADING / SOIL COMPACTION OPERATIONS WITHIN THE LIMITS OF STATE RIGHT OF WAYS SHALL
7•
ALL REINFORCING STEEL SHALL BE NEW DOMESTIC BILLET STEEL CONFORMING TO ASTM A-615,
F
8.
ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS AND SPECIFICATIONS AND SITE CONDITIONS OR
ADHERE NCDOT REQUIREMENTS, ACCORDANCE WITH AASHTO T99 AS MODIFIED THE
GRADE 60, AND SHALL BE SUPPORTED BY BAR CHAIRS.
F
ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY
THESE MODIFIED TESTING PROCEDURES ARE AVAILABLE UPON REQUEST
E DI
DEPARTMENT. COPIES N
REPORTED TO THE ENGINEER, IN WRITING, WHO SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES OR
T
FROM THE DEPARTMENT'S MATERIALS AND TESTS UNIT.
8•
ALL SIGNS, PAVEMENT MARKINGS, AND OTHER TRAFFIC CONTROL DEVICES ON PUBLIC STREETS
AMBIGUITIES. WORK DONE BY THE CONTRACTOR AFTER HIS DISCOVERY OF SUCH DISCREPANCIES,
SHALL CONFORM TO MUTCD, AND NCDOT STANDARDS.
INCONSISTENCIES, OR AMBIGUITIES SHALL BE DONE AT THE CONTRACTOR'S RISK.
8.
ALL DEMOLITION DEBRIS AND OTHER EXCESS MATERIAL SHALL BE HAULED OFF -SITE AS DIRECTED
BY THE OWNER AND PROPERLY DISPOSED OF.
9.
ALL HANDICAP RAMPING, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO ADA
9.
CONSTRUCTION STAKEOUT FOR THIS PROJECT SHALL BE PROVIDED BY THE CONTRACTOR.
REQUIREMENTS AND THE "NORTH CAROLINA STATE BUILDING CODE, VOL I-C ACCESSIBILITY CODE."
9.
PROPOSED CONTOURS AND GUTTER GRADIENTS ARE APPROXIMATE. PROPOSED ROADWAY
ALL RAMPS SHALL COMPLY WITH THE LATEST NCDOT STANDARDS. WHEELCHAIR RAMPS ARE SHOWN
10.
A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE
PROFILES/SUPERELEVATIONS ARE TO BE USED IN CASE OF DISCREPANCY.
ON THE PLANS AT APPROXIMATE LOCATIONS.
CONTRACTOR SHALL ARRANGE THE MEETING WITH NCDOT AND THE TOWN OF HOLLY SPRINGS.
0.
REFER TO ROADWAY PLAN FOR HORIZONTAL DIMENSIONS.
10.
CONTRACTOR SHALL SAWCUT & REMOVE ANY THE EXISTING PAVEMENT WHEN THE EXISTING
II.
CONTRACTOR IS RESPONSIBLE FOR VERIFYING OR OBTAINING ALL REQUIRED PERMITS AND
PAVEMENT IS BEING WIDENED OR WHERE NEW CURB AND GUTTER IS PROPOSED.
APPROVALS PRIOR TO COMMENCING CONSTRUCTION. NCDOT ENCROACHMENTS SHALL BE OBTAINED BY
II.
WHERE FILL IS TO BE PLACED ON EXISTING SLOPES STEEPER THAN 4:1, CONTRACTOR SHALL
THE ENGINEER.
EXCAVATE BENCHES WITH A MAXIMUM DEPTH OF 3'.
11.
ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH STD.225.04 &
225.05 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS.
12.
THE FRAMES AND COVERS OF ALL EXISTING AND PROPOSED DRAINAGE, SANITARY SEWER, WATER
12.
THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR BLASTING ROCK IF BLAST ROCK IS
SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL
MAIN, GAS, AND WIRE UTILITY STRUCTURES SHALL BE ADJUSTED TO MATCH PROPOSED FINISHED
ENCOUNTERED. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL BLASTING
SECTIONS.
E
ELEVATIONS AND SLOPES.
AND SAFETY REQUIREMENTS.
E
13.
ROADWAYS MUST BE CAPABLE OF SUPPORTING FIRE APPARATUS DURING CONSTRUCTION.
13.
TREE PROTECTION FENCING SHALL BE INSTALLED AND INSPECTED BEFORE THE GRADING PERMIT IS
ISSUED.
14.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT NCDOT STANDARDS, SPECIFICATIONS,
DETAILS AND ENCROACHMENT AGREEMENTS.
14.
CROSS SLOPES AND ELEVATIONS SHOWN ON CROSS SECTIONS ARE APPROXIMATE. PROPOSED
PAVEMENT CROSS SLOPES ARE TO BE BASED ON EXISTING CROSS SLOPE DETERMINED IN FIELD. IF
15.
NO CHANGES TO ANY ASPECT OF THIS ROADWAY PLAN, INCLUDING BUT NOT LIMITED TO,
FIELD CONDITIONS VARY FROM THOSE SHOWN ON PLANS, NOTIFY ENGINEER IMMEDIATELY.
LANDSCAPING, GRADING, BUILDING ELEVATIONS, LIGHTING, OR UTILITIES WILL BE MADE WITHOUT THE
APPROVAL OF NCDOT.
16.
ALL TREE PROTECTION FENCING SHALL BE MAINTAINED UNTIL ALL SITE WORK IS COMPLETED. THE
FENCING SHALL BE REMOVED PRIOR TO THE FINAL SITE INSPECTION FOR THE CERTIFICATE OF
OCCUPANCY (CO).
17.
CONTRACTOR TO ENSURE THAT ALL STREETS WITHIN THE LIMITS OF THE PROJECT AND IN FRONT
D
OF THE PROJECT ARE KEPT CLEAN AT ALL TIMES OR A WASH STATION WILL BE REQUIRED.
D
18.
ALL STORM DRAIN FRAMES & GRATES SHALL BE STAMPED WITH 'DRAINS TO RIVER' PER TOWN OF
HOLLY SPRINGS STANDARDS.
19.
LIMITS OF OFFSITE IMPROVEMENTS NOT WITHIN FLOODPLAIN.
20.
INTERNAL ROADWAYS MUST BE LIGHTED PRIOR TO FIRST CERTIFICATE OF OCCUPANCY AND ALL
ADJACENT ROADWAYS WILL BE REQUIRED TO BE LIGHTED PRIOR TO STREET ACCEPTANCE FOR I
YEAR WARRANTY.
UTILITY
NOTES
1.
WATER VALVE BOXES THAT ARE ENCOUNTERED WITHIN THE PROJECT LIMITS ARE TO BE
RAISED OR LOWERED TO MATCH THE ADJACENT FINISHED WORK.
C
2.
WATER METER BOXES THAT ARE ENCOUNTERED WITHIN THE PROJECT LIMITS OUTSIDE THE
C
PROPOSED PAVEMENT SECTION ARE TO BE RAISED OR LOWERED TO MATCH THE ADJACENT
FINISHED WORK.
3.
WATER METER BOXES THAT ARE ENCOUNTERED WITHIN THE PROPOSED PAVEMENT SECTION
ARE TO BE RELOCATED OUT OF THE PROPOSED PAVEMENT.
B I I
AI IA
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
7 8 9
C F D-XXXX-XX-XXXX
('DUKE
ENERGY
MHILlN HLILI b:
MARK B. FRANKLIN
JLL- DUKE ENERGY ACCOUNT
410 S. WILMINGTON STREET
RALEIGH, NORTH CAROLINA 27602
Safety Expectations:
ILLNES Reduce Risk
ZERO Remove Exposures to Hazards
INJURY Reinforce Safe Behavior
aOQo
Kimley)))Horn
© 2022
300 S MAIN ST. HOLLY SPRINGS, NC 27540, SUITE 212
PHONE: [phone]
WWW.KIMLEY-HORN.com
NC LICENSE q: F-0102
SEAL •//';!/II TIV�CQ:�. 9/1/2023
DUKE ENERGY PROGRESS
HOLLY SPRINGS OPERATION
CENTER AND TRAINING FACILITY
WOODS CREEK ROAD/WOODFIELD
HOLLY SPRINGS, NC. 27539
CINDER STATION ROAD
CONSTRUCTION DRAWINGS
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PROJECT NO:
DRAWING NUMBER
C F D-XXXX-X-XXXX
ELECTRONIC FILE C0001.DWG
DRAWN BY: LICK
CHK'D BY: BTV
E-MAIL: BRYAN.VICKERY@KIMLEY-HORN.C(
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SHEET TITLE:
PROJECT NOTES
SHEET NO.
R0.01
1 1 2 1 3 1 4 5 1 6
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ID: 96D2EE9A-2EEI4DEE-8E1E-B6E6FFB2824C
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STATE O NORTH CAROLINA, DIVISION OF HIGHWAYS
Note: Not to Scale F CONVENTIONAL PLAN SHEET SYMBOLS
BOUNDARIES AND PROPERTY.-
State Line
County Line
- -
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin (EIP)
O
Computed Property Corner
X
Existing Concrete Monument (ECM)
El
Parcel/Sequence Number
Izs
Existing Fence Line
—x X x-
Proposed Woven Wire Fence
e
Proposed Chain Link Fence
Proposed Barbed Wire Fence
9
Existing Wetland Boundary
- - - —WEB— - - -
Proposed Wetland Boundary
WEB
Existing Endangered Animal Boundary
—EAB
Existing Endangered Plant Boundary
EPB
Existing Historic Property Boundary
PB
Known Contamination Area: Soil
-s--s-
Potential Contamination Area: Soil-s-
-
Known Contamination Area: Water
-w--w-
Potential Contamination Area: Water
-=-w-*-w-
Contaminated Site: Known or Potential
X A7,,
BUILDINGS AND OTHER CULTURE.-
Gas Pump Vent or U/G Tank Cap
O
Sign
0
Well
°W
Small Mine
9>'
Foundation
0
Area Outline
0
Cemetery
0
Building
School
Church
Dam
HYDROLOGY.-
Stream or Body of Water
Hydro, Pool or Reservoir
F__ 7
Jurisdictional Stream
—is—
Buffer Zone 1
Bz 1
Buffer Zone 2
Bz 2
Flow Arrow
Disappearing Stream
--
Spring-
Wetland
Proposed Lateral, Tail, Head Ditch
� rIAY
False Sump
RAILROADS. -
Standard Gauge
CSX TRANSPORTATION
RR Signal Milepost
MILEPOOST 35
Switch
SWITCH
RR Abandoned
RR Dismantled
RIGHT OF WAY & PROJECT CONTROL:
Primary Horiz Control Point
0
Primary Horiz and Vert Control Point
'
Secondary Horiz and Vert Control Point
Vertical Benchmark
m
Existing Right of Way Monument
0
Proposed Right of Way Monument
(Rebar and Cap)
Proposed Right of Way Monument
(Concrete)
Existing Permanent Easement Monument
Proposed Permanent Easement Monument
0
(Rebar and Cap)
Existing C/A Monument
Proposed C/A Monument (Rebar and Cap)
A
Proposed C/A Monument (Concrete)
Existing Right of Way Line
Proposed Right of Way Line
-R
Existing Control of Access Line
C"
Proposed Control of Access Line
Proposed ROW and CA Line
ca
Existing Easement Line
E
Proposed Temporary Construction Easement-
E
Proposed Temporary Drainage Easement
TDE
Proposed Permanent Drainage Easement
PDE
Proposed Permanent Drainage/Utility Easement
DUE
Proposed Permanent Utility Easement
PUE
Proposed Temporary Utility Easement
TUE
Proposed Aerial Utility Easement
AUE
ROADS AND RELATED FEATURES. -
Existing Edge of Pavement
Existing Curb
----
Proposed Slope Stakes Cut -
- - c - - -
Proposed Slope Stakes Fill -
- - F - - -
Proposed Curb Ramp
CR
Existing Metal Guardrail
Proposed Guardrail T
T T T
Existing Cable Guiderail
n n "
Proposed Cable Guiderail
n n n n
Equality Symbol
Pavement Removal
VEGETATION.-
Single Tree
Single Shrub
Hedge
Woods Line
Orchard
€
Vineyard
Vineyard
EXISTING STRUCTURES.•
MAJOR:
Bridge, Tunnel or Box Culvert
CONC
Bridge Wing Wall, Head Wall and End Wall
- CONC WW
MINOR:
Head and End Wall
CONC RW
Pipe Culvert
Footbridge
>----------<
Drainage Box: Catch Basin, DI or JB
❑CB
Paved Ditch Gutter
Storm Sewer Manhole
OO
Storm Sewer
UTILITIES. -
SUE — Subsurface Utility Engineering
LOS — Level of Service — A,B,C or D
(Accuracy)
POWER:
Existing Power Pole
Proposed Power Pole
b
Existing Joint Use Pole
4-
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
H
U/G Power Cable Hand Hole
H-Frame Pole
U/G Power Line Test Hole (SUE - LOS A)* -
iD
U/G Power Line (SUE - LOS B)*
- - - -P- - - -
U/G Power Line (SUE - LOS C)*
- -P- -
U/G Power Line (SUE - LOS D)*
'
TELEPHONE:
Existing Telephone Pole
f
Proposed Telephone Pole
-0-
Telephone Manhole
OO
Telephone Pedestal
❑T
Telephone Cell Tower
U/G Telephone Cable Hand Hole
U/G Telephone Test Hole (SUE - LOS A)* -
Z
U/G Telephone Cable (SUE - LOS B)*
- - - —T— - - -
U/G Telephone Cable (SUE - LOS C)*
- —T— -
U/G Telephone Cable (SUE - LOS D)*
U/G Telephone Conduit (SUE - LOS B)*
- - - —T=— - - -
U/G Telephone Conduit (SUE - LOS C)*
- —T — -
U/G Telephone Conduit (SUE - LOS D)*
TC
U/G Fiber Optics Cable (SUE - LOS B)*
- - - -T E°- - -
LVG Fiber Optics Cable (SUE - LOS C)*
- -T E°- -
U/G Fiber Optics Cable (SUE - LOS D)*
T E°
WATER:
Water Manhole
O
Water Meter
CD
Water Valve
Water Hydrant
U/G Water Line Test Hole (SUE - LOS A)* -
Z
U/G Water Line (SUE - LOS B)*
- - - -W- - - -
WG Water Line (SUE - LOS C)*
- -W- -
U/G Water Line (SUE - LOS D)*
"
Above Ground Water Line
A/G Water
TV:
TV Pedestal
TV Tower
(�
U/G TV Cable Hand Hole
U/G TV Test Hole (SUE - LOS A)*
m
U/G TV Cable (SUE - LOS B)*
- - - —TV— - - -
U/G TV Cable (SUE - LOS C)*
- —T1— -
U/G TV Cable (SUE - LOS D)*
TI
U/G Fiber Optic Cable (SUE - LOS B)*
-
U/G Fiber Optic Cable (SUE - LOS C)*
U/G Fiber Fiber Optic Cable (SUE - LOS D)*
yr°
GAS:
Gas Valve
0
Gas Meter
U/G Gas Line Test Hole (SUE - LOS A)*
Z
U/G Gas Line (SUE - LOS B)*
- - - -°- - - -
U/G Gas Line (SUE - LOS C)*
- -°- -
U/G Gas Line (SUE - LOS D)*
°
Above Ground Gas Line
A/G Gas
SANITARY SEWER:
Sanitary Sewer Manhole
OO
Sanitary Sewer Cleanout
0+
U/G Sanitary Sewer Line
ss
Above Ground Sanitary Sewer
A/G Sanitary Sewer
SS Force Main Line Test Hole (SUE - LOS A)*
SS Force Main Line (SUE - LOS B)*-
SS Force Main Line (SUE - LOS C)*-
SS Force Main Line (SUE - LOS D)*
65
MISCELLANEOUS:
Utility Pole
Utility Pole with Base
El
Utility Located Object
o
Utility Traffic Signal Box
❑s
Utility Unknown U/G Line (SUE - LOS B)*-
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc.
usT
A/G Tank; Water, Gas, Oil
Geoenvironmental Boring
Abandoned According to Utility Records
AATUR
End of Information
E.O.I.
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
8 9
H
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C
B
A
DRAWING NO.
C F D-XXXX-XX-XXXX
DUKE
ENER Y G®
MAILING ADDRESS:
MARK B. FRANKLIN
JLL- DUKE ENERGY ACCOUNT
410 S. WILMINGTON STREET
RALEIGH, NORTH CAROLINA 27602
Safety Expectations:
ILLNESS Reduce Risk
ZERO Remove Exposures to Hazards
INJURY Reinforce Safe Behavior
�000�
Kimley)))Horn
© 2022
300 S MAIN ST, HOLLY SPRINGS, NC 27540, SUITE 212
PHONE: [phone]
WWW.KIMLEY-HORN.COM
NC LICENSE q: F-0102
;q1 IT
SEAL I / nOz3
DUKE ENERGY PROGRESS
HOLLY SPRINGS OPERATION
CENTER AND TRAINING FACILITY
WOODS CREEK ROAD/WOODFIELD
HOLLY SPRINGS, NC. 27539
CINDER STATION ROAD
CONSTRUCTION DRAWINGS
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PROJECT NO:
DRAWING NUMBER
C F D-XXXX-X-XXXX
ELECTRONIC FILE C0001.DWG
DRAWN BY: LICK
CHK'D BY: BTV
E-MAIL: [e-mail]
SHEET TITLE:
CONVENTIONAL
SYMBOLS
SHEET NO.
R0.02
1 2
3 4 5
6 7
E1 SIZE DWG: PLOT SIZE (30x42)

D..
C F D-XXXX-XX-XXXX
('DUKE
ENERGY
MAILING ADDRESS:
MARK B. FRANKLIN
JLL- DUKE ENERGY ACCOUNT
410 S. WILMINGTON STREET
RALEIGH, NORTH CAROLINA 27602
Safety Expectations:
ILLNES Reduce Risk
Z E R O Remove Exposures to Hazards
INJURY Reinforce Safe Behavior
aOQo
Kimley)))Horn
© 2022
300 S MAIN ST. HOLLY SPRINGS, NC 27540, SUITE 212
PHONE: [phone]
WWW.KIMLEY- HORN .COM
NC LICENSE q: F-0102
CAR""•
SEAL •//';!/II TIV�CQ:�. 9/1/2023
DUKE ENERGY PROGRESS
HOLLY SPRINGS OPERATION
CENTER AND TRAINING FACILITY
WOODS CREEK ROAD/WOODFIELD
HOLLY SPRINGS, NC. 27539
CINDER STATION ROAD
CONSTRUCTION DRAWINGS
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E-MAIL: BRYAN.VICKERY@KIMLEY-HORN.C(
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SHEET TITLE:
TYPICAL SECTIONS
SHEET NO.
R1.00
E1 SIZE DWG: PLOT SIZE (30x42)

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PAY LIMITS FOR 1 CURB RAMP
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ISOMETRIC VIEW
PAY LIMITS FOR CURB RAMP
NOTES:
1. DETECTABLE WARNING DOMES WILL COVER 2'-0" LENGTH AND FULL WIDTH OF THE
RAMP FLOOR AS SHOWN ON THE DETAILS.
2. DETECTABLE WARNING DOMES WILL CONTRAST VISIBILITY WITH ADJOINING SURFACE, EITHER LIGHT -ON -DARK,
OR DARK -ON -LIGHT SEQUENCE COVERING THE ENTIRE RAMP.
RAMP WIDTH AREA IS VARIABLE
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SIDEWALK SLOPES
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SIDEWALK
0-
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DRAWING NO.
C F D—XXXX—XX—XXXX
DUKE
ENERGY.
MAILING ADDRESS:
MARK B. FRANKLIN
JLL- DUKE ENERGY ACCOUNT
410 S. WILMINGTON STREET
RALEIGH, NORTH CAROLINA 27602
Safety Expectations:
ILLNES Reduce Risk
Z E R O Remove Exposures to Hazards
INJURY Reinforce Safe Behavior
aOUR
Kimley)))Horn
© 2022
300 S MAIN ST. HOLLY SPRINGS, NC 27540, SUITE 212
PHONE: [phone]
WWW.KIMLEY—HORN.COM
NC LICENSE q: F-0102
CAR
EE Sl'p'N �',y'�
f4�55A
SEALTVe:� 9/1/2023
DUKE ENERGY PROGRESS
HOLLY SPRINGS OPERATION
CENTER AND TRAINING FACILITY
WOODS CREEK ROAD/WOODFIELD
HOLLY SPRINGS, NC. 27539
CINDER STATION ROAD
CONSTRUCTION DRAWINGS
PROJECT NO:
DRAWING NUMBER
C F D—XXXX—X—XXXX
ELECTRONIC FILE C0001.DWG
DRAWN BY: LICK
CHK'D BY: BTV
E-MAIL: [e-mail]
.°o�,rlo� N� L.U5[� 'oR TH PE "F oao,E r THIS
SHEET TITLE:
DETAILS
SHEET NO.
R1.01
2
3
4
5
FINAL DESIGN — NOT RELEASED FOR CONSTRUCTION
6 7 8 9
E1 SIZE DWG: PLOT SIZE (30x42)

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2" 9.58 SURFACE
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(SEED OVER STONE) COMPACTED
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TYPICAL SECTION
DRAWING NOT TO SCALE
ASPHALT SIDEPATH STANDARD DETAIL NUMBER:Hs379 _ Holly
DA TE REVISIONS _ j Springs
TO WN OF HOL L Y SPRINGS ENGINEERING DEPA R TMEN T Discover The Source.
I
I
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ID
I
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DRAWING NO.
C F D-XXXX-XX-XXXX
DUKE
ENERGY.
MAILING ADDRESS:
MARK B. FRANKLIN
JLL- DUKE ENERGY ACCOUNT
410 S. WILMINGTON STREET
RALEIGH, NORTH CAROLINA 27602
Safety Expectations:
ILLNESS Reduce Risk
ZERO Remove Exposures to Hazards
INJURY
o��Op Reinforce Safe Behavior
Kimley)))Horn
© 2022
300 S MAIN ST, HOLLY SPRINGS, NC 27540, SUITE 212
PHONE: [phone]
WWW.KIMLEY-HORN.COM
NC LICENSE #: F-0102
,��1liiiiiiiiii�� _•
SEAL -'.
9 .NCINE`�• ��-
••T.1 \���:9/Zn023
SEAL '•J1!II iIl�1.�
DUKE ENERGY PROGRESS
HOLLY SPRINGS OPERATION
CENTER AND TRAINING FACILITY
WOODS CREEK ROAD/WOODFIELD
HOLLY SPRINGS, NC. 27539
CINDER STATION ROAD
CONSTRUCTION DRAWINGS
PROJECT NO:
DRAWING NUMBER
C F D-XXXX-X-XXXX
ELECTRONIC FILE C0001.DWG
DRAWN BY: LICK
CHK'D BY: BTV
E-MAIL: [e-mail]
SHEET TITLE:
DETAILS
SHEET NO.
R1.02
1 2 3 4 5 6 7 8
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
9
)WG: PLOT SIZE (30x42)

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D..Sig. E.-I[IPR ID:%D2EE9A-2EE1-4DEE-BE1E-B6E6FFB2824C
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DUKE ENERGY PROGRESS INC
PIN.• 0629626959
PID: O1 fO325
SITE ADDRESS: W13 DEER PATH RD
DB 015289 PG 02437
DETAIL 1
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♦ PIN: 0730534863
PID: 0292227
SITE ADDRESS: 7300 WOODS CREEK RD
\ ® �+ , ` •- DB 017612 PG 01928
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PID.• 0U0325
SIIIiE ADDRESS.• 4113 DEER PATH RD /
DB 015289 PG 02437
4/
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�L( 4€NNAR CAROLINAS LLC
"SPIN' 0730534863
PID- 0292227
`\ SITE ADDRESS:WOODS CREEK RD RD
B 017612 PG 01928
ON//y I. PLA VFAr
IT DEVELOPMENT
GENERAL SHEET NOTES:
(.RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT
UNLESS OTHERWISE NOTED (APPLIES TO ALL SHEETS)
2.INTERNAL ROADWAYS MUST BE LIGHTED PRIOR TO
FIRST CO.AND ALL ADJACENT ROADWAYS WILL BE
REOU/RED TO BE LIGHTED PRIOR TO STREET ACCEPTANCI
FOR /YEAR WARRANTY
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
8 9
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C
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('DUKE
ENERGY
MHILINC, HLILI 0:
MARK B. FRANKLIN
JLL- DUKE ENERGY ACCOUNT
410 S. WILMINGTON STREET
RALEIGH, NORTH CAROLINA 27602
Safety Expectations:
ILLNES Reduce Risk
ZERO Remove Exposures to Hazards
INJURY Reinforce Safe Behavior
�OQo
Kimley)))Horn
© 2022
300 S MAIN ST. HOLLY SPRINGS, NC 27540, SUITE 212
PHONE: [phone]
WWW.KIMLEY-HORN.COM
NC LICENSE III: F-0102
UAR
.. 5-f =i
Nc 91: ,,,
SEAL •//';!/II TIV�CQ:�, 9/1/2023
DUKE ENERGY PROGRESS
HOLLY SPRINGS OPERATION
CENTER AND TRAINING FACILITY
WOODS CREEK ROAD/WOODFIELD
HOLLY SPRINGS, NC. 27539
CINDER STATION ROAD
CONSTRUCTION DRAWINGS
o
PROJECT NO:
DRAWING NUMBER
C F D-XXXX-X-XXXX
ELECTRONIC FILE C0001.DWG
DRAWN BY: LCK
CHK'D BY: BTV
E-MAIL: BRYAN.VICKERY@KIMLEY-HORN.C(
THIS DESIGN DRAWING IS THE ERCLUSIVE PROPER- OF DUKE ENERGY
CUR_TIoN AND IS CONSIDERED CONFIDE— IT
MODFIED
FR n01 SMOULI0V 11 USED IOR TT
SPECIiFl 11O11CT rNis
SHEET TITLE:
ROADWAY SHEET
SHEET NO.
R2.00
E1 SIZE DWG: PLOT SIZE (30x42)
18" RCP -III INVERT: 290.00'
oJ� INVERT: 286.00' I I I I 18" RCP -III - - - 70,R -'1i 70'R I
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DUKE ENERGY PROGRESS �Cy
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PID.• 0U0325
SIIIiE ADDRESS.• 4113 DEER PATH RD /
DB 015289 PG 02437
4/
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/ /�/ \ \ \ / r � / r / / \ rT♦ � 1 \ /� I I\ III I I
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1 1 1 2 1 3 1 4 1 5 1 6 1 7 1
O L T TURN LANE
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TIE TO EXIST
-Yl- STA23+7654
O
\ n
�L( 4€NNAR CAROLINAS LLC
"SPIN' 0730534863
PID- 0292227
`\ SITE ADDRESS:WOODS CREEK RD RD
B 017612 PG 01928
ON//y I. PLA VFAr
IT DEVELOPMENT
GENERAL SHEET NOTES:
(.RADII DIMENSIONS ARE TO THE EDGE OF PAVEMENT
UNLESS OTHERWISE NOTED (APPLIES TO ALL SHEETS)
2.INTERNAL ROADWAYS MUST BE LIGHTED PRIOR TO
FIRST CO.AND ALL ADJACENT ROADWAYS WILL BE
REOU/RED TO BE LIGHTED PRIOR TO STREET ACCEPTANCI
FOR /YEAR WARRANTY
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
8 9
H
F
F
E
C
B
A
('DUKE
ENERGY
MHILINC, HLILI 0:
MARK B. FRANKLIN
JLL- DUKE ENERGY ACCOUNT
410 S. WILMINGTON STREET
RALEIGH, NORTH CAROLINA 27602
Safety Expectations:
ILLNES Reduce Risk
ZERO Remove Exposures to Hazards
INJURY Reinforce Safe Behavior
�OQo
Kimley)))Horn
© 2022
300 S MAIN ST. HOLLY SPRINGS, NC 27540, SUITE 212
PHONE: [phone]
WWW.KIMLEY-HORN.COM
NC LICENSE III: F-0102
UAR
.. 5-f =i
Nc 91: ,,,
SEAL •//';!/II TIV�CQ:�, 9/1/2023
DUKE ENERGY PROGRESS
HOLLY SPRINGS OPERATION
CENTER AND TRAINING FACILITY
WOODS CREEK ROAD/WOODFIELD
HOLLY SPRINGS, NC. 27539
CINDER STATION ROAD
CONSTRUCTION DRAWINGS
o
PROJECT NO:
DRAWING NUMBER
C F D-XXXX-X-XXXX
ELECTRONIC FILE C0001.DWG
DRAWN BY: LCK
CHK'D BY: BTV
E-MAIL: BRYAN.VICKERY@KIMLEY-HORN.C(
THIS DESIGN DRAWING IS THE ERCLUSIVE PROPER- OF DUKE ENERGY
CUR_TIoN AND IS CONSIDERED CONFIDE— IT
MODFIED
FR n01 SMOULI0V 11 USED IOR TT
SPECIiFl 11O11CT rNis
SHEET TITLE:
ROADWAY SHEET
SHEET NO.
R2.00
E1 SIZE DWG: PLOT SIZE (30x42)

C F D-XXXX-XX-XXXX
('DUKE
ENERGY
MAILING ADDRESS:
MARK B. FRANKLIN
JLL- DUKE ENERGY ACCOUNT
410 S. WILMINGTON STREET
RALEIGH, NORTH CAROLINA 27602
Safety Expectations:
ILLNES Reduce Risk
Z E R O Remove Exposures to Hazards
INJURY Reinforce Safe Behavior
aOQo
Kimley)))Horn
© 2022
300 S MAIN ST. HOLLY SPRINGS, NC 27540, SUITE 212
PHONE: [phone]
WWW.KIMLEY- HORN .COM
NC LICENSE q: F-0102
CAR""•
SEAL •//';!/II TIV�CQ:�. 9/1/2023
DUKE ENERGY PROGRESS
HOLLY SPRINGS OPERATION
CENTER AND TRAINING FACILITY
WOODS CREEK ROAD/WOODFIELD
HOLLY SPRINGS, NC. 27539
CINDER STATION ROAD
CONSTRUCTION DRAWINGS
o
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PROJECT NO:
DRAWING NUMBER
C F D-XXXX-X-XXXX
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SHEET TITLE:
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DISTANCE
SHEET NO.
R2.02
E1 SIZE DWG: PLOT SIZE (30x42)

C F D-XXXX-XX-XXXX
('DUKE
ENERGY
MAILING ADDRESS:
MARK B. FRANKLIN
JLL- DUKE ENERGY ACCOUNT
410 S. WILMINGTON STREET
RALEIGH, NORTH CAROLINA 27602
Safety Expectations:
ILLNES Reduce Risk
Z E R O Remove Exposures to Hazards
INJURY Reinforce Safe Behavior
aOQo
Kimley)))Horn
© 2022
300 S MAIN ST. HOLLY SPRINGS, NC 27540, SUITE 212
PHONE: [phone]
WWW.KIMLEY- HORN .COM
NC LICENSE q: F-0102
CAR""•
SEAL •//';!/II TIV�CQ:�. 9/1/2023
DUKE ENERGY PROGRESS
HOLLY SPRINGS OPERATION
CENTER AND TRAINING FACILITY
WOODS CREEK ROAD/WOODFIELD
HOLLY SPRINGS, NC. 27539
CINDER STATION ROAD
CONSTRUCTION DRAWINGS
o
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PROJECT NO:
DRAWING NUMBER
C F D-XXXX-X-XXXX
ELECTRONIC FILE C0001.DWG
DRAWN BY: LICK
CHK'D BY: BTV
E-MAIL: BRYAN.VICKERY@KIMLEY-HORN.C(
il
Mi+�o Fa rioN sMou�o o s ae usEo oa�H lREl A lRllAL This
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E1 SIZE DWG: PLOT SIZE (30x42)

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DRAWING NO.
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40�
ENER DUKEYR
H H
TRAFFIC NOTES G
ALL TRAFFIC CONTROL SHALL CONFORM TO THE LATEST MUTCD AND 2018 NCDOT STANDARDS MAILING ADDRESS:
MARK B. FRANKLIN
JLL-DUKE ENERGY ACCOUNT
410 S. WILMINGTON STREET
ADAPT THE TRAFFIC CONTROL CONCEPTS, WHEN DIRECTED BY THE ENGINEER, TO MEET FIELD CONDITIONS TO PROVIDE PAVEMENT MARKINGS AND MARKERS RALEIGH, NORTH CAROLINA 27602
SAFE AND EFFICIENT TRAFFIC MOVEMENT. CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE
DETAIL DRAWINGS, STANDARD DETAILS AND ROADWAY DETAILS ARE NOT ATTAINABLE, OR RESULT IN DUPLICATE, OR R) INSTALL PAVEMENT MARKINGS AS SHOWN ON PLAN SHEETS. Safely Expectations:
OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING, SUPPLEMENTING, COVERING OR
REMOVAL OF DEVICES. S) REFER TO SECTION 1205 OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES
DATED JANUARY 2018 FOR APPLICATION TIMES AND TEMPERATURE CONDITIONS FOR PAVEMENT MARKINGS.
THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE CONSTRUCTION PROJECT, EXCEPT ILLN ES Reduce Risk
WHEN OTHERWISE NOTED IN THE PLAN, OR DIRECTED BY THE ENGINEER. T) PLACE AT LEAST TWO APPLICATIONS OF PAINT PAVEMENT MARKINGS ON THE FINAL WEARING SURFACE ON NEW
ASPHALT PAVEMENT. PLACE ADDITIONAL APPLICATIONS OF PAINT UPON SUFFICIENT DRYING TIME, AS Z E R O Remove Exposures to Hazards
TIME RESTRICTIONS DETERMINED BY THE ENGINEER. INJURY
A) DO NOT CLOSE OR NARROW TRAVEL LANES AS FOLLOWS: Reinforce Safe Behavior
U) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES. ��DOO
ROAD NAME DAY AND TIME RESTRICTIONS
G 1. CINDER STATION ROAD MONDAY THROUGH FRIDAY V) REPLACE ANY PAVEMENT MARKINGS THAT HAVE BEEN DAMAGED BY THE END OF EACH DAY'S OPERATION. G
FROM 6 AM TO 9 AM AND FROM 4 PM TO 6 PM
W) PLACE AT LEAST TWO APPLICATIONS OF PAINT ON NEW ASPHALT WITH TEMPORARY TRAFFIC PATTERNS WHICH
WILL REMAIN IN PLACE OVER THREE (3) MONTHS. PLACE ADDITIONAL APPLICATIONS OF PAINT UPON SUFFICIENT
B) DO NOT CLOSE OR NARROW TRAVEL LANES DURING HOLIDAYS AND SPECIAL EVENTS AS FOLLOWS: DRYING TIME, AS DETERMINED BY THE ENGINEER.
ROAD NAME X) CONTRACTOR SHALL MAINTAIN ALL TEMPORARY PAINT PAVEMENT MARKINGS UNTIL COMPLETION OF
1. CINDER STATION ROAD THERMOPLASTIC PAVEMENT MARKING INSTALLATION.
HOLIDAY Y) BEFORE SHIFTING TRAFFIC TO NEW LOCATIONS, CONTRACTOR SHALL REMOVE ANY MARKINGS WHICH CONFLICT
WITH THE NEW TRAFFIC PATTERN(S).
1. FOR ANY UNEXPECTED OCCURRENCE THAT CREATES UNUSUALLY HIGH TRAFFIC
VOLUMES, AS DIRECTED BY THE ENGINEER. Z) CHANGES TO THE TRAFFIC CONTROL REQUIRE APPROVAL FROM NCDOT PRIOR TO COMMENCING FIELD OPERATIONS.
2. FOR NEW YEAR'S, BETWEEN THE HOURS OF 9:00 P.M. DECEMBER 31st
TO 6:00 A.M. JANUARY 2ND. IF NEW YEAR'S DAY IS ON A FRIDAY,
SATURDAY, SUNDAY, OR MONDAY THEN UNTIL 6:00 A.M. THE FOLLOWING PEDESTRIAN AND BICYCLIST SAFETY
TUESDAY.
AA) PEDESTRIAN AND BICYCLIST SAFETY MUST BE MAINTAINED AT ALL TIMES BY ADEQUATE PROJECT LIMITS,
3. FOR EASTER, BETWEEN THE HOURS OF 9:00 P.M. THURSDAY AND FENCING, AND SIGNAGE.
6:00 A.M. MONDAY.
F 4. FOR MEMORIAL DAY, BETWEEN THE HOURS OF 9:00 P.M. FRIDAY TO MISCELLANEOUS F
6:00 A.M. TUESDAY.
BB) POLICE MAY BE USED TO MAINTAIN TRAFFIC THROUGH INTERSECTIONS.
5. FOR INDEPENDENCE DAY, BETWEEN THE HOURS OF 9:00 P.M. THE
DAY BEFORE INDEPENDENCE DAY AND 6:00 A.M. THE DAY AFTER CC) STOCKPILE EXISTING SIGNS FOR USE WHEN NEEDED IN TEMPORARY LOCATIONS DURING CONSTRUCTION.
INDEPENDENCE DAY.
DD) ACCESS SHALL BE MAINTAINED TO ALL RESIDENCES AND BUSINESSES AT ALL TIMES.
IF INDEPENDENCE DAY IS ON A FRIDAY, SATURDAY, SUNDAY OR MONDAY
THEN BETWEEN THE HOURS 6: 9:0P.M. THE THURSDAY BEFORE EE) IN THE EVENT A TIE-IN CANNOT BE MADE IN ONE DAY'S TIME, BRING THE TIE-IN AREA TO AN Kimley*Horn
INDEPENDENCE DAY AND 6:00 A.M. THE TUESDAY AFTER APPROPRIATE ROADWAY ELEVATION AS DETERMINED BY THE ENGINEER. PLACE BLACK ON ORANGE "LOOSE GRAVEL"
INDEPENDENCE DAY. SIGNS (W8-7) AND BLACK ON ORANGE PAVEMENT ENDS" SIGNS (W8-3) AND RESPECTIVELY IN ADVANCE OF THE
6. FOR LABOR DAY, BETWEEN THE HOURS OF 9:00 P.M. FRIDAY AND
UNEVEN AREAS. USE DRUMS TO DELINEATE THE EDGE OF ROADWAY ALONG UNPAVED AREAS.
6:00 A.M. TUESDAY. FF) EXISTING PEDESTRIAN FACILITIES ARE TO REMAIN OPEN DURING CONSTRUCTION. IF A PEDESTRIAN FACILITY © 2022
IS IMPACTED BY CONSTRUCTION, CONTRACTOR TO PROVIDE ALTERNATE ADA ROUTE. 300 S MAIN ST. HOLLY SPRINGS, NC 27540, SUITE 212
7. FOR THANKSGIVING DAY, BETWEEN THE HOURS OF 9:00 P.M. TUESDAY TO
PHONE: [phone]
6:00 A.M. MONDAY.
WWW,KIMLEY-HORN.COM
8. FOR CHRISTMAS, BETWEEN THE HOURS OF 9:00 P.M. THE FRIDAY NC LICENSE I: F-0102
BEFORE THE WEEK OF CHRISTMAS DAY AND 6:00 A.M. THE FOLLOWING ADVANCETUESDAY AFTER THE WEEK OF CHRISTMAS. WARNING SIGNS \\•(�iiiiiiiiili/�,/
E E CA
9. FOR SPECIAL EVENTS, NOTED BY THE ENGINEER, BETWEEN THE HOURS
OF 9:00 P.M. THE DAY BEFORE THE SPECIAL EVENT AND 6:00 A.M.THE DAY - USE FLUORESCENT ORANGE SHEETING (TYPE VII OR HIGHER) ON ALL ADVANCED
FOLLOWING THE SPECIAL EVENT. WORK ZONE SIGNS. _ :Q !•.•
DO NOT INSTALL ADVANCE WARNING SIGNS MORE THAN 3 DAYS PRIOR TO BEGINNING OF WORK. - =1
IF THE SPECIAL EVENT IS ON A FRIDAY, SATURDAY, OR SUNDAY, THEN =
BETWEEN THE HOURS OF 9:00 PM THE THURSDAY BEFORE THE SPECIAL EVENT .•'5
SIGNS SHOWN ARE REQUIRED FOR WORK ZONES THAT WILL REMAIN IN EFFECT OVERNIGHT. FOR B°°•
AND DIRECTED
AM THE MONDAYENGINE AFTER THE SPECIAL EVENT, OR AS OTHERWISE N...°•'
DIRECTED BY THE ENGINEER. SHORT-TERM DAILY MAINTENANCE TYPE OPERATIONS, THIS SIGNING APPLICATION IS OPTIONAL; %•,•I°/°•••°••' `��"•
MAY USE ONLY APPLICABLE ROADWAY STANDARD DRAWINGS INSTEAD. HOWEVER, IF THIS SIGNING SEAL 9/1/2023
APPLICATION IS USED, SIGNS MAY BE PORTABLE MOUNTED.
C) DO NOT STOP TRAFFIC FOR MORE THAN 15 MINUTES AS FOLLOWS: - ADVANCE WARNING SIGN SPACING IS RECOMMENDED TO BE THE FOLLOWING:
ROAD NAME DAY AND TIME RESTRICTIONS OPERATIONS -NC-55 - 500' BEFORE CONSTRUCTION LIMITS DUKE ENERGY PROGRESS
1. CINDER STATION ROAD MONDAY THROUGH FRIDAY TRAFFIC SHIFTS -GREEN LEVEL CHURCH ROAD - 500' BEFORE CONSTRUCTION LIMITS
FROM 6 AM TO 9 AM AND FROM 4 PM TO 6 PM - ALL SIGN SPACING DIMENSIONS ARE APPROXIMATE, FIELD ADJUST AS NECESSARY OR AS DIRECTED. HOLLY SPRINGS OPERATION
D) DO NOT CONDUCT ANY HAULING OPERATIONS AGAINST THE FLOW OF TRAFFIC OF AN OPEN TRAVELWAY UNLESS - USE 3 LB STEEL U-CHANNEL POST OR 4" X 4" WOOD POST FOR ALL WORK ZONE SIGNS. 3 LB STEEL CENTER AND TRAINING FACILITY
THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL OR OTHERWISE DIRECTED BY THE ENGINEER. U-CHANNEL POSTS MUST MEET THE REQUIREMENTS OF STANDARD SPECIFICATION SECTION 1094-1(B),
MAY BE GALVANIZED STEEL, OR MAY BE PAINTED GREEN BY THE POST MANUFACTURER. SQUARE STEEL
TUBING POSTS HAVING EQUIVALENT STRENGTH OF THE 3 LB STEEL U-CHANNEL POST ARE ALSO WOODS CREEK ROAD/WOODFIELD
p LANE AND SHOULDER CLOSURE REQUIREMENTS ACCEPTABLE FOR USE. ERECT SIGNS PER ROADWAY STANDARD DRAWING 1110.01. PAYMENT FOR WOOD p HOLLY SPRINGS, NC. 27539
POSTS, 3 LB STEEL U-CHANNEL AND SQUARE STEEL TUBING POSTS WITH SIGNS WILL BE MADE ACCORDING
E) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING PERFORMED BEHIND THE LANE TO STANDARD SPECIFICATION "WORK ZONE SIGNS" SECTION 1110.
CLOSURE OR WHEN A LANE CLOSURE IS NO LONGER NEEDED, OR AS DIRECTED BY THE ENGINEER. - WHEN NECESSARY, USE SPLICING IN ACCORDANCE WITH ROADWAY STANDARD DRAWING NO. 1110.01. CINDER STATION ROAD
F) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN 15 FT OF AN OPEN TRAVEL LANE, CLOSE THE REMOVE ENTIRE POST WHEN REMOVING SIGNS WITH SPLICED POSTS. CONSTRUCTION DRAWINGS
NEAREST OPEN SHOULDER USING ROADWAY STANDARD DRAWING NO. 1101.04 UNLESS THE WORK AREA IS PROTECTED - BY BARRIER OR GUARDRAIL. DO NOT BACK BRACE SIGN SUPPORTS.
G) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER ADJACENT TO AN UNDIVIDED FACILITY R OAD WA Y S TA NnA RD DRA WINGS
AND WITHIN 5 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY STANDARD
DRAWING NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL.
H) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL OF AN UNDIVIDED OR DIVIDED THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY STANDARD DRAWINGS" -
tl FACILITY, CLOSE THE LANE ACCORDING THE ROADWAY STANDARD DRAWINGS OR AS DIRECTED BY THE ENGINEER.
q CONDUCT THE WORK SO THAT ALL PERSONNEL AND/OR EQUIPMENT REMAIN WITHIN THE CLOSED TRAVEL LANE. PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C.,
i„ I) DO NOT WORK SIMULTANEOUSLY, ON BOTH SIDES OF AN OPEN TRAVELWAY, WITHIN THE SAME LOCATION, ON DATED JANUARY 2018 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY
o A TWO-LANE, TWO-WAY ROAD. ARE CONSIDERED A PART OF THESE PLANS: zo
g J) DO NOT PERFORM WORK INVOLVING HEAVY EQUIPMENT WITHIN 15 FT OF THE EDGE OF TRAVELWAY WHEN WORK
ti IS BEING PERFORMED BEHIND A LANE CLOSURE ON THE OPPOSITE SIDE OF THE TRAVELWAY.
C C
STD. NO. TITLE
PAVEMENT EDGE DROP OFF REQUIREMENTS
N 1101.01 WORK ZONE WARNING SIGNS
g K) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING PAVEMENT IN AREAS ADJACENT TO 1101.02 TEMPORARY LANE CLOSURES
AN OPENED TRAVEL LANE THAT HAS A DROP-OFF AS FOLLOWS:
h 1101.04 TEMPORARY SHOULDER CLOSURES
BACKFILL DROP-OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH POSTED SPEED LIMITS LESS THAN 45 MPH.
U BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE ENGINEER. 1101.11 TRAFFIC CONTROL DESIGN TABLES
3 1110.01 STATIONARY WORK ZONE SIGNS
L) DO NOT EXCEED A DIFFERENCE OF 1.5 INCHES IN ELEVATION BETWEEN OPEN LANES OF TRAFFIC. INSTALL
o ADVANCE WARNING "UNEVEN LANES" SIGNS (WS-11) 500 FT IN ADVANCE OF THE UNEVEN AREA. 1110.02 PORTABLE WORK ZONE SIGNS
CL 7115.01 FLASHING ARROW BOARDS
o SIGNING 1130.01 DRUMS
j M) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN 100 FT FROM THE EDGE OF TRAVEL LANE 1135.01 CONES
a a a a a a a a a
O AND NO MORE THAN THREE (3) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION.
1145.01 BARRICADES PROJECT NO:
g' WHEN NO WORK IS BEING CONDUCTED FOR A PERIOD LONGER THAN ONE WEEK, REMOVE OR COVER ALL ADVANCE WORK
4 ZONE WARNING SIGNS, AS DIRECTED BY THE ENGINEER. 7150.01 FLAGGING DEVICES DRAWING NUMBER
B N) PROVIDE PERMANENT SIGNING. 1180.01 SKINNY DRUM B CFD-XXXX-X-XXXX
= 0) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY TRAFFIC PATTERN. 1205.01 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS
� TRAFFIC CONTROL DEVICES
7205.02 PAVEMENT MARKINGS - DIVIDED AND UNDIVIDED ROADWAYS ELECTRONIC FILE C0001.DWG
-
p P) SPACE CHANNELIZING DEVICES IN WORK AREAS NO GREATER THAN TWICE THE POSTED SPEED LIMIT (MPH), 1205.04 PAVEMENT MARKINGS INTERSECTIONS DRAWN BY: LCK
N EXCEPT 10 FT ON -CENTER IN RADII, AND 3 FT OFF THE EDGE OF AN OPEN TRAVELWAY, WHEN LANE 7205.05 PAVEMENT MARKINGS - TURN LANES
o CLOSURES ARE NOT IN EFFECT. CHK•D BY: BTV
1205.07 PAVEMENT MARKINGS - PEDESTRIAN CROSSWALKS
Q) PLACE SETS OF THREE DRUMS PERPENDICULAR TO THE EDGE OF THE TRAVELWAY ON 300 FT CENTERS WHEN 1205.08 PAVEMENT MARKINGS -SYMBOLS AND WORD MESSAGES E-MAIL: [e-mail]
UNOPENED LANES ARE CLOSED TO TRAFFIC. THESE DRUMS SHALL BE IN ADDITION TO CHANNELIZING DEVICES.
1205.09 PAVEMENT MARKINGS - PAINTED ISLANDS
r 7205.13 PAVEMENT MARKINGS - NEW INTERCHANGES AND INTERSECTIONS °o `aM ° io° s�ou°o o 1 sE usE woTHO 'sPEaF°c ao°Ecr'" s
9 1250.01 PAVEMENT MARKER SPACING SHEET TITLE:
Y
1251.01 RAISED PAVEMENT MARKERS - PERMANENT AND TEMPORARY TRAFFIC MANAGEMENT
A 1253.01 SNOWPLOWABLE RAISED PAVEMENT MARKERS A
PLAN
SHEET NO.
O
N
q� FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
1 2 3 4 5 6 7 8 9
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WAKE COUNTY
PIN- 07JO330409
PID: 0465556 \ \
SITE ADDRESS.• 7451 WOODS CREEK RDA',
DUKE ENERGY PROGRESS INC DB 018637 PG 02625 \
P/N.- 0629626959 ZONING, RURAL RESIDENTIAL \
PID: 0110325 \ w LENNAR CAROLINAS LLC
\ �` ` `' ` SITE ADDRESS.• 4113 DEER PATH RD c�
DB 015289 PG 02437PIN: 0730534863� �C, w
PID: 0292227
SITE ADDRESS: 7300 WOODS CREEK RD
® DB 017612 PG 01928
ZONING: PLANNED UNIT DEVELOPMENT
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/ / i / \ , / \ ��/� / r \ ✓// �7 r \ �� �� \ \ /jr//// �✓/ / / DB 015189
DUKE ENERGY PROGRESS INC,
SIGNING NOTES /� r I PIN- 0629626959
I PID: 0110325
/.REMOVE AND DISPOSE OF EXISTING "U"CHANNEL POST. / / S16- ADDRESS. 4113 DEER PATH RD
2.ERECT EX/STING SIGN ON NEW 'U'CHANNEL POST. / DB 015289 PG 02437
3.REMOVE AND DISPOSE OF EXISTING SIGNS AND "U"CHANNEL POST.
4. THE BACKGROUND FOR TYPE E & F SIGNS SHALL BE TYPE C / i / / / \� \ I /� J\ / \ \ \ I
REFLECTIVE SHEETING.
5.ALL STREET NAME SIGNS SHALL ADHERE TO 2009 MUTCD. / / //�
ALL STREET NAME SIGNS SHALL BE APPROVED BY THE / / < / / / R OSTER HEADST NE \
TRANSPORTATION AND FACILITIES DEPARTMENT STAFF
PR/OR TO INSTALLATION.SHHAL HEADST NE II
SIGNING LEGEND PAVEMENT MARKING LINES PAVEMENT MARKER LEGEND // ' ;'T °; ') \ A/
♦ DENOTES EXISTING SIGN T2 - THERMOPLASTIC (4" WHITE, 90 MILS) LANE LINE
T4 - THERMOPLASTIC (4" WHITE, 90 MILS) 3' - 9�/SP MINISKIP �- DIRECTION OF TRAFFIC FLOW
/ / ( /\ ��5 CEMETERY UT
T
ER
Tll - THERMOPLASTIC (4" YELLOW, 90 MILS) SINGLE CENTER
DENOTES NEW °U°CHANNEL POST/PROPOSED SIGN LOCATION
T12 - THERMOPLASTIC (4" YELLOW, 90 MILS) 10' SKIP PAVEMENT MARKING -� ✓� //// 4 II
DENOTES EXISTING "U"CHANNEL POST7EXIST/NG SIGN LOCATION T13 - THERMOPLASTIC (4" YELLOW, 90 MILS) DOUBLE CENTER NOTES:
T46 - THERMOPLASTIC (8" WHITE, 90 MILS) CROSSWALK LINE 1. CONTRACTOR TO TIE PROPOSED MARKINGS TO\/// /I Iy
T61 - THERMOPLASTIC (24" WHITE, 90 MILS) STOP BAR EXISTING MARKINGS AT PROJECT LIMITS. 1` '14 '✓J —Iti
DENOTES SIGNALIZED INTERSECTION 2. CONTRACTOR SHALL MILL ANY EXISTING MARKINGS / \ \ Il
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/>' - r _> \(' / - \ J -) /' / / /) 11 /// o/ // // I l l / / �\ / rr c /✓ )/i K / \4 {/ o - - V/ , / /
NOTES: / - , / - \ \ '$R) \/ _, , / /'r , ( // / / / ., / ✓ - / / I r � \ \ / � / s 1 I I / I/ I / \ �1 - e - / l - / /
(.TOTAL DISTURBED AREA FOR OFFSfFE IMPROVEMENTS = 1039 AC. - / - r - , ,,/ � t / ) / 2g0 - \ 1 � V I \ // / l / /// / / / / // / / / ) J \ / I 1 \ \ \/ ,�. \ // � ) \ I ) 1 / /�/� y//( //1 1 \ 1I V I rR 1+/L I \ - - J , / g2 r ) 1 \ .N� -
2.ALL PUBLIC STREETS TO BE KEPT CLEAN OF SEDIMENT AT ALL TIMES OR - \, \ / l/r -, //-/ i / ) / \ ,, /, /� \ 1\ X /) / % r0�" / / // / i Ir, �., / ) I ( ` / ! / ) 1\ -\( ��,.QI r�/I ( ( 1 )// r I / / I // �(/ �1 f�1+ `r`�l I IV, Y14 >�\ \ � \- - - `T1 r \ / \ T ✓
A WASH STATION WILL BE REWIRED. , - J _„/ ( I � _ r_ �, , - / / I , I , _ _- � r , J & / - _ / i, o I,/, l l v / ,r , -1 A v ,,-av I I// ,/C I I rI,/ I ,_I e I _ I /� .i� ,A, 61 , , I I,,,, r , 1 I,. , \\v - - - /, FINeCLDL�SI&N N'OT-�ELEASEg Fb�C9NSTi+. TIOS _
C F D-XXXX-XX-XXXX
('DUKE
4ENERGY
MAILING ADDRESS:
MARK B. FRANKLIN
JLL-DUKE ENERGY ACCOUNT
410 S. WILMINGTON STREET
RALEIGH, NORTH CAROLINA 27602
Safety Expectations:
9ILLNES Reduce Risk
ZERO Remove Exposures to Hazards
INJURY Reinforce Safe Behavior
�OQo
Kimley)))Horn
© 2022
300 S MAIN ST. HOLLY SPRINGS, NC 27540, SUITE 212
PHONE: [phone]
WWW.KIMLEY-HORN.COM
NC LICENSE q: F-0102
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; O� CAROC✓''
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*A,L - °:
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---
SEAL '1111'oH\\- 2023
DUKE ENERGY PROGRESS
HOLLY SPRINGS OPERATION
CENTER AND TRAINING FACILITY
WOODS CREEK ROAD/WOODFIELD
HOLLY SPRINGS, NC. 27539
CINDER STATION ROAD
CONSTRUCTION DRAWINGS
PROJECT NO:
DRAWING NUMBER
C F D-)XXX-X-XXXX
ELECTRONIC FILE C0001.DWG
DRAWN BY: LICK
CHK'D BY: BTV
E-MAIL: [e-mail]
THIS DESIGN DRAM(ING IS THE EXCLUSIVE PRO- OF DUKE ENERGY
CO -RATION AND IS CONSIDERED CONFIDENTIAL.. IT SHALL NOT EE
_ F_� _ S.. L. O ��a USED IOR�TX SEC, IF enOHA TH
SHEET TITLE:
EROSION CONTROL
PHASE 2
SHEET NO.
R5.01
1 I 2 1 3 1 4 1 5 1 6 1 7 1 8 I 9
E1 SIZE DWG: PLOT SIZE (3Ox42)

D..Sig. EnvelopeID:%D2EE9A-2EE1-4DEE-BE1E.B6E6FFB2824C
1
2
3
4
5
6
7
8
9
CONSTRUCTION SEQUENCE
VEGETATIVE PLAN (NCDENR 6.11)
TOPSOILING (6"04)
CONSTRUCTION SPECIFICATIONS
SEEDING AND MULCHING APPLYING AND COVERING L/MESTONE,FERTILIZER,AND SEED
CONSTRUCTION SPECIFICATIONS
The kinds of seed and fertllizer and the rates of application of seed,
MATERIALS
I. Request reconstruction meeting. e9 P 9
fertilizer, and limestone shall be as stated below. During periods of B) LIMESTONE AND FERTILIZER:
H
2. Obtain
overlapping dates, the kind of seed to be used shall be determined
Determine whether the quality and quantity of available topsoil justifies selective Temporary seeding - Protect topsoil stockpiles by temporarily seeding as soon
handling. Ouality topsoil has the following than 30 120 the
grading permit:
by the Engineer. Limestone may be applied as a part of the seedbed
characteristics: as possible, no more working days or calendar days after
formation of the stockpile.
3. Install all erosion control measures as shown;
preparat/on,provlded It Is Immediately worked Into the soil.
Texture - loam, sandy loam, and silt loam are best; sandy clay loom, silty clay
Date Type Planting Rate if not so applied, limestone and fertilizer shall be distributed
loom, clay loam, and loamy sand are fair. Do not use heavy clay and organic Permanent vegetation - If stockpiles will not be used within 12 months they
4. Obtain certificate of compliance through on -site Inspection
by Erosion Control Officer;
uniformly over the prepared seedbed at the specified rote of
Mor.1-Aug.31 Toll Fescue 50 lbs./acre
soils such as peat or muck as topsoil. must be stabilized with permanent vegetation to control erosion and weed
growth.
appwe lication and then harrod,roked,or otherwise thoroughly
Centipede 5 lbs./acre worked or mixed into the seedbed.
Organic matter content - (sometimes referred to as "humic matter") should be
5. Proceed with grading;
Hulled Common Bermudogross 25 Ibs✓acre
greater than l.5% by weight. SITE PREPARATION
Fertilizer 500 Ibs✓ocre
6. Clean sediment basins when one-half full;
Limestone 4000 lbs./acre if liquid fertilizer is used,storage containers for the liquid
Sep. /-Feb.28 Tail Fescue 50 Ibs✓ocre
Acidify - pH should be greater than 3.6 before /lming,and timing is required If Before spreading toppsol/,establish erosion and sedimentation control practices
fertilizer stall be located on the project and shall be equipped
It is less than 6.0. such as diversions, berms,dikes,waterways,and sediment basins.
7. Seed and mulch denuded area within 15 days or duration
shown on ground stabilization requirements, whichever is
Centipede 5 lbs./ocre for agitation of the liquid prior to its use.The storage
Unhulled Common Bermudogross 35 lbs./acre containers stall be equipped pp g
eq PPe with approved measuring or
Soluble salts - should be less than 500 ppm. Grading - Maintain grades on the areas to be topsolled according to the
shorter, after any phase of grading;
Fertilizer 500 lbs./acre
meters devices which ill enable the Engineer to record at
Limestone 4000 lbs./acre n9 w w 9
approved plan and do not alter them by adding topsoil.
Sodium - sodium adsorption ratio should be less than 12.
8. Maintain soil erosion control measures until permanent ground
any time the amount of liquid that has been removed from
Liming of subsoil - Where the pH of the existing subsoil is 6.0 or less, or the
cover is established,
Slopes (2.1 and steeper) and Waste & Borrow Locations the container. Application equipment for liquid fertilizer,
The depth of material meeting the above qualifications should be at least 2 Inches. soil Is composed of heavy cloys, Incorporate agricultural limestone In amounts
Jon.I-Dec.3l To// Fescue 75 lbs./ocre other than a hydraulic seeder,shallbe calibrated to ensure
Soll factors such as rock fragments, slope, depth to water table, and layer recommended by soft tests or specified for the seeding mixture to be used.
9. Request final approval by Erosion Control Officer;
Unhulled Common Bermudogross 35 lbs./acre that the required rate of fertilizer Is applied uniformly.
thickness affect the ease of excavation and spreading of topsoil. Incorporate lime to a depth of at least 2 Inches by disking.
G
l0. Remove soil erosion control measures and stabilize these areas.
Fertilizer 500 lbs./acre
Limestone 4000 lbs./ocre
Generally, the u r port of the soil, which is richest in organic matter, is most Roughenin - Immediately prior to spreading the to soil.loosen the subgrade
upper g g y p. p ng P
desirable, however, material excavated from deeper layers may be worth storing by disking or scorlfying to a depth of at least 4 Inches, to ensure bonding of
MAINTENANCE
Approved Toll Fescue Cultivars CI SEED:
if it meets the other criteria listed above. the topsoil and subsoil. If no amendments have been incorporated, loosen
Follow the construction sequence throughout project development.
Adventure Adventure Il Amigo Anthem
Appaoche Apache l/ Arld Austin Seed shollbe distributed uniformly over the seedbed of the
the soil to o depth of at least 6 Inches before spreading topsoil.
Organic soils such as mucks and peots do not make good topsoil. They con be
When changes In construction activities are needed.amend the
Brookstone Bonanza Bonanza It Chapel Hill required rate of application, and Immediately harrowed,
identified by their extremely light weight when dry. SPREADING TOPSOIL
sequence schedule In advance to maintain management control.
Chesapeake Chieftain Coronado Crossfire ll drogged,roked,or otherwise worked so as to over the seed
Debutante Duster Falcon Falcon I/ with a layer of soil. The depth of covering shall be as directed
STRIPPING Do not spread topsoil while it is frozen or muddy or when subgrade is
Notification of Land Resources Sediment and Erosion Control
Fine/awn Petite Finelown Finelown I Genesis by the Engineer. if 2 kinds of seed are to be used which
wet or frozen. Correct any Irregularities in the surface that result from
Self -Inspection Program:
Grande Guardian Hawk Hound og require different depths of covering, they shall be sown
Jaguar Jaguar 111 Kentucky 3/ Kitty
Strip topsoil only from those areas that will be disturbed by excavation, filling, topsofling or other operations to prevent the formation of depressions or
roadbuildin or compaction by equipment. A 4 to 6-inch stripping depth is common, water pockets.
g• .
The Sedimentation Pollution Control Act was amended in 2006
to that for land -disturbing
Monarch Montauk Mustang Olympic separately.
but depth varies depending on the site. Determine depth of stri ing by taking
locations to be depth Compact tie topsoil to the
require persons responsible activities
Inspect o offer each of the to make
Pacer Phoenix Pixie Pyramid
soil cores at several within each area stripped. opsoil enough ensure good contact with underlying soil,
varies along a from hilltop to toe of the slope. Put sediment but avoid excessive compaction, as it increases runoff and Inhibits seed
project phase project
sure that the approved erosion and sedimentation control pion Is
sedimentation
Rebel Rebel Jr. Rebel ll Renegade When a combination seed and fertilizer dri11 Is used,
generally gradient
osins,diverslons,and other controls into place before stripping. erminotion. Light
g pocking with a roller Is recommended where
being followed. Rules detailing the documentation of these
Safari Shenandoah Tempo Titan fertilizer may be dri/led in with the seed offer limestone
igh-maintenance turf Is to be established.
inspections took effect October 1,2010. The self -inspection
Tomahawk Trailblazer Tribute Vegas has been applied and worked into the soil. If 2 kinds
Wolfpack Wrangle
STOCKPILING
Is separate from the week/ self-monitorin program of
program po y g p og
the NPDES Stormwoter Permit for Construction Activities. The
of seed are being used which require different depth of
eq P
the the lighter
On slopes and areas that will not be mowed, the surface may be left rough
Select location to drainogeways,avoiding topsoil. A disk be to bonding the Interface
focus of the self -Ins tion report Is the Installation and
P� Po
covering, seeding requiring covering may
SEEDING AND MULCHING
b n br d t r 'th I tt hm nit the
stockpile avoid slopes and natural after spreading may used promote at
t ll
traffic routes On large sites respreading is easier and more economical when between topsol and subsoil
F
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obe
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g
I
maintenance f erosion n sedimentation control r
a e o ce o e os o and sed e o o co o measures
according to the opproved plan. The inspections must be
e sow oa cos o ws a specsa a ac e o
On cut and fill slopes 2:l or steeper, odd 30' (23kg) Sericea Lespefeza drill, or drilled lightly following the initial drilling operation.
l t l t r will
topsoil is stockpiled In smolt plies located near areas where they w / be used.
All stockpile areas used shall be stabilized with silt fence and seeded. After topsol) application, follow procedure for seedbed preparation, taking care
conducted after each phase of the project, and continue until
permanent ground cover is established in accordance with NCGS
January 1-December 31.
When a hydraulic seeder is used for application of seed
to avoid excessive mixing of topsol/Into the subsoil.
Sediment barriers - Use sediment fences or otter barriers where necessary to
113A-54.1 and I5A NCAC 4B.0131. The Self -Inspection Report
Fertilizer shall be 10-20-20 analysis. Upon written approval of the Engineer, and fertilizer. the seed shall not remain in water containing
retain sediment.
form is available as an Excel spreadsheet from
a different analysis of fertilizer may be used provided the 1-2-2 ratio is fertilizer for more than 30 minutes prior to application
http://portGl.ncdenr.ol,glweb/Irlerosion.If you have questions
the form, NCDENR Division
maintained and the rate of application adjusted to provide the same amount unless otherwise permitted by the Engineer.
or cannot access please contact of
Land Resources at [phone].
of plant flood as a 10-20-20 analysis.
Immediately after seed has been properly covered the
RIP RAP (6,I5)
LAND GRADING (6.02)
SEEDBED PREPARATION seedbed shall be compacted In the manner and degree
CONSTRUCTION SPECIFICATIONS
CONSTRUCTION SPECIFICATIONS
MAINTENANCE PLAN
approved by the Engineer.
The Contractor shall cut and satisfactorily dispose of weeds or other
unacceptable growth on the areas to be seeded. Uneven and rough areas
subgrade Preparation - Prepare the subgrade for rlprop and filter to the required
I. Construct and maintain Gil erosion and sedimentation control practices and
I. The Contractor shollinspect all erosion and sediment
control for stability and operation within 24 hours
outside of the graded section, such as crop rows, farm contours. ditches,
the subgrade
to a density approximating that of the surrounding undisturbed teriolor overfill
lines and grodes shown on the plans. Compact any fill required ijeec
measures In accordance with the approved sedimentation control plan and
construction schedule.
practices
following every runoff producing 0.5" rainfall (in a 24 lour
and ditch spoil banks, fence line and hedgerow soil accumulations,
depressions with riprop. Remove brush, trees, stumps and other otional
period)butin no case less than once every week. Any
oiler minor Irregularities which cannot be obliterated normal seedbed
by
the MULCHING
material. Cut the sub rod sufficient) de that the finished roof the ri ro
Y • P 9P P
be at the elevation of the surrounding area. Channels should e excavated
2. Remove good topsoil from areas to be graded and filled, and preserve
it for use in finishing the grading of all critical areas.
needed repairs will be mode immediate/ by the Contractor
to maintain all practices as designed. so per National
preparation operations, shot/ be shaped and smoothed as directed by
Engineer to provide for more effective seeding and for ease of
suf
sufficientlytoallowplacement of therprpInoanner such tt the finished
Inside dimensions the design
E
Pollutant Discharge Elimination System (NPDES) general
subsequent mowing operations. A) GENERAL:
and grade of riprop meet specifications.
3. Scarify areas to be topsoiled too minimum depth of 2 inches before
stormwoter permit,a rain gauge must be installed on site.immediatelyplacing
The rain gauge must be kept onsife and inspections by
ct
the Contractor must be made and logged aft ever
l og9. y
The soil shot/then be scar/fled or otherwise loosened to a depth of not All seeded areas shall be mulched unles otherwise Indicated
/n the special or directed by the Engineer.
and gravel filter blanket - Place the filter blanket tel after the ground
foundation is prepared. For gravel, spread filter stone in o uniform layer to the
foundation
Where than layer filter Is the
topsoil.
4. Clear and grub areas to be filled to remove trees,vegetotion,roots,or
half inch rainfall and once a
less than 5 inches except os otherwise provided below or otherwise provisions
specified depth: more one of material used, spread
layers with minimal mixing.
other objectionable material that would affect the planned stability of the fill.
2. The Contractor shall remove sediment from sediment
basin wlen storage capacity has been approximately 50%
9 Pa tY PP Y
directed by the Engineer. Clods shall be broken and the top 2 to 3 inches
of soh/shall be Worked Into on acceptable seedbed by the use of soil Grain straw may be used as mulch at any time of year. If
permissions to use material other than grain straw 1s
Synthetic filter fabric - Place the cloth filter directly on the prepared foundation.
5. Ensure that fill material is free of brush, rubbish, rocks, logs, stumps,
building debris, and other materials inappropriate for constructing stable fills.
filled. Gravel will be cleaned or rep/aced when the
pulverizers, harrows; or by otter methods approved by the
Engineer. All rock and debris 3 inches or larger stall be removed on requested by the Contractor and the use of such material Is
Overlap the edges by at least12 inches, and space anchor pins ever 3 ft along
the overlap. Bury the upstream end of the cloth a minimum of 12 Inches below
6. Place all fill In layers not to exceed 9 Inches In thickness, and compact
sediment pool no longer drainsproperly.
9
median, shoulder, and ditch cut or fill slopes which are 3:l or flatter, approved by the Engineer, the seasonal limitations, the
round and where necessary, bur the lower end of the cloth or overlap
9 y. Y p with tie
the layers as required to reduce erosion, slippage, settlement, or other
3. The Contractor shall remove sediment from behind silt
prior to the application of seed and fertilizer. methods and rates of application, the type of binding
material, or otter conditions governing the use of such
next section as required. Take care not to damage the cloth when placing rlprop.
If damage occurs remove the rlprop and repair the sheet by adding another layer
related problems.
fence when it becomes 0.5 feet deep at the
fence. Slit fence will be repaired as necessary
Po Y
On cut slopes that ore and steeper, both the depth of preparation material will be established by tie Engineer of the time
of filter material with a minimum overlap of 12 Inches around the damaged area.
/f extensive damage Is suspected, remove and rep/ace the entire sheet.
7. Do not incorporate frozen material or soft or highly compressible
materials into fill slopes.
to maintain a barrier.
of of approval.
and the degree of smoothness of the seedbed may be reduced as
4. The Contractor shall fertilize, reseed as necessary, and
permitted by the Engineer, but in oil cases the slope surface shall be
Where large stones are used or machine placement /s difficult,a 4-inch layer of
fine gravel or sand may be needed to protect the fllter cloth.
8. Do not place fill on a frozen foundation. due to possible subsidence and
slippage•
mulch oil seeded areas according to specifications In the
scar/fled, grooved, trenched, or punctured so as to provide pockets, B) APPLYING MULCH:
D
vegetative plan to maintain a vigorous, dense vegetative
cover,
ridges, or trenches In which the seeding materials can lodge. Contractor
shall be responsible for providing the required seed bed. It may be Mulch shall be applied within 24 hours after completion of
Stone Placement - Placement of r/ ra should follow Immediate/ after locement
Y P
of the filter. Place rlprop so that f forms o dense, moss of stone with
9. Keep diversions and offer water conveyance measures free of sediment
during Gil phases of development.
5. The Contractor must Inspect all outlets where stormwoter
runoff leaves the site and evaluate the effect on nearby
necessary to seed these sections with a hydro -seeded. seeding unless otherwise permitted by the Engineer. Care
shall be exercised to prevent displacement of soli or seed
a minimum of voids. The deslred dlsbrlbution of stones throughout the moss may
be obtained by selective loading of the quarry and controlled dumping during
final placement. Place rlprop to Its full thickness In one operation. Do not place
/0. Handle seeps or springs encountered during construction In accordance
streams or wetlands. Corrective action must be taken if
On cut slopes that are elther 2.1 or steeper, the Engineer may permit or other damage to the seeded area during the mulching
riprop by dumping through chutes or other methods that cause segregation of
with approved methods.
sediment is deposited off site or into stream or wetland,
or causes a visible increase in turbidity of any waterbody.
the preparation of a partial or complete seedbed during the grading operations. Mulch shall be uniformly spread by hand or
of tie slope. if of the time of seeding and mulching operations such by approved mechanical spreaders or blowers that will
stone sizes. Take care not to dislodge the underlying base or filter when placing
the stones.
II. Permanently stabilize oil graded areas immediately after final grading is
completed on each area In the grading plan. Appl temporary stabilization
6.The Contractor shollprovide ground cover on exposed slopes
or other areas within the timeframe specicied sn the stabilization
i
preparation is still in o condition acceptable to the Engineer, additional provide on acceptable table a lI
P P pp catfon.An acceptable
seedbed preparation may be reduced or eliminated. application will be that which will allow some sunlight to
The finished slope should be free of pockets of small stone or clusters of large
measures on all Graded areas wlen work is to a interrupted or delayed for
15 working days or longer.
table or sooner completion of any phase of grading.
g g
penetrate and air to circulate but will also partially shade
Seedbed preparation within 2 feet of the edge of any pavement
stones. Hand placing may be necessary to achieve the proper distribution of
stone sizes to produce a relatively smooth,uniform surface. The finished grade
12. Show topsoil stockpiles, borrow areas, and spoil areas on the plans, and
the ground, reduce erosion, and conserve sot/ moisture.
shall be limited to a depth of 2 to 3 inches.
of the riprop should blend with the surrounding area. No overfall or protrusion of
r/prop should be apparent.
make sure they ore adequately protected from erosion. Include final
stabilization of these areas In the plan.
GROUND STABILIZATION REQUIREMENTS
The preparation of seedbeds sholl not be done Wien the soil is frozen, C) HOLDING MULCH:
MAINTENANCE
MAINTENANCE
Contractor stall stabilize (temporary or permanent) all disturbed
extremely wet, or When the Engineer determines that it is on otherwise
unfavorable working condition. Mulch shot/ be held In place by applying o sufficient amount
inspect channels at regular intervals as well as offer mo 'or rains, and make repairs
Promptly. Give special attention to the outlet and in/et sect ons and other points
Perlodlcol/ clack all graded areas and the supporting erosion and
y 9 PPo 9 .
sedimentation control practices, especial/ after heavy rainfalls. Promptly
areas within 7 or 14 days of termination of grading operations
of asphalt or otter approved binding material to assure that
concentrated flow enters. Carefully check stability at rood crossings and
remove all sediment from diversion andotterwater-disposal practices. if
per the followingwhere
guld/Ines.
APPLYING AND COVERING L/MESTONE,FERTILIZER,AND SEED the mulch Is properly held In place.Tle rote and method of
look for Indications of p/ping,scour holes, or bank failures. Make repairs
washouts or breaks occur, repair them immediately. Prompt
C
Perimeter dlkes,swoles,ditches and slopes- 7 days
application of binding material shall meet the approval of the
A) GENERAL: Engineer. Where the binding material Is not applied directly
immediately. Mointaln all vegetation adjacent to tie channel in a healthy,
vigorous condition to protect the area from erosion and scour during out -of -bank
maintenance of small eroded areas before they become significant gullies
is on essential port of an effective erosion and sedimentation control plan.
High Dual/ty Water Zones- 7 days
Slopes 2:1or steeper- 7 days
with the mulch 1t shall be applied immediately following the
flow. Contra/ of weed and brush growth may be needed In some locations.
Slopes between 2:1 and 3:1 greater than /0' in length- 7 days
Slopes between 2:1 3.1 less than /0' In length- 14 days
Seasonal limitation for seeding operations; the kinds of grades of mulch application.
and
Slopes between 3:1 and 4.1 less than 50' in length-14 days
4.1
fertilizers, the kinds of seed; and the rates of application of limestone,
fertilizer, and seed shall be as stated in the special provisions. During the application of asphalt binding material, or other
Slopes between 3:1 and greater thon 50' in length- 7 days
Slopers flatter than 4:l- l4 days
approved binding materials which may cause damage,
Equipment to be used for the o llcatlon, covering, or adequate precautions steal/ be token to prevent domo e to
application, 9 e9 P P g
GRASS -LINED CHANNELS (6"30)
compaction of limestone, fertilizer, and seed shall have been traffic, structures, guarda/ls, traffic control devices, or any
approved by the Engineer before being used on the project. other appurtenances. The Contractor shall either provide
Approval may be revoked at any time If equipment Is not adequate covering or change methods of application as
maintained In satisfactory working condition, or If the required to avoid such damage. When such damage
CONSTRUCTION SPECIFICATIONS MAINTENANCE
equipment operation damages the seed. occurs the Contractor shall repair it. including any cleaning
that may be necessary.
I. Remove all trees, brush, stumps, and other objectionable material from the During tie establishment period, check grass -lined channels after every rolnfal.
Limestone, fertilizer, and seed shollbe opplled within 24 hours
or shallr
after completion of seedbed preparation unless otherwise The Contractor shall take sufficient precautions to prevent
l re unlessher
foundation area and dispose of properly. After grass is establlshed,periodically check the channel: check it after every
heavy rainfall event. Immediately make repairs. /t Is particularly imporfant to
2. Excavate the it to lines dimensions clack the thane/ outlet road crossings for bank stoblllty evidence
B
permitted the Engineer, but limestone feri shall mulch from drainage structures through displacement
Pe Y 9 9 9 9the
be distributed and no seed shall be sown when the Engineer by wind, water, or otter causes and sholl promptly remove
channel and shape neat and shown on and all and
plans plus o 0.2-ft overcut around the channel perimeter to allow for bulking of piping or scour hales. Remove oil significant sediment accumulot/ons to
during seedbed preparations and sod buildup. maintain the designed carrying copacliy. Keep the gross In a health✓ vigorous
determines the weather and soil conditions are unfavorable airy blockage to dralnage facilities that may occur.
condition of all times, since It Is the primary erosion protection for the channel.
for such operations.
3. Remove and properly dispose of all excess soil so that surface water may
enter the channel freely.
During the application of ferti/izer,adequote precautions shall
token to damage to traffic,
4. The procedure used to establish grass in the channel will depend upon the
prevent structures, guardrails,
traffic control devices, or any other appurtenances. The
severity the conditions and selection of species. Protect the channel with mulch
or a temporary liner sufficient to withstand anticipated velocities during the
Contractor shall either provide adequate drainage covering or
establishment period.
change methods of application as required to avoid such damage.
When such damage occurs the Contractor sho/Irepair It,
Including any cleaning that may be necessary.
1 2 3 4 5 6 7 8
A
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
9
DRAWING NO.
C F D-XXXX-XX-XXXX
L' ENEDUKE
R Y Go
MAILING ADDRESS:
MARK B. FRANKLIN
JLL- DUKE ENERGY ACCOUNT
410 S. WILMINGTON STREET
RALEIGH, NORTH CAROLINA 27602
Safety Expectations:
ILLNES Reduce Risk
ZERO Remove Exposures to Hazards
INJURY Reinforce Safe Behavior
aOQo
Kimley)))Horn
© 2022
300 S MAIN ST. HOLLY SPRINGS, NC 27540, SUITE 212
PHONE: [phone]
WWW.KIMLEY-HORN.COM
NC LICENSE q: F-0102
CARO///;',
MGI .....
qM 9/1/2023
SEAL !lIIIIIII���.
DUKE ENERGY PROGRESS
HOLLY SPRINGS OPERATION
CENTER AND TRAINING FACILITY
WOODS CREEK ROAD/WOODFIELD
HOLLY SPRINGS, NC. 27539
CINDER STATION ROAD
CONSTRUCTION DRAWINGS
PROJECT NO:
DRAWING NUMBER
C F D-XXXX-X-XXXX
ELECTRONIC FILE C0001.DWG
DRAWN BY: LICK
CHK'D BY: BTV
E-MAIL: [e-mail]
CO-IIATION AND IS CONSIDERED CONFIDENT11 IT SHALL NOT EL
Mi+�o Fa rioN S.. L. o �7ae uSEo oa T; scec1irpc vnoViecr rNis
SHEET TITLE:
EROSION CONTROL
DETAILS
SHEET NO.
R5.02
)WG: PLOT SIZE (30x42)

D..Sign E.-I[i,eID: 96D2EE9A-2EE1-4DEE-BE1E-B6E6FFB2824C
I 1
4
8 9
STEEL FENCE POST
WIRE FENCE -
HARDWARE CLOTH-
H FILTER OF 1 INCH DIAMETER
# 57 WASHED STONE
FLOW DIRECTION
- � -_
SIDE VIEW
FILTER OF 1 INCH DIAMETER
# 57 WASHED STONE 'PC
Oc
NOTE: 0
SILT FENCE FABRIC TO OVERLAP o O
HARDWARE CLOTH BY 12 INCHES ,
G NOTE:
USE SILT FENCE OUTLETS ONLY WHEN
DRAINAGE AREA DOES NOT EXCEED 1/4
ACRE AND THERE IS A LOW AREA. USE
AS A REPAIR OF SILT FENCE FAILURES.
.. �� .C.,.��Jl..�iL�,�.'. IIII � ..►.
SILT FENCE FABRIC HARDWARE CLOTH '-STEEL FENCE POST
ON WIRE FENCE ON WIRE FENCE
PLAN VIEW
STEEL FENCE POST SET
FRONT VIEW AND SILT FENCE FABRIC 6^INCHES INTO
THE TRENCH
STANDARD SILT FENCE OUTLET
CONSTRUCTION SPECIFICATIONS
MATERIALS
3. Construct the filter fabric from a continuous roll cut to the Ierplh M the barrier
Il. Fasten support wire fence to upslope side M posts.extending 6 Incl65 Into the trencn.
to avoid JMMs. Wien ��oiMs ore nerx'.ssory,seare/y fasten the f1/fer MWA Doty M o
support post with overlap to The next post
I2. Attach continuous length ric
�Ine.W are alc
1. Use a syMABflc inter fabric a o pervious steel ot polypropy/ene.Mlat po/yesta,
o/ apl�,MM/ace Is cert/tied M fie manAocturer or supplier as conforming
portico/arty at /aW pot In fit e giants necassor �f n.offoljc
to
YarhwhMch
to 1AB requlremenis sholvn In foe foD/e DeloW.
4. Support standard strength filter fabric by wire mesh fastened securely to the upslope
securely support pasts and overlap the next past.
Synthellc finer fabric should contain ultraviolet and stabilizers to a
side of the posts using ieoyy toll wire staples of least Incch lorg•or the wires.
Extend the Wire mesh suppof fo le bW ar the french
13. Attach wornIf sign (see Tree Protection Detaln to fence Where fence Is located
]n Is Incidental fence.
T;.1"'0ars provide
minimum of 6 moMAs of expected usable Canslruotlon 11(e at a temperature range M 0
5. When a wire mesh support fence Is used.space posts a maximum of 8 ft oGnri.
odJaceM to and buffer areas Warning sign to silt
F
to 120 degrees F.
Support pO5Y5 should be driven securo Into the ground to a minimum of /8 inches on the
MAINTENANCE
2. Ensure that posts for sediment fences are /33 /D/l//iear ih steel W/M a minimum
downslppe side of tie trench
Inspect sedimeif ences and fence ant/els at least o/Ke a week and after each rainfall.
length M 4 ft. broke sure tlot steel posts love projections to facilitate fastening the fabric.
6. Extro strength filter fabric with 6-ft post spacinngg does not require wire mesh
suppo fence. Slade a wire the filter fobrfe dlrectry to posts.
Make oM reWlreO repairs Immediately.
3. For relmforcemeM of standard strength filter fabric. use Wire fence with a mintmum
p7 gauge and amax/mum mesh spacing M 6 odes.
7. Excavate a trench a0�oxlmately 4 /oehas wide and 8 Inctes deep along g the proposed
Should the fabric of o sediment fence calapse.ieor,dBcompase a beco a Ineffective.
replace n promgty. Replace bur/op every 60 days.
CONSTRUCTION
line of posts and upsape from tot border.
Remove sediment degasifs as cecessq to Ixuvlde adequate Storage age volume for the next
8. Adjust spacinq to place posts at low points along the fence /Ilia.
rain and to reduce pressure an the fence. Take core to avoid undermining the fence
1. Construct the sediment barrier of standard strength a extra strength synthetic filter fabrics.
during clean t.
2. Ensure flat the hetppM of the sediment fence does not exceed /8 inches above fie
9• Backfill the trench with composted son er gravel placed over the finer fabric.
Remove all fendn9 mo/aria/s ant unsfoD/e sedlmsnH depasns and Ddnngg lie area to grade
grand surface. (Hig/er fences may Impound volumes of water sufflctent to cause failure
of the structure).
10. Do not attach finer fabric to existing trees.
ant stabilize /f after the coMdbuting dro/roge area los been praperry stabilized.
E
9
MINIMUM 10 C
LINE WIRES -
IIII
IIII
IIII■■■■■■■■■■■■■■IIIII
►♦Ir♦♦♦♦♦1♦♦♦♦♦♦♦H
-SILT FENCEI FABRIC
INSTALLED TO SECOND
III.♦�♦,,S♦�♦►
♦�■■■■■■■■♦�♦�►�♦�♦�H�♦�♦�1�1111
'IIII''
_
1=11 1=11=11 11=11 11 = H.
TQ
FRONT ''llllll
.m _
NOTE:
USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW.
WOVEN WIRE FABRIC
SILT FENCE FABRIC
In 0
,� 3 GFILL ^SLOPE
MINIMUM COVER
O
II la l,.-IOVER SKIRT
0
N _ ANCHOR SKIRT AS
DIRECTED BY ENGINEER #
-1 11=
�=1il=Ili
SIDE VIEW
STANDARD TEMPORARY SILT FENCE
MINIMUM 121,� GAUGE
INTERMEDIATE WIRES
GRADE
paw-
* FOR REPAIR OF SILT FENCE FAILURES
USE REINFORCED SILT FENCE OUTLET DETAIL
C BLOCK AND GRAVEL INLET PROTECTION (6.52)
NOTES:
I. Use block and grove/ Inlet protection when In/et Is of existing
pavement locations. DEWATER/NG
r CONCRETE BLOCK
2. Use block &gravel device or acceptable alternative over grate IL drain holes. �---�
a B
A
CONSTRUCTION SPECIFICATIONS
I. Lay one block on each side of the structure on its side in
'
d .r
the button row to allow pool drainage. The foundation should
be excavated at least 2 Inches below the crest of the storm droln.
Place the bottom row of blocks against the edge of the
o
8 •57 WASHED STONE
storm droln for lateral support and to avoid washouts when
8
V6
overflow occurs. if needed, give lateral support to subsequent rows
by placing 2x4 wood studs through block openings.
2. Carefully fit hardware cloth or comparable wire mesh with
-
0.0.
1�1000
0
V2 -Inch openings Oyer all block openings to told gravel In place.
rrrrQ���1l
J. Use clean gravelAto V2-Inch dlameter,ploced 2
Inches below the top of the block on o 2.1 slope or flatter and
smooth It to an even grade. Use DOT •57 wasted stone.
V
may,-,j�,,,y,�
e o
4. The structure shall be Inspected after each rain and repairs
"' `-" <DJ00)CO@.OoD0
O G?GD
made as needed. -�
5. Sediment stall be removed and the trap restored to Its original
dimenslons when the sediment has accumulated to V2the design
depth of the trap. Removed sediment shall be deposited in a 2.1 SLOPE. GRAVEL FILTER
suitable area and in such a manner that it will not erode.
6. Structures stall be removed and the area stabilized when the
remaining drainage area has been properly stabilized. r WIRE SCREEN
7. No. 57 stone shall be paid for of the contract unit price per TEMPORARY SEDIMENT I
ton 'Sediment Control Stone•. POOL ­1
5 6 7
TEMPORARY DIVERSIONS (6.20)
CONSTRUCTION SPECIFICATIONS
I. Remove and properly dispose of all trees, brush, stumps, and other objectionable material.
2. Ensure that the minimum constructed cross section meets all design requirements. COMPACTED SOIL
J. Ensure that the top of the dike is not lower at any point than the design elevation plus the
specified settlement.
4. Provide sufficient room around diversions to permit machine regrading and cleanout.
5. Vegetate the ridge immediately after construction, unless it will remain in place less than
30 working days.
6. Use temporary liner where noted on plans.
7. Temporary diversion ditch construction shall be paid for at the contract unit price per cubic
yard "Drainage Ditch Excavation."
MAINTENANCE
Inspect temporary diversions once a week and after every rainfall. Immediately remove
sediment from the flow area and repair the diversion ridge. Carefully check outlets and
make timely repairs as needed. When the area protected is permanently stabilized, remove
the ridge and the channel to blend with the natural ground level and appropriately stabilize it.
CLEAN
WATER DIVERSION
CWD - - CWD - - CWD - - CWD CWD
(Not to Scale)
STABILIZE EXCAVATE
MATERIAL
SOIL STABILIZATION
GEOTEXTILE
OFFSITE
1'
CLEAN WATER
_ MIN. "._.''..
2:1 " ill®III°
1'
MIN.
WATTLE DETAIL
Q.
SN
PPv�MENS
S.. meal ^ EDGE OF PAVEMENT
EXCELSIOR WATTLE
OS�yOQ�
9
MATTING
BACK
SLOPE
ISOMETRIC VIEW
2'(MAX.)
2' UPSLOPE
STAKE NATURAL GROUND
MATTING
�2' DOWNSLOPE
CROSS SECTION STAKE
VEE DITCH
2 IN.
2' UPSLOPE
%
STAKE NATURAL GROUND
MATTING
2' DOWNSLOPE
CROSS SECTION STAKE
TRAPEZOIDAL DITCH
FLOW
NOTES:
USE MINIMUM 18 IN. DIAMETER EXCELSIOR WATTLE.
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL
CROSS SECTION.
ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT
WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNBLOPE
STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE
FORMED INTO A U SHAPE NOT LESS THAN 18" IN LENGTH.
INSTALL STAPLES APPROXIMATELY EVER 1 LINEAR FOOT ON
BOTH SIDES OF WATTLE AND AT EACH ENO TO SECURE IT TO THE SOIL.
INSTALL MATTING IN ACCORDANCE WITH SECTION I- OF THE
STANDARD SPECIFICATIONS.
Q.tt:•�:'W'
TOP VIEW
TEMPORARY DIVERSION DITCH DETAIL
2' MINIMUM H
FLOW
MINIMUM I/
6' TYPICAL
CROSS SECTIONAL VIEW
-STABILIZE DIVERSION
DITCH WITH TEMPORARY
SEEDING AND EROSION
CONTROL NETTING. G
F
E
M
O C
MINIMUM 50mn SURFACE COURSE DEPTH OR CLASS Z
o m "B" STONE. USE AS DIRECTED BY THE ENGINEER. C/3
v
EARTH BERM DITCH BLOCK Q Q
� � 0 A EARTH BERM DITCH BLOCK A ¢ �
DF-I��o HCC V, U
.m+Z�=D FUTURE E.O.P.- _.. _.-_-. ._.-_-. _, _FUTURE E.O.P._ _--_-- -_, Coll =Z
OO�n1-..-----.-. 1.Sm MIN. .-.---.-..1.2m MIN. -.--- Wo LL
Z r11 0.8m MIN. 0.8m MIN. COMPACTED EARTH H-U 01,
= rn O O SUMP LOCATION SUMP LOCATION
H 2 ~ 2
Z � O H � PIPE "T" SECTION co �- LL O� aJ
CT�7DD y y OO�pC
D Z
�O V I II WD
(n II
TEMP. SLOPE DRAIN TEMP. SLOPE DRAIN
TEMP. EARTH SHOULDER BERM TEMP. EARTH SHOULDER BERM
CLASS B STONE FOR CLASS B STONE FOR
INLET PROTECTION EROSION CONTROL INLET PROTECTION EROSION CONTROL
OPTION #1 ,��-I� OPTION #1 B
W EARTH BERM DITCH BLOCK LA FUTURE PAVEMENT L--A N
R1 m ANCHOR STAKES [C Z
TEMP. SHOULDER MP. EMTH SHOULDER BERM O y BERM DITCX mELBOWANCHOR STAKE (D -------_- _ --MIN•f/ COINCEXTENIDERAIN WITHAHEIGHTIRED OF TOEARTH BERM DITCH BLOCK Z�T,
- FINISHED EMBANKMENT FUTURE E.O.P O Q
Z -1 1\ TEEM 3 OmARTTHX SHOULDER BERM Q d W
Q Z NATURAL GROUND LINE` MIN..
IN - - I ELBOW O W OL
(n EARTH BERM DITCH BLOCK ` ` TEMPO Y SLOPE DRAIN TEMP• SHOULDER DITCH FILL O ~ 0
r TEMP. SHOULDER BERM DITCH MATERIAL - (/�
r O I.S. MIN ANCHOR STAKE p
0 3 STAGE BUILDUP OF FILL - ELBOW Q ILLz
0 Q N NOTE: TOE OF FILL LLI Q
ANCHOR STAKES 780mm LONG �TOE
AND SET MINIMUM 300mm DEEP. OF FILL HU-I y
D D CLASS B STONE OR SILT SHOULDER cc M
M -1 TEMPORARY SLOPE DRAIN BASIN TYPE B. SEE NOTES. POINT
yy SECTION A -A TEMP. EARTH SHOULDER BERM DITCH \\ `L m A
NOTES: ISOMETRIC VIEW
1. OPEN END PIPE WITH MINIMUM SETBACK AND PROPER COMPACTION IS AN ACCEPTABLE INLET TREATMENT FOR
STAGED CONSTRUCTION WHEN NOT LEFT IN PLACE FOR MORE THAN 30 DAYS.
2. WHEN A LONG DELAY IS EXPECTED BETWEEN FINAL GRADE AND PLACEMENT OR A PERMANENT DRAINAGE SYSTEM
Note•_ PROTECT THE INLET BY PLACING A TEE SECTION ON THE INLET AND/OR BY LINING THE INLET AREA
This drawing is dimensioned in WITH CLASS B STONE OR ASPHALT CONCRETE PLANT MIX AS DIRECTED BY THE ENGINEER.
SHEET 1 OF 1 millimeters Unless Otherwise 3. PLACE THE INLET FOR SINGLE DIRECTION FLOW IN A SUMP. SHEET 1 OF 1
1622.011 drawing. within the depicted 4. USE CLASS B STONE FOR EROSION CONTROL AT OUTLET LOCATIONS SUBJECT TO SCOURING.
P 9 • SILT BASIN TYPE B MAY ALSO BE UTILIZED TO CONTAIN SEDIMENT. 11622.011 FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
4 5 6 7 8 9
DRAWING NO.
C F D-XXXX-XX-XXXX
DUKE
ENER Yo
G
MARK B. FRANKLIN
JLL- DUKE ENERGY ACCOUNT
410 S. WILMINGTON STREET
RALEIGH, NORTH CAROLINA 27602
Safety Expectations:
ILLNES Reduce Risk
ZERO Remove Exposures to Hazards
INJURY Reinforce Safe Behavior
oOQo
Kimley)))Horn
© 2022
300 S MAIN ST. HOLLY SPRINGS, INC 27540, SUITE 212
PHONE: [phone]
WWW.KIMLEY-HORN.com
NC LICENSE #: F-0102
CAR
QpEE sq�y'
••.a �eEo %�� • .......... N�
�L
9/1/2023
SEAL Illlil�\-.
DUKE ENERGY PROGRESS
HOLLY SPRINGS OPERATION
CENTER AND TRAINING FACILITY
WOODS CREEK ROAD/WOODFIELD
HOLLY SPRINGS, NC. 27539
CINDER STATION ROAD
CONSTRUCTION DRAWINGS
o
aaaaaaaaa�
PROJECT NO:
DRAWING NUMBER
C F D-XXXX-X-XXXX
ELECTRONIC FILE C0001.DWG
DRAWN BY: LCK
CHK'D BY: BTV
E-MAIL: [e-mail]
i'FO-01 SHOULD ON a[ USED FOR T PRIOR
iFlC vnOVi[CT THIS
SHEET TITLE:
EROSION CONTROL
DETAILS
SHEET NO.
R5.03
E1 SIZE DWG: PLOT SIZE (30x42)

D—Sign EnveloIpe ID: 96D2EE9A-2EE14DEE-BE1E-B6E6FF132824C
1
3
H
G
DRAPE BAFFLE MATERIAL
OVER WIRE STRAND AND
SECURE WITH PLASTIC_
TIES AT POSTS AND ON
WIRE EVERY 12"
BAFFLES WITH METAL POST, WOVEN WIRE
FABRIC BACKING AND COIR FIBER NETTING —
PERSPECTIVE VIEW
9 GAUGE MIN. HIGH
TENSION WIRE STRAND
SHALL BE SECURED TO
POST TO SUPPORT
BAFFLE MATERIAL
F
FAO
rSECURE
IABLE DEPTH
END 9 GAUGE WIRE TO
IN SIDE OR INSTALL
OST TO ANCHOR
FLE TO SIDE OF BASIN
SECURE TO VERTICAL
T
FFLE
TO GROUND WITH 12" (11
GAUGE) STAPLES AT 12"
MAXIMUM SPACING.
SKIMMER WITH
RETRIEVAL ROPE
TOP OF DAM 5 �nimmcn
RETRIEVAL SKIMMERNSHELLF GRAVEL
WEIR 18. ROPE
ITF
PROTECT WEIR WITH FILTER
F FABRIC AND RIP RAP 43•'
GEOTEXTILE FILTER J „!
FABRIC o.
0
4' OR 6" PVC
SEDIMENT STORAGE DEPTH
5'x3'z18" LENGTH —
6" STONE APRON
SKIMMER BASIN CROSS SECTION
SEDIMENT BASIN MAINTENANCE
1. INSPECT TEMPORARY SEDIMENT BASIN AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1 INCH
RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE
BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE—HALF THE DESIGN
DEPTH. PLACE REMOVED SEDIMENT IN AN AREA WITH SEDIMENT CONTROLS.
2. CHECK THE EMBANKMENT, SPILLWAY, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE
EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY.
REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREAS.
FLEXI
(RADIAL
OUTLET END: CONNECTION
C TO OUTLET PIPE OR RISER
a B
A
KIMMER MAINTENAN
BAFFLES WITH METAL POST,
WOVEN WIRE FABRIC BACKING
AND COIR FIBER NETTING
(TYP.)
BAFFLES WITH METAL POST,
WOVEN WIRE FABRIC BACKING
AND COIR FIBER NETTING
(TYP.)
11 GAUGE 3' MINIMUM
LANDSCAPING STAPLE
5 FT. T POST
EMBEDMENT (TYP.)
STANDARD TEMPORARY SKIMMER BASIN
PERSPECTIVE VIEW
.E THROUGH DOOR
AT
INSPECT SKIMMER ALONG WITH THE SEDIMENT BASIN. IF SKIMMER IS CLOGGED WITH TRASH WHILE
WATER IS IN THE BASIN, JERK THE ROPE TO DISLODGE THE DEBRIS AND RESTORE FLOW. PULL THE
SKIMMER TO SIDE OF BASIN AND REMOVE DEBRIS. ALSO CHECK THE ORIFICE INSIDE FOR CLOGGING
AND IF SO, REMOVE DEBRIS. IF BARREL PIPE OR SKIMMER ARM IS CLOGGED, REMOVE THE ORIFICE
AND FLUSH WITH WATER OR CLEAR OBSTRUCTION WITH A PLUMBERS SNAKE. REPLACE THE ORIFICE
BEFORE REPOSITIONING THE SKIMMER,
SKIMMER DETAIL
BAF
PERSPECTIVE VIEW
1. GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK AND SIDE TO SIDE.
2. INSTALL POSTS OR SAW HORSES ACROSS THE WIDTH OF THE SEDIMENT TRAP.
3. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 INCHES, SPACED AT A MAXIMUM OF 4 FEET APART,
AND INSTALLED UP THE SIDES OF THE BASIN AS WELL. THE TOP OF THE FABRIC SHOULD BE 6 INCHES
HIGHER THAN THE INVERT OF THE SPILLWAY. TOPS OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE
TOP OF THE BERM.
a- INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND OUTLET DISCHARGE POINT.
5. WHEN USING POSTS, ADD A SUPPORT WIRE OR ROPE ACROSS THE TOP OF THE MEASURE TO PREVENT
SAGGING.
6. WRAP POROUS MATERIAL, LIKE JUTE BACKED BY COIR MATERIAL, OVER A SAWHORSE OR THE TOP WIRE.
HAMMER REBAR INTO THE SAWHORSE LEGS FOR ANCHORING. THE FABRIC SHOULD HAVE FIVE TO TEN
PERCENT OPENINGS IN THE WEAVE. ATTACH FABRIC TO A ROPE AND A SUPPORT STRUCTURE WITH SIP TIES,
WIRE, OR STAPLES.
7. THE BOTTOM AND SIDES OF THE FABRIC SHOULD BE ANCHORED IN A TRENCH OR PINNED WITH 8 INCH
EROSION CONTROL MATTING STAPLES.
8. DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE BASIN.
BAFFLES MAINTENANCE
1. INSPECT BAFFLES AT LEAST WEEKLY AND AFTER EACH RAINFALL EVENT. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY.
2. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR,
DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME
FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING
THE BAFFLES DURING CLFANOUT. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED
STORAGE DEPTH.
4. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE
MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT.
POROUS BAFFLE INSTALLATION DETAIL
2/3 w
IF III �� d III1 I I I I I1 i i I �
1.5 d MAX —' — ,.-I
6" MIN.
GRAVEL BEDDING
OR FILTER
FABRIC si riinnrr,
NOTES,
TO BE USED WHERE EXCESSIVE STORMWATER VELOCITIES PROHIBIT
VEGETATIVE LININGS.
SIZE OF STONE MUST BE DETERMINED BY APPROPRIATE DESIGN PROCEDURE.
DIMENSIONS FOR d & w VARIES ACCORDING TO DESIGN.
RIP RAP MAINTENANCE
INSPECT CHANNELS AT REGULAR INTERVALS AS WELL AS AFTER MAJOR RAINS, AND
MAKE REPAIRS PROMPTLY. GIVE SPECIAL ATTENTION TO THE OUTLET AND INLET
SECTIONS AND OTHER POINTS WHERE CONCENTRATED FLOW ENTERS. CAREFULLY CHECK
STABILITY AT ROAD CROSSINGS, AND LOOK FOR INDICATIONS OF PIPING, SCOUR HOLES,
OR BANK FAILURES. MAKE REPAIRS IMMEDIATELY. MAINTAIN ALL VEGETATION
ADJACENT TO THE CHANNEL IN A HEALTHY, VIGOROUS CONDITION TO PROTECT THE
AREA FROM EROSION AND SCOUR DURING OUT —OF —BANK FLOW.
TYPICAL (DEFINED CHANNEL) VELOCITY DISSIPATOR
EN
AL
PLAN
CONCRETE FLARED
END SECTION
FILTER BLANKET
FILTER BLANKET
(SEE NOTE)
NOTES:
1. A FILTER BLANKET IS TO BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. THE
FILTER BLANKET WILL CONSIST OF A MINIMUM 4" THICK LAYER OF STONE (NCDOT p57)
UNDERLAIN WITH MIRAFI FILTER WEAVE 700 OR ENGINEER APPROVED EQUIVALENT.
2. INSPECT VELOCITY DISSIPATOR WEEKLY AND AFTER EVERY 1/2 INCH OR GREATER RAINFALL
TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, OR IF STONES
HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER
DAMAGE.
RIP RAP MAINTENANCE
INSPECT CHANNELS AT REGULAR INTERVALS AS WELL AS AFTER MAJOR RAINS, AND
MAKE REPAIRS PROMPTLY. GIVE SPECIAL ATTENTION TO THE OUTLET AND INLET
SECTIONS AND OTHER POINTS WHERE CONCENTRATED FLOW ENTERS. CAREFULLY CHECK
STABILITY AT ROAD CROSSINGS, AND LOOK FOR INDICATIONS OF PIPING, SCOUR HOLES,
OR BANK FAILURES. MAKE REPAIRS IMMEDIATELY. MAINTAIN ALL VEGETATION
ADJACENT TO THE CHANNEL IN A HEALTHY, VIGOROUS CONDITION TO PROTECT THE
AREA FROM EROSION AND SCOUR DURING OUT —OF —BANK FLOW.
TYPICAL (OUT OF CHANNEL) VELOCITY DISSIPATOR
Riser Sediment Basin
"A"
"B"
"C"
"D"
"E"
"F"
"G"
RBI
36"
24"
268.5'
266.0'
267.0'
266.0'
264.5'
R82
60"
24"
274.5'
270.0'
271.0'
270.0'
268.5'
TOP OF RISER
® ELEV. = "C" CMP ANTI —VORTEX
TRASH RACK BY
CONTECH OR
APPROVED EQUAL
"A" DIA. OR WIDTH
TEMPORARY SKIMMER 3° PVC
SEE TABLE BELOW
"B" DIA. OUTLET TO
FINISHED GRADE J
0 ELEV. = D" INV.
(RISER SEDIMENT ® ELEV. _ "F"
BASIN BOTTOM) SKIMMER INV.
® ELEV. _ °E"
NOTES:
1. See details regarding skimmer design specifications
2. See details on cofr baffle spacing.
TEMPORARY RISER DETAIL
SEE SIZE AND THICKNESS OF
CONCRETE ANTI —FLOATATION
BLOCK ABOVE
BOTTOM OF TEE TO BE
SET NO HIGHER THAN
ELEV. _ "G"
H
G
F
E
C
B
A
DRAWING NO.
C F D-XXXX-XX-XXXX
40�
DUKE
ENER YR GO
MARK B. FRANKLIN
JLL-DUKE ENERGYACCOUNT
410 S. WILMINGTON STREET
RALEIGH, NORTH CAROLINA 27602
Safety Expectations:
ILLNES Reduce Risk
ZERO Remove Exposures to Hazards
INJURY Reinforce Safe Behavior
OQOO
Kimley)))Horn
© 2022
300 S MAIN ST. HOLLY SPRINGS, NC 27540, SUITE 212
PHONE: [phone]
WWW.KIMLEY—HORN.COM
NC LICENSE q: F-0102
`0 pEE 5/0'i
........... �?
SEAL •/�!i LIT C�''\• 9/1/2023
DUKE ENERGY PROGRESS
HOLLY SPRINGS OPERATION
CENTER AND TRAINING FACILITY
WOODS CREEK ROAD/WOODFIELD
HOLLY SPRINGS, NC. 27539
CINDER STATION ROAD
CONSTRUCTION DRAWINGS
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1 2 3 4 5 6 7 8 9
E1 SIZE DWG: PLOT SIZE (30x42)

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DRAWING NO.
C F D-XXXX-XX-XXXX
('DUKE
ENERGY
IIVIi HUUKtJJ:
MARK B. FRANKLIN
JLL- DUKE ENERGY ACCOUNT
410 S. WILMINGTON STREET
RALEIGH, NORTH CAROLINA 27602
Safety Expectations:
ILLNESS Reduce Risk
ZERO Remove Exposures to Hazards
INJURY Reinforce Safe Behavior
Kimley)))Horn
© 2022
300 S MAIN ST, HOLLY SPRINGS, NC 27540, SUITE 212
PHONE: [phone]
WWW.KIMLEY -HORN.COM
NC LICENSE q: F-0102
SEAL
DUKE ENERGY PROGRESS
HOLLY SPRINGS OPERATION
CENTER AND TRAINING FACILITY
WOODS CREEK ROAD/WOODFIELD
HOLLY SPRINGS, NC. 27539
CINDER STATION ROAD
CONSTRUCTION DRAWINGS
PROJECT NO:
DRAWING NUMBER
C F D-XXXX-X-XXXX
ELECTRONIC FILE C0001.DWG
DRAWN BY: LICK
CHK'D BY: BTV
E-MAIL: BRYAN.VICKERY@KIMLEY-HORN.C(
SHEET TITLE:
ROADWAY CROSS
SECTIONS
SHEET NO.
R6.00
E1 SIZE DWG: PLOT SIZE (30x42)

D—c
DRAWING NO.
C F D-XXXX-XX-XXXX
('DUKE
ENERGY
IIVIi HUUKtJJ:
MARK B. FRANKLIN
JLL- DUKE ENERGY ACCOUNT
410 S. WILMINGTON STREET
RALEIGH, NORTH CAROLINA 27602
Safety Expectations:
ILLNESS Reduce Risk
ZERO Remove Exposures to Hazards
INJURY Reinforce Safe Behavior
Kimley)))Horn
© 2022
300 S MAIN ST, HOLLY SPRINGS, NC 27540, SUITE 212
PHONE: [phone]
WWW.KIMLEY -HORN.COM
NC LICENSE q: F-0102
SEAL
DUKE ENERGY PROGRESS
HOLLY SPRINGS OPERATION
CENTER AND TRAINING FACILITY
WOODS CREEK ROAD/WOODFIELD
HOLLY SPRINGS, NC. 27539
CINDER STATION ROAD
CONSTRUCTION DRAWINGS
PROJECT NO:
DRAWING NUMBER
C F D-XXXX-X-XXXX
ELECTRONIC FILE C0001.DWG
DRAWN BY: LICK
CHK'D BY: BTV
E-MAIL: BRYAN.VICKERY@KIMLEY-HORN.C(
SHEET TITLE:
ROADWAY CROSS
SECTIONS
SHEET NO.
R6.01
E1 SIZE DWG: PLOT SIZE (30x42)

D—c
DRAWING NO.
C F D-XXXX-XX-XXXX
DUKE
ENER Y G®
MAILING ADDRESS:
MARK B. FRANKLIN
JLL- DUKE ENERGY ACCOUNT
410 S. WILMINGTON STREET
RALEIGH, NORTH CAROLINA 27602
Safety Expectations:
ILLNESS Reduce Risk
ZERO Remove Exposures to Hazards
INJURY Reinforce Safe Behavior
Kimley)))Horn
© 2022
300 S MAIN ST, HOLLY SPRINGS, NC 27540, SUITE 212
PHONE: [phone]
WWW.KIMLEY -HORN.COM
NC LICENSE q: F-0102
SEAL -
DUKEENERGYPROGRESS
HOLLY SPRINGS OPERATION
CENTER AND TRAINING FACILITY
WOODS CREEK ROAD/WOODFIELD
HOLLY SPRINGS, NC. 27539
CINDER STATION ROAD
CONSTRUCTION DRAWINGS
<1<aA LN
PROJECT NO:
DRAWING NUMBER
C F D-XXXX-X-XXXX
ELECTRONIC FILE C0001.DWG
DRAWN BY: LICK
CHK'D BY: BTV
E-MAIL: [e-mail]
SHEET TITLE:
ROADWAY CROSS
SECTIONS
SHEET NO.
R6.02
E1 SIZE DWG: PLOT SIZE (30x42)

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ID: 9-2EEyA-2—ADEE-SE1 E-136EfiFF132—C
1
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3
4
5
6
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DUKE
H
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ENER Y G®
MAILING ADDRESS:
MARK B. FRANKLIN
JLL- DUKE ENERGY ACCOUNT
410 S. WILMINGTON STREET
RALEIGH, NORTH CAROLINA 27602
Safety Expectations:
30
30
ILLNESS Reduce Risk
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335
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INJURY
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330
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300 S MAIN ST, HOLLY SPRINGS, NC 27540, SUITE 212
PHONE: [phone]
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NC LICENSE
NSE #: F-0102
NC uCENSE q: F-0102
--
---
---
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0.040 o.0 40
10.36 310.36
PROP WATER LINE
RECLAIM WATER LINE 12"DUCTILE IRON PIPE
6' C900 PVC
20 + 00.00
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335
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6'C900 PVC
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CONSTRUCTION DRAWINGS
330
330
325
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300
330
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305 305.21
303.20
RECLAIM WATER LINE I
300 6" c9oo PVC
PROP WATER LINE
12'DUCTILE IRON PIPE"TE"T
18 + 50.00
-YI - CINDER STATION ROAD
170 160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 110 120 130
325
320
315
310
305
300
170
B
PROJECT NO:
DRAWING NUMBER
CFD-XXXX-X-XXXX
ELECTRONIC FILE C0001.DWG
DRAWN BY: LICK0
CHK'D BY: BTV
E-MAIL [e-mail]
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FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
2
3
4
5
6
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8
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D—c
DRAWING NO.
C F D-XXXX-XX-XXXX
('DUKE
ENERGY
IIVIi HUUKtJJ:
MARK B. FRANKLIN
JLL- DUKE ENERGY ACCOUNT
410 S. WILMINGTON STREET
RALEIGH, NORTH CAROLINA 27602
Safety Expectations:
ILLNESS Reduce Risk
ZERO Remove Exposures to Hazards
INJURY Reinforce Safe Behavior
Kimley)))Horn
© 2022
300 S MAIN ST, HOLLY SPRINGS, NC 27540, SUITE 212
PHONE: [phone]
WWW.KIMLEY -HORN.COM
NC LICENSE q: F-0102
SEAL
DUKE ENERGY PROGRESS
HOLLY SPRINGS OPERATION
CENTER AND TRAINING FACILITY
WOODS CREEK ROAD/WOODFIELD
HOLLY SPRINGS, NC. 27539
CINDER STATION ROAD
CONSTRUCTION DRAWINGS
PROJECT NO:
DRAWING NUMBER
C F D-XXXX-X-XXXX
ELECTRONIC FILE C0001.DWG
DRAWN BY: LICK
CHK'D BY: BTV
E-MAIL: BRYAN.VICKERY@KIMLEY-HORN.C(
SHEET TITLE:
ROADWAY CROSS
SECTIONS
SHEET NO.
R6.04
E1 SIZE DWG: PLOT SIZE (30x42)

D—c
DRAWING NO.
C F D-XXXX-XX-XXXX
DUKE
ENER Y G®
MAILING ADDRESS:
MARK B. FRANKLIN
JLL- DUKE ENERGY ACCOUNT
410 S. WILMINGTON STREET
RALEIGH, NORTH CAROLINA 27602
Safety Expectations:
ILLNESS Reduce Risk
ZERO Remove Exposures to Hazards
INJURY Reinforce Safe Behavior
Kimley)))Horn
© 2022
300 S MAIN ST, HOLLY SPRINGS, NC 27540, SUITE 212
PHONE: [phone]
WWW.KIMLEY -HORN.COM
NC LICENSE q: F-0102
SEAL -
DUKEENERGYPROGRESS
HOLLY SPRINGS OPERATION
CENTER AND TRAINING FACILITY
WOODS CREEK ROAD/WOODFIELD
HOLLY SPRINGS, NC. 27539
CINDER STATION ROAD
CONSTRUCTION DRAWINGS
<1<aA LN
PROJECT NO:
DRAWING NUMBER
C F D-XXXX-X-XXXX
ELECTRONIC FILE C0001.DWG
DRAWN BY: LICK
CHK'D BY: BTV
E-MAIL: [e-mail]
SHEET TITLE:
ROADWAY CROSS
SECTIONS
SHEET NO.
R6.05
E1 SIZE DWG: PLOT SIZE (30x42)

1 i
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PIN 0730330409
f / DB 018637, PG 02625
j ZONING: RURAL RESIDENTIAL (RR)
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5' SETBACK,
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ZONING: HOLLY SPRINGS PUD
UrUBWOOD ROAD
Pu
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MULTIUSE CONC.
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-- Q 1. LOCATIONANDTOPOGRAPHICALINFORMATIONWASTAKENFROMANACTUALFIELO SURVEY N M LIGHT POLE (BY OTHERS)
PERFORMED BY MCADAMS. ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL (GROUND)
- DISTANCES AND VERTICAL DATUM IS NAVD 88. COORDINATES AS SHOWN ARE NO STATE PLANE ACCESSIBLE RAMPS
GRID HAD 83 (2011). PROPERTY LINE
2. THE PROPERTY 15 NOT LOCATED IN AN IN A SPECIAL FLOOD HAZARD ZONE. IT 15 LOCATED IN ---------------- PROPERTY SETBACK
03 ZONE"AE" AS DEFINED BY FEMA FIRM COMMUNITY PANEL N3720073000K DATED JULY 19,---------
2022, LANDSCAPING BUFFER
Z \ RIGHT-OF-WAY UNE
LU 3. PROJECT SITE IS LOCATED IN THE CAPE FEAR RIVER BASIN.
- - EASEMENT LINE
4. ALL MATERIALS,CONSTRUCTION, WORKMANSHIP SHALL MEET DUKE ENERGY CAROUNA'S,
rI Q j I TOWN OF HOLLY SPRINGS, AND NCDOT SPECIFICATIONS, STANDARDS AND DESIGN — - — - — - CENTERUNE
I Q--- REQUIREMENTS. O LOT NUMBERS
r
5. CONTRACTOR SHALL COMPLY WITH ALL PERTINENT PROVISIONS OF THE "MANUAL OF LOT UNES
ACCIDENT PREVENTION IN CONSTRUCTION" ISSUED BY AGC OF AMERICA, INC., AND THE
SAFETYANDHEALTH REGULATIONS FOR CONSTRUCTION ISSUED BY THE U.S. DEPARTMENT OF
LABOR.
n
0 \ 6. NOT ALL TOR' RESPONSIBILITY
UTILITIES ARE TO HOWN.
ACCURATELY
ONSLOCATE
TEBOTHHOWN RE HORIZONTALLY
AND
IS THE
CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE BOTH HORIZONTALLY AND
VERTICALLY ALLALLNEXISTING UTILITIES 1PRIOR TTOTHE START EXCAVATOFCONSTRUCTION.THE
CONTRACTOR SHALL NOTIFY INCC 811 PRIOR TO EXCAVATION. G CONTRACTOR UNDER GROU NOTIFY
DUKE ENERGY IMMEDIATELY IN THE EVENT COST
ENCOUNTERING GE UNDERGROUND OBSTACLE
F.
REQUIRING DEVIATION FROM THE PLAN. COST TO REPAIR DAMAGED UTILITIES SHALL BE
BORNE BY THE CONTRACTOR.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF ANY PAVEMENT OR EXISTING
�\ UTILITIES THAT MAYBE DAMAGED DUE TO CONSTRUCTION ACTIVITY. EXERCISE CAUTION.
8. ALL UTILITIES SHALL BE PROTECTED AND REMAIN ACTIVE UNLESS OTHERWISE NOTED.
CONTRACTOR SHALL NOT DISTURB UTILITY POLES, GUY WIRES, OR ANCHORS WITHOUT
PERMISSION FROM DUKE ENERGY.
LENNAR CAROLINAS LLC 9. EXISTING IMPROVEMENTS SLATEDTOREMAIN THATAREDAMAGED DURING CONSTRUCTION
\ PIN 0730534863 SHALL BE REPLACED/RESTORED TO THEIR ORIGINAL CONDITION OR TO THE SATISFACTION OF
DB 017612, PG 01928 THE OWNER BYTHE CONTRACTOR RESPONSIBLE FOR THE DAMAGE.
ZONING: HOLLY SPRINGS PUD 10. ALL CONSTRUCTION DEBRIS SHALL BE TESTED AND DISPOSED OF OFF -SITE INASTATE
PERMITTED LINED LANDFILLOR AS DIRECTED BY DEC REPRESENTATIVE. TESTING AND DISPOSAL
SHALL BE IN ACCORDANCE WITH DUKE ENERGY REQUIREMENTS AND STANDARDS AT NO
\ \ \\ ADDITIONAL COST TO THE OWNER.
/' I - 10' ' X 70MULTIUSE CONC. \\
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(UNDER SEPARATE
COVER) I I \ DUKE ENERGY PROGRESS
PIN 0629626959
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ZONING: WAKE COUNTY R-81[
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30' PUBUC —
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HOLLYSPRING 11 10 FT. WIDE MULTIUSE GREENWAY
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SECURITY FENCING
THE DESIGN AND SPECIFICATIONS SHALL MEET DUKE ENERGY STANDARDS. ALL
MATERIALS SHALL BE HOT -DIP GALVANIZED. THE FENCE IS 7 FEETTALL WITH 1
FOOT TALL 3- STRAND BARBED WIRE EXTENSION MOUNTED ON A 45 DEGREE
HEAVY DUTY BARB ARM. FENCE BOTTOM SHALL BE NO MORE THAN 21NCHES
ABOVE FINISHED GRADE.
10 FT. WIDE MULTIUSE GREENWAY
(UNDER SEPARATE COVER)
LENNAR CAROLINAS LLC
PIN 0730534863
DB 017612, PG 01928
ZONING: HOLLY SPRINGS PUD
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/O NC GRID (NAD83)
/ J
/ I GRAPHIC SCALE
o so 1 inchl= 300 ft. 100
SITE NOTES
1. ALL LANDSCAPING HAS BEEN PROVIDED AS CONSISTENT WITH THE APPROVED DEVELOPMENT OPTIONS
PLAN REQUIREMENTS, SEE THE LANDSCAPE PLAN FOR FURTHER INFORMATION.
2. NO SIGHT OBSTRUCTING OR PARTIALLY OBSTRUCTING WALL, FENCE, VEGETATION, BERM, SIGN, PARKED
VEHICLE OR OTHER OBJECTS BETWEEN THE HEIGHTS OF TWO FEET AND EIGHT INCHES ABOVE THE
CURB LINE ELEVATION (OR THE EDGE OF PAVEMENT IF NO CURB EXISTS) SHALL BE PLACED WITHIN
SIGHT DISTANCE TRIANGLES.
3. WHERE A FEE IN LIEU IS REQUIRED, PAYMENT WILL BE MADE IN ACCORDANCE WITH THE TOWN OF
HOLLY SPRINGS PARKS AND RECREATION LAND DEDICATION REQUIREMENTS.
4. SOLID WASTE IS TO BE PROVIDED BY DUKE ENERGY PROGRESS.
5. ZONE CFB1 OF THE BUFFER MUST BE COMPLETELY UNDISTURBED, NO FILL MATERIAL IS TO BE
BROUGHT INTO THE CFB1 BUFFERS, AND NO STRUCTURES ARE ALLOWED WITHIN THE BUFFER AREAS
UNLESS SPECIFIC APPROVAL FOR IMPACTS IS OBTAINED FROM THE TOWN. GRADING AND OTHER LAND
DISTURBING ACTIVITIES ARE ALLOWED IN CFB2, HOWEVER THESE ACTIVITIES MUST BE PERFORMED IN
SUCH A MANNER AS TO PREVENT DAMAGE TO ROOTS OF REMAINING TREES, TO MAINTAIN THE
FUNCTION OF THE BUFFER IN ACCORDANCE WITH STATE AND TOWN REGULATIONS.
6. ALL PARKING LOT STRIPING SHALL BE WHITE. ALL FIRE LANE STRIPING SHALL BE YELLOW.
7. ALL CURB AND GUTTER DIMENSIONS ON THESE PLANS ARE TO THE BACK OF CURB UNLESS NOTED
OTHERWISE.
8. EXISTING IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED/RESTORED TO THEIR
ORIGINAL CONDITION OR BETTER, AND TO THE SATISFACTION OF THE OWNER, BY THE CONTRACTOR
RESPONSIBLE FOR THE DAMAGE.
9. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS MAY NOT SHOW EVERY OFFSET, TRANSITION,
FITTING, ETC. THAT MAY BE REQUIRED. THE CONTRACTOR SHALL INSTALL SUCH STANDARD
APPURTENANCES AS REQUIRED TO CLOSELY FOLLOW THE GRADES AND ALIGNMENTS DEPICTED ON
THE PLANS.
10. CONTRACTOR SHALL NOTIFY "NC811" (811) AT LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING
CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR SHALL CONTACT
ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
11. CONTRACTOR IS RESPONSIBLE FOR COORDINATING CONSTRUCTION ACTIVITIES WITH THE APPROPRIATE
UTILITY COMPANIES FOR ANY REQUIRED RELOCATIONS (I.E. POWER POLES, TELEPHONE PEDESTALS,
WATER METERS, ETC.).
12. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE
CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY
DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION, FOR NECESSARY PLAN OR GRADE
CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO CONTRACTOR FOR ANY WORK DONE DUE TO
DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT
BEEN GIVEN.
13. TYPICAL PAVEMENT SECTION DETAILS ARE SHOWN WITHIN THIS SET AND INTENDED TO BE A MINIMUM
PAVEMENT SECTION REQUIREMENT. THE CURRENT GEOTECHNICAL REPORT SHALL OVER -RIDE ALL
TYPICAL PAVEMENT SECTIONS SHOWN, IF THE GEOTECHNICAL ENGINEER DEEMS A HEAVIER SECTION IS
REQUIRED.
14. EQUIPMENT AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED PROVIDED APPROVAL HAS
BEEN OBTAINED FROM THE OWNER IN WRITING PRIOR TO ORDERING OR INSTALLATION. THE
CONTRACTOR SHALL WAIVE ANY CLAIM FOR ADDITIONAL COST RELATED TO SUBSTITUTION OF
ALTERNATE EQUIPMENT.
DRAWING NUMBER
CFD-XXXXXX A000 -XXXXXX
DUKE
ENERGY®
MAILING ADDRESS:
P.O. BOX 1007
CHARLOTTE, NC
Safety Expectations:
p6LNESReduce Risk
Remove Exposures to Hazards
Reinforce Safe Behavior
ARCHITECTURE
1100 Dresser Court
Raleigh, NC 27609
Office 919.828.2301
Email [e-mail]
11
MCADAMS
The John R. McAdams Company, Inc.
621 Hillsborough Street
Suite 500
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
DUKE ENERGY
PROGRESS HOLLY
SPRINGS OPERATIONS
CENTER AND
TRAINING FACILITY
DATE ISSUED: 9-29-2023
PROJECT STATUS: ISSUED FOR
CONCTRUCTION
PROJECT NO. 22-008
DRAWING NUMBER
CFD-XXXX- A000 XXXXX
ELECTRONIC FILE NAME:
DRAWN BY:DML
CHK'D BY: KAS
E-MAIL: [e-mail]
WFPOMTON�O URDFRIaUTrDfANFi TPRIURF9-1WL�HOiRwrEDa PEucracBlE-T.
SHEET TITLE
OVERALL SITE PLAN
SHEET NO. C2.00
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UNDERGROUND ELECTRICAL NOTES:
1. ALL ELECTRICAL SERVICES ARE TO BE LOCATED UNDERGROUNDAND DESIGNED (BY OTHERS). _
EASEMENTS
1. WATER AND SANITARY SEWER MAINS SHALL BE LOCATE DIN A20'WIDE PUBLIC UTILITY EASEMENT
UNLESS NOTED OTHERWISE. IN THE CASE OF UTILITIES EXTENDING ADJACENT TO EACH OTHER THE
EASEMENT MAYBE A VARIABLE WIDTH EASEMENT BUT NO LESS THAN 10' FROM EACH UTILITYLINE.
WATER SERVICES UP TO THE METER AND FIRE HYDRANT ASSEMBLIES SHALL BE LOCATED IN A 10' WIDE
PUBLIC UTILITY EASEMENT. SEE UTILITY PLANS FOR LOCATIONS OF EASEMENTS.
2. ANVSTORM DRAINAGE PIPE EXTENDING FROM A PUBLIC RIGHT-OF-WAY INTO THE SITE SHALL BE
LOCATED IN A 20' PUBLIC STORM DRAINAGE EASEMENT.
wEl urvu AKu w18
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BORE & JACK 90 LF MIN.
12 3/4• ENCASEMENT PIPE
AND INSTALL 6' C900 PVC
RECLAIM WATER LINE /
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28.3 LF 24' MIN. \\ \ J
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OPERATIONS CENTER
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ASSEMBLY (TYR) `\
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FUTURE IMPROVEMENTS
OPERATIONS CENTER
(UNDER SEAPARATE
COVER)
SANITARY SEWER
FORCE MAIN
/
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PUBUC
/
\ "'
SANITARY
SEWER
EASEMENT
I
PERIMETER BUFFER
/ I 20' TYPE C
'
/ 30' PUBUC
SEEWWER Y
II11
EASEMENT
1
SETBACK
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FUTURE I II
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UNDER SEPARATE I
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UTILITY NOTES
1. CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT LEAST 3 FULL BUSINESS DAYS
PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES
INDEPENDENT OF "NC811". REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
2, ALL WATER AND SEWER MAINS WITHIN PUBLIC EASEMENTS AND RIGHT-OF-WAYS TO BE OWNED,
OPERATED AND MAINTAINED BY THE TOWN OF HOLLY SPRINGS.
3. AL[ -CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF HOLLY SPRINGS STANDARDS
AND SPECIFICATIONS.
4. ALL EXISTING UNDERGROUND UTILITIES ARE APPROXIMATELY LOCATED. ACTUAL LOCATION AND
DEPTH SHALL BE CONFIRMED IN THE FIELD PRIOR TO CONSTRUCTION BY THE CONTRACTOR.
5. BEFORE STARTING ANY CONSTRUCTION OF IMPROVEMENTS WITHIN ANY TOWN OR N.C.D.O.T.
STREET OR HIGHWAY RIGHT-OF-WAY THE FOLLOWING PROCEDURES SHOULD BE UNDERTAKEN;
TOWN RIGHT-OF-WAY: CONTACT LOCAL AUTHORITIES' ENGINEERING DEPT. FOR INFORMATION ON
DETOURS, OPEN CUTTING OF STREETS OR FOR ANY CONSTRUCTION WITHIN RIGHT-OF-WAY.
N.C.D.O.T. RIGHT-OF-WAY: CONTACT PROJECT ENGINEERS AND OBTAIN ALL PERMITS AND
ENCROACHMENTS (KEEP COPIES ON CONSTRUCTION SITE, ALSO CONTACT N.C.D.O.T. DISTRICT
OFFICE 24 HOURS IN ADVANCE BEFORE PLACING CURB AND GUTTER).
6. ALL PROPOSED ELECTRIC, PHONE AND CABLE SERVICES SHALL BE UNDERGROUND AND ARE NOT
PART OF THESE PLANS.
]. EXISTING UT I LITIES AND STRUCTURES SHOWN BOTH UNDERGROUND AND ABOVE GROUND ARE
BASED ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL
VERIFY FIELD CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES
SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND/OR RELOCATION OF ALL EXISTING
UTILITIES INCOORDINATION WITH THE APPROPRIATE UTILITY, AGENCY, OR COMPANY. CONTRACTOR
TO COORDINATE ACTIVITIES WITH UTILITY COMPANIES INVOLVED IN ANY RELATED RELOCATION (I.E.
POWER POLES, TELEPHONE PEDESTALS, WATER METERS, ETC.).
9. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE WITH THE TOWN PUBLIC WORKS
DEPARTMENT AND INSTALL ALL METERS, APPURTENANCES AND SERVICE LINES AS SHOWN ON THE
PLAN PER STANDARDS AND SPECIFICATIONS. NOT ALL SUCH APPURTENANCES ARE SHOWN AS ARE
REQUIRED TO PROPERLY INSTALL UTILITIES IN THE FIELD. CHANGES NECESSARY TO INSTALL DEVICES
SHALL BE APPROVED BY ENGINEER OR OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. IF
NOTIFICATION IS NOT PROVIDED IN ADVANCE, CONTRACTOR MAY NOT RECEIVE REIMBURSEMENT
FOR CHANGES/MODIFICATIONS.
10. ANY ON -SITE IRRIGATION SYSTEMS SHALL BE DESIGNED BY OTHERS. CONTRACTOR SHALL PROVIDE
DETAILED PLANS TO ENGINEER OR OWNER'S REPRESENTATIVE.
11. ALL APPURTENANCES INSTALLED SHALL BE LEAD FREE PER CURRENT EPA LAW. THIS INCLUDES ALL
BACKFLOW PREVENTERS.
12, ALL NEW UTILITY(POWER,CABLE, ETC.) LINES MUST BE UNDERGROUND.
10 FT. WIDE MULTIUSE
GREENWAY(UNDER
SEPARATE COVER)
30' PUBUC
SANITARY SEWER
EASEMENT
\\ �� 40' PUBLIC
SANITARY SEWER
EASEMENT
\
RF X RECEIVINGNG
PO
30' PUBLIC '� \
SEWS Y \
EASEMENT
30, x 10, \
BORING PIT
38'x56' PUBLIC
SANITARY SEWER
EASEMENT
BORE & JACK 120 LF
18' ENCASEMENT PIPE
AND INSTALL 8• DIP
SANITARY SEWER MAIN
10 FT. WIDE MULTIUSE
GREENWAY (UNDER
SEPARATE COVER)
CORE DRILL EXISTING
MANHOLE INSTALL
FLEXIBLE RUBBER BOOT
AND TIE TO EX. SSMH
SANITARY SEWER NOTES
�I I
' I $GARB / I I �' 1. A PUBLIC SANITARY SEWER EXTENSION PERMIT WILL BE REQUIRED FROM NCDEQ PRIOR TO SEWER
PIPE INSTALLATION.
I / ` i I 2. THE MINIMUM SIZE OF PUBLIC GRAVITY SANITARY SEWER MAINS SHALL BE S-INCHES.
- _. 3. THE CONSTRUCTION OFALL SANITARY SEWER LINES WHICH WILL BE MAINTAINED BYTHE TOWN
---_ I `
� - - - - - i � .-_---------= I MUST BE PERFORMED BY A CONTRACTOR LICENSED IN NORTH CAROLINA.
_:
1 / 4. SEWER MAINS FROM 14TO 20 FEET DEEP SHALL REQUIRE SPECIAL BEDDING IN ACCORDANCE WITH
/ THE TOWN OF HOLLY SPRINGS STANDARD DETAILS.
_ / . 5. SEWERSOVER 20 FEET DEEP SHALL REQUIRE DUCTILE IRON FOR THE ENTIRE RUN BETWEEN
" ,. MANHOLES AND SHALL BE 401 PROTECTANT LINED.
6. TRANSIT IONS OF PIPE MATERIAL SHALL OCCUR ONLY AT MANHOLES.
/7. SEW ER LINE EASEMENTSBOULDERS,
ROOTS,
PLETELYSTUMPS CLEARED OF OTHLL ER DEBRIS,
FREE
FROM
MPONGRADEDSMOOTE
_ FREE FROM ROCKS, BOULDERS, ROOTS, STUMPS, AND OTHER DEBRIS, FREE FR TER
/ AND SEEDED AND MULCHED UPON THE COMPLETION OF CONSTRUCTION.
S. ALL MANHOLE CONE SECTIONS SHALL RETIRE ECCENTRIC TYPE MEETING THE REQUIREMENTS OF
9. MANHOLES FOR SEWERS UNDER 21 INCHES IN DIAMETER SHALL BE A MINIMUM OF 4 FEET IN
/ DIAMETER. MANHOLES FOR SEWERS 21 INCHES IN DIAMETER OR GREATER SHALL BE 5 FEET IN
- / DIAMETER. MANHOLES REQUIRING INSIDE DROPS SHALL BE A MINIMUM OF 5 FEET IN DIAMETER.
_�� / t WHEN 2 OR MORE INSIDE DROPS OCCUR ATONE MANHOLE A MINIMUM 6-FOOT DIAMETER
MANHOLE SHALL BE USE D. ALL MAN HOLES THAT ARE OVER 20 FEET DEEP SHALL BE 5 FEET IN
DIAMETER.
10. INSIDE DROPS SHALL BE USED WHEN FREE DROPS EXCEED 12 INCHES. FOR INSIDE DROP MANHOLES,
THE ENTIRE UPSTREAM LEG OF SEWER MUST BE DUCTILE IRON. FOR INSIDE DROP MANHOLES, SEE
THE TOW N OF HOLLY SPRINGS STANDARD DETAILS. OUTSIDE DROPS SHALL NOT BE PERMITTED
/ EXCEPT WHEN NECESSARY TO CONNECT TO EXISTING MANHOLES.
/ 11. MANHOLES NOT LOCATED IN ROADWAYS SHALL HAVE ATOP ELEVATION A MINIMUM OF 12 INCHES
' ABOVE FINISHED GRADE. MANHOLES LOCATED ALONG OUTFALLS SHALL HAVE A TOP ELEVATION
/ MINIMUM OF 24 INCHES ABOVE FINISHED GRADE OR TOO YEAR FLOOD PLAIN, OR 12 INCHES ABOVE
/ 500 YEAR FLOOD PLAIN, WHICHEVER IS HIGHER.
12. BACKWATER VALVES SHALL BE PROVIDED FOR ALL UNITS WITH FINAL FLOOR ELEVATIONS OF
BUILDINGS LESS THAN V-O" ABOVE UPSTREAM MANHOLE.
/ J 13. MINI MUM COVER OF 4.5 FEET FROM THE TOP OF PIPE TO FINISHED SUBGRADE WHEN UNDER
/ ROADWAY AND 4.5 FEET FROM TOP OF PIPE TO FINISHED GRADE IN ALL OTHER AREAS. WHERE THESE
/- STANDARDS CANNOT BE MET DUCTILE IRON PIPE SHALL BE INSTALLED.
14. MINIMUM SLOPE FOR 4 INCH& 61NCH SANITARY SEWER COLLECTION LINES SHALL BE NO LESS THAN
1.0%WITH CLEANOUTS EVERY 75 LINEAL FEET FOR 4-INCH LINES AND EVERY 100 LINEAL FEET FOR
6-INCH LINES.
15. ALL SANITARY SEWER MAINS SHALL BE PVC SDR-35 EXCEPTWHERE CONDITIONS WARRANT DUCTILE
IRON PIPE IN ACCORDANCE WITH THE TOWN OF HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS.
16. FORCE MAIN LOCATE DEVICES REQUIRED PER TOWN OF HOLLY SPRINGS STANDARDSAND SPECS.
UTILITY LEGEND
FIRE HYDRANT ASSEMBLY
FIRE DEPARTMENT CONNECTION FDC
( )
13
WATER METER
N
WATER VALVE
N
POST INDICATOR VALVE
®
VALVE IN MANHOLE
METER & VAULT
M
BACKFLOW PREVENTER
1
REDUCER
PLUG
o-►_
BLOW -OFF ASSEMBLY
•
SANITARY SEWER MANHOLE
SEWER CLEAN -OUT
m
GREASE TRAP
\
SEWER FLOW DIRECTION
ARROW
YARD LIGHTS
LIGHT POLE
Ra
POWER POLE
-,-r�-.-r-,-r-
FIRE WATERLINE
-•-•-x-
WATERLINE
-•-•-•-•-
RECLAIM WATERLINE
-----------------
UTILITY SLEEVE
e-e
SANITARY SEWER
-OU-OU-
OVERHEAD UTILITY
-UE-LIE-
UNDERGROUND ELECTRIC
-T-T-T-T-
TELEPHONE
- - - - -
EASEMENT LINE
0
NC GRID (NAD83)
GRAPHIC SCALE
0 50 100 200
1 inch = 100 ft.
WATER NOTES
1. A PUBLIC WATER EXTENSION PERMIT WILL BE REQUIRED FROM NCDEQ PRIOR TO ANY
OFF -SITE WATER LINE INSTALLATION.
2. WATER MAINS TO BE INSTALLED ATA DEPTH WITH A MINIMUM COVER OF 48 INCHES
FROM EXISTING GRADE (36" FROM TOP OF PIPE TO FINISHED ROAD SUBGRADE IF UNDER
PAVEMENT), WITH 18 INCHES VERTICAL CLEARANCE MINIMUM FROM OTHER
UNDERGROUND UTILITIES AND IO FEET HORIZONTAL CLEARANCE FROMALLOTHER
UTILITIES.
3. PRESSURE REDUCING VALVES SHALL BE PROVIDED FOR SERVICES IF PRESSURE IS IN EXCESS
OF 80 PSI.
4. ALL WATER MAINS SHALL BE DUCTILE IRON PIPE IN ACCORDANCE WITH AWWA C150 OR
C151 FOR A LAYING CONDITION TYPE 2.
5. PIPE JOINTS SHALL BE OF THE PUSH -ON TYPE AS PER AWWA C111.
6. TEST PORTS SHALL BE INCLUDED ON ALL WATER METERS 2" AND LARGER.
7. ALL DOMESTIC WATER SERVICE LINES SHALL BE TYPE K SOFT COPPER IN ACCORDANCE
WITH THE TOWN OF HOLLY SPRINGS CONSTRUCTION STANDARDS.
8. HYDRANTS SHALL CONFORM TO AWWA C502 WITH A MINIMUM VALVE OPENING OF
4.5-INCHES. ALL HYDRANTS SHALL INCLUDE A 5-INCH STORZ/QUICK CONNECT COUPLING
ON THE STEAMER OUTLET WITH A CHAINED CAP.
9. BLOWOFFASSEMBLIESSHALL BEA MINIMUM OF 2-INCHES AND INSTALLED AT THE END
OF ALL DEAD END WATERLINES.
10. COMBINATION AIR RELEASE VALVES SHALL BE INSTALLED AT HIGH POINTS OF
WATERLINES 12-INCHES IN DIAMETER OR LARGER.
11. NEW AIR RELEASE VALVES SHALL BE INSTALLED IN PRECAST CONCRETE MANHOLES.
12. ALL GATE VALVES GREATER THAN 2-INCHES SHALL MEET ALL REQUIREMENTS OF AWWA
C500 FOR A WORKING PRESSURE OF 150 PSI.
13. BUTTERFLY VALVES SHALL BE INSTALLED ON WATERLI N ES I6-I NCH ES I N DIAM ETER OR
GREATER. ALL SHALL MEET THE REQUIREMENTS OF AWWA C504.
14. PI PE F171 NOS SHALL BE COM PACT F171 NOS I N ACCORDANCE WITH AWWA C153.
15. CORPORATION STOPS SHALL BE BRASS, COMPLETE WITH A FLARED COUPLING AND
AWWA STANDARD THREADS AS PER AWWA C800. TAPS SHALL BE LOCATED AT 10 OR 2
O'CLOCK ON THE CIRCUMFERENCE OF THE PIPE. SERVICE TAPS SHALL BE STAGGERED
ALTERNATING FROM ONE SIDE OF THE WATER MAIN TO THE OTHER, AND AT LEAST 12
INCHES APART. THE TAPS MUST BE A MINIMUM OF 24 INCHES APART IF THEY ARE ON THE
SAME SIDE OF THE PIPE.
16. ALL WATER LINE CONSTRUCTION WITHIN CASS HOLT ROAD RIGHT-OF-WAY SHALL BE
COORDINATED AND SEQUENCED WITH CASS HOLT ROAD CONSTRUCTION PLANS AND
FIELD CONSTRUCTION.
DRAWING NUMBER
CFD-XXXXXX A000 -XXXXXX
DUKE
ENERGY®
MAILING ADDRESS:
P.O. BOX 1007
CHARLOTTE, NC
Safety Expectations:
p6LNESReduce Risk
Remove Exposures to Hazards
Reinforce Safe Behavior
ARCHITECTURE
1100 Dresser Court
Raleigh, INC 27609
Office 919.828.2301
Email [e-mail]
In
WADAms
The John R. McAdams Company, Inc.
621 Hillsborough Street
Suite 500
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
P= ARo`/ u aP
SEAL`
L 034365 t
DUKE ENERGY
PROGRESS HOLLY
SPRINGS OPERATIONS
CENTER AND
TRAINING FACILITY
DATE ISSUED: 9-29-2023
PROJECT STATUS: ISSUED FOR
CONCTRUCTION
PROJECT NO. 22-008
DRAWING NUMBER
CFD-XXXX- A000 XXXXX
ELECTRONIC FILE NAME:
DRAWN BY:DML
CHK'D BY: KAS
E-MAIL: [e-mail]
WPPOMTO-DeCOODERED-F-TIL ITSIWLMiBE
radon S 10- ONIX 1 XED Fnaa me SPEmclrl-c vao�Ec. inrwr.
SHEET TITLE
OVERALL UTILITY PLAN
SHEET NO.
C4.00

EXISTING RUM
STATION MANE
CONNECTION
23.24 LF 8"
PVC ® 0.50%
EDGE OF PAVEMENT �
(TYPJ
AAND STORM
DRAINAGE SYSTEM
(UNDER S
(UNDER SEPARATE
COVER, BY OTHERS)
23 LF 8" 09C
EXISTING GRAVITY MAIN TO PVC J .500
EXISTING PUMP STATION
LENAR CAROLINAS
PIN 073053863
DB 017612, PG 01928
330
PARK
\ w�
\\ FUTURE IMPROVEMENTS 46 LF 8" DIP FUTURE IMPROVEMENTS
\ \ OPERATIONS CENTER \ SSMH-6A O 1.00R OPERATIONS CENTER
\ \ (UNDER SEAPARATE COVER) ^� (UNDER SEAPARATE COVER)
\\\ \ +c\ SSMH-8
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EDGE OF PAVEMENT \\\ \ 136 LF 8" DIP
O 1.00% SSMH-7A
\ 55
(TYPJ \A A
S EPDXY
102' PROPOSW RIGHT-OF-WAY\ \ COATED
WOODS CREEK ROAD DUKE ENERGY PROGRESS \\ MANHOLES
PIN 0730712692 a' \
EXISTmG RIGHT-OF-WAY DB 015289, PG 81 LF DIP
02437 \\ \ / ��1r LIF \$
(TO BE ABANDONED) \ \ f / \
BORE h JACK 78.9 LIF
18" ENCASEMENT PIPE \\\ \ INSTALL 8^ PVC �g• DIP SANITARY \ O
AND )\
\ PROPERTY SEWER MAIN
SANITARY SEVER MAIN / I \ $
38'X56' PUBLIC LINE 2• SDR-21 PVC
SANITARY SEWER / / FORCE MAINSANITARY S
\ EASEMENT 5' SETBACK
30' X 10'
BORING PT / SSMH-5
\ PERIMETER BUFFER /
20' - TYPE C
SSMH-3 \
166 LF 8" C900 PVC '+
O 0.50% / / 30' PUBLIC 20' PUBLIC $ \\
ESANITARY ASEMENT EWER SANITARY EWER
EASEMENT \\ —
LF 8" C900 PVC \ 0.9 \ / �/ 266 LF 8" DIP $
O 0.50% / / O 0.54%
\
41
20
/ -TYPE C, INCLUDING
THOROUGHFARE
SSMH-2 THOROUGHFARE STREET
\ \ TREES (5' N1DTH)) ALONG / COMBINATION AIR
�\ PUBUC RIGHT-Oi-WAYS VALVE MANHOLE AND
\ \+ X \
ASSEMBLY
'\ \ \ ✓O $ PVC DRAINAGE PIPE
\ WITH FLAP VALVE TO
SSMH-4 \ \ Q2OOYw DAYLIGHT
VIL.N CLASS B RIP RAP J C/Q
15, x 10' \ \ \ \FXQs.�%y IF / 5'Lx3'Wx18^THICK
RECEMNG PR \ \ \ 1',0� /3� Fj� I 78 LF 18" RCP
30' PUBUC 40' PUBUC \ qW- Z� R
SANITARY SEWER SANITARY SEVER ('R O^ / ®0.60%
EASEMENT EASEMENT \ \ (wO //" "7O
T/C=315.36
111 LF 8" C900
CB-226
PVC ®0.50% EXISTING 12 C900 \ / INV I14=306.23 (CB-231)
RECLAIM WATER LINE \ \ \ \ \ \ / \ INV OUT=304.94
SSMH-1 EXISTING 14' DR18 C900 PVC
SANITARY SEWER FORCE MAIN
CORE DRILL EXISTING MANHOLE
INSTALL FLE%IBLE RUBBER BOOT
AND TIE TO EX. SSMH
LENAR CAROLINAS
PIN 073053863
DB 017612, PG 01928
SANITARY SEWER MAIN 'A'
16+00 T7+00 — W3
�i—+wa—wa �wa
75 LF 15" RCP
0 1.00%
Ca-231
T/C=315,27
20' PUBLIC
SANITARY SEWER
NV IN=3G9.GG (CD-232)
INV our=306.48
EASEMENT
FUTURE IMPROVEMENTS
OPERATIONS CENTER
(UNDER SEAPARATE COVER)
DUKE ENERGY PROGRESS
PIN 0629626959
DB 015289, PG 02437
ZONING: WAKE COUNTY R-80
Approved By: J. Smith
Approval Date: 12/06/2023
HOLLY
SPRINGS
Revised Sheet
a
GRAPHIC SCALE
0 0 6o 120
1 inch = 60 ft.
330
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
DRAWING NUMBER
CFD-XXXXXX A000 -XXXXXX
f' DUKE
Vi ENERGY®
MAILING ADDRESS:
P.O. BOX 1007
CHARLOTTE, NC
Safety Expectations:
P�LNESReduce Rill
Remove Exposures to Hazards
Reinforce Safe Behavior
ARCHITECTURE
1100 Dresser Court
Raleigh, NC 27609
Office 919.828.2301
Email [e-mail]
1 1
MCADAMS
The John R. McAdams Company, Inc.
621 Hillsborough Street
Suite 500
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
ZO fESS/per :
SEAL
034365
DUKE ENERGY
PROGRESS HOLLY
SPRINGS OPERATIONS
CENTER AND
TRAINING FACILITY
DATE ISSUED: 9-29-2023
PROJECTSTATUS: ISSUED FOR
CONCTRUCTION
PROJECT NO. 22-008
DRAWING NUMBER
CFD-XXXX- A000 XXXXX
ELECTRONIC FILE NAME: C7001.DWG
DRAWN BY:DML
CHK'D BY: KAS
E-MAIL: [e-mail]
colivau�Guue�xolsa soEaEo �o ioEnw 0s aLLxa6.1c.
MODIFIED wr IIATI N N Lo NLYII Eo RTHEa IICIaaccr�in K
SHEET TITLE
PLAN AND PROFILE
SANITARY SEWER MAIN 'A'
STA. 0+00 TO 20+00
SHEET NO..
C/ ■00

DRAWING NUMBER
CFD-XXXXXX A000 -XXXXXX
P�
O �
- - �
Q )
\ / FUTURE IMPROVEMENTSOPERATIEN
\0��(, /
/(UNDER 3NRR EAT COVER)J��
20' STORM
DRAINAGE
EASEMENT .114 LF 18 POP
® 0.53%
/ 4"
20+00 ? / 147 47 LF LF 24" RCP
2• SDR-21 Pvc 20PUBLIC
SANITARY SEWER SAN ITARY SEWER \\ /
FORCE MAIN EASEMENT
127 LF 24" RCP
@ 3.16% 1`0 /
20'-TYPE C, INCLUDING 30.
THOROUGHFARE STREET SEraACl �f
TREES (5' WIDTH) ALONG /
PUBLIC RIGHT-OF=WAYS 0228 /
B' DIP
WATER LINE
0242
2' SDR-21 PVC O 2• SANITARY SEWER
SANITARY SEWER FORCE MAIN FOR FIRE
FORCE MAIN
CSTATION (UNDER
CONTRACTOR TO
COORDINATE SANITARYSEPARATE COVER)
CONNECTION WITH FIRE
STATION PROJECT OR
PROVIDE PLUG IF NO
CONNECTION IS
AVAILABLE
SANITARY SEWER MAIN 'A'
20+00 21+00 22+00 23+00 24+00
4- RECLAIM
WATER LINE
FIRE STATION PROPERTY
(UNDER SEPARATE COVER)
ACTOR TO
INATE SANITARY
CTION WITH FIRE
N PROJECT OR
IS PLUG IF NO
CTION IS
3LE
a
GRAPHIC SCALE
0 30 60 120
1 inch = 60 ft.
DUKE
ENERGY®
MAILING ADDRESS:
P.O. BOX 1007
CHARLOTTE, NC
Safety Expectations:
p6LNESReduce Risk
Remove Exposures to Hazards
Reinforce Safe Behavior
ARCHITECTURE
1100 Dresser Court
Raleigh, INC 27609
Office 919.828.2301
Email [e-mail]
LU]
WADAms
The John R. McAdams Company, Inc.
621 Hillsborough Street
Suite 500
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
DUKE ENERGY
PROGRESS HOLLY
SPRINGS OPERATIONS
CENTER AND
TRAINING FACILITY
DATE ISSUED: 9-29-2023
PROJECT STATUS: ISSUED FOR
CONCTRUCTION
PROJECT NO. 22-008
DRAWING NUMBER
CFD-XXXX- A000 XXXXX
ELECTRONIC FILE NAME:
DRAWN BY:DML
CHK'D BY: KAS
E-MAIL: [e-mail]
NOUNoannoxnwo RDIFI IBUTEDconrioa+P IAsxeu rani
ru:Ion&� orvtr1 UKD waWmcSPEmclrl�cvao�rc.imwr.
SHEET TITLE
PLAN AND PROFILE
SANITARY SEWER MAIN 'A'
STA. 20+00 TO 23+27.73
SHEET NO.. 1
C/ .oi

DRAWING NUMBER
CFD-XXXXXX A000 -XXXXXX
EXISTING 12"
WATER MAIN
28.3 LF 24" M
ENCASEMENT PI
FUTURE IMPROVEMENTS
OPERATIONS CENTER
RM DRAINAGE \\
VT AND SCM )
I E AND EASEMENT
EASEMENT
0235
TEMPORARY
2' BLOW OFF
ASSEMBLY
12' DIP WATER
MAIN t3a7o/
M 20 STORM
DRAINAGE
WA STUB /, I/ EASEMENT
2' RECLAIM
e•X4' WA BLOW OFF
4' PLUG ASSEMBLY
\' (`TEMPORARY /
II I I ASSEMBLY
I II
�I
I
I I
FUTURE FIRE STATION IMPROVEMENTS
(UNDER SEPARATE COVER)
WATER MAIN - CINDER STATION ROAD
330 330
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 13+70
N
GRAPHIC SCALE
0 30 60 0
1 inch = 60 ft.
DUKE
ENERGY®
MAILING ADDRESS:
P.O. BOX 1007
CHARLOTTE, NC
Safety Expectations:
p6LNESReduce Risk
Remove Exposures to Hazards
Reinforce Safe Behavior
ARCHITECTURE
1100 Dresser Court
Raleigh, NC 27609
Office 919.828.2301
Email [e-mail]
1 1
MCADAms
The John R. McAdams Company, Inc.
621 Hillsborough Street
Suite 500
Raleigh, INC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
04,
t 034365 s
tea, .09at I N6s,,-, ,4:
GOo'
DUKE ENERGY
PROGRESS HOLLY
SPRINGS OPERATIONS
CENTER AND
TRAINING FACILITY
DATE ISSUED: 9-29-2023
PROJECT STATUS: ISSUED FOR
CONCTRUCTION
PROJECT NO. 22-008
DRAWING NUMBER
CFD-XXXX- A000 XXXXX
ELECTRONIC FILE NAME:
DRAWN BY:DML
CHWD BY: KAS
E-MAIL: [e-mail]
10)0 nrao �RDFRIBUTED onrioa+P iAsxeurorei
r-ONSS10-orvr URC waWmcsPEmcircvao�rc.imwr.
SHEET TITLE
PLAN AND PROFILE
WATER MAIN
CINDER STATION ROAD
SHEET NO. C/7
■02

DRAWING NUMBER
CFD-XXXXXX A000 -XXXXXX
Ilk \
�mm--
FUTURE IMPROVEMENTS
OPERATIONS CENTER
(UNDER SEAPARATE COVER)
FIRE HYDRANT
L- PusucR wOAD
M` \
GAS UNE \
\ ; / (APPROXIMATE) \ \ \ \ \
(BY OTHERS)
MISTING
6" C900 PVC
ELECTRICAL �\ RECLAIM WATER LINE 6" C900 PVC RECLAIM
_
SERVICE \ WATER LINE /y
8• DIP WA STUB J
WI
IS. X to' ki
RECEMNG PR `
TAPPING SLEEVE `
8: VALVE
8" GVhB \
\ �X111 TING 12" C900
RECLAIM WATER LINE
EXISTING 14" DR18 C900 PVC
SANITARY SEWER FORCE MAIN
EXISTING 14'' D
C900 PVC SANI'
SEWER FORCE I
TIE TO EXISTING
12" C900 PVC
RECLAIM WATER
LINE
FRONTSIDE OR BACKSIDE
SHOULD BE FIELD
DETERMINED 90'
\\ \\
30' X t0' OW C
\ \BORING PR \ �/ A 2* BLOW \EXISTING 12" . O ASSEMBLY
DIP WATER \\\ �OSc
MAIN
l(
11 B2 3/4" ENCASEMENT PIPE \ \\ elf
AND INSTALL 8" C900 PVC \\ FCO'Q/GL�O
RECWM WATER UNE
�4
20' Pueuc \\
SANITARY SEVER \
EASEMENT \ 1
72" DIP WATER 2" SDR-21 PVC 1
r MAIN SANITARY SEWER
FORCE MAIN
`\ I127LF 24" RCP
_ ® 3.16%
38LF 24" RCP
_
® 1.32%
_
GAS LINE
(APPROXIMATE) RS)
—1
20' STORM
0239
DRAINAGE
EASEMENT
CONTRACTOR TO COORDINATE II
SANITARY CONNECTION WITH
FIRE STATION PROJECT
2" SANITARY SEWER FORCE MAIN
(UNDER SEPARATE COVER)
20' STORM DRAINAGE
MAINTENANCE AND
FUTURE IMPROVEMENTS ACCESS EASEMENT
OPERATIONS
UNDCENTER ER SEA RATE (ACOVER)
12"X6" FN TEE
12" DIP WATER r \ `
I _—_� / MAIN �\ 1\ 'Aa� 20' STORM
M�N.e DRAINAGE
—M EASEMENT
M M M m 8• DIP WA STUB
13+0013+21. / /
»—,'TI, FIRE HYDRANT \
8• DIP W/L BTUB ASSEMBLY (TYP.) — — — _ _ �i/ // z• BLOW OFF
I I g yyy \ 8'X4• W/L TEE / / ASSEMBLY
4"PLUG
o TEMPORARY 2
2" BLOW OFF TEMPORARY
ASSEMBLY y 4 III r BLO LYOFF
ASS2
FIRE STATION PROPERTY I I
v (UNDER SEPARATE COVER)
FUTURE FIRE STATION IMPROVEMENTS
(UNDER SEPARATELY COVER)
330 RECLAIM WATER LINE 330
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00
N
GRAPHIC SCALE
0 30 60 120
1 inch = 60 ft.
DUKE
ENERGY®
MAILING ADDRESS:
P.O. BOX 1007
CHARLOTTE, NC
Safety Expectations:
p6LNESReduce Risk
Remove Exposures to Hazards
Reinforce Safe Behavior
ARCHITECTURE
1100 Dresser Court
Raleigh, NC 27609
Office 919.828.2301
Email [e-mail]
1 1
MCADAms
The John R. McAdams Company, Inc.
621 Hillsborough Street
Suite 500
Raleigh, INC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
PaCARp�r'�.,
C: SEAL ice@ W tlP
L 034365 s
DUKE ENERGY
PROGRESS HOLLY
SPRINGS OPERATIONS
CENTER AND
TRAINING FACILITY
DATE ISSUED: 9-29-2023
PROJECT STATUS: ISSUED FOR
CONCTRUCTION
PROJECT NO. 22-008
DRAWING NUMBER
CFD-XXXX- A000 XXXXX
ELECTRONIC FILE NAME:
DRAWN BY:DML
CHWD BY: KAS
E-MAIL: [e-mail]
oannoxM RDIFIRoraEnconrio TIP lrsxeurorei
radon&—ONIX X JRO waWmcSPEECIIcvao�rc.lI
SHEET TITLE
PLAN AND PROFILE
RECLAIM WATER
CINDER STATION ROAD
SHEET NO.
C7.03

DRAWING NUMBER
CFD-XXXXXX AND -XXXXXX
10' OR LESS "'
GA7E ✓AL ✓E
OX
WATE •• L
IFE OR GWOSS
a/e' Au-INReAo
Sl7EEL R00 (CUT TO
inNcaFr,.
ANo co
s a
coNcaErc
�.
LENGTH)
nun AaA
usAHm
7-112- MIN. �xaxws
IA —Amos/
�-yB� ws
RAss N,PP
2"B E
l5' M/N tENcral
-_ ------------- - ----
_- - -
rsEAOEa
As v
-1
,a Eo Boo
--_
ure mmst
2 ryaAun Aauy
awrx/r
1'-0' M.J. NIPPLE
GLANDS (MIN.)
-
CONCRE7E BLOCKING
-
vuWeavAr
4" SOLID CaJCRE1E BLOCK
rArm nmu
aav
OF
- - - -- -----
_
- -_ -
-------- --
--_
-.
- PLAN
BRANCH SIZE RODS
4" 2
N�
cuae
(MUF 1
-
uAw
u
6' 2
B. 4
1. ONCE INSTALLED AND TIGHT, THE STEEL RODS AND BOLTS SHALL BE COATED
WITH 2 COATS OF BITUMINOUS BASE PAINT, STAINLESS STEEL AND GALVANIZED
rraau5r MEcvnNi�A/ �olNr
TAPPED CAP
OR AvvaovEu EauAU
-
y'
-
1�. D.I.P. SHALL BE USED FOR VALVE BOX EXTENSIONS.
2 VALVE OPERATING NUT MUST BE EXTENDED 50
12, 4
R005 CAN BE USED.
cauvncrEa
coN[aerE
aAc.rE2e ,
z rlaacAucu
BaASS PIPE
cX
rAum eAua,
THAT THE DEPTH S NO GREATER THAN 6' FROM
THE SURFACE USING A MANUFACTURER APPROVED
EXTENSION KIT.
3. PRECAST CONCRETE ENCASEMENT IS ALLOWED
16' 6
24^ 6
2. SEE STANDARD THRUST BLOCK.
3. CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL FITTINGS.
4. CAN USE GALVANIZED RODS AND COAT RODS WHERE THEY ARE CUT.
s' MM
t•L. JI �_L1"'SECTIONL.
za' Mw tENGila
Ar saao vn
OUTSIDE OF PAVED AREAS.
4. DOMESTIC MADE IN U54.
DRAWING NOT TO SCALE
DRAWING NOT TO SCALE
= s¢E ',.- _ - yr
STANDARD VALVE BOX INSTALLATION
RE195/DNS NUMBER HIM 8°nus
SAY
STANDARD VALVE RODDING
NUMBER:HBE09
SPiih8
ol�ort,hn -
STANDARD 2" BLOW -OFF
ASSEMBLY
onrE�R�/s/o
s` " aERHsbob
HDlly
�sa�taneg
oA
DATE
RE✓SONSL
TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT
TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT
Til OWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT
eacX or cuae -
SAME ASP SPACES
1111E _E 1A I3I
� \ 1
\ MA
STANDARD DETAIL NUMBERHS61< STANDARD HYDRANT LOCATION (FOR PARKING LOT) Holly DATE RE✓isloas springs
TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT °uw15ir°
I II I I
I I I
I I I I I
III I
a I I I
II I
I p l l I w I
ICI I
II I I
--_� L--------------_
SJOEWAGX
\ \ RAMP Ala
\ \ T-------7—C
\ \ \ \ Eo od'XT Mw
_ CUBB ANO GU ER
3 1O111 B REATA—
CnONS /N
NOTES: Pa T
T.H r.I_i_-
STANDARD HYDRANT LOCATION STANDARD DETAIL NUM6ERHSI
DATE REVISIONS
TOWN OF HOLLY 5PRlN65 ENGINEERING DEPARTMENT
f' DUKE
"W ENERGY®
MAILING ADDRESS:
P.O. BOX 1007
CHARLOTTE,NC
Safety Expectations:
ILLNES Reduce Risk
Z E R Remove Exposures to Hazards
INJURY Reinforce Safe Behavior
oppv
ARCHITECTURE
1100 Dresser Court
Raleigh, NC 27609
Office 919.828.2301
Email [e-mail]
s
?d
N 1 1
a
MCADAMS
The John R. McAdams Company, Inc.
621 Hillsborough Street
Suite 500
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
vo
PARGa,no
d a
SEAL _
= 034365 i
DUKE ENERGY
PROGRESS HOLLY
SPRINGS OPERATIONS
CENTER AND
TRAINING FACILITY
DATE ISSUED: 9-29-2023
PROJECT STATUS: ISSUED FOR
CONCTRUCTION
PROJECT No. 22-008
DRAWING NUMBER
CFD-XXXX- A000 XXXXX
ELECTRONIC FILE NAME:
DRAWN BY:DML
CHWD BY: KAS
E-MAIL: [e-mail]
11­
>a' 0UTFOXXITHOUTPRO nwNO- Tms
BE USED FOR THE SPECIFIC P­ I
SHEET TITLE
WATER
DETAILS
SHEET NO.
C8.03

DRAWING NUMBER
CFD-XXXXXX A000 -XXXXXX
MAX. 50'-B" ANGLE ✓AL ICE MAX.
(/F EXCEEDS MAX 1XSTA86E NEED ADaOWAL ,IL IE 5' MAX FROM HIDRANT)
5'-O" MIN.
5" Srwrz connecrron ms(a/le0 / the
anu/xtuand port ohOaMe hydronf (N {
ossenay (No 000Pres nowee)
xQ
77
'
TAMPER
BAGN'RILL
ll
7r
--
'�
MINIMUM OF 8 CF.
J/4" BRIDLE ROB & ROB COLLAR
NO. 5) STONE
�
g IT
-IP-O"
'I
MAX.
6"GAT£ ✓AL
MAIN
EE
LANE DUCOLE IRON PIPE
NOT`,
1. TOP OF BLOCKING TO BE 2" FROM
CONCRETE TNRUSr
BLOCK
HYDRANT WEEP HOLES.
1/1 C.Y. AT 3000 PSl
2. HYDRANTS SHALL BE YELLOW IN COLOR
(SHERWIN WILLIAMS PRO INDUSTRIAL
URETHANE ALKYD ENAMEL SAFETY YELLOW
B54 Y157)
STANDARD HYDRANT INSTALLATION
TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT
2
CONCR£]£ BLOGYINC
MIN. 1/3 C.Y. AT
J000 P.S.I.
DRAWING NOT TO SCALE
4NDARD DETAIL NUMBER: I -I �(+, ftgy
TE REU/SIONS (�_GZ'='. 3nrinon
PLAN
�sss
NOTES
1. CONCRETE COLLAR TO PROTRUDE INTO SIDES AND BOTTOM OF
UNDISTURBED TRENCH WALL MIN. OF 6".
2. MEGALUG OR CAGE IS ACCEPTABLE INSTEAD OF ANCHOR RING.
ANDARD THRUST COLLAR INSTALLATION
TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT
CONC9 7HRU (3000 P.S./.)
Sr
COLLAR
A
AIA
C MAIN
ANCHOR RING
BECKON
TA
r
REINFORCING
I
UNBl51URBEB EARTH -
O
MINIMUM CONCRETE BLOCKNO (C.Y.)•
NO.. PIPE
OM. IN.
TEES @
DEAD ENDS
90'
BEND
45'
BEND
22
BEND
BEND
4
1/3
1/3
1/3
1/3
1/3
6
1/3
1/3
1/3
1/3
1/3
8
1/3
1/2
1/3
1/3
1/3
10
2/3
3/4
1/2
1/3
113
12
3/4
1.0
2/3
1/3
1/3
14
1.0
1 1/2
3/4
1/2
1/3
16
1 1/3
2.0
1.0
1/2
1/3
18
1 2/3
2 1/3
1 1/3
2/3
1/3
20
2.0
3.0
1 2/3
1 3/4
1 1/2
24
3.0
4 1/3
2 1/3
1 1/3
1 2/3
NOTES' +•CONCRETE SHALL BE 3000 P.S.I. MIX.
6' TO 16" MAINS=12-N0.7 BARS -
20" TO 36" MAINS=12-NO.8 BARS 1. 4 MIL PLASTIC MUST BE WRAPPED AROUND ALL FITTINGS PRIOR
BARS PLACED AS SHOWN TO POURING CONCRETE.
DRAWING NOT TO SCALE 2. NO CONCRETE SHALL COVER BOLTS OR GLANDS. DRAWING NOT TO SCALE
4D DETAIL NUMBER' HBOCJ HDII I STANDARD DETAIL NUMBER: "I"
'EWSIONS I Spiings STANDARD REACTION BLOCKING DATE REwsloNs
a.,prsso�` TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT
c. p, � REDUCER
'-N . Q � • CASING PIPE • •
PLAN VIEW
' G flNISHED GRADE
2.-0.
ilia
- -- --
- MARKER
1 BALL
pw
CASING
REDUCER
II�IISECTION VIEW
UTILITY MARKER BALL COLOR
BLUE - POTABLE WATER •= NON -PROGRAMMABLE MARKER BAIL
SILLyE'.,'
N4gS:
1, MARKER BALLS SHALL BE LOCATED ABOVE THE PIPE, 2 FEET BELOW DNISHED GRADE.
2. ADDITIONAL BALLS MAY BE REQUIRED AS DIRECTED BY THE TOWN IN CONGESTED
AREAS OR TO MARK AN ATYPICAL ALIGNMENT.
l
HS628
H011y
Springs
°1mna1"Aa""
STANDARD UTLfTY MARKER BALL LOOATIONB
FOR WATER MA!!B
STANDARD
DETAIL NUMBER
HISIM
� HOH
DATE
REWS/ONSSpxl�ga
TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT
DUKE
ENERGY®
MAILING ADDRESS:
P.O. BOX 1007
CHARLOTTE,NC
Safety Expectations:
OLNESReduce Risk
Remove Exposures to Hazards
Reinforce Safe Behavior
ARCHITECTURE
1100 Dresser Court
Raleigh, INC 27609
Office 919.828.2301
Email [e-mail]
1 1
MCADAMS
The John R. McAdams Company, Inc.
621 Hillsborough Street
Suite 500
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
= 034365 i
44� RICK L. GOOp
DUKE ENERGY
PROGRESS HOLLY
SPRINGS OPERATIONS
CENTER AND
TRAINING FACILITY
DATE ISSUED: 9-29-2023
PROJECT STATUS: ISSUED FOR
CONCTRUCTION
PROJECT N0. 22-008
DRAWING NUMBER
CFD-XXXX- A000 XXXXX
ELECTRONIC FILE NAME:
DRAWN BY:DML
CHK'D BY: KAS
E-MAIL: [e-mail]
>a'aUTrnwfi,NOUTaM0RV_a THIS
BE USED FOR THE SPEDFIC PODUEM INTENT.
SHEET TITLE
WATER
DETAILS
SHEET NO.
C8.04

(2) 1/2" x 1 3/4" HEX HEAD, 2 VENT HOLES TO BE
STAINLESS STEEL BOLTS AND 1 1/2" RAISED LETTERING SPACED OPPOSITE TO
EACH OTHER IN OUTER RING
11„
WASHERS AT 180' COUNTERSUNK.
® (RECESSED FLUSH)
0 BOLTS AI WASHERS TO BE TYPE (HOLES TO BE 1" DIA.).
316 STAINLESS STEEL.
(2) OPEN O
PICKHOLES
FILLETS 0 R 1/8" , 1" DIAMETER ��
_ 3/4
-1/4�{
a.
1" RAISED LETTERING
(RECESSED FLUSH).
(To BE LABELED WATER"
"SEWER" AS APPROPRIATE).
BOX SHALL BE CENTERED
OR OVER VALVE
SIGN BACKGROUND
COLOR: PANTONE 512c 17"
O N O
(2) CLOSED PICKHOLES
try.
.
cs x R 1"
A A O
® B eOIA IMEp�x�N
1. 6-1/4 -�
I
wA R
ALL PARTS SHALL BE D
THE SAME MATERIAL AND
SUPPLIED THE SAME
�F a►
(=�=
LETTERINGED
O (RECESSED FLUSH)
MINIMUM R 1/2"
FOUR 1 1/2" RAISED LETTERING eLR 1/4LETS
ANCHOR RING TOP VIEW (RECESSED FLUSH) COVER TOP VIEW COVER BOTTOM VIEW
BOLTS
25 1 4"
2j.3 3/4�.1 3/4" MIN.
®
z O D1/2"
OVER PAINTED
PURPLE
LID
MANUFACTURER
R
35"
U-CHANNEL POST
18"
I I
1/2"
rt
3/e'
84F23
� }}
COMPLETE BOX
GROUND
r 1
_ 24 3" MIN. J I
331/4" SPECIFICATIONS:
�}I3^4}�
1. CLASS 35 GREY IRON.
L-7/B
BOTTOM SECTION
1-1 2'
�
TIE
1. VALVE BOX COVER SHALL WEIGH A MINIMUM 13 LES.
2. ENTIRE VALVE BOX ASSEMBLY h COVER SHALL BE
CAST FROM 35 GRAY IRON.
�-I II-F
4" 2. COMPLIES WITH ASTM A48 CL35B.
SECTION "A —A"
3. CASTING TO BE COATED WITH A WATER
I--n-S/8�-1
DOMESTICALLY MADE AND
3. ASSEMBLY $HALL BE U.S.A.
MANUFACTURED IN THE U.S.A.
12"
MINIMUM WEIGHTS BASED ASPHALT PAINT (BLACK).
SECTION "B-B" 4. ALL LETTERING SHALL BE CLEAN, CRISP,
RING 10 AND CLEARLY LEGIBLE.
7-1/e
SQUARE UPPER SECTION
4. ASSEMBLY OTHER THAN COVER SHALL BE PAINTED
BLACK.
CTOOVER 120 S.DOMESTICALLY MADE &MANUFACTURED
TAL 300 IN THE USA.
5. INSTALLATION $HALL BE IN ACCORDANCE WITH
DRAWING NOT TO SCALE
STANDARD POTABLE WATER REQUIREMENTS.
DRAWING NOT TO SCALE
DRAWING NOT TO SCALE
AIR RELEASE RECLAIMED WATER MANHOLE RING AND CORER
STANDARD
DETAIL NUMBER: HIBiN)B
rS Drin B
STANDARD VALVE BOX (RECLAIMED WATER)
STANDARD DETAIL NUMBER.' HSIIOD
, ___ BBlly
S rih s
P 8
RECLAIMED WATER USAGE SIGN
STANDARD
DETAIL NUMBER.' HISM
SP y
S �h
I "p'
0
REUS/oNs
DA7E REt7S/oNs
DATE
REWS/ONS
TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT
I Np".M"'1
TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT
ENCLOSE EN05 ww
RESTRAINED ✓ONl
STEEL SPIDERS
TT
R' RWCK MASONRY
p' gE4f2
—_—_—_ Q CARRIER RPE
314- eEEPH"
CARRIER PIPE
AT LOW Pow O-
CASING
STEEL ENCASEMENT PIPE
1
St04-r TO DRAIN `DRAINAGE
S2MW PER SPEOFICA R.'
GRAI Z
(10 CU. FT. STAVE)
CARRIER RPE
-STEL2 ENCASEMENT
NOTE
PFE
1. DUCTILE IRON PIPE SHOULD HAVE 2 SPIDERS PER STITCH OF PIPE.
2. PVC SHOULD HAVE 3 SPIDERS PER STITCH OF PIPE.
3. RESTRAINT - GASKET REQUIRED FOR PUSH ON JOINT PIPE.
STEEL .ENDER
(NO WELDED RINGS ALLOWED TO BE USED FOR RESTRAINT)
SPIDER DETAIL
DRAWING NOT TO SCALE
WATER BORE + JACK DETAIL
TOWN OF ROLL Y SPRINGS ENGINEERING DEPARTMENT
DRAWING NUMBER
CFD-XXXXXX A000 -XXXXXX
DUKE
ENERGY®
MAILING ADDRESS:
P.O. BOX 1007
CHARLOTTE, NC
Safety Expectations:
LLNES Reduce Risk
Z E R Remove Exposures to Hazards
INJURY Reinforce Safe Behavior
^ODQV
ARCHITECTURE
1100 Dresser Court
Raleigh, INC 27609
Office 919.828.2301
Email [e-mail]
1 1
WADAMS
The John R. McAdams Company, Inc.
621 Hillsborough Street
Suite 500
Raleigh, INC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
?C 911 SEAT° .�
i 034365
GO, o•
DUKE ENERGY
PROGRESS HOLLY
SPRINGS OPERATIONS
CENTER AND
TRAINING FACILITY
DATE ISSUED: 9-29-2023
PROJECT STATUS: ISSUED FOR
CONCTRUCTION
PROJECT NO. 22-008
DRAWING NUMBER
CFD-XXXX- A000 XXXXX
ELECTRONIC FILE NAME:
DRAWN BY:DML
CHK'D BY: KAS
E-MAIL: [e-mail]
—1-0- a�noxn�ry DRDsrRIs-Drcon TPRri:sxeu .
mOROOUWONL Ku Dra ESPEOF� PRa� '—
SHEET TITLE
RECLAIMED WATER
DETAILS
SHEET NO.
C8.05

COVPACTD BACK RU
UNDISTURBED TRENCH WALL
6" /
B6TML
BACffRL
SPRING LANE / EMBEVIl SPRING L/AE
OF PIPE MATERIAL OF PIPE
/ O \ HAUNCIING
-f = BEDDING
SPECIAL BEDDING
FOR 14-W DEFTHB
AND FOR PPE Td` AND ABOVE N SIZE
NOTI
1. EMBEDMENT MATERIAL MUST BE CLASS I (NO. 67 OR NO.
78M WASHED STONE IS TYPICALLY USED).
2. EMBEDMENT MATERIAL SHALL BE COMPACTED TO A
MINIMUM OF 90% STANDARD PROCTOR DENSITY FOR
CUSS I MATERIAL
3. ALL SANITARY SEWER UNES LESS THAN 3' AND OVER 20
FEET IN DEPTH MUST BE D.I.P.
BEDDING FOR FLEXIBLE AND SEMHWD SANITARY SEWER PPE
TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT
COLIPACTED SI FBL
STANDARD MANAUS, g•
RING AND COVER _ _ _ MAX 2"
I -\�X 12' MAX
--- MANHOLE BREAK POINT
2 0i.T a
USE FOUR 318 INCH ANCHO
BOLTS TO BOLT FRAME ECCENTRIC TAPER'
9 O SPACER. USE ROPE UNIT
MA 5TIC SEAL BETWEEN
FRAME AND SPACER. - - - - - - -
SEE FOR MANHUL
STEPSTANDARD MAY Nor BE DETAIL LOCATED ABOVE
THE INFLUENT OR EFFLUENT P/PE.
O 4DlA
oa
EMBEMENT 5' D/A ALL LIFT HOLES WHICH COMPLETELY PENETRATE
NNI/NCMNC MITI OR BUTYL RUBBER JOINT SHRINKING GROUT. SHALL THE MANHOLE BE FILLED N9TN NON-
MINNAUM y
STANDARD BEDDING JJJ--- RISER
FOR 3' TO W' DEPTHS UNIT 5' B' WROTH MASTIC ASPHALT WRAP TO BE
S • / APPLIED TO ALL JOINTS.
BASE UNIT ✓
SOLD CONCRETE BLOC BRICK & MORT
INVERT OR PRECAST INVERT MEETING
SPEC/FICA TKAVS
26..
PIPE
OTES:
6' BEDDING
",.NY MANHOLE OVER 20' IN DEPTH SHALL BE 5' IN DIAMEILR.
DRAWING NOT TO SCALE 2. NO FLAT TOPS ALLOWED. DRAWING NOT TO SCALE
70 DETAIL =7] STANDARD DETAIL NUAIBERHS706 �HOII
EVISIONS 1 SPLirtg6 STANDARD PRECAST CONCRETE MANHOLE DATE REVISIONS 1 SpriYhI
ex�*°ram TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT zexxM
I
I
�A\ S' P T F
MIN. 1/2" r 1 1/2" LAG BOIL TS W/ ER WAR p,r O
LEAD SHIELD ANCHORS ALL TYPES LY:
CIAVCRE/F ENCASEMENT (P0.477LW AS SHORN) COVERS : WATER,
(J000 PST .IRX) (4 RE7JUBlEO) SANITARY SERER,
LYWOPETE ENCASEMENT & STOW/ SERER
.d d FM/LSYED (MOO PST MIX) FMNSNED
OPAOE �- - 1 1/2" MIN ASN/ALr 12" A/bV GRACE
n H.00 VL/ a ea A � � -- - -� V ,re A :
qP A a. SSE
Qe 0 d� _, .
18' "N.. j P�1�) I COIHPAClfO COIHPAClfO
. I\j' d BACA(RU f57U MANNIXE BALYff/Ll.
SM MAMY" tl
RING AAO COVER
PLAN
NOTE
1. ALL MANHOLE COVERS TO HAVE 2 HOLES ONLY.
2. USE SCUD UD ON ALL MANHOLES LOCATED IN LOW AREAS OF
ROAD PROFILE.
3. MANHOLE RING TO BE BOLTED AS SHOWN W/ROPE MASTIC
SEAL BETWEEN FRAME AND SPACER.
4. DOMESTIC MADE IN USA AND MEET H2O LOADING NCOOT NO 840.54.
STANDARD MANHOLE RING AND COVER ENCASEMENT
FOR MANHOLES LOCATED IN PAVED AREAS
TOWN OF ROLL Y SPRINGS ENGINEERING DEPARTMENT
BOTIOV OF
COVE?
1/2'
0
TOP OF COVER
I II
SECTION
I IL
NOTES
1. ALL COVERS TO BE LABELED PROPERLY.
2. ALL MANHOLE TOPS 2' ABOVE 100 YEAR FLOOD ELEVATION.
CCLVSEAL
3. ALL MANHOLE TOPS 2' ABOVE 500 YEAR FLOOD ELEVATION, REOIARED
IF THAT ELEVATION IS AVAILABLE
O
IN
1'-10 4"
4 J/B"
1
2'- /2"
4 3/8"
2=9 ! 4"
OF COIFR
THREADED HOE5 - 4 O 90'/
4-1/21,1-3/4"
STAINLESS STEEL (TYPE 316)
HEX HEAD Bars MINIMUM AVERAGE WEIGHT
RING 190
\ COVER 120
TOTAL 310
FOUR
LAG am IS
FW �c
PLAN
4 J/B"
NOTES
DETAIL CC
/. IMIERML SPECIFICATION - GREY IRON,
ASEM A48, CL35B. MADE IN USA
4. MATERIAL SPECIFICATION - GREY IRON, ASTM A48, CL35B,
DRAWING NOT TO SCALE
MADE IN USA,
DRAWING NOT TO SCALE
DETAIL NUMBER: HOM
Holly
S Springs
STANDARD MANHOLE RING AND COVER FOR OUTSIDE OF PAVEMENT
STANDARD
DETAIL NUMBER. HB711
eIHolly
qw $P�I�g�o,,,
STANDARD MANHOLE RING AND COVER FOR WATERlKiil MANHOLES
VISIONS
DATE
RENS/ONS
TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT
TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT
2'-0 1/2'
2-9 114"
SECTION AA
DRAWING NOT TO SCALE
4RD DETAIL NUMBER.- H87
RENSIONS
4 1•
TO BE COPED [ E�
AND B007E0 -1CREN
I�t/sc�mlws Nc
END
x'
5 e/te' -1x nuxu35 s,Ea rtao
NOV SHRINKING
LWd/T \
NQV S/HRM/K/NG
CEANO/T
Ji1
GROUT
x) A p /4• uNI
6.
. _ (PRECAST
:I
7)E
S z) I• ow Na,s z a te•
MAAWO.E
SERVICE[/NE
TEE
MANHOLE WAIL
\j
F/1�P i
' /4• t, e/Y
�P�
Y
GiPO'1F -.. \ (R4yTT
STEEL STRAP
HOLLr wcs
k®1 5.j
D.I. HALF-RIX/NB
11NPU MAAWOE
TOP HALF OF PPE
IN MANHOLE CUT OUT
_ T
DOaNSPOJT V
DORNSPp/T
N'
STRAPS J• MAX
@ yy�DE E:�f �I[T,rxlxc
•
D.l. 11-1/4' BEND
L
STRAPS J' NAX
1" RID III i" TI1/O( STEEL
t STRAP ATTACHED Ill STAINLESS
aq ® IxrcTssm
x , a/a' Inxc
Iln xau -e0ii
-T
MANHOLE WALL
ANCHOR BOILTS TO TIRE MANHOLE
rmj
Nor
1/t'
PRECAsr
D.I.P.
/
B"
9a•
6"
WALL
fort cusraucn m Aso/m vipocx
COVER
SECTION FRAME SECTION
MANHIXE
6"
Zp
•
B£NO
D./.P i
/
I
I /
MAIN
.9, 3TIE[f
LINE
NOTES I
/ /
,r
COVER SECTION
1. NO HORIZONTAL ALIGNMENT CHANGE I
v a -
o
NOTE:
CAN BE MADE WITHIN THIS MANHOLE /
TYPE. USE ON GRADES tDz OR GREATER.
/ / ...'- ,.
...
.. 'ep d <
- - c� -
pp
1. MANHOLE TO BE APPROVED BY TORS DIRECTOR OF
2. EACH JOINT OF PIPE BETWEEN HIGH
• 4
D a/e' 1/4� pyA x
ENGINEERING FOR OUTFACE USE ONLY
vROCf1Y MANHOLE g MANHOLE UPSTREAM
MANHIXE BOTTOM
MANHOLE BonoM
2. ONE BOLT COVER AND FRAME REMOVAL DESIGN.
SHALL HAVE CONCRETE COLLARS. y'' .• w
•t.'
s/e•
3. LOAD RATING TO BE NON -TRAFFIC OUTFALL USE ONLY.
NOTES
1. PIPING CONFIGURATION TO BE USED
4. MATERIAL:
COVER -GRAY IRON ASTM A48 CL35B
ON ALL DROPS.
2. DROPS BE CONSTRUCTED OF A.B.S.
I/z" /
FRAME -GRAY IRON ASTM A48 CL35B
P.V.C. D.I.P. PIPE
3. SE ICE LINE MAY NOT ENTER MANHOLE
THROUGH CONE SECTION OR ITS JOINT.
4. THIS DETAIL SHALL NOT BE USED FOR
FORGE Marls.
FRAME SECTION
DRAWING NOT TO SCALE
' MAX- NO. OF SERVICES INTO MANHOLE SHALL BE 3.
DRAWING NOT TO SCALE
DRAWING NOT TO SCALE
STANDARD HIGH VELOCITY MANHOLE INVERT
STANDARD
DETAIL NUMBER: H3713
Holly
S rin S
• l e g
°`
y�AppgpD W31DE DROP FOR SANITARY SEWER SERVICE
STANDARD DETAIL NUMBER.
H37B
Holl
S rin s
I P gb
MANHOLE COVER & FRAME FOR OUTFACES
STANDARD DETAIL NUMBER. HS722
Holly
1 Springs
DATE
REVISIONS
DATE
REVJS/ONS
DATE
REVISIONS
TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT
TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT
A "
TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT
DRAWING NUMBER
CFD-XXXXXX A000 -XXXXXX
DUKE
ENERGY®
MAILING ADDRESS:
P.O. BOX 1007
CHARLOTTE, NC
Safety Expectations:
LLNES Reduce Risk
Z E R Remove Exposures to Hazards
INJURY Reinforce Safe Behavior
^ODQV
ARCHITECTURE
1100 Dresser Court
Raleigh, INC 27609
Office 919.828.2301
Email [e-mail]
1 1
WADAMS
The John R. McAdams Company, Inc.
621 Hillsborough Street
Suite 500
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CA_p� 0.
5CP'SS"aw
IISEA�u'
034365
tea, a I NEF'O�
��'�. SICK
DUKE ENERGY
PROGRESS HOLLY
SPRINGS OPERATIONS
CENTER AND
TRAINING FACILITY
DATE ISSUED: 9-29-2023
PROJECTSTATUS: ISSUED FOR
CONCTRUCTION
PROJECT NO. 22-008
DRAWING NUMBER
CFD-XXXX- AOOO XXXXX
ELECTRONIC FILE NAME:
DRAWN BY:DML
CHWD BY: KAS
E-MAIL: [e-mail]
NOINoa-noxn� DR DIxwIBUTEcoxrmr�nxlriA xoTeE
INrOR.Nil01Ni9HOUWON, Ku Ora EsrEOF� PRA c.'-
SHEET TITLE
SANITARY SEWER
DETAILS
SHEET NO.
C8.09

DRAWING NUMBER
CFD-XXXXXX A000 -XXXXXX
T1 T2 & T3 BARS @ 8" CTS
_
N
o
U
TV
G7
y
¢
�o
i
1�
LO
h
fO
- FOOTING DIIIINESIONS-
i�1 "
y r w� 1„I, • v vv. ,,�, r v v v.,. ,,v,
REINFORCED CONCRETE FOOTING
FOR 5' PRECAST MANHOLE OR
4' PRECAST MANHOLE
BILL OF MATERIAL FOR 6'-0" FOOTING
BAR
SIZE
LENGTH NO.
WT. lbs.
T1
#5
5'-6" 18
103
CLASS "A" CONIC. YD3 9" THICK 1 1.00
BILL OF MATERIAL FOR 7'-0" FOOTING
BAR
SIZE
LENGTH
NO.
WT. lbs.
T2
#5
6'-6"
20 1
136
CLASS "A" CONIC. YD3 9" THICK
1 1.36
CLASS "A" CONIC. YD3 12" THIC14
1.82
BILL OF MATERIAL FOR 8'-0" FOOTING
BAR
SIZE
LENGTH
NO.
WT. 1bS.
T3
#5
7'-6"
24
188
CLASS "A" CONC. YD3 12" THICK 2.37
PLACE REINFORCING STEEL SO THAT
STEEL IS PLACED A MIN. OF 2" AND A
MAX. OF 4" FROM THE TOP OF THE SLAB
T1, T2 OR T3 BAR
7" HOOK 7" HOOK
(PER CRSI) (PER CRSI)
as
Qa
Z¢ U
H¢ U
IO
GENERAL NOTES:
¢rn
1, THIS STANDARD DETAIL DESCRIBES THE USE OF HORSESHOE TYPE and GORED
MANHOLES WITH A CAST -IN -PLACE BOTTOM.
W Q Q LL =
Q U ¢ O HOi
2. USE HORSESHOE TYPE MANHOLE ONLY WITH THE PERMISSION OF THE ENGINEER.
I
Q U ¢ O H
N ~ LL O J
3. FOR HORSESHOE TYPE MANHOLES WRAP THE PIPE WITH BUTYL RUBBER GASKET,
X s I KING FiROUT.
to H LL O J
D O M Q
":I CORED OR CAST CIRCULAR
O O Q
-�
d O
a;;n. �: •, OPENING SIZED TO MATCH
I ..
yH
O
W
O
......, -..; 0... SEALING DEVICE
e'A: •: 'e A:.. r'• A:'
W
O
SET IN CONCRETE BEFORE INITIAL
SET HAS BEEN REACHED
0
REINFORCED CONCRETE FOOTING
QC W
(SEE SHEET 2 FOR FOOTING REINFORCEMENT)
O�-
SECTION Y-Y
EXISTING PIPI
CORED PIPE TYPE
RSESHE
Z F z 100
3 LIJ "Ic� III
Q ()
CUT AND REMOVE PIP
ABOVE SPRINGLINE
(HORSESHOE TYPE)
MAP AND SEAL
2
O Z
OiL Jd
(NOTE 3) —----';
------------' -----�
0
� 0N
Q LU
I
e-
NEW
I—I;nM
X
'A <: ': L_ X
INLET
Q rn
I
GROUT',:
(NOTE 3)
CUT OR CAST
A� HORSESHOE
CORED
0
'e 'A: A OPENING
OPENINI
f�
LLJFQ
: I
Q
EXIST
3 C I,y
PIPE
a z=
ra H
SET IN CONCRETE
BEFORE INITIAL
M
3
SET HAS BEEN REACHED
REINFORCED CONCRETE FOOTING
(SEE SHEET 2 FOR FOOTING REINFORCEMENT)
SECTION Y-Y
HORSESHOE TYPE
SECTION X-X
SM. MAMRYE RAVD AND WHIP?
LABELED SEKW
BASE M RSE
VA W BOX FDR 2' "w
COM9KAnOV AR Y W
VKK A0.1/STMENT PER MSBOT�
ROADMNY
92ED FCW 1>#� USE
YAXE ! AICLYL YAL-MADC B02 ABW
5% C(KB
AND (BITTER
pSN QR
MWHOLE COVER &ODOR SCRUBBER
PER M1705
4' x O'-S" LG. v/ 2
FLUB Rk
CQ1)KD PER HS]OB
1-0 HOLES (2 REDID)..
ECCENnW' CONE
2' SO4ZI SO PVC
� (SEMER)
SL ONG
.. 12"
SS. L1 x z x i ILF(LENGTHDEPEND,91T
!q' SSE F717ND
(z IAA
EA.ANCHL�,1R
,
ON M4NHOIE DIAMETER 6 SIZE OF
`
WILM / a•, x I" LG SLOTTED HOLE
2" CATE YAL w
IWAY A SGVARE NUT
4'-0' MAhWO E
2" !KEEN (SE1MF) PRECAST COWKETE
TEE
T r5"
: f'4 TIP.
SEMW FY
1"BA[L VAL Hr
... ;...• �... •.....
POW ro6E SLlWEO DP
FRDM FM To" PAL if
TN? CONCRETE FO01/ND
I
vAc l£
MUEi[ER N za FORD F400 TOP(•Nq0
P:SI CYM'CPETE)
e n
I
CW F500 DR SENER LVSTRKNIKYI
SEANCE SADDLES
12" N' 52 $71 E
PKE
CAP 15•
TW?
CORPORATION STOP SHALL BE LOCATED
MOO IS, CYAVLRETE
4' OA. DRANAGL PKE
AT THE TOP OF SEWER FM.
BUAT UP M147?T
WTI VAIN: TO
MANHOLE STEPS SHALL BE PLACED 16' O.C.
DAW r
WHEN DEPTH OF MANHOLE EXCEEDS 3 FEET.
ALL PIPING AND FIFTING, IN THE MANHOLE,
SHALL BE STAINLESS STEEL (SSQ.
NOTE: IF DRAIN PIPE TO DAYUGHT IS NOT ACHIEVABLE THEN
MUST RECEIVE APPROVAL FROM DIRECTOR OF ENGINEERING FOR
AN ACCEPTABLE STANDARD AIR RELEASE.
DRAWING NOT TO SCALE
STANDARD COMBINATION AS VALVE MANHOLE OFFSET FROM
STANDARD
DETAIL NUMBER.' H8727
Holly
SEWER FORCE MAN
TA
RENSlt2N5
' ( Spring
1 `
TOWN OF HOLLY SPRINGS ENGINEERING DEPARTMENT
y
I
FE
LU 0
o J H.
DLL,
z H-zm
QIl'�V
�z
00
Uj
z1-Cn
<in
?W Qa
a CC
oaM
z
C) yM
3
e' DUKE
ENERGY®
MAILING ADDRESS:
P.O. BOX 1007
CHARLOTTE, NC
Safety Expectations:
LINES Reduce Risk
Z E R Remove Exposures to Hazards
INJURY Reinforce Safe Behavior
^ODQV
ARCHITECTURE
1100 Dresser Court
Raleigh, INC 27609
Office 919.828.2301
Email [e-mail]
1 1
WADAMS
The John R. McAdams Company, Inc.
621 Hillsborough Street
Suite 500
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
C ISEA;am81 aP
034365
DUKE ENERGY
PROGRESS HOLLY
SPRINGS OPERATIONS
CENTER AND
TRAINING FACILITY
DATE ISSUED: 9-29-2023
PROJECT STATUS: ISSUED FOR
CONCTRUCTION
PROJECT NO. 22-008
DRAWING NUMBER
CFD-XXXX- A000 XXXXX
ELECTRONIC FILE NAME:
DRAWN BY:DML
CHK'D BY: KAS
E-MAIL: [e-mail]
�O aCDPI DRDI RIBUrnr Wffn Tn. ri:sxeE IS
mFORr IONSHOUWONL Ku Dra EsrECF� PRA c.'-
SHEET TITLE
SANITARY SEWER
DETAILS
SHEET NO. CVR
■10

STORMWATER CONTROL MEASURE IA' CONSTRUCTION SPECIFICATIONS
GENERAL NOTES
CONSTRUCTION SEQUENCE
1. PRIORTOCONSTRUCTION, ANY DISCREPANCIES IN THE PLANS NOTE
S ES SHALL BE BROUGHTTO THE DESIGN ENGINEER'S ATTENTION
IMMEDIATELY,
1.. PRIOR TO CONSTRUCTION, THE OWNER SHALL 08TAINALAND DISTURBING (GRADING)PERMITAND AN .'APPROVAL TO CONSTRUCT"
FROM THETOWN OF HOLLY SPRINGS AND ALLOTHER NECESSARY PERMITS FROM APPLICABLE AGENCIES 4D4 4m
(E.G./ PERMITS)
2. THE PROJECT WILL MEET ALL OF THE E R QUIREMENTS RELATIVE TO BEST MANAGEMENT PRACTICES AND ENGINEERED
E STORMWATERINSTALLAUL
CONTROL STRUCTURES
UCTURES AS OUTLINED 1 N THE TOWN OF HOLLY SPRINGS
R GS LAND DEVELOPMENTORDIN
2. AND R q EROSION CONTROL MEASURES PER THE APPROVED SEDIMENT AND EROSION CONTROL PLAN. THE
ORDINANCE. CHAPTER 7 PA
RT ART 7.3, TOO)
CONTRACTOR ALL
CONTRACTORS MAINTAIN ALL APPROVEDSEOIMENTAND EROSIONCONTROL MEASURES THROUGHOUT THE ENTIRE PROJECT, AS
3. THE FINp
AL CERTIFICATION R
0 THIS FACILITY WILL INCLUDE A CERTIFICATION BY ON -SITE GEOTECHNICAL ENGINEER THATTHE
REQUIRED. THE CONTR
ACTOR RACTOR RING. RECEIVE APPROVAL FROMTHE EROSION CONTROL INSPECTOR, AS REQUIRED
� Q BY GOVERNING
AGENCIES PRIOR TO ANY CLEARING.
PROTECT WAS CONSTRUCTED PER THE APPROVED PROVED PLANS. IT IS THE RESPONSIBILITY .OF THE CONTRACTOR TO CODRDI HATE WITH THE
ON -SITE GEOT ECHNICAL ENGINEER FOR OBSERVATION AND TESTING SUCH THAT THE ON-S TTE GEOTECHNICAL ENGINEER CAN CER TIFY THE
CONSTRUCTIONEMBANKMENT THIS CERTIFICATION MUST ADORERS
3. CLEAR AND GRUB AREA WITHIN THE LIMITS OF THE PROPOSED DAM CONS
0 RUCTION. ALL TREES
E AND THEIR ENTIRE ft00TS SYSTEMS MUST
THE TESTING FOR MATERIALS AND
COMPACTION OF THE DAM EMBANKMENTAND SPILLWAY.
DSPILLWAY.
COMPACTED FROM THE DAM FOOTPRINT AAM LLEDWITHSU TH BACKFILLED AREAS SHALL
THEEM BA INGAREAMATERIAL.
COMPACTED TO THE SAME STANDARDS AS THE DAM EMBANKMENT. THE REMAINING AREA OF THE EMBANKMENT $HALT, BE STRIPPED TO
REMAINING OF IP
4. ALL CONSTRUSOILS
TO THE PROPOSED STORMWATER MWATER CONTROL MEASURE SHALL BE PER THE DETAILS AND
CSSHOW
A SUITABLE DEPTH AS DIRECTED BY THE ON -SITE GEOTECHNICAL ENGINE ER. ANY RESIDUAL TO BELEFT PLACE MUST BE W
SCARIFIED TO PROMOTE BONDING OF THE NEWEMBANKMENT
SPECIFIC INTHESEDRAWELL
NS SHOWNIN THESED RAWINGS. SOILS COMPACTED N ANDO MISCELLANEOUS DETAILS AND S PELIFICATIONS MAY BE
FILL,EMBANKMENT MATERIAL SHALL
A L BE PLACED FO RTHE OATH OR
KEY TRENCH UNTI A L PPROVAL OF THE DA M $UBGRADE I$ OBTAINED FROM THE. ON -SITE GEOTECHNICAL
- MODIFIED PER THE REC M O MENDATIONS OF THE ON -SRO GEOTECHNICAL ENGINEER. HOWEVER, PRIOR TO IMPLEMENTATION, THE DESIGN
GINEER. HO
ENGIN EER SHALL 8E NOTIFIED OF ANY DEVIATION FROM THESE DESIGN DRAWINGS,INCLUDING$HOP DRAWINGS FOR ANY PROPOSED
MODIFICATION.
ENGINEER.
4. EXCAVATE FOR THE NEW KEY TRENCH ALONG THE CENTERLINE OF THE PROPOSED DAM EMBANKMENT. THE TRENCHSNALL EXTENDA
- MINIMUM OF 5 FT BELOW EXISTING GRADE OR 2 FT BELOW THE 42" RCP OUTLET BARRE
L EL AND SHALL HAVE AMINIMUM BOTTOM
5. DURING THE INITIAL STAGES OF CONSTRUCTION, THE STORMWATER CONTROL MEASURE MAYBE USED ASA SEDIMENT BASIN FOR
SHALL OF EXCAVATING THE KEYTRENCH,I
WmCOUNTETHOP EET.THAN
ANY DEBRIS
EROSION CONTROL PURPOSES. IF SO THE CONTRACTOR
IFO RACTOR SHALL FOLLOW
OW THE GENERAL CONSTRUCTION E
SEQUENCE BELOW:
FTRENCHATSUH DEBRIS MAYES
D ENCOUNTEREDTOA N EMENTTHATSU CH DEBRIS MAV EXIST
ISTINOMINIMUMERINSIUPORTION
ST IN OTHER INSITV PORTIONS OF THE D AM EMBANKME SLSO
NT II' SHOULD A
HOULDA
VED. THCTIO
A. THE CON TRACTOR SHALL HE ENTIRE FACILITY P
(PERMANENT OUTLET STRUCTURE DA
M, AM ETC. WITH THE
I EXCEPTION OF 1
TRENCH SHALL BE COMPACTED TO THE SAME SPEC
SPECIFICATION LISTED IN 4OFT E
H SECTION TITLED" BERM
AND
AND SOIL
SOIL COMPACTION SPECIFICATIONS." DEPENDING UPON ON
THEINTERI R
O FINE GRADING FOR HE FACILITY. THE FINE
NE GRADING WILL CONSTRUCTED ONCE THE EROSION CONTROL
-SITE SOIL CONDITIONS
ITIONSENCOUNTE RED DURING EXCAVATION,
A ION THE
EGEOTECNGINE ENGINEER VARYTHETATIONO
IS DCOMPLETE. DOWN
B. PTHE HASE TEMPORARY PERMANENT DRAINPIPE.
DRAWAINAGE
SKIMMER) SHALL BECOSION
DIMENSIONS OF THE KEY TRENCH AS DEEMED NECESSARY. THE ON -SITE
GEOTECHNICALRETAIN
HOLLY SPRINGS ENGINEER SHALL RETAIN DOCUMENTATION OF ANY VARIATION FOR FUTURE AS-suiLT SUBMITTALS TO THE TOWN OF
HOLLY SPRINGS
ONCE THE UPSTREAM PRODIP
C. ONCE THE UPSTREAM DRAINAGE AREA IS. ST
ARMS ABILIZED BIUZED AND THE EROSION N CO TROL INSPECTOR APPRO
CONTROL I VES THE REMOVAL
V OF THE
SEDIMENT BASIN THE CONTRACTOR SHALL REMOVE THE TEMPORARY DRAW DOWN RISER OR SK
IMMER) AND CLEAN ( )
BASIN. ALL SEDIMENT TRASH ETC. SHALL
S. OFBA CKFILL WITHIN THE KEY TRENCH. THE KINTRENCH SHALL BE COMPACTED T O THE SPECIFICATIONS LISTED ITEM 4
BE DISPOSED F
0 PROPERLY I.E.-P LACED IN AND NOT STOCKPED IN AN
ILED PILED IN AN AREA
WHERE WATER UALITVC C
Q COULD DBE ADVERSELY AFFECTED.
OFBEGIN THEPLACEMENT
OF THE SECTION TITLED'eERM AND SOIL COMPACTION SPECIFICATIONS " .THE KEY TRENCH SHALL BE TESTED E
PER SPECIFICATIONS
D ONCE THE BASIN IS CLEANED OUT, AND ALL EROSION CONTROL DEVICES REMOVED, THE CONTRACTOR SHALL CONSTRUCTTHE
LISTED IN THAT SECTION
INTERIOR GRADING SHOWNON THIS SHEET.
ONCE THE GRADING IS COMPLETE, THE CONTRA CTORSHALL REQUEST AN ON -SITE
Q O S E INSPECTION AND ANASBVILT
INSTALLATION,WHETHER DE CONDITIONS ALONG NG THE SPILLWAYP PIPES SHOULD BE EVALUATED BY THE EON -SITE GEOTECHNICAL
G. TO PNGINEERTOASSESS
SURVEYP I
R OR TO
INSTALLATION OF THESTORMWATER CONTROL MEASURE PLANTS. IF THE CONTRACTOR PLANTSPROPOSED VEGETATION PRIG
ENGINEER
R TO ASSESS WHETHER SUITABLE REARING CONDITIONS EXIST AT THE SUB GRADE LEVEL. SHOULD SOFT OR OTHERWISE
UNSUITABLE CONDITIONS BE ENCOUNTEREDTHE
AN
TOTAS-BUILT APPROVAL), ANY CHANGES TO THE GRADING/ RE -PLANTING OF PLANTS WILL BEgTTHE
ALONG THEPIPE
IPE ALIGNMENTS THESE MATERIALS SHOULD BE UNDERCUT CUi AS DIRECTED BY
AL ENGINEER, SHALL BE PLACED COMPACTED
THE
- CONTRACTOR'S EXPEN SE.
EXPENSE.
CONCRETE OWALS STRUCTURAL FILL, LEAN
CONCRETE OR FLOLFILL DIRECTED
CONCRETE OR FLO WABLE FILL AS OIR ECTEp BY THE ON -SRO GEOTECHrvICA L ENGINEER:
F. ONCE THE ENGINEER HAS APPROVED THE AS -BUILT GRADING, THE CONTRACTOR SHALL PLANT THE PROPOSED STORMWATER
- CONTROL M EASURE PLANTSSHOWN ON THE LANDSCAPE PLAN FOR THE FACILITY,COMPLETION OF THE PLANTING, THE
E
LAN DSCAPECONTRACTOR SHALLPROVIDEM THE ENGINEER CERTIFYING THAT
7 HELP
L PROTECT THE SOIL SUBGIIADE FROM DETERIORATION (DUE TD E%POSURE, RAINFALL, SEEPAGE, AND RUNOFF)BEFORE
EEALETTERTII THE PLANTS HAVE BEEN INSTALLED PER ME
N I
APPROVED STORMWATER CONTROL MEASUREPLANtING PLAN. - -
THE CRADLE BEPOURED, STRONGLY THE
RAGE
3' TONGINEER. HETHICKMU CONCRETE MUD MAT
6. ALL OSHA REQUIREMENTS FOR EXCAVATIONS (SHORING, DEPTH,ETC.) ARE ME RESPONSIBILITY OF THE CONTRACTOR. IF REQUIRED, THE
OW TEGEOTENDEDTHAT E
SURE ONCE VED VIDE SEAEDOVER
SURE RAGE ONCE IT IS BY THE ON -SRO GEOTECHNICAL ENGINEER. THE MUD MAT WILL ALSO PROVIDE BEARING FOR THE
BtOCKS THAT TEMPORARILY SOPPORTTHE SPILLWAY PIPE UNTIL THE CRADLE CAN BE POURED. THE METHOD Of BLOCK SUPPORT FOR THE
PI PE PROPOSED By THE CONTRACTOR SHOULD BE SUBMITTED TO THE JOHN R. MCADAMS
CONTRACTOR SHALL PROVIDE AN EXCAVATION PLAIN TO BE SEALED BY A NC P.E. IT IS THE RESPD BILITY OF THE C
COM PANY FOR REVIEW.
DETERMINE IF AN EXCAVATION PLAN IS REQUIRED.
Q THE JOHN R. MCADA MS COMPANY ASSUMES NO RESPONSIBILITY
S BILITY FOR ANY
EXCAVATION DESIGN RELATED TO SAFETY OR OSHA REQUIREMENTS.
Q
CONSTRUCTION OF
S. BEGINTHE T
EMBANKMENT,WISEBYTHE
SHALL BE PLACED IN MAXIMUM BALL
PRIORONTINUOUS
COMPACTION, UNLEDIRECTED O ON-SrrTERIALS
SS DIRECTED OTHERWISE BY THE DN SITE I N CAL ENGINEER. FILLLIFTS BE O
C
F155HALL BE CONTINUOUS OVE0. THE
O
7: ON -SITE GEOTECHNICAL GEOTECHNICAL ENGINEER
E SHALL DETERMINE THE IN -SITU SOIL INFILTMTIDN RATE Of THE STORMWATER
CESSARY, CESSARV THEEMFILL MATERIAL
To FIN L GRAD I FILL E IT IS NEBANKMENT FILLWILL BE OVERBUILT IN HO I R ZONTAL LIFTS AND CUT BACK
TO FINAL GRADE IN ORDER TO ACHIEVE PROPER COMPACTION.
- CONTROL MEASURETHE-
BOTTOM. BASED ON RESULTS THE DESIGN ENGI NEER SHALL DETERMINE IF A LINER WILL BE NEEDED TO
MAINTgINAPERMANENT POOL UPON DENGINER NATION PERMEABLE
'
HIGH WATER TABLE OUTSIDE
SOILS FOR TH
OF THE ACCEPTABLWIUO
E RANGE, THE DESIGN ENGINEER WILL PROVIDE SPECIFICATIONS FOR THE
9. AS ON OF THE EMBANKMY B WILLG To THE CONCRETE CRADLE. SEE NOTE ON
LINER.SEASONAL
LINER.
CRADLE DETAIL CONSTRUCTED WIINSTALL
CRADLE DETAIL(SHEET C9.02), THIS MAY BE CONSTRUCTED USING ONE OF THE FOLLOWING METHODS:
USINOFTHE FOLLOWING
8. ITT S ANTICIPATED THAT DEWATERING WILL BE NECESSARY IN THE EXCAVATION AREAS- EMB
(E.G.ANKMENT GRADE,
( ADSH
PORTIONS OF THE STORMWATER CONTROL MEASURE KEY YTRENCH CC..THEREFORE, THE CONTRACTOR
1FURNISH
A. IF THEPR STRUCT FILL MATERIAL S UTILIZED AS THE FORMWORK F00. THE CONCRETE CRADLE THEN THE STRUCTURAL
OD
FILLSHOULD
SHALL INSTAL
INSTALL
OPERATE ANDMAINTAIN ANY PUMPING EQUIPMENT,
G E7C..NEEDED FOVS PARTS OF ME
R REMOVALOFAREAS,
BE
BE INSTALLED AN J CO
MPACTED CTED UP TD THE TO
EDU P Of CONCRETE CRADLE ELEVATION. ONCE THE STRU CTURAL FILL
ALLED DOWNSTREAM
DOWNSTREAM JUNCTION BOX HEADWALL ND TOTHE OF THE TOPOF
FILL WITHIN AREAS, THE CONTRACT
THE C NTRAC ALL TER
STORMWATERCONTROLBOTTOM
MEASUREEXCAVATION
�OG
CONCRETE DLONELEVATION
CONCRETE CRADLE, EXCAVATE
CRADLE CRADLE PER THE PROVIDED
CONCRETE CRADLE TRENCH PER THE PROVIDED DETAILS CONSTRUCT THECONCRETE CRADLE
DE CRTE
ER 15
LEVEL BELOW THEBOTTOM OF E%CAVATIO N CONSTRUCTION AREA
CONSTRUCTION THE MAIN
S. AIT THE MANNER IN WHICH
HIGH THE WATER IS REMOVED SHA
REMOVED SHALL
LL BE
AS PER THE PROVIDED
I DLONCRETE CRADLE DETAIL..
CRADLE
SUCH THAT THE EXCAVATION BOTTOM AND SIDE DE SLOPES ARE STABLE WITH NO SEDIMENT DISCHARGED FROM THE 517E LE. PUMPED
(
WATER MAY NEE D TO BE DIRECTED TO AN P
APPROVED EflO510N COT
CONTROL DEVICE SUCH AS D
A DIRT BAG ACF ENVIRONMENTAL
I OR
B. IF E
TH PROPOSED ST RUCTVRAL FILL I$ NOT THE FOR T
R HE CONCRETE CR
ADLE, RAOLB,'THEN PRIOR Tq
ENGINEER APPROVED EQUIVALENT, PRIOR TO DISCHARGE).
EMBANKMENT,
CONSTRUCTING THE STRUCTURAL FILL EMBANKMENT, THE FORMWORK FOR THE CONCRETE CRADLE SHOULD BE INSTALLED ON
9. THE GRADES SHOWN ON THIS PLAN ARE FINISHED GRADES. IF THE EXISTING SOIL LAVER AFTERCONSTRUCTION / COMPACTION IS NOT
EXISTING GROUND AND/Oft THE MUD MAT. THE CONCRETE CRADLE SHALL RECONSTRUCTED PER THE PROVIDED DETAILS.
- DETERMINED SUITABLE BY A LANDSCAPE PROFESSIONAL FOR THE WET POND PLANTINGS, THEN THE CONTRACTOR SHALL AMEND THE
10. INSTALL RISER/BARREL ASSEMBLY, ALONG WITH THE EMERGENCY DRAIN SYSTEM. INSTALL 42" RCP OUTLET. BARREL SPILLWAY FILTER
PLANTING AREA OF THE WET POND AS DIRECTED BY A LANDSCAPE PROFESSIONAL.
FROM THE DETAILS SHOWN ON SHEET C9,02.
10. PRIOR TOT TOPSOIL OIL INSTALLATION THEC
CONTRACTOR SHALES BERM
11 SPECIFICATIONS TITLED AND SOIL SPECIFICATIONS" AND
CONSTRUCTEMBANKMENT THECARIALL
THE TOPSOIL WITH THE COMPARED FILL. THE TOPSOIL DEPTH SHALL RANGE
RANGE FROM
G ROM 3"SSONTHEDAM EMBANKMENT AND. WET PON
DAMEMBANKMMOT NDWE POND.
D.
REQUIREMENTS
4 MENTS OF THE ON -SITE
SIT
STE CALENGI
ENGINEER. ALL CHARACERISTI
ENGINE R.AL CHARACTERISTICS
ERISTI SOF THE EMBANKMENT FILL
6 OF THE EMBANKMENT FI LL MATERIAL SHALL MEET THE
PLEASEE NOTE THE TOPSOIL SHALL BE AMENDED AS DIRECTED BY A LAND
, LANDSCAPE PROFESSION PRIOR
AL, TO ON
EMBANKMENTAND WET POND.
STANDARDS
ANDARDS SET FORTH IN "B AND
"BERM AND SOIL COMPACTED
IL COMPACTION AND MOISTURE IF
NNKME
:
11THE CONTRACTOR SHALL REFER TO THE LAN
LANDSCAPE PLAN FOR THE PERMANENT LAN/SCHEDULE FOR THIS FACILIN.
NECESSARY TO ACHIEVE PROPER COMPACTION, THE EMBANKMENT FILL MATERIAL WILL BE OVERBUILT IN HORIZONTAL LIFTS AND CUT
TFILL MATERIAL UFFS AND
RACK TO PROPER FINAL GRADE. ANY H AND COMPACTION ACTIVITIES AROUND SPILLWAY OR GRAIN STRUCTURES SHALL BE CONDUCTED IN
-INCH S
4 LOOSE AND BE TH
TO THE AN D MOISTURE REQUIREMENTS AS THE
- CONTRACTOR SHALL WITHAL REGARDING SCHEDULING FOR PLANT INSTALLATION. PLEASE NOTE
-
ENTIRE EMBANKMENT. ALL
COMPACTION AND MOISTURE SHALL BE CARRIED OUT DIRECTED BY THE ON -SRO GEOTECHNICAL ENGINEER AND AS LISTED IN
THAT /SHRUBORDINATEYT BE PUNTED SEDDAMEMa NKMNG
THAT NO TREES/SHRUBS OF ANY TYPE MAY BE PLANTED ON THE PROPOSED DAM EMBANKMENT (FILL AREAS).
ON AREA
SPED
THE SECTION TITLED "BERM AND SOIL COMPACTION SPECIFICATIONS'.
DSOILCO COMPACTION IO
OUTLET STRUCTURE MATERIAL SPECIFICATIONS
12. UPON COMPLETION OF DAM EMBANKMENT PROMPTLY STABILIZE AND SEED DAM EMBANKMENT PER SEEDING SCHEDULE. PERMANENT
1. THE PIPES RCP ECULSSERCP,KETJOIED ELL AND OF
BARRECONFINED
TLETHAVE
GROUND COVER SHALL REESTABLISHED PER THE PERMANENT SEEDING SCHEDULE FOUND ON SHEET C9.03.
EDO-RISHALL
METING ATM C-44ETINGTHEHEQUIREMINTS
SHALL NTS HALL BE C76-LATEST.
THE PIPES SHALLHAVE CONFINED O-RING RUBBER GASKET JOINTS MEETING ASTM C-443-LATEST. THE PIPE JOINTS SHALL BETYPE RA
13. SCHEDULE A FINALASBUILT 1NSPECT0N AND AS -BUILT SURVEY WITH THE ENGINEER AND SURVEYOR. AN AS -BUILT INSPECDON AND
SURVEY SHALL BE SCHEDULED BEFORE IMPOUNDING WATER IN THE FACILITY AND A MINIMUM OF 60 DAYS PRIOR TO THE ANTICIPATED
2. THE STRUCTURAL DESIGN FOR THE S'X5'(INTERNAL DIMENSIONS) RISER BOX WITH EXTENDED BASE SHALL BE BY OTHERS. PRIOR TO
DATE OF CERTIFICATION APPROVAL ANY COMMENTS OR DEFICIENCIES IN THE SCM CONSTRUCTNN MUST BE CORRECTED TO THE
ORDERING THESTRUCTURES, THE CONTRACTOR SHALL PROVIDE, TO THE DESIGN ENGINEER FOR REVIEW, SHOP DRAWINGS AND
SATISFACTION OF THE ENGINEER AND OWNER BEFORE CERTIFICATION SHALL BE GRANTED.
SUPPORTING STRUCTURAL CALCULATIONS SEALED 'BYA P.E. REGISTERED IN NORTH CAROLINA DEMONSTRATING THE PERTINENT VERTICAL
LOADS ARE SO PPORTED BYTHE CONCRETE RISER STRUCTURE.
3. THE RISER BOX OUTLET STRUCTURESHALL BEPROVIDED WITH STEPS I6"ONCENTER. SREPS SHALL BEPROVIDIED ONTHE
BERM AND SOIL COMPACTION SPECIFICATIONS
INNERWALLOF
THE RISER BOX. STEPS SHALL BE IN
1. PRIOR TO CONSRR UCTION THE ON -SITE GEOTECHNICAL ENGINEER SHALL IDENTIFY BORROW / FILL AREAS AND VERIFY THEIR SUITABILITY
STEPS. NOTE THESTEPS SHALL LINEUP WITH THEACCESS HATCH OFTHE TflASH RACK.
O
FOR USE WITHIN THE DAM EMBANKMENT.ALSO, THE ON-SITEGEOTECHNICALENGINEER SHALL PERFORM STANDARD PROCTORS ON THE
PROPOSED BORROW MATERIAL TO ENSURE THAT OPTIMUM MOISTURE CONTENT AND COMPACTION CAN BE ACHIEVED/CONTROLLED
4. THE CONCRETE ANTI -FLOTATION BLOCK SHALL BE CAST -IN -PLACE. STEEL REINFORCEMENT AND CONNECT ONTO THE RISER SHALL BE
DURING CONSTRUCTION.
PROVIDED IN ACCORDANCE WITH THE DETAIL ON SHEET C9.02. THE CONTRACTOR SHALL ENSURE THE WEIGHT OF THE ENTIRE RISER
STRUCTURE IS GREATER THAN ORE EQUAL 2
4 04 39 CBS. IN LIEU OF CAST -I -
A NPLACE OR MAV OPT FOR A PRE
2. ALL FILL ATE
MATERIALS TO BE USED FOR THE DAM EMBANKMENT SHALL
L BE TAKEN FROM BORRO
W OW AREAS APPROVED BY THE ON -SITE
ANTI -FLOTATION BLOCK. SHOP DRAWINGS FOR
OR THE PRECAST BLOCK SHALL SUBMITTED
LL BE SUBMITTED i THE
TO ENGINEER FOR RETIE W THE PRECAST
GEOTECHNICAL
AL ENGINEER. THE FILL MATE
MATERIAL SHALL BE FREE FROM ROOTS STUMPS W COD, STONES GREATER THAN 6°, AND FROZEN
ANTI -FLOTATION BLOCK SHALL HAVE A SHIPPING
GWEIGHT OF 28,755 LB5.
OR OTHER O BIECTIONAeLE MATERIAL, THE FOLLOWING SOIL TYPES ARE SUITABLE FOR USE AS FILL WITHIN THE DAM EMBANKMENT AND
KEY TRENCH: ML AND CL ALL FILL MATERIALS SHALL BE APPROVED BY THE ONSITE GEOTECHNICAL ENGINEER THE INTENDED USE.
S. THE RISER BO X JOINTS SHALL BE SEALED USING BUTYL RUBBER SEALANT
L NT CONFORMING TO ASTM{99GHTCON IF NEC ESSARV THE
CONTRACTOR SHALLINCORPORATE A WATERSTOP INTO THE RISER BOX JOINT TO EN SURE A WATERTIGHT CONNECTION. THE
3. FILLPLACEMENiF OR THE EMBANKMENT SHALL NOT EXCEED MAXIMUM 8" LIFT ). EACH Urr SHALL BE CONTINUOUS
i CONTRACO fl PARGE ON BOTH THEINSIDE AND OUTSIDEWITH NON-SHRINKGROUT ANDINSTALL GALVANIZED STEEL
PLACEMENT FOR THE BERM
BERM SECTION, UNL MATERIALSHALLBE
LENGTH OF NT.BEFOFORFILPLACEMENT.
STRAPSPER DE ON SHE[ C9.01
REMOED AND
REMOVED ANDPROPERLVPRADJACENT TO
FILL MATERIAL A DJACEM TO ALL SPILLWA Y AND DRAINAGE
SPILLWAY
EPARED FOR FILL PLAC END
6. PRIOR TOORDE
STRUCTURES SHALL BE PLACED IN PINCH UNCO MPACED LIFTSANDHAND-
HA
I ) COMPACTED TO THE SAME COMPACTION AND MOISTURE
WIT ITHIN THE TRASH RCK(SEEG5T0 THE ENGINEER ATION)FOR T REVIEW. CONTRACTOR
THAT ANTH15SHALL PROVIDED
' SHALL ENSURE THAT AN ACCESS HATCH IS PROVIDED WITHIN THE TRASH RACK (SEE DETAIL FOR LOCATION) THAT WILL ALLOW FOR
REQUIREMENTS AS THE ENTIRE EMBANKMENT.
FUTURE MAINTENANCE ACCESS. CONTRACTORSHALL ALSO PROVIDE A CHAIN AND LOCK FOR SECURING
R NG THEACCESSHATCH. NOTE THE
4. ALL FILL SOILS
LSUSED TNTHE EMBANKMENTE COMPACTED TO AT LEAST 9NTOFTHE
ACCESS HATCH SHALL LINE UP WITH ME ACCESS STEPS AFTER INSTALLATION.
FILL SOILS SHALL HIN-1 TRDPROCTOR
MAXIMUM DRY DENSItt(ASTM D-698), THE FILLSOILS SHALL BE COMPACTEDATA MOISTURE CONTENT WITHIN-1 TO +3 PERCENT OF ITS
7. ALL POURED CONCRETE SHALL MEET THE FOLLOWING SPECIFICATIONS UNLESS OTHERWISE NOTED.
OPTIMUM MOISTURECONTENT. COMPACTION TESTS SHALL BE PERFORMED BY THE ON -SITE GEOTECHNICAL ENGINEER DURING
CONSTRUCTION TO VERI FY THAT THE PROPER COMPACTION LEVEL HAS BEEN REACHED. THE FILL SHOULD BE COMPACTED USING
SHEEPSFOOT TYPE COMPACTOR. ORDER TO PREVENT DAMAGE TO PIPE, NO COMPACTION EQUIPMENT SHALL CROSS ANY PIPE
-MINIMUM 3000 PSI8 2 D ( AY)
UNTIL MINIMUM COVER IS ESTABLISHED ALONG THE PIPE
-SLUMP=3"-5"
-ENTRAINED AIR=5%-7%
5. THE DESIGN ENGINEER SHALL BE PROVIDED WITH REPORTS AND CERTIFICATION, BY THE ON -SITE GEOTECHNICAL ENGINEER, THAT THE
GEOTECHNICAL ASPECTS OF THE FACILITY HAVE BEEN CONSTRUCTED PER PLAN. THIS CERTIFICATION MUST ADDRESS THE TESTING
FOR
MATERIALS AND COMPACTION THE DAM EMBANKMENT AND SPILLWAY. THESE REPORTS ANDCERTIFICATION WILL BE NEEDED DURING
SHALL WHEN THE AMBIENT AIR TEMPERATURES ARE BE ABOVE 85'F OR BELOW
PLEASE NO7ENLACECO
CERTIFICATION PROCESS FOR STORMWATER THE CONTRACTOR'S
THE
LPOURED
CONCRETE
40°F. CAST -IN -PLACE CONCRCESHALL BE 'WET CURED" AFTER FINISHING FOR AMINIMUM OF 48 HOURS.
48 HOUR.
RESPONTHE SIBILITY AND WITH NGINELBE
RESPONSIBILIY TO COORDINATE TESTING AND OBSERVATION WITH THE ON -SITE GEDTECHNICAL ENGINEER.
ON SITE
ON -SITE GEOTECHNICAL ENGINEER TO ENSURE AND CERTIFY ALL POURED CONCRETE MEETS TH E ABOVE SPECIFICATIONS.
6. TESTING OF THE NEW FILL MATERIALS SHALL BE PERFORMED TO VERIFY THAT THE RECOMMENDED LEVEL OF COMPACTION IS ACHIEVED
DURING CONSTRUCTION. THEREFORE, ONE DENSITY TEST SHALL BE PERFORMED FOR EVERY 2,500 SQUARE FEET OF AREA FOR EVERY LIFT
S. GEOTE%TILE FABRIC FOR THE 42"0 RCP OUTLET BARREL JOINTS SHALL BE MIRAFI180N OR ENGINEER APPROVED EQUAL (NON
OF FILL OR AS RECOMMENDED BY THE ON -SITE GEOTECHNICAL ENGINEER.
-WOVEN
FABRIC).
7. TESTING WILL BE REQUIRED ALONG THE 42"0 RCP OUTLET BARREL AT A FREQUENCY OF ONE TEST PER 25 LF OF PIPE PERVERTICAL FOOT
OF FILL OR AS DIRECTED BY THE ON -SITE GEOTECHNICAL ENGINEER.
- 9. STORMWATERCONTROL MEASURE EMERGENCY DRAW DOWN IS VIA AN 6"0 PLUG VALVE. THE VALVE SHALL BEA M&H STYLE 1820
ECCENTRIC VALVE OR APPROVED EQUAL. THIS VALVE IS IN ACCORDANCE WITH AWWAC-517,AND SHALL BEOPERABLE FROM70PO
OUTLETSTRUCTURE VIA A HAND WHEEL (SEE DETAIL SHEET C9.01). THE CONTRACTOR SHALL PROVIDE A REMOVABLE VALVE WREN CHF
STATEMENT OF RESPONSIBILITY
WITH A HAND WHEEL- TOP FOR OPERATION OFTHE 6"O PLUG VALVE.
1. ALL REQUIRED MAINTENANCE AND INSPECTIONS OF THE STORMWATER CONTROL MEASURE SHALL BE THE RESPONSIBILITY OF THE
_ -
OWNER, PER THE EXECUTED OPERATION AND MAINTENANCE AGREEMENT FOR THIS FACILITY.
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LIMI 1
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J J FOREBAY BERM EL. = 285 F7 2 (�\✓ ,g4 v \ ^ '� \ \
MINIMUM
EIDCOMPACT D
l / PER "BERM AND SOIL 1` \ ✓ ./ \ \'
> a l r, l l) I l \ 1
1 / COMPACTION SPECIFICATIONS'
SEE DETAIL SHEET C9.02
i I
/
I
XI
FO\REY WEIR SPILL I
'\is -
TOP OF RP RAP 282.00
8
BOTTOM WIDTH = 19 FT. \ -�
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ti
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IIf S/ IDE SLOPES = 2.1
LINER -
1
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NCDOT CLASS B RIPRAP) I A FILTER BLANKET \ 1 f L10IE. IS i0 BE
I � �
I / INST
1
% J
/ ASOIL e ETWEEN THE RIP RAP
1 / AND SOIL FOUNDATION:
/ 1
� s I THE FILTER
I
1 \ BLANKET WILL BE MI
/ RAFT 160N
l OR APPROVED EQUFOR DTP. /- 1
1 /
SEE SHEET C9.02 FOR DETAILS \
5 \ 3
_
i
\EMERGENCY SPILLWAY I O 1 FT AQUATIC SHELF 1
\ \ I \
SIDESLOPES = 5:1 � a. � I FROM EL. 283.50 TO 262.50
r MIN. WEIR CREST LENGTH - ,0 FT O ( 0 6:1 SLOPE O BE INSTALLED
/ 1
WADAM S
The John R. McAdams Company,Inc.
621 Hillsborough Street
Suite 500
Raleigh, 7 NC 603
2
hone 919. 361 P .5000
fax 919 3 1 6 . 2269
license number - C 0293 C-187
www.mcadarnsc0.com
/ WEIR .CREST EL. = 288.00. (/
I I ( I .(SEE SHEET C9:02) / 1 `� RI AROUND SCM PERIMETER)
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048394 s
CLASS 'I• RIP RAP � / ®�� \ 1 i / / ✓ - \ Tn � � I �
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DETAIL OHEL�YFIL R
E�C9:v I ( \ \
DUKE ENERGY
v sPRIN PROGRESS HOLLY
S CENTE DEVELOP Nr SPRINGS OPERATIONS
,`mil l i ? I I ` I \ \ \ CENTER AND
/ / � ENDWALL PER NCDOT STD..836,80( IOTI ) I I c
�INV. OUT (42° RCP) EL. 278.00 j'' I / \ (. -� \ ` >< TRAINING FACILITY
96 LF 42"0 CLASS III O/LNG RCP 0 1.04% )
'� I I I I I l l `- \ \,
(JOINTS WRAPPED IN GEOTEXTILE FABRIC) DATE ISSUED:09-13-2023t
PROJECT STATUS: CONSTRUCTION
PRECAST/ RI R O
/ SHAPE - SQUARE
INTERNAL DIMENSIONS = 5 FT:
TOP OF RISER 287 -. .25�
2) 4.G' RECTANGULAR WEIR INRT EL. Do
(/V4.0•L X 0.5•H (RECTANGULARAREA ORIFICE INVERT EL. S4.-= 29D
3.75" INVERTED. INTAKE ORIFICE = 283.00
INVERT OUT (SEE DETAIL ON SHEET C9A� it
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PROJECT NO. 22-008
DRAWING NUMBER
-CFD-)O=-- - AOOO xxxxx
ELECTRONIC FILE NAME: DKE22004X
DRAWN BY: ABT 09.13.2023
CHK'D BY: JKW 09.13.2023
E-MAIL: [e-mail]
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SHEET TITLE
STORMWATER CONTROL
MEASURE A PLAN VIEW
STORMWATER CONTROL MEASURE'A' PLAN VIEW
I" =30'
SHEEP NO.
C9.00

1. REMOVED TOPSOIL SHALL BE STOCKPILED FOR USE IN PLANTING
(SEEDING) THE DAM EMBANKMENT ONCE FINAL GRADES (AS SHOWN
ON THE GRADING PLAN) HAVE BEEN ESTABUSHED WITH COMPACTED
FILL. PRIOR TO TOPSOIL INSTALLATION, THE CONTRACTOR SHALL
TOP OF HANDWHEEL TO SCARIFY THE TOP 2- TO 3-INCHES OF THE BERM SECTION TO
EXTEND 1-FOOT ABOVE PROMOTE BONDING OF THE TOPSOIL WITH THE COMPACTED FILL.
TRASH RACK (2) 4'L X VIA WEIR INVERT EL = 286.00 THE TOPSOIL DEPTH SHALL RANGE FROM 3- TO 4-INCHES ON. THE
DAM EMBANKMENT.
2. KEY TRENCH REQUIRED FOR SECTION OF THE DAM IN FILL SOIL.
TRASH RACK
-
(SEE DETAIL)
TGP OF DAM EL 289.09 EL. EL. X 0.5'H WEIR INVERT - 284.90
'MIN
COMPACTED BERM SECTION
'Go_ YEAR STORM EL 287.95
(SEE BERM AND SOIL COMPACTION
25-YFAB ernRM FI 2R7 an
l
SPECIFICATIONS ON SHEET C9.04)
TIP OF RISER EL. = 287.25
iQ-YEAR STORM
PROPOSED GRADE
'
287 �> .-... .,
-
CONCRETE COLLAR
BWPE
APPROXIMATE MATE
(TO BE CONSTRUCTED IN THE
3
LOCATION OF
FIELD BY THE CONTRACTOR -SEE DETAIL
I I
I I I
T S
2-YEAR STORM El. = 286.36 GROUND
� � �
C9.02)
I
I
1-YEAR STORM e 8
~
6" OVIIi (MIN)
I
IN"ALL
DWALL PER NCDOT STD.
-
ARWND-OUTLET PIPE -
_--
I
JIN.
838.80
(SEE DETAIL C9.02)
INVERTED INTAKE
INVERT EL. - 282.50
-�_------_
'\.I ..., �..---_____-_�___-_�
(SEE DETAIL)
_-__�--------
d
96 IF C III 42"0
LASS
O-RING RCP
-----__--
- _
NORMAI WATER SURF6 F FI 28 GQ
o
(ASTM C76-LA TES. 01.04%
FLOW
o
<
d.
42'0 n-RING RCP INVERT FL2]9 QQ
d d d
d 6
_-
G
e.. d
A
I
2V
C
d 8.T-_
d..
-
d.
d d
APPROXIMATE
6"0 EMERGENCY OIP DRAIN
n
°VELOCITY
�. .. d de
.'d
e°
- nd°.--zY---
I
LOCATIOF
EXISTING
1
WITH TRASH RACK d a
°
d
-_ -=-- I
GROUND
NCDOT CLASSSSIPAROP A`
�.
(SEE DETAIL)
d
d -
11 TTHHE� KK ,,11pp��NN ROPOSED
d a
a
28' L X 10.5' W X 22" THICK
6" DIP WN I I
- I
d FlLLERCMATERIAL _EXC EXCLUDING LOTION
° d
°
d. ,d L^_
c d
SEE DETAIL C9.02 a
DRAIN (®
0 0.00
I
CONCRETE
42" CLASS III O-RING RCP - OF OUTLET PIPE
<
.00.'Q -
INV. = 279.20
ANTI -FLOTATION
_
INVERT = 279.00
I I I
-�
2'
BLOCK
-CONTRACTOR (SHALL FORM (INVERT OF I I
I I I I
AN
I
(
RISER TO DRAIN POSITIVELY- i I
6' MIN
KEY TRENCH (SEE BERM AND
42'0 CLASS III 0-RING RCP
-
VETSTRUCTURE
UTLET BARREL USINGI- CONCRETE CRADLE
I I
-SOIL
COMPACTION SPECIFCARONS -
INVERT EL 27B.00
e
NON -SHRINK (SEE DETAIL
I -I
I I I
_DETAIL)
I
(SEE NOTE 2) _ I I I
I I I FILTER
IA
DOUBLE LAYER OF NON -WOVEN
1 I r I - I I I - 1 1
-SPILLWAY
I I I I I I I (SEE DETAIL C9.02)(-
I I
GEOTEXTILE FABRIC SHALL BE PLACED
-
AROUND EACH JOINT OF THE 42"0 O-RING RCP
BARREL IN 2' 'MDESTRIPS CENTERED ON JOINT
PERMANENT DAM CROSS SECTION
N.T.S.
34"L x .)"0 GRADE 8 STAINLESS
d . STEEL CONCRETE LAG SCREW
6.0'
1.5'
18" X4" X i' GALVANIZED
STEEL STRAP (4 PER RISER
JOINT)
..
T:5' a
d' . G CONCRETE CRADLE
(SEE DETAIL SHEET
C9.03)
d
... .1" THICK
JOINT FILLER
4 MQRIAL.
3•D"
INVERTED INTAKE
NVERT EL. - 28250
Od
(SEE DETAIL) C
O d '
d
(1 )INVERTELSH
2R84.75 (2) 4'L WE
RISER JOINT CONNECTION DETAIL
d Q INVERT EL. - 286,11
9.0, 6.0'
V
d 4200 NG RCP
Q FLOW -►
N.T.S.
m,
NO7E5:
O p
1. CONCRETE ANTI -FLOTATION BLOCK TO BE PROVIDED WITH MINIMUM TEMPERATURE AND
6"0 DIP DRAIN W/
SHRINKAGE STEEL REINFORCEMENT.
TRASH BACK a'
(SEE DETAIL SHEET
4a
2: TRASH RACKS NOT SHOWN FOR CLARITY.
C9.03) G
- -
3. THE NUMBER OF GUIDES FOR THE VALVE STEM SHALL BE DETERMINED IN THE FIELD BY THE
d
C
CONTRACTOR. THE VALVE STEM MUST BE OPERABLE FROM THE TOP OF THE RISER VIA THE
�...
HANDWHEEL WITH AN INSIGNIFICANT AMOUNT OF PLAY IN THE VALVE STEM.
COPD'RACTOR ,SFWLL PROVIDE STEPS
IN -ACCORD
LIt
d
S
4. CONTRACTOR SHALL PROVIDE AIOINT IN THE OUTLET BARREL NO MORE THAN 5-FT FROM THE
WITH NCDOT 5$t.
840.66. STEPS SHALL BE PLACED AT d.
a
®
RISER.
i, O.Ca AND SHALL LINE UP WRH
SH AOQESS
'4 � 1' THICK
S. THE PIPE SHALL LINEUP WITH THE JOINT BETWEEN THE CONCRETE CRADLE
Rf,CK HATCH d p
d' Q JOINT FILLER
DANT FLOAT BLOCK
AND ANTI -FLOAT BLOCK
MATERIAL
TOP OF HANDWHEEL TO EXTEND
6.0'
1-FOOT ABOVE TRASH RACK
CSHALL PROVIDE A
TOPOF RIBER E.=26T25
BLOCK
BLOCKK OUT OT FOR THE 42'0
0-RING RCP
(2)41WEI
INVERT 0­ = 286.00
(2) 4'L WTD
INVERT EL = 06.0 ...
.CONCRETE COLLAR
(TO BE CONSTRUCTED IN THE
CONTRACT SHALL PROVIDE STEPS IN AOORDN4CE WITH
FIELD BY THE CONTRACTOR -
NCDOT STD. 84D.66. STEPS SHALL BE PLACED AT 16" O.C.
d
SEE DETAIL)
-
AND SHALL LINE UP WITH TRASH RACK ACCESS HATCH
'O
a
NTRACTOR SHAUL PROVIDE STEP
NOACOORDNACE WITH NCOT STD.
d
(11 4'L X 0.5'H ORIFICE
840.68. STEPS SHALL BE PLACED
INVERT EL = 284.90
AT 16" O.C. AND SHALL LINE UP
G WITH TRASH RACK ACCESS HATCH
O
�
--
CONCRETE COLLAR
(TO BE CONSTRUCTEDIN THE
d
8.25'
TIED BY THE CONTRA -
CTOR
SEE DETAIL)
VALVE STELA GUIDE
(SEE NOTE #3)
E
11.25'
a
d
NWL E.=2as.00
O -
o`
/
4" PVC INVERTED INTAKE
INVERT EL- 282.50
- d 42"BO-RING RCP
O
o`
(SEE DETAIL)
FLOW.-�
C� d
62`B CORINGG /
d
\ RCP
B
Ia
- Q
INVERT EL.=ZI9.00
4'
rc
0.5'
a
7TI�
y
a
C
d
_
18 d d C .n ..
O. '.
a d
d
Q .. d.
z.}s'-
'
q
d
C
d d
i;
Q
d
b d
d..
O
CONCRETE CRADLE
p
(SEE DETAIL SHEET
C9.03)
CONCRETE 6'0 DIP DRAIN W/ TRASH
RACK
PRECASIER SHALL PROVIDE A 1' THICK
AND -FLOTATION INV. - 279.20 (SEE
DEFAIL SHEET
- BLOCK OUT FOR THE 42"0 JOINT FILLER
-
BLOCK 09.03)
-
O-RING RCP MATERIAL
s
6"0 DIP DRAIN
6" PLUG VALVE. THE VALVE SHALL BE A
42" 0 CLASS III 0-RING RCP CONTRACTOR SHALL FORM INVERT OF W/ TRASH RACK
M&H STYLE 1820 ECCENTRIC VALVE OR
v
INVERT - 279.00 RISER SFRUCNRE TO DRAIN PINV. = 279.20
OSfOVELY
ENGINEER -APPROVED EQUAL THIS VALVE
TO INVERT OF OUTLET BARREL USING (SEE DETAIL SHEET C8.03)
NON -SHRINK GROUT
SHALL BE IN ACCORDANCE WITH AWWA
C-517, AND SHALL BE OPERABLE .FROM TOP
wY
OF OUTLET STRUCTURE VIA A HANDWHEEL
i
PERMANENT OUTLET STRUCTURE DETAILS
CONTRACTOR SHALL SEAL THE PIPE
PENETRATION USING A RUBBER BOOT AND
N
N.T.S.
STAINLESS STEEL HARDWARE
MOBS:
1. ALL MATERIAL TO BE A MINIMUM OF J"0 ALUMINUM ROD,
2. MAXIMUM OPENING SHALL BE NO GREATER THAT 5.5.
3. FASTEN TO CONCRETE STRUCTURE WITH I' X 3' STAINLESS STEEL CONCRETE WEDGE ANCHORS. AT
24' MAXIMUM SPACING. A MINIMUM OF 4 ANCHORS SHALL BE USED.
4. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL FOR ALUMINUM TRASH RACK PRIOR TO
CONSTRUCTION/FABRICATION.
5. ACCESS HATCHSHALL ALIGN WITH STEPS IN RISER.
STAINLESS STEEL 20•
CONCR
ANCHOR ETE WEDGE
SEE NOTE j35 �p
11.9 LF
2 AW nnnnnn --- �
ALUMINUM TRASH RACK (ABOVE)
ANCHOR TRASH PACK TO MANHOLE WALL WITH
FOUR EQUALLY SPACED STAINLESS STEEL
CONCRETE WEDGE ANCHORS. EACH CLAMP
ATTACHED TO MANHOLE RISER BY 2-4"xi/4"
CONCRETE ANCHOR BOLTS EACH CLAMP TO BE
COATED W/ AN EPDXY COATING. THE TRASH RACK FABRICATOR PER
5'X5' RISER TRASH RACK DETAIL SPECIFICATIONS SHEET MATERIALRE 0)
N.T.S.
aK REBAR
PERIMETER
4"x4' I; WELDED WIRE FABRIC
(EACH SIDE & TOP OF CAGE) 0.Ba'T
(CER TO CENTER)
4'xd" � WELDm 6" MIN.
WIRE FABRIC CONTRACTOR SHALL BEAL EACH SIDE D W L
( THICKN N. WA
TOP OF CAGE).. THE PIPE PENETRATION THICKNESS
AND sTAINgS STEEL J..
18' HARDWARE
2. 2LF O
8 0 DIP 2.00'
I 6" PLUG VALVE. THE VALVE 19" (TYPJ
SHALL BE A M&H STYLE
1820 ECCENTRIC VALVE OR 2.LF
ENGINEER -APPROVED 6'0 DIP
8 EQUVALENT. THIS VALVE -
4" ANCHOR DEPTH SHALL BE IN ACCORDANCE f6 REBAR 6' F
CONTRACTOR SHALL ° °°' WITH AWWA C-517, AND PERIMETER SHAI
DRILL IN70 - SHALL BE OPERABLE FROM FRAME ECCL
PRECAST EXTENOW ILES, TOP OF OUTLET STRUCTURE ENGI
BASE AND SET EOI
AVIA A HANDWHEEL. CONTRACTOR SHALL SEAL THE NCHORS USING (CENTER TO CENTER) PIPE PENETRATION USING A BE 11
EPDXY GROUT RUBBER BOOT AND STAINLESS 0 5'
STEEL HARDWARE OPEF
BR
6" 0 EMERGENCY DIP DRAIN TRASH RACK DETAILS
N.T.S.
PERMANENT
OUTLET 4"0 PVC (SCH
STRUCTURE
STRUC40)
SAW OFF 4"0 PVC (SCH 4' PVC CAP
40) TO AJIJUSTED NORMAL • WITH SCREW
POOL FOLLOWING AS
TYPE PLUG
SURVEY EVALUATION BY 3 t°'
DESIGN ENGINEER (MIN.) 0.
TQP IL 20M
4" PVC CAP
WITH SCREW "I 2C
TYPE PLUG QOb RQ I 2B nn
4" 0 PVY' INVERT EI = 2 n
CONTRACTOR TO PROVIDE
WATERTIGHT CONNECTION
BETWEEN INVERTED INTAKE
AND RISER BOTTOM FL.- 2R
• 4'• 4' PVC CAP WITH
3.75"0 DRILLED ORIFICE
` I�III lI1,
I- -1 11-
- •�CONCRETE
ANT -FLOATATION
BLOCK
INVERTED INTAKE OUTLET DETAIL
N.T.S.
2'X3' ACCESS HATCH.
ACCESS HATCH SHALL BE
POSITIONED OVER STEPS.
VALVE. THE VALVE
A M&H STVLE 1820
C VALVE OR
-APPROVED
NT. THIS VALVE SHALL
CORDANCE WITH AWWA
ND SHALL BE
FROM TOP OF OUTLET
STEEL
WEDGE
(TYPTE -
DRAWING NUMBER
CFD-XXXXXX A000-XXXXXX
DUKE
ENERGY®
MAILING ADDRESS:
P,O. BOX 1007
CHARLOTTE, NC
Safety Expectations:
LLNES Reduce Risk
Z E R Remove Exposures to Hazards
INJURY
cp�0 Reinforce Safe Behavior
ARCHITECTURE
1100 Dresser Court
R Raleigh, NC 276C9
Office 919.828,2301
Email office@hh-arch.C.m
IF
19
S
IF !!j
� A //a
1 � C D 1ms
The John R. McAdams Company, Inc.
621 Hillsborough Street
Suite 500
Raleigh, INC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
ARQ4
f a SEAL T i
L = e
048394
pig �"GI NEEQ- -
��. yr K1 W��3
DUKE ENERGY
PROGRESS HOLLY
SPRINGS OPERATIONS I
CENTER AND '
TRAINING FACILITY
DATE ISSUED: 09-13-2023
PROJECT STATUS: CONSTRUCTION
milli
I
I
PROJECT NO. 22-00$
DRAWING NUMBER
CFD-)D=- A000 XXXXX
ELECTRONIC FILE NAME:. DKE22004X
DRAWN BY:ABT 09.13.2023
CHMD BY: YIN 09.13.2023
E-MAIL: [e-mail]
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SHEET TITLE
STORMWATER CONTROL
MEASURE A DETAILS
SHEET NO.
C9.01

I
. ALL REBAR TO BE #4 REBAR.
2. WRAP OUTSIDE OF PIPE WITH VOLCLAY WATERSTOP-RX® lot (OR.
PRE -APPROVED EQUIVALENT) AT THE FACE OF THE PRECAST STRUCTURE
WALL. PROVIDE 6" OVER LAP ON THE BOTTOM OF THE PIPE.
NOS
1. A FILTER BLANKET IS TO BE INSTALLED BETWEEN THE RIPRAP AND SOIL
FOUNDATION. THE FILTER BLWKET WILL CONSIST OF A MINIMUM 4° THICK
LAYER OF STONE (NCDOT #57) UNDER WITH 1MIRAFI FILTER WEAVE 700 7' #4 REBAR ANCHORS.
3° ANCHOR DEPTH CONTRACTOR SHALL DRILL INTO
OR ENGINEER -APPROVED EQUIVALENT.PRECAST STRUCTURE WALL AND
MINIMUM DIMENSIONS - 3" CLEARANCE TO
SET ANCHORS USING EPDXY CONCRETE
42"4 0-RING RCP 3' CLEARANCE TO # GROUT
NCDOT CLASS I RIPRAP OUTSIDE 4 ANTI-FLOTATiIXH
281 X iD.5'W X 22" THICK OUTSIDE OF #4 REBAR) BLOCK
TO BE LINED WITH ENDWALL PER NCDOT STD. REBAR)
ENDWALL PER GEOTEXTILE FABRIC OR 838.80 3" CLEARANCE WRAP OUTSIDE OF - 4"
ENGINEER -APPROVED - TO OUTSIDE OF PIPE WITH FLEXIBLE PRECAST 1' DEPTH (CENTER TO
NCDOT STD. EQUIVALENT ' 1' DEPTH
838.80 - #4. REBAR) WATERSTOP SEAL (SEE WALL
3000 PSI CONCRETE CENTER)
NOTE 2) COLLAR
42"4 0-RING - ° #4 REBAR ANCHORS. (MIN.28 DAY STRENGTH)
CONTRACTOR SHALL DRILL - _ - - TO CLEARANCE
RCP INTO PRECAST STRUCTURE #4 ROIL
EBAR) OF
° / / WALL AND SET' ANCHORS 3" CLEARANCE TO #4 REBAR)
USING EPDXY GROUT OUTSIDE OF #4. ;3.
REBAR)
8.0' i I O--RING \I 42" 0-RING
4.9' WRAP OUTSIDE OF PIPE RCP 7' 5.7' RCP'
P NO
42
22" LAYER RCP WITH FLEXIBLE ti
`. _ =BF"CLAS \� // 5,7 _NOTE STOP SEAL (SEE 55° C
I_, 4" FILTER _ __. _ -_ TO CENTERR V U..I_iII- - -TBLANKET - 6" INVERT 9".INVERT
TO ANTIFLOAT TO ANTIFLOAT
FILTER BLANKET 1.0300 PSI CONCRETE
(SEE NOTE) ANCHOR ° 12" ANCHOR DEPTH COLLARDEPTH(MIN..28 DA�. 4.6"' STRENGTH)
(CENTER TO
CENTER)PROFILE VIEW � OCAST
CONTRACTOR SSHREBAR MALL STRUCTUREEWALL" CLEARANCE4.6` 5.7' DRILL INTO PRECASTOUTLET BARREL VELOCITY DISSIPATER 3• RECILARANCE Du sDECENNTEER TO CENTER TO (CENTER TO TO OUTSIDE OF BASE AND SET WRAP OUTSIDE OF PIPE OF JM REBAR
ANCHORS USING EPDXY FLEXIBLE WATERSTOP SEAL )
FRONT VIEW CENTER) #4 REBAR) SIDE VIEW GROUT (SEE NOTE 2) TOR VIEW,
N.T.S. CONCRETE CONCRETE
ANTI -FLOTATION ANT -FLOTATION
BLOCK BLOCK
42"0 CONCRETE COLLAR DETAIL
N.T.S.
N4ff: NOTES:
1. CONTRACTOR SFWl PROVIDE A JOINT IN THE OUTLET BARREL NO MORE THAN 5-FT FROM THE I- ATTACH TRASH RACK WITH (4) HOT DIPPED GALVANIZED STEEL CLAMPS. EACH CLAMP ATTACHED TO WEIR BOX
RISER. BY (2) 4"x1/4" CONCRETE ANCHOR BOLTS. EACH CLUMP SHALL BE COATED WITH AN EPDXY COATING.
BARREL PIPE WNCRErE QRADLE CONSTRUCTION SEQUENCE 2. ALL REBAR TO BE GALVANIZED #4 REBAR NTH AN EPDXY COATING.
- 3. BARS TO EXTEND ON BOTTOM OF TRASH RACK.
1. IF On N A IS CHOSEN FROM NOTE 9 OF THE OUTLET STRUCTURE MATERIAL SPECIFICATIONS, THEN
BRING GRADE OF DAM EMBANKMENT TO SPRINGUNE OF PIPE ELEVATION. IF OPTION B IS CHOSEN
FROM NOTE 9 OFTHE OUTLET STRUCTURE MATERIAL SPECIFICATIONS, THEN CONSTRUCT FORMWORK " MI
FOR CONCRETE CRADLE ON EXISTING GRADE. -
2. IFOPTION A IS CHOSE
N FROM NOTE 9 OF THE OUTLET STRUCTURE MATERIAL SPECIFICATIONS, THEN
EXCAVATE TRENCH E 9 OF
AND ET STRUCTURE
PER DIMENSIONS PE DRAWINGS, IF OPTION B IS \ 1
CHOSEN FROM NOTE 9 OF. THE OUTLET STRUCTURE MATERIAL SPECIFICATDNS, PROCEED TO STEP 3 I
BELOW: _ / \ (MIN. -
3. PLACE BARREL PIPE ON CONCRETE BLOCKS TO GRADE. AT THIS STEP, CONTRACTOR SHALL WRAP A
DOUBLE LAYER OF NON -WOVEN GEOTEXTILE FABRIC AROUND EACH JOINT OF THE 42*0 0-RING RCP I q2^A 0-RING. RCP T #T REBAR
BARREL IN 2' WIDE STRIPS CENTERED ON JOINT. .� /4L X 0.5'H ORIFICE
RACK 4.S
4. PLACE CONCRETE FOR CRADLE FOR EACH SECTION FROM ONE SIDE OF THE TRENCH. ALLOW TRASH INV EL. = 284.90 + -`I'
\ / -
CONCRETE TO FILL ENTIRE AREA UNDER PIPE AND PIPE HAUNCHES AS TO LEAVE NO VOIDS UNDER _ gE (SEE DETAIL ON SHEET
THE PIPE BEFORE PLACING CONCRETE ON THE OPPOSITE SIDE OF THE TRENCH.PLACE ENTIRE 26.25 I I I- NOTES) C9.m LOCATION OF
.CRADLE AS ONE LIFT (VERTICALLY) PER DRAWINGS. ORIFICE)
41 % 0.511 ORIFICE
5. ALLOW CRADLE TO CURE FOR A MINIMUM OF 7 DAYS BEFORE ANY VIBRATING COMPACTION INV EL = 284.90
EQUIPMENT IS USED IN THE VICINITY OF THE BARREL PIPE. 4 (SEE DETAIL ON SHEET
4 STEEL CLAMPS 09.01 LOCATION OF
6. TRENCH TO BE RACKFILLED IN 5" LIFTS WHEN COMPACTION IS BY HAND. BACKFILL IS IN 8" LIFTS _ - (SEE NOTES) ORIFICE) -
WHEN CONDUCTED BY MACHINE. MINIMUM OF 2FEET COVER MUST BE PRESENT ON 42"0 RCP 8"
1.
BEFORE DRIVING OVER WITH HEAVY EQUIPMENT. Y RISER OUTLET '
12 4. STRUCTURES REBAR -TRASH RACK
MIN (4) STEEL CLAMPS (SEE NOTES)
- (SEE NOTES)
3000. PSI CONCRETE, OR
PER RECOMMENDATION FROM
ON -SITE GEOTECHNICAL ENGINEER
42" CONCRETE CRADLE DETAIL AREA ORIFICE TRASH RACK DETAIL
N.T.S. - N.T.S.
NOTE:
1. HAVILAND DRAINAGE PRODUCTS 4" ALUMINUM ANIMAL
GUARD ITEM NUMBER AGSSO4 (OR ENGINEER
APPROVED EQUIVALENT)TO BE INSTALLED AT OUTLET
OF 4" HDPE PIPES
---I-
42"M. RCP
FLOW
I' MIN.
NO. 67 WASHED STONE
ENCASED IN NON-WOM
FILTER FABRIC (MIRAFI
18ON OR EQUIVALENT)
SMOOTH BORE HDPE
TYPE"S" OR
ENGINEER APPROVED
EQUIVALENT)
4�
ENDWALL PER NCDOT B STD. IDE680
4° WE TO BE PROVIDED
ANIMAL
WITH ANIMAL GUARD ON
DOWNS'TREADA.SIDE AND
GALVANIZED HARDWARECLOTH ON
PI SIDE. %° MAXIMUM
OPENINGS)
MIN.
ENDWALL PER
NCDOT
�838.8 STD.
T
iiiSS1 iOO6� L
T
­(2) 4" PERFORATED,
CORRUGATED HDPE PIPE
(DOUBLE -WALL SMOOTH BGRE
HDPE TYPE "S" OR ENGINEER
APPROVED EQUIVALENT) WITH
ANIMAL GUARD
SPILLWAY FILTER DETAIL
NOTE: RIPRAP TO EXTEND FROM TOE
OF FOREBAY TO TOE OF MAIN POOL
FOREBAY BERM = 263-00
26.4'
421 RCP
kN ' I UK
EQUIVALENT)
NO. 67 WASHED
STONE ENCASED IN
NON -WOVEN
FILTER FABRIC
(MIRAFl 180N OR
EQUIVALENT)
ENDWALL PER
NCDOT STD.
038.80
BORE
INEER
.APPROVED EQUIVALENT) WITH
ANIMAL GUARD
NCDOT CLASS 'B' RIPRAP
KEY IN FILTER
FABRIC (TYPJ
NOTES.
1. ALL REINFORCING STEEL IN RISER ANTI -FLOTATION BLOCK TO BE GRADE
60 #4 BARS FOR HORIZONTAL CROSSING AND GRADE 60 #4 BARS FOR -
VERTICAL CONNECTIONS. INSIDE OF RISER TO BE FORMED
WITH NON -SHRINK GROUT TO
2. INSIDE OF RISER BOTTOM TO BE FORMED WITH NON -SHRINK GROUT. TO INVERT ELEVATION OF BARREL
INVERT ELEVATION OF BARREL. 42"0
3. ALL PIPE PENETRATIONSTHROUGH THE CONCRETE RISER STRUCTURE RCP
SHALL BE MADE WATERTIGHT.
0-RINGTIGHT 8.1--
MAT i
T T
MAT 2 A A
B g'
.AT -.----- '__
RISER/ANTI-FLOTATION BLOCK CONNECTION
N.T.S.
2 2 \ \ \ TOP OF a9 001
WEIR . 281.00
� TOP OF DAM EL = 289 00
/ SPILLWAY CREST EL._-288.00
a \ \\\\/ 100-YEAR STORM EL. = 287.96
y - 1-YEAR STORM EL = 286.09
MIRAFI 180N OR APPROVED NORMAL WATER RFA I = 283.00
EQUIVALENT. FILTER BLANKET. -
FOREBAY WEIR SPILLWAY CROSS-SECTION
e N.T.S.
OF
TOPOF DAM
111 (MIN.)
PROPOSED GRADE
EL. = 289.00
ABOVE SPILWIAY
TIE INTO EXISTING
GRADE
PROPOSED GRADE
OF SPILLWAY
NOTES:
INSTALL ALL 87EPS PROTRWING 4" F.M INSIDE FACE OF $T0.UCTURE WALL.
STEPS DIFFERINO IN DIIIEN&IONS,. OONFIGURATION, CC MATERIALS FROM THOSE SHOWN MAY ALSD BE USED PROVIDED TX1 CONTRACTOR HAS FURNISHED
THE ENGINEER WITH DETAILS OF THE PROPOSED STEPS AND HAS RECEIVED WRITTEN.APPROVAL FflDM THE. EN6IMEER FOR THE USE OF SUCH STEPS.
�4l
� ,
C
w
}
F
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ow¢
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PLAN
SIDE
ELAN.
SIDE
ELEVATION
ELEVATION:.
=I r
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^
ELEVATION
OASTZRON
ELEVATION
CAST IRON
z
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RS BAN 'OR
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ELEVIDE
ATION
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PLAN
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ELEVATION
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��
NF011C Np STEEL
ELEVATION
A eL aDM�
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S�w�
ELEVATION
y
TARU39RWENR MANNOLFS.
s840.66 r
84.
MAINTENANCE ACCESS DETAILS
N.T.S.
TER 6 3
1 1 1 Tx3 a Laxnu. sEm aRrNo
is TN sY xHIC - n�
I _ oR WMn Y N c ea W1LNs �
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As a Dsu.
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ELEVATION $IOE: ERR. RAR s,zF :ATIT NcITS TRIR`""nRR srg As e o
uL
PLAN
- PRECAST
RISER STRUCTURE
#4 STEEL
REBAR
#4 REBAR
VERTICAL
CONNECTION (TYP.)
3000P51 CONCRETE
ANTI FLOTATION BLOCK
2 AND 3
ENDWALL DETAILS
N.T.S.
I APPROXIMATE LOCATION
OF EXISTING GROUND
TOP OF DAM EL = 28900
SPILLWAY CREST EL. = 288.00
100-YEAR STORM EL = 287.96 5 _
J-YEAR STORM EL = 286.09
1
NORMAL_ WATER SURFACE = 253,00
- - - I I-III-1 I I -I i I-III-1 I I -III -III -I � I
CROSS-SECITON X:7c
N.T.S.. CONTRACTOR SHALL LINE THE EMERGENCY SPILLWAY AND
EXIT CHANNEL WITH PYRAMAT 75 HIGH PERFORMANCE
TURF MATTING (HPTRM) OR ENGINEER APPROVED
EQUIVALENT, THE LINER SHALL BE INSTALLED PER
5:1 SLOPE MANUFACTURER'S SPECIFICATIONS
FROM EL. 289.00 TO
EXISTING GRADE
APPROXIMATE LOCATION
OF
EXISTING GOUND -
10' WEIR
CREST LENGTH
I 291
Y I 2B9 i
TOP OF DAM TOP OF DAM
(10' WIDE MIN) (10' WIDE MIN)
EL. = 289 EL. _as
I289 i
267
TO- WEIR
CREST LENGTH
EMERGENCY SPILLWAY PLAN VIEW
CR0SS-SF;M0N Y-Y'
DRAWING NUMBER
CFD-XXXXXX A000 -XXXXXX
4 DUKE
ENERGY
MAILING ADDRESS:
P.O. BOX 1007
'CHARLOTTE, INC
Safety Expectations:
LLNES Reduce Risk
Z E R Remove Exposures to Hazards
INJURY Reinforce Safe Behavior
^O�QO
ARCHITECTURE
11GO Dresser Court
Raleigh, NC 27609
Office 919.828.2301
Email [e-mail]
! ji]
CADAMS
The John R. McAdams Company, Inc.
621 Hillsborough Street -
Suite 500
Raleigh, NC 27603
phone 91S 361. 5000
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
4 Al
a'=��ESSJot 9's
Ta�SEAL �T=
z 048394 s
s
DUKE ENERGY
PROGRESS HOLLY
SPRINGS OPERATIONS
ENTER AND
TRAINING FACILITY
DATE ISSUED: 09-13-2023
PROJECT STATUS: CONSTRUCTION
PROJECT NO. 22-008
DRAWING NUMBER
CFD-XXXX- A000 XXXXX
ELECTRONIC FILE NAME: DKE22004X
DRAWN BY: ABT 09.13.2023
CHK'D BY: )KW 09.13.2023
E-MAIL: [e-mail]
THS DESIGN.RAWINc..RNRQCLUSMPROPIXTYOF.IKEBERGY
CO9PoRATONMllIMOCN50EREDCCNROBNINL RBWHLNOTBE
Fl®CORERCRR-SREIWIRpIR PNORP1WVOdAI THS
NCNNA Nava.c"YBELSE.FORTHESPECPICPRpsTINmaT.
SHEET TITLE
STORMWATER CONTROL
MEASURE A DETAILS
SHEET NO.
C9.02

STORMWATER CONTROL MEASURE W
LANDSCAPE SPECIFICATIONS
LEGEND
QTV SYM SCIENTIFIC NAME COMMON NAME HATCH TYPE
SPACING %OFTOTALAREA PROVIDED AREA
HIGH MARSH (SHALLOW LAND, TOTAL AREA = 2,807 SF)
225 SB SACCHARUM BALDWINU NARROW PLUMEGRASS --INCH CONTAINER
24"D.C. PROVIDED PERCENTAGE =32- 898 SF
227 CIS CHELONE GLABRA WHITE TURTLEHEAD -INCH CONTAINER
24"O.C. PROVIDED PERCENTAGE =32% 908 SF
251 AI ASCLEPIAS INCARNATA SWAMPMILKWEED
-INCH CONTAINER
24" O.C. PROVIDED PERCENTAGE36% 10015E
LOW MARSH (SHALLOW WATER, TOTAL AREA = 2,697 SF)
216 IV IRISVIRGINIANA BLUE FLAG IRIS �O� -INCH CONTAINER
24'D.C. PROVIDED PERCENTAGE =32% 862 SF
243 PC PONTEDERIA CORDATA PICKERELWEED -INCH CONTAINER
M"D.C. PROVIDED PERCENTAGE = M11 969 SF
.n�
217 ST SCHOENOPLECFUS SOFT -STEM BULRUSH V -INCH CONTAINER
24"D.C. PROVIDED PERCENTAGE =32% 866 SF
TABERNAEMONTANI
(ASSUMEDI STEMS) PER 4 SF FOR
ALL CALCULATION
SEEDBED PREPARATION
PLANTING INSTRUCTIONS
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3-4 INCHES DEEP OVER ADVERSE SOIL CONDITIONS. TOPSOIL SHOULD BE
PLANTING TECHNIQUES
INCORPORATED INTO THE FINAL GRADING OF THE BASIN SIDE SLOPES AND AQUATIC SHELF. CONTRACTOR SHOULD SCARIFY THE
A ENSURE THAT ROOTS ONCE REMOVED FROM POT ARE STRAIGHTENED AND FACE DOWNWARD.
TOP 3-4 INCHES OF THE COMPACTED FILL TO PROMOTE BONDING WITH TOPSOIL. - -
B. CREATE PLANTING AREA FOR EACH PLANT AND EXCAVATE PIT.
C. PLACE PLANTS IN PIT, ENSURING ROOTS ARE FACING COMPLETELY DOWNWARD,
2. RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
D. HEEL IN SOI L AROUND PLANT AND PROCEED TO NEXT PLANTING LOCATION.
E. NEWLY PLANTED. PLANTS NEED TO BE FASTENED TO TH E SUBSTRATE FOR THE ESTABLISHMENT OF
3. REMOVE ALL LOOSE ROCK, R
C 00T5 AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY
, C ASO ABLY SMOOTH AND UNIFORM.
NEW ROOTS.
'
F. ROOTS SHALL BE SPREAD IN THEIRNORMAL POSITION. ALL BROKEN OR FRAYED ROOTS SHALL BE CUT
4. PER ONE TIME ONLY APPLY AGRICULTURAL LIME FERTILIZER,
ER ILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL
OFF CLEANLY. -
G. THEDIAMETER OF THE PITS FOR ALL VEGETATIVE STOCK SHALL BE AT LEAST THREE TIMES THE
S. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM REASONABLY UNIFORM SEEDBED IS PREPARED 4TO 61NCHES DEEP.
DIAMETER OF THE HOOT MASS. PLANT PIT WALL SHALL BE SCARIFIED PRIOR TO PLANT INSTALLATION
H. SEETHE PLANTS UPRIGHT, IN THE CENTER OF THE PIT. THE BOTTOM OF THE ROOT MASS SHOULD BE
6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER.
RESTING ON UNDISTURBED SOIL
I. PLACE THE BACKFILL AROUND THE BASE AND SIDES OF THE ROOT MASS, AND WORK EACH LAYERTO
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
SETTLE BACKFILL AND TO ELIMINATE VOIDS AND AIR POCKETS. WHEN PIT IS APPROXIMATELY 2/3 FULL,
WATER THOROUGHLY BEFORE PLACING REMAINDER OF THE L BACKFI L WATER AGAIN AFTER PLACING
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY E
REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF P05518LL.
FINAL LAYER OF BACKFILL.
AFTER PERMANENT COVER IS ESTABLISHED.
1. BROKEN OR DAMAGED PARTS WILL BE CUT BACKED UNDAMAGED TISSUE, LEAVING AS MUCH GREEN
BASALTISSUEAS POSSIBLE ABOVE THE ROOTS. IF MORE THAN FIFTY PERCENT(50%) OF THE PLANT 15
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT.
DAMAGED THEN CONTRACTOR SHALL REPLACE THE PLANT.
CONTAINER STOCK/BARE ROOT
TEMPORARY SEEDING SCHEDULE
A. STOCK SHALLHAVE BEENGROWN IN A CONTAINER LONG ENOUGH FOR THE ROOT SYSTEM TO HAVE
DEVELOPED SUFFICIENTLY TO HOLD ITS SOIL TOGETHER ONCE REMOVED FROM THECONTAINER.
SEEDING DATE SEEDING MIXTURE APPLICATION RATE
B. CONTAIN ER PLANTS WILL NEED TO BE WATERED REGULARLY AND PLACED IN SHADY CONDITIONS
UNTIL PLANTING OCCURS.
JANI-MAY1 RYE (GRAIN) 120 LBS/AC
C. - BARE HOOT PLANTS ARE FOR IMMEDIATE PLANTING, OTHERWISE SEE D) BELOW.
KOBE LESPEDEZA 50 LBS/AC
D. IF BARE ROOTS SPECIMENSARE NOT TO BE PLANTED WITHIN FOUR (4) DAYS, TEMPORARY HOLDING
MAY1.-AUG25 GERMAN MILLET 40 LBS/AC
OF BARE ROOT SPECIM ENS ARE TO BE COVERED ENTIRELY BY A SUITABLE MEDIUM (ETC. SOIL,
AUG 15 - DEC 30 RYE (GRAIN) 120 LBS/AC
SAWDUST, MULCH OR THE UKE) AND WATERED REGULARLY SO AS TO NOT DRY OUT.
PLANT LOCATIONS
SOILAMENDMENTS
A. NEW PLANTINGS SHALL BE LOCATED WHERE SHOWN ON PLAN EXCEPT WHERE CHANGES HAVE BEEN
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/AC GROUND AGRICULTURE LIMESTONE AND 750 LB/AC 10-30-10
MADE IN PROPOSED CONSTRUCTION.
FERTILIZER (FROM AUG I5-DEC 30, INCREASE 30-10-10 FERTILIZER TO 1000 LB/AC).
B. NECESSARY ADJUSTMENTS SHALL BE MADE ONLY AFTER APPROVAL BY THE OWNER OR THE OWNER'S
REPRESENTATIVE. -
MULCH
WATER
APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, ORA MULCH ANCHORING TOOL. A DISK WITH
WATER SHALL BE POTABLE AND SHALL NOT CONTAIN ELEMENTS TOXIC TO PLANT LIFE.
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE
PLANTING SCHEDULE
JAN 1-AUG IS: REFERTIUZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED REFERTIUZE ANDMULCHI IMM
EDIATELY MM LATELY FOLLOWING
EROSION OR OTHER DAMAGE.
3. ONCE THE GRADING IS COMPLETE THE CONTRACTOR SHALL REQUEST AN ON SITE INSPECTION AND
'
AN AS -BUILT SURVEY PRIOR TO INSTALLATION OF THE STORMWATER MANAGEMENT FACILITY PUNTS.
AUG 15-DEC 30: REPAIR AND REFERTIUZE DAMAGED AREAS IMMEDIATELY. TOP DRESS WITH 50 LB/AC OF NITROGEN IN MARCH. IF
IF TH E CONTRACTOR PLANTS THE PROPOSED VEGETATION PRIOR TO AN AS-BUI LT SURVEY(AND
ITIS NECESSARY TO EXTEND TEMPORARY COVER BEYOND TUNE 15, OVERSEED WITH 50 LB/AC KOBE LESPEDEZA IN.
SUBSEQUENT APPROVAL), ANY CHANGES TO THE GRADING/RE-PLANTING OF PLANTS WILL BEAT THE
LATE F EBRUARY OR EARLY MARCH.
CONTRACTOR'S EXPENSE.
2. ONCE THE ENGINEER HAS APPROVED THE AS -BUILT GRADING, THE CONTRACTOR SHALL PIANTTHE
NOTE: USE THE TEMPORARY SEEDING SCHEDULE ONLY WHEN DATE IS NOT CORRECTTO USE THE PERMANENTSEEDINGSCHEDULE.
PROPOSEDSTORMWATER MANAGEMENT FACILITY PLANTS SHOWN ON THE LANDSCAPE PLAN FOR
THE FACILITY. AFTER COMPLETION OF THE PLANTING, THE LANDSCAPE CONTRACTOR SHALL PROVIDE
PERMANENT SEEDING SCHEDULE (DAM EMBANKMENTS)
A LETTER TO THE ENGINEER CERTIFYING THAT THE PLANTS HAVE BEEN INSTALLED PER THE APPROVED
STORMWATER MANAGEMENT FACILITY PLANTING PLAN.
3. OPTIMAL PLANTING PERIODS RANGE APPROXIMATELY FROM APRIL ISTH THRU JUNE 30TH AND
SEEDING DATE SEEDING MIXTURE OPTIONS (CHOOSE ONE) APPLICATION RATE
SEPTEMBER1Sf THRUOCTOBER 31Sr. FOR FINAL DETERMINATION OF THE SFFE'S PLANTING PERIOD,
MAY 3-AUG 31 CENTIPEDE RAW 30 LBS/AC
THE CONTRACTOR SHALL COORDINATE WITH A LANDSCAPE PROFESSIONAL REGARDING SCHEDULING
_ APRIL I-SEPT 1 SUMMER MIX 200 LBS/AC
FOR PLANT INSTALLATION. _
(80%HULLED BERMUOA/20%MILLET)
4. IT IS RECOMMENDED THAT THE CONTRACTOR TAKE MEASURES TO PREVENT WILDLIFE FROM
m OCT 3- MARCH I FALL MIX 200 LBS/AC
DAMAGING OR CONSUMING WETLAND PLANTINGS.
(80%TALL FESCUE/20% ANNUAL RYEGRASS)
s
SOILAMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 4,000 LB/AC GROUND AGRICULTU RE LIMESTONE AND 1000 LB/AC 1040-30
FERTILIZER.
'MULCH
APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT,NETTING, OR A MULCH ANCHORING TOOL A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED ASA MULCH ANCHORING TOOL
MAINTENANCE
VARIES -SEE PLANS
m INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILZE IN LATE WINTER OF THE FOLLOWING YEAR; USE SOIL TESTS OR APPLY 150
vLB/AC10-.10-10 FERTILIZER. MOW REGULARLYTOAHEIGHr OF24INCHES.
NOTE: PERMANENT SEEDING SCHEDULE IS FOR SLOPES OF THE BASIN AND TOP OF BERM.
ao
6" MIN. L
CULTIVATED SOIL
SODDING PROCEDURE: BREAK THROUGH & REMOVE ALL
1.
SCARIFY ENTIRE AREA TOA MINIMUM DEPTH DEG" 'HARDPAN' & DEBRIS TO ALLOW
AND REMOVE DEBRIS. PERCOLATION & POSITIVE DRAINAGE
2.
INSTALL 6" OF TOPSOIL AND MIX IN WITH SCARIFIED UNDISTURBED SUBGRADE
TOP LAYER.
3.
ADD ADDITIVES (PER SOILTFST ANALYSIS)&ROTOTILL
- 4.
LAY&ROLLSOD. WATERTHOROUGHLV.
5.
THE GENERAL CONTRACTOR WILL PROVIDE GRADES '
TO (+/-.10) OF A FOOT OF PROPOSED GRADES.le
SOD INSTALLATION DETAIL
N,.
e
STORMWATER CONTROL MEASURE W LANDSCAPE PLAN VIEW
1°-20.
N
GRAPHIC SCALE
o a o
1 inch = 20 ft.
DRAWING NUMBER
CFD-XXXXXX A000 -XXXXXX
%DUKE
ENERGY.
MAILING ADDRESS:
P.O. BOX 1007
CHARLOTTE, NC
Safety Expectations:
P
Reduce RISK
Remove Exposures to Hazards
Reinforce Safe Behavior
ARCHITECTURE
1100 Dresser Court
Raleigh, INC 27609
Office 919,828.2301
Email [e-mail]
WADAMS
The John R. McAdams Company, Inc.
621 Hillsborough Street
Suite 500
Raleigh, NC 27603
phone. [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
E /
O
C�
048394 -
K, WO�HWLIf�A
JUKE ENERGY
DROGRESS HOLLY
SPRINGS OPERATION!
ENTER AND
TRAINING FACILITY
DATE ISSUED:09-13-2023
PROJECT STATUS: CONSTRUCTIOP
PROJECT NO. 22-008
DRAWING NUMBER
CFD-XXXX- A000 XXXXX
ELECTRONIC FILE NAME:
DRAWN BY: ABT 09.13.2023
CHK'o BY: I.KW 09.13.2023
E-MAIL: [e-mail]
iXBOE51GXpUN11&19REEXCI.UaVE PRaPaENOEgMEaIaVGY
CPiPoRPiKN,1�BCW61oEPB1 WNFlOEMIPL Ii SH"1l NOTeE
MOOIFE�,O]PED,la D41RBUIFUMIHWTPFgRAPPFarvAL Ttl5
SHEET TITLE
STORMWATER CONTROL
MEASURE A LANDSCAPE PLAN
SHEET NO.
W11%

LENNAR CAROLINAS LLC
PIN 0730534863 Q
DB 017612, PG 01928
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STORAGEWITH
1 1
I DUKE ENERGY PROGRESS GRAVEL FLOOR TRAINING
J PIN 0629626959 CENTER �I1
�9 f DB 015289, PG 02437 (149 SPACES)j, ZONING: HEAVY INDUSTRIAL (HI)
—=� 64'x44 OPEN AIR
EQUIPMENT DUMP E 8 O
STORAGE WITH � ,, ENCL URE
9 i GRAVEL FLOOR
0PO
TRA IN
64'x44'OPEN-AIR � REA
\ i - EQUIPMENT
STORAGE WITH
FLOOR ../' O
1 1 e
- — m 40'x30'3519 D
SHEDfOR7,HTING / r
r
y
o it
c' y YARE SP GE ,D� / 1 PERIMETER BUFFER
TRANSFORMER STORAGE � � � �� �11 \ i" 20' -TYPE C
STORMWATE 1
MANAGEME T
—
1
_ \ 5' SETBACK / EXI /
i / 6 TREE SAMPL�' ~"""
AREA #3i� _ )
PERIMETER BUFFER
' 20-TYPEC
2 S J ✓ � � /
I
' f
i \ O J
O
a
�-- TOWN OF F+O
( �' ICTION
/ � 7 WAKE COUNTY'S1UR1 D �
DUKE ENERGY PROGRESS 4
/ PIN 0629626959
DB 015289, PG 02437
ZONING: WAKE COUNTY R-80
LANDSCAPE CALCULATIONS
STREET TREES
SEC 5.3.5
THOROUGHFARES
WOODS CREEK ROAD 1976 LF
UPPERSTORY TREES, 40' O.C.
REQUIRED: 49 (1976/40 LF)PROVIDED:
46
CINDER STATION ROAD 1257 LF
UPPERSTORY TREES, 40 0 C
REQUIRED: 32 (1262/40 LF)
PROVIDED. 59 (BOTH SIDES)
PERIMETER BUFFER TREE SAMPLE AREAS
SEC 5.3.1
THREE SAMPLE AREAS WERE CONDUCTED ON SITE AND ARE
BUFFER LOCATION 5860 LF SHOWN ON THE PLANS. EACH SAMPLE AREA IS INDICATIVE OF
THE NEARBY SURROUNDING EXISTING TREE COVER. REFER TO
SHEET L3.04 FOR DETAIL ON SUPPLEMENTAL PLANTING
DECIDUOUS TREES SHOULD THE 100-FOOT INCREMENT OF EXISTING VEGETATION
REQUIRED: 293 (5/100 LF) NOT SATISFY UDOC SEC. 5.3.1 PERIMETER BUFFER
PROVIDED SUPPLEMENT AS NEEDED' REQUIREMENTS.
SHRUBS
REQUIRED: 1,172 (20/100 LF)
PROVIDED: SUPPLEMENT AS NEEDED'
'TO BE VERIFIED IN FIELD, CONDITION OF PRESERVED VEGETATION. SEE DETAIL ON SHEET
11.04. PERIMETER BUFFER 300-FT LINEAR SEGMENTS LABELED A##, B##, AND C## FOR
REFERENCE. AT AREAS WHERE PROPOSED GREENWAV LIMITS OF DISTURBANCE
INTERSECTS, BUFFER MATERIAL SHALL BE OMITTED.
VEHICLE PARKING AREA SCREENING
SEC 5.3 2
AC MPACT ROW OF SHRUBS PLANTED 3 FEET ON CENTER AND A MINIMUM OF 24
INCHES IN HEIGHT AT TIME OF PLANTING.
A COMPACT ROW OF SHRUBS PROVIDED WHERE VEHICLE PARKING AREA IS VISIBLE FROM
PUBLIC RIGHT-OF-WAY
INTERIOR VEHICLE PARKING AREA
SEC532
ALL VEHICLE PARKING AREAS SHALL INCLUDE AT LEAST ONE INTERIOR LANDSCAPE
ISLAND FOR IO PARKING SPACES EACH ISLAND SHALL CONTAIN I LARGE OR SMALL
DECIDUOUS TREE PLUS 4 SHRUBS/HEDGE PLANTS,
PROVIDED: 30 LANDSCAPE ISLANDS
32 TREES (I8 SMALL DECIDUOUS, 14 LARGE DECIDUOUS), 407 SHRUBS
FOUNDATION LANDSCAPING
SEC 5.3 4
FOUNDATION LANDSCAPING TO BE PROVIDED ALONG ANY FACADE FACING A STREET OR
PARKING AREA, AS WELL AS 25%OF THE ADJACENT FACADE.
ONE OVERSTORY, DECIDUOUS OR EVERGREEN, TREE FOR EVERY 5,000 SF OF LANDSCAPE
AREA OUTSIDE THE STRUCTURE, PARKING AREA, OR LOADING AREA, OR ONE SMALL
TREE, DECIDUOUS OR EVERGREEN, FOR EVERY 3,000 SF OUTSIDE THE STRUCTURE,
PARKING AREA, OR LOADING AREA, OR A PROPORTIONAL COMBINATION. -
AT LEAST ONE LARGE SHRUB, 1.5 MEDIUM SHRUBS, OR 2 SMALL SHRUBS FOR EVERY 1,000
SF OF LANDSCAPED AREA OUTSIDE THE BUILDING, PARKING AREA, OR LOADING AREA, OR
A PROPORTIONAL COMBINATION. -
OPERATIONS CENTER 7,525 SF PLANTING AREA
REQUIRED: I OVERSTORY TREE (7,525 SF/5,000 = 1.50)
OR 2 SMALL TREES (7,5255F/3,000 = 2.51)
OR I LARGE AND 1 SMALL TREE (PROPORTIONAL COMBINATION-)
5 LARGE SHRU BS(7,525 SF/1,000 = 7.52)
OR 7 MEDIUM SHRUBS (7,525 SF/1000 x 1.5 1128)
10 SMALL SHRUBS (7,525 SF/3000 x 2 = 15.04)
OR A PROPORTIONAL COMBINATION'
PROVIDED: 13 TREES
1 LARGE DECIDUOUS TREES
30 SMALL DECIDUOUS TREES
3 EVERGREEN TREES
SHRUBS
LANDSCAPE LEGEND
\ e
8EVERGREEN SHRUBS
37 DECIDUOUS SHRUBS
5'THOROUGHFARE BUFFER
rQ\
`\\
TRAINING CENTER 5.734 SF PLANTING AREA
`
REQUIRED: 1OVERSTORY TREE (5,734 SF/5000 = 1.15) 20'TYPE C PERIMETER BUFFER
OR 2 SMALL TREES (5,7345F/3000 1.91)
OR A PROPORTIONAL COMBINATION'
\
5 URGE SHRUBS (5,734 SF/1000 = 573) FOUNDATION LANDSCAPE AREA
OR 8 MEDIUM SHRUBS (5,734 SFAODO x 1.5 = 8.59)
-
OR 11 SMALL SHRUBS (5,734 SF/1000 x 2=11.46)
SIGHT DISTANCE TRIANGLE
PROVIDED: 18 TREES
2 LARGE DECIDUOUS TREES TREE PRESERVATION 9.01 AC
16 SMALL DECIDUOUS TREES
102 SHRUBS ® TYPE C BUFFER IGO-FT SEGMENT
78 EVERGEEN SHRUBS
24 DECIDUOUS SHRUBS
PLANT SCHEDULE TOTAL
CANOPY TREES
4' M
QU
COS NAME NAME
BOTANICAL NAME
ja
HEIG REMA@KS.
ABT
28
Trident Maple
Acer buergerianum
2.5" rri n
AFA
26
Freeman Maple
Acer freeman'i 'Armstrong'
2.5" min
END
24
Duraheat River Birch
Betula nigra 'Duraheat'
2.5" min
• "J
CA
28
American Hombeam
Carp'nus carol'niona
2.5" min
OQNN
26
Nuttall Oak
Quemus nuttalli
2.5" min
0
ZSG
27
Sawleaf Zelkova
Zelkova serrata 'Green Vase'
2.5" min
EVERGREEN TREES
CODE
QU
COMMON NAME
BOTANICAL NAME
QgL
HEIGHIT REMARKS
CJJ
31
Japanese Cedar
Cryptomeria japonica
-
8'
/"'''�
j 2y'•�
�
JVE
31
Eastern Red Cedar
Junipews vrg'niona
-
8'
,f
j E
TSP
31
Green Giant Arborvitae
Thuja standishii x plicata 'Green Giant'
-
8-
CLL
31
Leyland' Cypress
x Cupressocyporis leylandii
-
8-
U,N/D(jERRjjy�jjTORY TREESO y SEES
QQ,QE
MCOMMON
N�yy�y_y�FE
BOTANI NAME
�L
HEM REk�@KS
F�'.Ifa
CCP
13
Forest Pansy Redbud
Cards conodensis 'Forest Pansy' TM
-
8'
fail
CFC
13
Cherokee Princess Dogwood
Cornus florida 'Cherokee Princess'
-
S.
LNW
13
White Crape Myrtle MuIC Trunk
Lageretraemia x 'NOLc6eZ
-
8'
�d
POO
13
Okome Cherry
Prunus x okome
-
8'
DECIDUOUS�SSHRUBS
CODE
_M
COMMON�yyEN_NAME
BOTANICAL E
HEIGH
SPACING REMARKS
OCAAB
62
American Beautyberry
Callicarpa americans
24"
EVERGREEN SHRUBS
CODE
M
COMMON NAME
BOTANICAL NAME
HEIGHT
SPACING REMARKS.
0
CJCA
42
Camellia
Camellia japonica
24"
ICBB
78
Burford Chinese Holly
Ilex cornuta 'Burfordii
24"
ICCC
148
Caries. Holly
Ilex cornuta 'Carissa'
24"
0
ICRD
163
Dwarf Chinese Holly
Ilex cornuta 'Rotunda'
24"
IVND
151
Dwarf Youpon
Ilex vomitoria 'Nana'
24"
RISW
101
Snow White Indian Hawthorn
Rhophiolepis indica 'Snow White'
24"
N
NO GRID INAD131
GRAPHIC SCALE
1 inch =100 ft.
DRAWING NUMBER
CFD-XXXXXX A000 -XXXXXX
DUKE
ENERGY®
MAILING ADDRESS:
P.O. BOX 1007
CHARLOTTE, INC
Safety Expectations:
LLNES Reduce Risk
Z E R 01IIemove Exposures to Hazards
INJURY Reinforce Safe Behavior
e0e00
ARCHITECTURE
1100 Dresser Court
Raleigh, NC 27609
Office 919.828.2301
Email [e-mail]
11
WADAMs
The John R. McAdams Company, Inc.
621 Hillsborough Street
Suite 500
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
4tf7CdfE Q7�
R ITCY,842023
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
HOLLY SPRINGS
OPERATIONS
CENTER
DATE ISSUED: 7-14-2023
PROJECT STATUS: CONSTRUCTION
PROJECT NO. 22-008
DRAWING NUMBER
CFD-XXXX- A000 XXXXX
ELECTRONIC FILE NAME:
DRAWN BY:SMP
CHK'D BY: KAS
E-MAIL: [e-mail]
DEsmx DHnwwc is.xE ExcwsNE PRarENn or DUNE IN—
R.
INFMWONSHOUWONLYME DPoR ESP OFI PROdEO IN R
SHEET TITLE
OVERALL
LANDSCAPE PLAN
SHEET NO.
L1.00

,off/
/ \ VA.0 /`// / /� /�///,ter �i i��� 1// /� 5�� / / <� ---"'
i
0
i
/ \/A_X--
i /ly
o'x7D'
SIGHT
DISTN
( \ TRu
PLANT SCHEDULE AREA A
\ COOE COMMON NAME
/
BOTANICAL NAME
ABT Trident Maple
Acer buergerianum
+ AFA Freeman Maple
Acer freemanii 'Armstrong'
• BND Duraheat River Birch
Betula nlgro 'Duraheat'
CA American Hornbeam
Carpinus carolin'ana
ONN Nuttall Oak
quercus nuttallii
O ZSG S.M.& Zelkova
Zelkova —to 'Green Vase
EVERGREEN TREES CODE COMMON NAME
BOTANICAL NAME
CJJ Japanese Cedar
Cryptomeria japon'co
\ \ 3 JVE Eastern Red Cedar Juniperus virgin'ona
Sy
/ a
� TSP Green Giant Arborvitae Thujo stand shn x plicato Green Giant
UBLICRIO
WD\ \ �
0
Cu Ley ndl Cypress x Cupresa cypan a leylndii
UNDERSTORY TREES CCOMMON NAME BOTANICAL NAME
"
'� �' , �� ./' w �. •• A - TEMPOR�RV PROJECT / A
-' I\ IDENXICATION
SI / R CCP Foreat Pa y edbud Cercis canadenas Foreat Pa y TM
' / °f I\0 --�( CFC Cherokee Princess Dogwood Corpus Honda Cherokee Princess'
� GN PE MIT�BOX na R Pan-'
_ i /' � � i�. � c6 D m___-I--�� � .v V PROPERTY �, � \ V 0 A\A\ w Do wo
_ \ ENTRANCE. I A A
i
�� =
D D D / �� �� SIGN \\ \\ \ \ l `6 1 \ % \••,{ LNW White Crape Myrtle Multi -Trunk Lagerstroemia x'Natchei
i � A A
POO Okame Cherry Prunus x okome
r \
g0 D� -- r✓ \ \ ( \ \ \, \ \ / DECIDUOUS SHRUBSOE COMMON NAME BOTANICAL NAME
\ / )- i SIGH 0 7 ,� -` \ ( _ L \ \ \ C l`�\ \
N - \ - - _ \ 9 \ \ 6 I I 0 CAAB American Beautyberry Callicarpo amer'cono
SHRUBS COOS COMMON NAME BOTANICAL NAME
IS
\ I ' / Q CJOA Camellia Camellia japonica \ \ { ICES Burford Chinese Holly Ilex comuta 'BurfordlF
DUKE ENERGY PROGRESS N
cr
_zl
� - � r � \ p ICCC Cariasa Holly Ilex comuta 'Car sea'
I PIN '\ � I � e I �
6
- _ - DB 01S289, PG 02437 v ��
< _ - ZONING: HEAVY INDUSTRIAL (HI) _ ( ICRD Dwarf Chinese Holly Ilex comuta 'Rotunda'
IVND Dwarf Yaupon Ilex vomitoria 'Nana
Q RISW Snow White Indian Hawthorn Rhaphiolepis ind'ca 'Snow White'
"'T�FLAGGER/
v ON -STREET / /,�- _ ����m�0--��-�' �l / / / /�/
PARKING /d / I 1 / I / ) /
/f v 9 v LANDSCAPE LEGEND
i
- _ 5'THOROU6HFARE BUFFER
/
ID io_gym y J / tlTrg --io—io—�o
20'TYPEC PERIMETER BUFFER
�7 1
FOUNDATION LANDSCAPE AREA
25' CU AND
(TW.) i f I \\ SIGHT DISTANCE TRIANGLE
TYPE C BUFFER 100-FT SEGMENT
\ 1A� I 1
FYRE HYDRAN
h 1 • LV = - • �� I % "' FOUNDATION LANDSCAPE AREA
/ i / , ` • / I \ • V- i It LLl D) j _� I 1 - .... _ 2.5 CURB ND SOD SF
CUTTER (TW)
P
�
116
i
\ 1 19'%9' PARKING � � � • � \
STALLS (TYP.)
I
FOUNDATION LANDSCAPE AREA • • ' • ' �� \ ( PT �— s\,r \ \\ \ \\
• 4601 9F EF V/
C� / \ \ \
DESIGNATED 12' WIDE VAN 1/' F`V -7
ACCESSIBLE PARKING SPACE EV'
AGE (POST
r \
? I a I I I ` • -N '\ -�\ \ ( ' II • Pi ISLE
MOUNTED) I I EV19 / ND5'W! EV
' FOUNDATION LANDSCAPE AREA I .. DESIGNATED LEVEL 2 PEV \ v
J� ! 6
ELECTRIC CHARGING STATION441 SF WITH SIGNAGE (POST MOUNTED)
RSSU I - 7
CONCRETE LANDING
I
) \f sou lr,=\0Y = \ • I I J •-'�'u-!1a°ria: <' or �a.�u Ili,,s pu Ili,,..0 oi. - SPRINGS
- %• a� ...;Z+LW
I HOLLY SPRINGS F DATION LANDSCAPE AREA
OPERATION -637 SF
CENTER FE_
V_' i ! •• 1/ i., ,
/ I •I _- -
/ j) 0.
h
DA=E o
FOUNDATION LANDSCAPE
AREA
•J
H�nNo
' (BY oTHrt6)
— HA
JJ
_ 344 SF
L
FOUNDATION LANDSCAPE AREA
_ 1so 5F
- e
m')
�A
F
•�," DUU�J PSTER
I
_
•� ENCLOSURE
h
� \
`/
bh
_ 64' LONG
CONC.
'CONC.
_
\
1
APRONL
I
1 FOUNDATION LNDSCAPE AREA
612 SF
r
- a
i
-
4
SLIDING SECU `GATE WIR1
1SIPoP
� �
a
\�
CONCRETE LAN ING
L
BY
( OTHERS)
LAYDOWN
/ YARD
f
/
64' LONG cRON
APRON
I
4 4
D I I
a
\
\
c
CONCR SEC w ACCESS
ISLAN
/
SITE U NG
BY ERB)
I A I L
ry
\�\ NC GRID (NAD83)
V v� GRAPHIC SCALE
o 15 30 Fo
linch =30 k.
DRAWING NUMBER
CFD-XXXXXX A000 -XXXXXX
DUKE
ENERGY®
MAILING ADDRESS:
P.O. BOX 1007
CHARLOTTE, INC
Safety Expectations:
LLNES Reduce Risk
Z E R I Remove Exposures to Hazards
INJUR0Y Reinforce Safe Behavior
e0e0
ARCHITECTURE
1100 Dresser Court
Raleigh, NC 27609
Office 919.828.2301
Email [e-mail]
LH]
WADAMs
The John R. McAdams Company, Inc.
621 Hillsborough Street
Suite 500
Raleigh, INC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
vvvv mcadamsco.com
,^ A44�x
1977
R IT C�•''842023
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
HOLLY SPRINGS
OPERATIONS
CENTER
DATE ISSUED: 7-14-2023
PROJECT sTATus: CONSTRUCTION
1N11I
PROJECT NO. 22-008
DRAWING NUMBER
CFD-XXXX- A000 XXXXX
ELECTRONIC FILE NAME:
DRAWN BY:SMP
CHK'D BY: KAS
E-MAIL [e-mail]
mnPoan 0-D s Coxs DERIr1 NFnmrEa ITS-NOTBEv
NrmxAapry SH _, FEnIS
USEp FDRiHESPEGDCPROJECi Mari
SHEET TITLE
LANDSCAPE PLAN "A"
SHEET NO.
L1.01

DRAWING NUMBER
CFD-XXXXXX A000 -XXXXXX
N/F
DUKE ENERGY PROGRESS
PIN 0629626959
DB 015289, PG 02437
ZONING: WAKE COUNTY R-80
In
In
6
O
G
Z
N
c
z
G
o_
1 0
PLANT SCHEDULE AREA B
CANOPY TREES CODE COMMON NAME BOTANICAL NAME
BND Dumheat River Birch Betula nigro 'Duroheot'
• ONN Nuttall Oak Ouercus nuttollii
R R CODE COMMON NAME BOTANICAL NAME
CJJ Japanese Cedar Cryptomerio japonica
I'll 100
JVE Eastern Red Cedor Juniperus virginiana
TSP Green Giant Arborvitae Thuja standishii x plicata 'Green Giant'
CLL Leylandi Cypress x Cupressocyporis leylandii
UNNDER� TREES TRET EESjjEj EES CODE COMMON NAME BOTANICAL NAME
CCP Forest Pansy Redbud Cercis canadenais '--at Panay' TM
CFC Cherokee Princess Dogwood Comus Florida 'Cherokee Princess
POO Okame Cherry Prunus x okame
DECIDUOUS SHRUBS CODE COMMON NAME BOTANICAL NAME
CRAB American Beautyberry Callicarpa americans
EVERGREEN SHRUBS CODE COMMON NAME BOTANICAL NAME
CJCA Camellia Camellia japonica
{] ICBB Burford Chinese Holly Ilex comuta 'BurfordiT
O ICCC Carisso Holly Ilex comuta 'Corissa'
C) RISW Snow White Indian Hawthorn Rhaphiolepis indico 'Snow White'
LANDSCAPE LEGEND
20'TYPE C PERIMETER BUFFER
FOU NDATION LAN DSCAPE AREA
N
NC GRID I14ADa31
G0 15RAPHIC SCALE61)
I inch=30 k.
DUKE
ENERGY®
MAILING ADDRESS:
P.O. BOX 1007
CHARLOTTE, NC
Safety Expectations:
LLNES Reduce Risk
Z E R OIRemove Exposures to Hazards
INJURY Reinforce Safe Behavior
e0�00
ARCHITECTURE
1100 Dresser Court
Raleigh, NC 27609
Office 919.828.2301
Email [e-mail]
e 1 1
s
e
r WADAMs
The John R. McAdams Company, Inc.
621 Hillsborough Street
Suite 500
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
77 � 1977 � �
,8-4-2023
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
HOLLY SPRINGS
OPERATIONS
CENTER
DATE ISSUED: 7-14-2023
PROJECT STATUS: CONSTRUCTION
PROJECT NO. 22-008
DRAWING NUMBER
CFD-XXXX- A000 XXXXX
ELECTRONIC FILE NAME:
DRAWN BY:SMP
CHWD BY: KAS
E-MAIL: [e-mail]
NE vRowRn or ouxE Ex ENcr
M FIED.CDPIE URDISTRBUUDW iHESrEaf'CP'OJETi-IS ,
SHEET TITLE
LANDSCAPE PLAN "B"
xraf \ nKF9.
(—TltlaRlnnk—Illlka riwn
SHEET NO.
L1.02

FOOTBALL
120'
TYP.
ARBORTE
STAKE
io
4� Z
i �_ PLAN
N.T.S.
NOSES:
ARBORTE MATERIAL
1. ARE
TSEPARAL' nrzsT ovE w cuv saL wiTx SRI, SET TRUNK PLUMB ARBOR KNOT
E_ SHOULD SE S. OEM nwsxro cRAOE -ER SET.IH. 4R E'RE" 11 ERAROSTNALDTO '�BANi1 eE
u� is RAISED ABOVE D TREE SHALL HAVE SAME
AR3, ASO,EXPERT RELATIONSHIP TO FINISH
DIAMETER MINIMUM 3- (s cM) eA GRADE AS IT BORE TO
ix Au oTxERS PLASE Iry a TREE PREVIOUS EXISTING GRADE
TIE 'ITEM Dmoxs AxO sPEanc WOOD STAKE GROUND
MEEUINSTUMED SOIL ANCHOR DRIVEN INTO SUBGRADE 3" MULCH (TYP.)
5" SOIL SAUCER
A.
xaE vnTx J %/ ec TME aERiMErER or PLANTING MIX BACKFILL
TAPERED smss \\ + ' /� '• /-S•R(iWO-is cMO UEEPER IANrvs Ruxnrvc ArvD oURirvc DRr Rm,OOs.
\ \/ \\ \ \ \! DRMNA� SE, "ROM / / /
OVE - FINISH GRADE
DURING RAcxFlu PROCESS.CWPACT - ROOTSALL -I I I -
SET ROOT BAI 01 nMED RUN 1-1 AROUID RIOT
SOL wTx 12" MIN.
; '�' Ir=11 r12" MIN.
i0 PREwdT sETnxo OR uoxnr xnxD COMPACT PLANT MIX TO
TAM..
. PREVENT SETTLING �'�j��Lj'j
LOOSEN SUBGRADE AND
REMOVE IMPERVIOUS -
DEBRIS - -
NOTES: 12" MIN.
1. EVERGREEN TREES 2" CAL. OR SMALLER TO BE STAKED.
2. STAKING BASIS OF DESIGN PRODUCT: ARBORTIE OR APPROVED EQUAL.
3. STAKING TO BE REMOVED AFTER 2 GROWING SEASONS PER MANUFACTURER'S SPECIFICATIONS.
4. PROVIDE WATER CRYSTALS PER MANUFACTURER'S RECOMMENDATIONS FOR PINE TREES.
0 TREE INSTALLATION
1SCALE: 3/8"=V-0"
ORTIE
1"x9" S.Y.P.
KE STAIN
OR SELECTED
ARCHITECT
M RI
RANGE
SH GRADE
NOTES:
1. STAKING BASIS OF DESIGN PRODUCT: ARBORTIE OR APPROVED EQUAL,
2. STAKING FOR TREES 2" CAL. EA. TRUNK OR SMALLER.
3. REMOVE TREE STAKING AFTER 2 GROWING SEASONS PER MANUFACTURER'S
SPECIFICATIONS.
n'2 MULTI -TRUNK TREE INSTALLATION
%f SCALE: 3/8"=V-0"
CENTRAL LEADER (SEE
CROWN OBSERVATIONS
DETAIL.)
TRUNK CALIPER SHALL
ORIGINAL SLOPE
MEET ANSI Z60 CURRENT
SHOULD PASS
EDITION FOR ROOT BALL
SIZE.
THROUGH THE POINT
WHERE TRUNK BASE
MEETS
ROOT BALL MODIFIED AS
SUBSTRATE/SOIL.
REQUIRED
PRIOR TO MULCHING,
ROUND -TOPPED SOIL BERM
LIGHTLY TAMP SOIL
4" TALL BY 8" WIDE
AROUND ROOT BALL IN
ABOVE ROOT BALL
SURFACE SHALL BE
6" LIFTS TO BRACE
TREE. DO NOT OVER
CENTERED ON DOWNHILL
COMPACT. WHEN
SIDE OF ROOT BALL FOR
240'. BERM SHALL BEGIN
PLANTING HOLE HAS
BEEN BACKFILLED,
AT ROOT BALL PERIPHERY.
POUR WATER AROUND
ROOT BALL TO SETTLE
SOIL.
4" LAYER OF MULCH. NO
MORE THAN 1" OF MULCH ORIGINAL GRADE.
ON TOP OF ROOT BALL
(SEE SPECIFICATIONS FO
MULCH). BOTTOM OF ROOT BALL
RESTS ON EXISTING OR
Jx WIDEST RECOMPACTED SOIL.
MODIFIED SOIL. DEPTH DMENso
VARIES (SEE SOIL OF ROOT BAit
PREPARATION PLAN).
NOTES:
1. TREES SHALL BE OF QUALITY PRESCRIBED IN CROWN OBSERVATIONS AND ROOT
OBSERVATIONS DETAILS AND SPECIFICATIONS.
2. SEE SPECIFICATIONS FOR FURTHER REQUIREMENTS RELATED TO THIS DETAIL.
05 TREE ON SLOPE 5% (20:1) TO 50% (2:1) - MODIFIED SOIL
SCALE: N.T.5.
02 EVERGREEN TREE INSTALLATION
SCALE: 3/8"=1'-0"
To
PROMOTE runnnU CHARACTER OF cRowrx� / Ue DE. 011 AwxENr nxrsxeD
0/1 SHRUB INSTALLATION
4 SCALE: 3/8"=1'O"
4" MIN. PINE STRAW. PROVIDE 2"
CLEARANCE AROUND TRUNKS AND STEMS
SOIL BERM TO HOLD WATER
EXCAVATE ENTIRE BED SPECIFIED
FOR GROUNDCOVER PLANTING TO
A DEPTH OF 12"
FINISHED GRADE-
SCARIFY SIDES OF HOLE
TO 4" DEPTH MINIMUM.
PREPARED PIANTING SOIL
(SEE SPECIFICATIONS)
NOTES: I -,MffIIl` COMPACT PLANTING SOIL
1, AT PLANT BEDS, ENTIRE BED II -ITT BENEATH ROOTBALL
TO BE EXCAVATED TO RECEIVE
PLANTING SOIL AND PLANT
MATERIAL.
AC SHRUB PLANTING ON SLOPE
W ai SCALE: 3/4"=1'-0"
20'TYPE C BUFFER PLANTING DETAIL:
PLANT MATERIAL PER 100 LF SECTION
(MINIMUM)
1 TYPI E INCITY
SYMBOL
BOTANTICAL NAME
COMMON NAME
CAL HT
SCALE : 1' - 20'
-
REQUIRED PLANT MATERIAL PER 100LFSECTION:
10
CAS
CAMELLIA SASANQUA
SASANQUA CAMELLIA
18" 3GAL
(5) DECIDUOUS TREES PER 300'
1
6
CFC
IPF
CORNUS FLORIDA'CHEROKEE PRINCESS' CHEROKEE PRINCESS DOGWOOD
ILICIUM PARVIFLORUM YELLOW ANISE
1.5" 8'
18" 3 GAL
(20) SHRUBS PER 100'
3
INS
ILEX x'NELUE R. STEVENS'
NELLIE R. STEVENS HOLLY
-- 8'
(80%) EVERGREEN TREES AND SHRUBS
4
1VE
JUNIPERUSVIRGINIANA
EASTERN RED CEDAR
8'
DESIGNED PLANT MATERIAL PER 100 LF SECTION:
2
3
LT
MCWM
URIODENRON TULIPFERA
MYRICA CERIFERA
TULIP POPLAR
WAX MYRTLE
2" V
--- 30" 5GAL.
(5)DECID000S TREESIALPER'
PER
2
CIA
QUERCUS ALBA
WHITE OAK
2" 8'
(20) SHRUBS PER 100'
3
THOS
THUJA OCCIDENTALIS'SMARAGD'
EMERALD GREEN ARBORVITAE
-- 8'
(83%) EVERGREEN TREES AND SHRUBS
n-J TYPE C BUFFER TYPICAL DETAIL
%/ ff SCALE: 1"=20'
GENERAL LANDSCAPE NOTES:
1. A M TER NO METHOD F TR BE IN ACCORDANCE WITH THE
TOWN OF HOLLY SPRINGS AND THE STATE OF NORTH CAROLINA STANDARDS AND
SPECIFICATIONS.
2. CONTRACTOR IS RESPONSIBLE FOR THE SITE INSPECTION BEFORE LANDSCAPE
CONSTRUCTION AND INSTALLATION IN ORDER TO BECOME FAMILIAR WITH THE EXISTING
CONDITIONS.
3. LANDSCAPE CONTRACTOR 15 RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES
BEFORE BEGINNING DEMOLITION OR INSTALLATION.
4. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE
NOTES, SPECIFICATIONS, DRAWINGS OR SITE CONDITIONS FOR RESOLUTION PRIOR TO
INSTALLATION.
S. ANY DAMAGE TO UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
6. THIS PLAN IS FOR PLANTING PURPOSES ONLY. FOR INFORMATION REGARDING BUILDINGS,
GRADING, WALLS, ETC., REFER TO ARCHITECTURE, SITE AND GRADING PLANS.
7. VERIFICATION OF TOTAL PLANT QUANTITIES AS SHOWN IN THE PLANT SCHEDULE SHALL BE
TH E RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. ANY DISCREPANCIES SHALL BE
BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT.
8. CONTRACTOR TO ENSURE PROPER STABILIZATION AND SEEDING OF THE SITE IN
ACCORDANCE WITH APPLICABLE REGULATIONS.
9. LANDSCAPE MATERIAL SHALL BE WELL FORMED, VIGOROUS, GROWING SPECIMENS WITH
GROWTH TYPICAL OF VARIETIES SPECIFIED AND SHALL BE FREE FROM DAMAGE, INSECTS
AND DISEASES. MATERIAL SHALL EQUAL OR SURPASS#1 QUALITY AS DEFINED IN THE
CURRENT ISSUE OF "AMERICAN STANDARD FOR NURSERY STOCK" AS PUBLISHED BY THE
AMERICAN NURSERY & LANDSCAPE ASSOCIATION.
10. ALL PLANT MATERIAL IS TO BE CAREFULLY HANDLED BY THE ROOT BALL, NOT THE TRUNK,
BRANCHES AND/OR FOLIAGE OF THE PLANT. MISHANDLED PLANT MATERIAL MAY BE
REJECTED BY THE LANDSCAPE ARCHITECT.
11. ALL PLANT MATERIAL IS TO BE WELL ROOTED, NOT ROOT BOUND, SUCH THAT THE ROOT
BALL REMAINS INTACT THROUGHOUT THE PLANTING PROCESS. DEFICIENT PLANT MATERIAL
MAY BE REJECTED BY THE LANDSCAPE ARCHITECT OR OWNER.
12. ALL PLANTSTO BEA MINIMUM OF WHAT 15 SPECIFIED IN THE PLANT SCHEDULE. ANY
CHANGES OR SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT AND
GOVERNING JURISDICTION PRIOR TO ANY HOLE BEING DUG.
13. CONTRACTORTO COORDINATE WITH OWNER'S REPRESENTATIVE AND LANDSCAPE
ARCHITECT TO ESTABLISH THE EXTENTS OF MULCH/SEED/SOD IF NOT SPECIFICALLY SHOWN
ON PLANS.
14. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL PLANTING AREAS.
15. PROPOSED TREES TO BE PLANTED A MINIMUM IO FEET FROM ANY LIGHT POLE AS
MEASURED FROM TRUNK OF THE TREE TO THE POLE.
16. PROPOSED TREES TO BE PLANTED A MINIMUM 5 FEET FROM ANY FIRE HYDRANT AS
MEASURED FROM TRUNK OF THE TREE TO THE HYDRANT.
17. CONTRACTOR SHALL COMPLETE SOIL TEST IN ALL PLANTING AREAS TO DETERMINE SOIL
AMENDMENT REQUIREMENTS UNLESS WAIVED BY OWNER'S REPRESENTATIVE.
CONTRACTOR SHALL ADJUST PH AND FERTILITY BASED UPON THE SOIL TEST RESULTS.
18. TOPSOIL SHALL BE FREE OF MATERIAL LARGER THAN 1.0 INCH IN DIAMETER OR LENGTH
AND SHALL NOT CONTAIN SLAG, CINDERS, STONES, LUMPS OF SOIL, STICKS, ROOTS, TRASH,
OR OTHER EXTRANEOUS MATERIAL.
19. LOOSEN SUBGRADE/SURFACE SOIL TO A MINIMUM DEPTH OF 6 INCHES. APPLYSOIL
AMENDMENTS AND FERTILIZERS AS REQUIRED BY THE SOIL TEST RESULTS TO ACHIEVE A
HEALTHYGROWING MEDIA AND MIX THOROUGHLY INTO TOP 4 INCHES OF SOIL. SPREAD
PLANTING SOIL MIX TO A DEPTH OF 61NCHES BUT NOT LESS THAN REQUIRED TO MEET
FINISH GRADES AFTER NATURAL SETTLEMENT. DO NOT SPREAD IF PLANTING SOIL OR
SUBGRADE IS FROZEN, MUDDY, OR EXCESSIVELY WET.
20. IF IMPORTED TOPSOIL IS REQUIRED, THE SUBGRADE SHALL BE SCARIFIED OR TILLED TO A
DEPTH OF AT LEAST 61NCHES PRIOR TO INSTALLATION OF IMPORTED TOPSOIL. FOLLOWING
INSTALLATION OF IMPORTED TOPSOIL, THE TOPSOIL SHALL BE TILLED TO INTEGRATE THE
SOIL PROFILES.
21. PLANT MATERIALS ARE TO BE GUARANTEED FOR A PERIOD OF 12 MONTHS. PLANT
MATERIALS WHICH REMAIN UNHEALTHY WILL BE REPLACED BY THE LANDSCAPE
CONTRACTOR BEFORE THE EXPIRATION OF THE GUARANTEE PERIOD OR IMMEDIATELY IF 50
DIRECTED BY THE OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT.
22. ALL TREE PLANTINGS SHALL BE MULCHED TO A DEPTH OF 3 INCHES, AND WITH A MINIMUM
3 FOOT RADIUS FROM BASE OF TREE OR TO DRIPLINE. MULCH SHALL BE FREE OF TRASH
AND MAINTAINED WEED FREE. MULCH SHALL NOT COVER THE ROOT FLARE. CONFIRM
MULCH SPECIFICATIONS WITH OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT.
23. DO NOT PRUNE TREES AND SHRUBS BEFORE DELIVERY. PROTECT BARK, BRANCHES, AND
ROOT SYSTEMS FROM SUN SCALD, DRYING, SWEATING, WHIPPING, AND OTHER HANDLING
AND TYINGDAMAGE. DO NOT BEND OR BIND -TIE TREES OR SHRUBS IN SUCH A MANNER AS
TO DESTROY THEIR NATURAL SHAPE. PROVIDE PROTECTIVE COVERING OF EXTERIOR PLANTS
DURING DELIVERY. DO NOT DROP EXTERIOR PLANTS DURING DELIVERY AND HANDLING.
24. DELIVER EXTERIOR PLANTS AFTER PREPARATIONS FOR PLANTING HAVE BEEN COMPLETED
AND INSTALL IMMEDIATELY. IMMEDIATELY AFTER UNLOADING, STAND THE TREES UP TO
REDUCE THE RISK OF SUN SCALD. PROPERLY STAGED TREES ARE STANDING, UNTIED AND
SPACED. UNLESS IMMEDIATELY INSTALLED, SET EXTERIOR PLANTS AND TREES IN SHADE,
PROTECT FROM WEATHER AND MECHANICAL DAMAGE, AND KEEP ROOTS MOIST.
25, SEE LANDSCAPE DETAILS FOR TREE STAKING REQUIREMENTS.
26. EXCAVATEEDGES OF ALL PLANTING BEDSTO 2 INCH DEPTH TO FORMA NEATAND CRISP
DEFINITION.
27. CONTRACTOR SHALL REMOVE DEBRIS AND FINE GRADE ALL PLANTING AREAS PRIOR TO
INSTALLATION.
28. REMOVE GUY WIRES AND STAKES AT END OF WARRANTY PERIOD OR ESTABLISHMENT.
29. FINISHGRADING: GRADE PLANTING AREAS TO A SMOOTH, UNIFORM SURFACE PLANE WITH
LOOSE, UNIFORMLY FINE TEXTURE. GRADE TO WITHIN PLUS OR MINUS 1/2 INCH OF FINISH
ELEVATION. ROLL AND RAKE, REMOVE RIDGES, AND FILL DEPRESSIONS TO MEET FINISH
GRADES. LIMIT FINISHED GRADING TO AREAS THAT CAN BE PLANTED IN THE IMMEDIATE
FUTURE.
WARRANTY & MAINTENANCE:
1. WARRANTY: INSTALLER SHALL REPAIR OR REPLACE ANY PLANTINGS
THAT FAIL IN MATERIALS, WORKMANSHIP, OR GROWTH WITHIN ONE
YEAR AFTER THE DATE OF SUBSTANTIAL COMPLETION. FAILURES
INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING:
• DEATH AND UNSATISFACTORY GROWTH, EXCEPT FOR DEFECTS
RESULTING FROM LACK OF ADEQUATE MAINTENANCE,
NEGLECT, ABUSE BY OWNER, OR INCIDENTS THATARE BEYOND
CONTRACTOR'S CONTROL.
• STRUCTURAL FAILURES INCLUDING PLANTINGS FALLING OR
BLOWING OVER.
2. MAINTENANCE: INITIAL MAINTENANCE SHALL BE PROVIDED
IMMEDIATELY AFTER EACH AREA IS PLANTED AND CONTINUE UNTIL
SUBSTANTIAL COMPLETION. UPON SUBSTANTIAL COMPLETION,
MAINTENANCE FOR ALL PLANT MATERIAL SHALL BE PROVIDED FOR
ONE YEAR AT A MINIMUM SHALL INCLUDE:
• TREE AND SHRUB MAINTENANCE: MAINTAIN PLANTINGS BY
PRUNING, CULTIVATING, WATERING, WEEDING, FERTILIZING,
RESTORING PLANTING SAUCERS, AND RESETTING TO PROPER
GRADES OR VERTICAL POSITION, AS REQUIRED TO ESTABLISH
HEALTHY, VIABLE PLANTINGS. SPRAY OR TREAT AS REQUIRED TO
KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE.
• GROUND COVER AND PLANT MAINTENANCE: MAINTAINAND
ESTABLISH PLANTINGS BY WATERING, WEEDING, FERTILIZING,
MULCHING, AND OTHER OPERATIONS AS REQUIRED TO
ESTABLISH HEALTHY, VIABLE PLANTINGS.
• PROTECT EXTERIOR PLANTS FROM DAMAGE DUE TO LANDSCAPE
OPERATIONS, OPERATIONS BY OTHER CONTRACTORS AND
TRADES, AND OTHERS. MAINTAIN PROTECTION DURING
INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR, OR
REPLACE DAMAGED PLANTINGS.
DRAWING NUMBER
CFD-XXXXXX A000 -XXXXXX
V
DUKE
ENERGY®
MAILING ADDRESS:
P.O. BOX 1007
CHARLOTTE, INC
Safety Expectations:
9�LNESReduce Rill
Remove Exposures to Hazards
Reinforce Safe Behavior
ARCHITECTURE
1100 Dresser Court
Raleigh, NC 27609
Office 919.828.2301
Email [e-mail]
J
MCADAMS
The John R. McAdams Company, Inc.
621 Hillsborough Street
Suite 500
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
11977 -; fIE
�i'.O' •DY: �
• ....
R I T ONA. 8-4-2023
FINAL DESIGN - NOT RELEASED
FOR CONSTRUCTION
HOLLY SPRINGS
OPERATIONS
CENTER
DATE ISSUED: 7-14-2023
PROJECT STATUS: CONSTRUCTION
PROJECT NO. 22-008
DRAWING NUMBER
CFD-XXXX- A000 XXXXX
ELECTRONIC FILE NAME:
DRAWN BY:SMP
CHICO BY: KAS
E-MAIL: [e-mail]
WFfCPPTKKV u+o isaxsoomE�>IEairslwxm Y
SHEET TITLE
LANDSCAPE NOTES
& DETAILS
SHEET NO.
L1.03

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I
Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
Road `K 0.3 fc 1 2.1 fc 1 0.0 fc N/A I N/A
—MW91llllWlllll
wwe�.:t
MICRO LED ROADWAY
.ppll�ee,s
IAMB Den Sq Mmkl
s,raa
Fyn r.ua: Lfo (wm,e)
Waa..: so wame)o w.m
rYm p,Mn3 ESNs vceII, III.V
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DUKE
ENEERGY.
Schedule
Symbol
Label
ouan4ty
Dmcdption
Number
Lamps
Lumens Per Lamp
Light Lone Factor
A
4
LED 70. Roadway - Type 11 - 3000K
1
7776
0.65
LIGHTING DESIGN TOLERANCE PROPRIETARY & CONFIDENTIAL CINDER STATION ROAD
The calculated footcandle light levels in this lighting design DUKE This document together with the concepts and designs presented herein, Holly Springs, NC
e predicted values and are based on specific information presented as an Instrument of service is the sole property of Duke
that has been supplied to Duke Energy. Any inaccuracies in Energy, and is intended only for the specific purpose and prospective SITE LIGHTING ARRANGEMENT
the supplied information, differences in luminaire installation, client as stated in the title block of this drawing. Any use, copying, Designed b DUKE ENERGY PROGRESS LIGHTING SOLUTIONS
DISTANCE CALIBRATION (INCHES) lighted area geometry including elevation differences, reflective reproduction or disclosure of the drawing, design or any information g y
properties of surrounding surfaces, obstructions (foliage or E N E R Y contained herein by the prospective oaetomer or other entiaea, including Reviewed by N. Johnson Scale 1" = 50'
otherwise) in the lighted a a, or lighting from source other ® without limitation, architects, engineers, o equipment manufacturers is
2. D 3. o + o than listed in this design may produce different �esults from hereby expressly prohibited and shall not be permitted absent prior Date �%%26�21)23 S1Ze Drawing S1ZC "D"
the predicted values. Normal tolerances of voltage, lamp PROGRESS written consent from, and payment of compensation to Duke Energy.
output, and ballast and luminaire manufacture will also affect Duke Energy disclaims any liability o responsibility for any Description LED Roadway
NO. DATE REVISION BY results. unauthorized use of or reliance on this document. Drawing No. 23-0321A Sht. I OF I

SECTION 11.00
RECLAIMED WATER DISTRIBUTION SYSTEM
TABLE OF CONTENTS
11.00 GENERAL
11.01 RECLAIMED WATER DISTRIBUTION PIPE
A. Design
B. Materials
C. Installation
11.02 VALVES AND APPURTENANCES
A. Valves
B. Appurtenances
11.03 RECLAIMED WATER SERVICE TAPS
A. Design
B. Materials
11.04 RECLAIMED WATER IRRIGATION SYSTEMS
A. General
B. Designs
C. Street Crossing
D. Bose Bibs
E. Rain Sensors
11.05 TESTING AND INSPECTION
A. General
B. Testing
C. Inspection
D. Cross Connection Control
11.06 REPAIR OF RECLAIMED WATER SYSTEM
s���l _
Asa
D
2015 ED&CS 1(-1 Supp # 9 Dec. 2023

11.00 GENERAL
A. All aspects of the design and construction of any portion of the reclaimed water
distribution system shall, at a minimum, meet the requirements of the North
Carolina Department of Environmental Quality (NCDEQ) Division of Water
Resources (DWR). Requirements presented in the Town of Holly Springs
Standard Specifications hereunder that are more restrictive or go above and
beyond the requirements of DWR are required by the Town of Holly Springs.
B. All Reclaimed water systems must be designed per North Carolina
Administrative Code Title 15A (15A NCAC) — Environmental Quality,
Subchapters 02T, 02U, and 18C latest revisions, the governing regulations.
C. Extensions of the existing reclaimed water distribution system must adhere to
any and all Policy Statements and/or Master Plans pertaining to the reclaimed
water distribution system and receive prior approval from the Executive
Director of Utilities and Infrastructure Services, prior to consideration.
D. Reclaimed water main extensions may require a detailed hydraulic report,
signed and sealed by a North Carolina Professional Engineer, be submitted to
the Executive Director of Utilities and Infrastructure Services and receive
approval prior to construction drawing submittal.
E. All utility extension permits must be obtained prior to construction. Refer to
the Town Code of Ordinances Section 16 for further requirements.
F. Reclaimed water shall be utilized and distributed in accordance with 15A
NCAC 02U Sections .0500 through 0.0700.
G. Any reclaimed water that leaves the reclaimed water distribution system other
than by means of a properly permitted use must be disposed of into the Town
of Holly Springs sanitary sewer system. This includes any reclaimed water line
flushing, and/or line breaks unless otherwise allowed by NCDEQ
rules. Deminimus runoff from distribution air relief valves and blow -off is
deemed permitted per NCDEQ rules. Any reclaimed water that is not a properly
permitted use or sent to a sanitary sewer must be reported and handled as if it
were a wastewater spill.
11.01 RECLAIMED WATER DISTRIBUTION PIPE
All new irrigation systems located within the Town's reclaimed service area desiring to
obtain water service for such system from the Town must connect to the reclaimed water
system, if reclaimed water is available to the property. Design must be in accordance with
Chapter 16 Article IV of the Holly Springs Town Code of Ordinances. These areas are
shown on the Reclaimed Water Distribution Service Area Map located on the Town's
website.
2015 ED&CS 11-2 Supp # 9 Dec. 2023

A. DESIGN
1. Location: Reclaimed water lines shall be extended along the roadway to the
adjacent property line. All public reclaimed water mains shall be located within
dedicated right of way or dedicated easements with a minimum width of 20
feet. See Section 2.10 for allowable landscape plantings within a Town of
Holly Springs easement.
2. Sizing: Reclaimed water mains shall be sized in accordance with good design
procedures to provide adequate pressures throughout the system or as directed
by the Executive Director of Utilities and Infrastructure Services. The
minimum pipe size for reclaimed water mains shall be 4 inches in accordance
with the reclaim hydraulic model.
3. Installation: All utility extension permits must be obtained prior to construction
utilizing appropriate application forms from NCDEQ and/or the town. All
reclaimed water mains shall have a minimum cover of 4 feet measured from the
top of the pipe to the finished grade. When reclaimed water mains are installed
along a roadway which does not have curb and gutter, the reclaimed water main
shall be installed at sufficient depth to prevent conflict with future road
improvements or vertical alignment changes.
4. Relation to Potable Water Mains and Other Utilities
a) Reclaimed water distribution lines shall be located at least 10-feet
horizontally from any water line, unless local conditions or barriers prevent
a 10-foot lateral separation. If these separation distances cannot be met, the
piping and integrity testing procedures shall meet water main standards in
accordance with 15A NCAC 18C. Reclaimed water distribution lines shall
meet the separation distances to sewer lines in accordance with 15A NCAC
02T .0305.
b) Reclaimed water mains should only cross sanitary sewer mains or potable
water mains at an approximate 90 degree angle.
d) The minimum separation between reclaimed water mains and storm sewer
mains must be either 5 feet horizontal or 2 feet horizontal with a vertical
separation of 24 inches unless otherwise approved by the Executive
Director of Utilities and Infrastructure Services. Where storm sewers cross
reclaimed water with a vertical separation of less than 24 inches the segment
of reclaimed water pipe shall be ductile iron pipe at least one whole pipe
length from the crossing point with joints equivalent to water main
standards.
2015 ED&CS 11-3 Supp # 9 Dec. 2023

e) Where reclaim water main crosses under storm sewer main with a vertical
separation less than 24 inches then reclaim water must be ductile iron
minimum of 10 feet each side of crossing and properly marked as reclaim.
f) Where sanitary sewer crosses reclaimed mains, a vertical separation of 18
inches must be maintained.
g) Reclaimed water distribution lines shall not be less than 50 ft from a well
unless the piping and integrity testing procedures meet water main
standards, but in no case shall they be less than 25 feet from a private well
or 50 ft from a public well.
5. Identification of Reclaimed Piping
a. General:
i. All new distribution piping in the reclaimed water system, including
service lines, valves and other appurtenances should either be colored
purple (Pantone 522 or similar) and embossed or be integrally
stamped/marked "CAUTION: RECLAIMED WATER — DO NOT
DRINK," or be installed with a purple identification tape, and a purple
polyethylene vinyl wrap.
b) PolyeLhylene Wrap: Buried ductile iron pipe and fittings shall be wrapped
with a purple colored polyethylene membrane conforming to ANSI A21.5,
and installed in accordance with AWWA C105. The polyethylene sheets
shall be 8 mils thick, minimum, and be colored purple (Pantone 522 or
similar).
c) Tracer Wire: Tracer wire shall be installed on all reclaimed piping. Tracer
wire shall be installed as shown in the Details. Approved Wire Connectors
shall be used to attach wire together.
d) Identification Tape:
i. Identification tape should be prepared with white or black printing on a
purple field (Pantone 522 or similar) having the words
"CAUTION: RECLAIMED WATER — DO NOT DRINK." The
overall width of the tape should be at least 3 inches.
ii. Identification tape should be installed on the top of the distribution
piping longitudinally and should be centered over the pipe. The
identification should be continuous in its coverage on the pipe and
should be fastened to each pipe length no more than 10 feet apart. Tape
attached to sections of pipe before they are placed in the trench should
2015 ED&CS 11-4 Supp # 9 Dec. 2023

have flaps sufficient for continuous coverage. Other satisfactory means
of securing the tape during backfill of the trench may be used if suitable
for the work, as determined by the Executive Director of Utilities and
Infrastructure Services.
iii. The identification tape differentiating the reclaimed water piping from
other utility lines should be consistent throughout the service area.
e) Signage:
i. The public shall be notified of the use of reclaimed water.
ii. Advisory signs shall be posted around reclaimed water irrigation
activities in public areas, adjacent to ponds used to store reclaimed
water in public areas, and at decorative water features that use
reclaimed water.
iii. All advisory signs should be colored purple (Pantone 522 or
similar), should read "CAUTION: RECLAIMED WATER — DO
NOT DRINK," The sign shall reference the TOHS Utilities and
Infrastructure Services Department. Additionally, signage shall
provide emergency number of 919-577-1090 and the Town's
website.
B. MATERIALS
1. Material: All reclaimed water main distribution pipe 4" thru 12" diameter shall be
C900 PVC pipe. All reclaimed water main distribution pipe greater than 12"
diameter shall be C905 PVC. Ductile Iron Pipe shall only be used in special cases
and with the Executive Director of Utilities and Infrastructure Services approval.
New manufacturers must submit requests for approval to the Executive Director of
Utilities and Infrastructure Services. Additional information such as catalogs, list
of installations in the area or material samples may be required. A written response
will be mailed to the applicant accepting or rejecting the product within 90 days of
the receipt of all necessary information.
2. Ductile Iron Pipe:
a) This material shall only be used for reclaimed water lines with Executive
Director of Utilities and Infrastructure Services' approval.
b) Buried ductile iron pipe and fittings shall be wrapped with a purple colored
polyethylene membrane conforming to ANSI A21.5, and installed in
accordance with AWWA C105. The polyethylene sheets shall be 8 mils thick,
minimum, and be colored purple (Pantone 522 or similar).
c) Ductile iron pipe shall be designed and manufactured in accordance with
AWWA C150 and C151. The minimum required pressure ratings for ductile
iron pipe installed at a Type 2 laying condition are tabulated below. For all
2015 ED&CS 11-5 Supp # 9 Dec. 2023

other installations other than specified, the laying condition or the minimum
pressure class rating shall be increased in accordance with AWWA C151.
Pipe Diameter
Depth of Cover
Pressure Class
6-8 -inch
3-20 feet
350 psi
10-12 -inch
3-14 feet
350 psi
14-20 -inch
3-10 feet
250 psi
24-64 -inch
3 - 8 feet
150 psi
d) Pipe joints shall be of the push -on type as per AWWA C111. Pipe lining shall
be cement mortar with a seal coat of bituminous material in accordance with
AWWA C104. Galvanized steel pipe will not be allowed as a material for
reclaimed water mains or reclaimed water service lines.
3. PVC Pipe:
a) PVC pipe (4" to 12") shall be designed and manufactured in accordance with
AWWA C900. PVC pipe larger than 12" shall be designed and manufactured
in accordance with AWWA C905. The PVC pipe shall be made of virgin PVC
resin that provides chemical and physical properties that meet or exceed cell
class 12454-B as defined in ASTM D1784. All PVC pipe shall be supplied in
standard laying lengths of 20 feet. Pipe shall be furnished in factory packaged
units, with each joint plainly marked with the manufacturer's name, pressure
class, size, etc. PVC pipe shall have integral wall, bell and spigot joints
fabricated with elastomeric gaskets that meet or exceed the performance
requirements of ASTM D3139 and F477. Fittings used on PVC pipe shall be
AWWA C153 compact ductile iron fittings.
b) All PVC pipe supplied for reclaimed water applications shall be color coded
purple (Pantone 522 or similar) as required by15A NCAC 02U — Reclaimed
Water).
c) Furnish pipe for the following minimum pressure classes as indicated. Diameter
4"-12", C900 Pressure Class 150, SDR 18 Diameter 14" and larger, C905
Pressure Class 165, DR18.
4. Steel Encasement for reclaimed water pipes are required for the following Street
Classifications to avoid traffic disruption in the future:
• Controlled Access Highway
For carrier pipes that employ cathodic protection anticorrosion systems, the
carrier and casing pipes shall be effectively insulated from one another. Carrier
and casing shall be cathodically protected as a unit.
See Section 5.03 Boring and Jacking for more casing pipe size requirements.
2015 ED&CS 11-6 Supp # 9 Dec. 2023

C. INSTALLATION
1. Ductile iron pipe shall be installed in accordance with the requirements of AWWA
C600 and the Ductile Iron Pipe Handbook published by the Ductile Iron Pipe
Research Association. At a minimum, all ductile iron pipe shall be installed at a
Type 2 laying condition as specified by AWWA C600.
2. PVC pipe shall be installed in accordance with AWWA C605. At a minimum, all
PVC pipe shall be installed at a Type 3 laying condition as specified by AWWA
C605.
3. Materials at all times shall be handled with mechanical equipment or in such a
manner to protect them from damage. At no time shall pipe and fittings be dropped
or pushed into ditches.
4. Pipe and fitting interiors shall be protected from foreign matter and shall be
inspected for damage and defects prior to installation. In the event foreign matter
is present in pipe and fittings, it shall be removed before installation. Open ends of
pipe shall be plugged or capped when pipe laying is not in progress.
5. All pipes shall be in nominal lengths of eighteen or twenty feet and shall be installed
with at least 48 inches of cover below the finished subgrade. Pipe shall be laid on
true lines as directed by the Executive Director of Utilities and Infrastructure
Services. Trenches shall be sufficiently wide to adjust the alignment. Bell holes
shall be dug at each joint to permit proper joint assembly. The pipe shall be laid
and adjusted so that the alignment with the next succeeding joint will be centered
in the joint and the entire pipeline will be in continuous alignment both horizontally
and vertically. Pipe joints shall be fitted so that a thoroughly watertight joint will
result. All joints will be made in conformance with the manufacturer's
recommendations for the type of joint selected. All transition joints between
different types of pipe shall be made with transition couplings approved on shop
drawings showing the complete assembly to scale.
6. Prior to beginning construction, the Contractor shall contact local utility companies
and verify the location of existing utilities. The Contractor shall be completely and
solely responsible for locating all existing buried utilities inside the construction
zone before beginning excavation. The Contractor shall be solely responsible for
scheduling and coordinating the utility location work. When an existing utility is
in conflict with construction, it shall be exposed prior to beginning construction to
prevent damage to the existing utility.
7. Valves in the existing Town of Holly Springs water system shall not be operated
without a minimum notice of 24 hours to the Executive Director of Utilities and
Infrastructure Services and the Director of Public Utilities. The Contractor shall
2015 ED&CS 11-7 Supp # 9 Dec. 2023

operate valves only in accordance with Town of Holly Springs Engineering Design
and Construction Standards.
11.02 VALVES AND APPURTENANCES
A. VALVES
1. General
a) Valves shall be installed on all branches from feeder reclaimed water mains
according to the following schedule: 4 valves at crosses; 3 valves at tees. When
a loop section of reclaimed water line is connected back into the feeder
reclaimed water main within a distance of 200 feet or less, only one valve will
be required in the feeder reclaimed main. Reclaimed water main extensions or
mains extending at a project phase line shall include a valve and one additional
standard length of pipe with a cap and a temporary blow -off assembly.
b) Where no reclaimed water line intersections are existing, a main line valve shall
be installed at every 100 feet per 1-inch diameter main up to a distance of 1000
feet between valves. In addition, the Town of Holly Springs reserves the right
to require additional isolation valves where necessary for efficient operation
and maintenance.
c) Valves shall be properly located, operable and at the correct elevation. All
valves and reducers shall be rodded to the tee or cross if one is located within
10 feet as shown in the Details. If reducers cannot be rodded, concrete blocking
or other restraining methods will be required. The maximum depth of the valve
nut shall be 5 feet. When valve extension kits are used, they must be
manufactured by the same company which manufactured the valve.
2. Combination Air Valves
a) Combination air valves shall be installed at all high points of reclaimed water
lines 12" inches in diameter or larger and at other locations as directed by the
Town of Holly Springs. The reclaimed water main shall be installed at a grade
which will allow the air to migrate to a high point where the air can be released
through an air valve. A minimum pipe slope of 1 foot in 500 feet should be
maintained. The valve shall have a minimum two (2) inch NPT inlet and 200-
PSIG working pressure. Combination air valves shall be sized by the Engineer
and approved by the Town of Holly Springs.
b) Combination air valves shall be of the single housing style that combines the
operation of both an air/vacuum and air release valve. The valve must meet the
requirements of AWWA C512 and be installed in accordance with the Details.
2015 ED&CS 11-8 Supp # 9 Dec. 2023

c) Manholes installed for the combination air valves shall meet all requirements
of Section 7.00.
3. Gate Valves
a) Gate valves 2 inches and greater shall meet all requirements of AWWA C500
for a working pressure of 200 psi. All gate valves shall be mechanical joint
with iron body, bronze mounting double disc parallel seat type with a non -rising
stem and open left with a double O-ring seal.
b) Gate valves, up to and including 12 inches, shall be installed in a vertical
position.
c) Gate Valves 16 inches and larger must be approved by the Executive Director
of Utilities and Infrastructure Services. They may be installed horizontally and
equipped with bevel gears, grease case, rollers, tracks scrapers, and a bypass
located on the side of the body (fully revolving disc valves shall not require
rollers), or vertically and be equipped with spur gears enclosed in a grease case
and with a bypass located on the side of the body. In either case, the roller and
scraper operators shall be installed in a manhole that meets all requirements of
Section 7.00.
4. Resilient Seat Wedge Gate Valves: Resilient seat wedge gate valves shall be
manufactured in accordance with AWWA C509 for a working pressure of 200
psi. All shall be mechanical joint with iron body, open left with a non -rising stem
and two O-ring stem seals. All ferrous surfaces, both inside and outside, shall be
protected by a fusion -bonded epoxy coating.
5. Butterfly Valves: Butterfly Valves may be installed in reclaimed water mains 24
inches or greater with the permission of the Executive Director of Utilities and
Infrastructure Services. All butterfly valves shall meet the requirements of AWWA
C504 with mechanical joints, 2 inch open left operating nut. Valves installed on
reclaimed waterlines at depths greater than 6' (measured to top of pipe) shall be
installed in a manhole (see Section 7.00) as shown in the Details. Valves
designated by the Town of Holly Springs to potentially have a remote actuator shall
be installed in a manhole (see Section 7.00) as shown in the Details.
6. Valve Boxes
a) Valve boxes shall be cast iron, screw or telescopic type, with a 5-inch
opening. Valve box ring adjustments will not be allowed. All valve boxes shall
be furnished with an approved operating key which shall allow operation by
authorized personnel only.
b) Valve box covers shall be square in shape (NOT round) and shall be designed
for AASHTO H-20 truck loadings. All valve box covers shall be of non-
2015 ED&CS 11-9 Supp # 9 Dec. 2023

interchangeable shape with potable water covers, and cast on the top surface
with a recognizable inscription indicating "Reclaimed Water". All valve box
covers shall be painted purple (Pantone 522 or similar).
c) The valve box shall be centered over the wrench nut and seated on compacted
backfill without touching the valve assembly. All valve boxes shall be encased
in a trowel finished 2' x 2' x 6" pad of 3000-psi concrete beneath the asphalt
with the cover flush with the top of the pavement or flush with the finished
grade. Precast concrete valve box encasements may not be used for valve box
encasement outside of paved areas. The maximum depth of the valve nut shall
be 5 feet. When valve extension kits are used, they must be manufactured by
the same company that manufactured the valve.
B. APPURTENANCES
1. Pipe Fittings: Pipe fittings shall be castor ductile iron designed and manufactured as
per AWWA C110. Sizes of fittings up to and including 12 inches shall be designed for an
internal pressure of 250 psi, and larger size fittings shall be designed for an internal pressure
of 150 psi. Compact ductile iron mechanical joint fittings designed and manufactured as
per AWWA C111 are also acceptable. Joints for fittings shall be mechanical and lined
with cement mortar with a seal coat of bituminous material, all in accordance with AWWA
C 104.
2. Blowoffs
a) Blowoffs installed at the end of cul-de-sacs shall be a minimum of 2
inches. Blowoffs installed on transmission and distribution mains shall be a
minimum of 2 inches. Where there is not sufficient pressure to thoroughly flush
the system, a larger blowoff will be required.
b) Blowoff assemblies shall be constructed as shown in the Details. The valves
shall be gate type with a non -rising stem and a 2-inch operating nut, O-ring
seals and screwed ends. A full-size valve is required on mains that are planned
to be extended.
c) Blowoffs shall be directed in a non -erosive manner to a stabilized grassed area
at least 50 ft. from a jurisdictional feature or directed into the closest sanitary
sewer manhole. Blowoffs installed at the end of cul-de-sacs should be tied into
a sanitary sewer manhole where available.
3. Thrust Restraint: Reaction blocking for all fittings or components subject to
hydrostatic thrust shall be securely anchored by the use of concrete thrust blocks poured in
place or restrained joint piping as described below
a. Concrete thrust blocks shall be poured in place with reaction areas as shown in
the Details. No concrete shall interfere with the removal of fittings. Material
for reaction blocking shall be 3000 psi concrete. A minimum 4 mil plastic shall
2015 ED&CS 11-10 Supp # 9 Dec. 2023

cover the fitting to ensure that no concrete will interfere with removal of the
fitting.
b. PVC Bell Joint Restraint - All PVC bell joints shall be restrained for both C900
and C905 PVC pipe. The bell joint restraint shall consist of either an approved
restrained PVC joint provided by the same manufacturer of the PVC pipe or an
approved bell joint restraint harness. All bell joint restraint harness assemblies
shall be made of ductile iron pipe (DIP), coated with a manufacturer applied
epoxy coating or polyester powder coating, including stainless steel bolts, nuts
and rods. The bell joint restraint harness shall be manufacturer approved for
use with PVC pipe and rated for at least 200-psi with a 3:1 safety factor.
c. All valves and fittings shall be restrained to C900 or C905 pipe with an
approved wedge action retainer gland or other approved restraining method. All
DIP fittings for reclaimed water use shall be identified by purple painting or
wrapping with polyethylene wrap (Pantone 522 or similar). Alternative
restraining methods and mechanical joint restraints may be used upon approval
by the Executive Director of Utilities and Infrastructure Services.
11.03 RECLAIMED WATER SERVICE TAPS
A. DESIGN
1. Individual reclaimed water services, and multiple branch services, shall be provided
from the reclaimed water main to each reclaimed water meter for single customer
locations in accordance with the Details. All connections shall be made by wet
taps. Service connections shall be made perpendicular to the reclaimed water main
and shall run straight to the reclaimed water meter.
2. All reclaimed water meter boxes and vaults shall be located at the edge of the
serviced lot's right of way or easement. Reclaimed water meter boxes shall not be
placed in streets, sidewalks, parking areas or obstructed by fencing or
buildings. Exceptions to these conditions will be at the direction of the Executive
Director of Utilities and Infrastructure Services.
3. Service taps to existing reclaimed water mains shall be made by the Town of Holly
Springs. Service taps to new reclaimed water mains shall be made by the Contractor
in accordance with the Specifications.
4. Water meters shall be sized based on applicant water budget calculations using the
approved method. Water meter size shall be determined from the following table;
or as otherwise specified by the Executive Director of Utilities and Infrastructure
Services. Multiple branch services size shall be determined by the designer.
2015 ED&CS 11-11 Supp # 9 Dec. 2023

METER SIZING GUIDE
Meter Size
Flow Range
inches
GPM
3/4" PD
0 - 20
1" PD
20 - 50
11/2" PD
50 - 100
2" C
100 - 200
3" C
200 - 400
4" C
400 - 600
PD = Positive Displacement
T = Turbine (may be required on a case -by -case basis)
C = Compound (must be sized on a case -by -case basis)
5. Service taps greater than 2 inches shall be made by a Contractor of the Developer.
B. MATERIALS
Direct taps shall not be allowed on C900 or C905 PVC mains. The maximum
allowable size for saddle taps is 2". All taps larger than 2-inches shall be installed
by inline fittings or tapping sleeves. All tapping of C900 or C905 PVC mains shall
be implemented with shell type cutting tools classified for use with PVC pipe that
retains the coupon cut while penetrating the pipe wall, use of twist drill bits and
auger bits shall be prohibited.
The maximum size of direct taps without a fitting, tapping sleeve or saddle for
ductile iron mains shall be as follows:
Main Size inches
Tap Size inches
4" main
3/4" to
6" main
1" to
8" main
1 1 /4" to
10" main
1 1 /2" to
12" main
2" to
2. Tapping Sleeves: Tapping Sleeves shall be made of either cast iron or stainless
steel. The sleeve shall be two-piece with mechanical joint to the main line and
flanged to the tapping valve. Cast iron shall meet AWWA C110
2015 ED&CS 11-12 Supp # 9 Dec. 2023

specifications. Stainless steel shall meet AWWA C223 specifications. All sleeves
shall require full circumferential gasket. All tapping sleeves shall be manufactured
and approved for installation on the specific main line pipe material (DIP, C900,
C905).
3. Tapping Saddles: Tapping Saddles shall be used on reclaimed water mains 16
inches and larger. Saddles shall be made of ductile iron providing a factor of safety
of 2.5 with a working pressure of 250 psi. Saddles shall be equipped with an
AWWA C110 flange connection on the branch. Sealing gaskets shall be O-ring
type, high quality molded rubber having an approximate 70 durometer hardness,
placed into a groove on the curved surface of the saddles. Straps shall be alloy
steel. The maximum size saddle outlet for each size of pipe to be tapped shall be
as follows:
Size pipe
to be tapped
Maximum size
Saddle Outlet
16"
8"
18"
8"
20'
10"
24" and larger
12"
4. Corporation Stops: Corporation Stops shall be ball type, made of brass and
complete with a compression or flared coupling and AWWA Standard threads as
per AWWA C800. Taps shall be located at 10:00 or 2:00 o'clock on the
circumference of the pipe. Service taps shall be staggered alternating from one side
of the reclaimed water main to the other and at least 12 inches apart. The taps must
be a minimum of 24 inches apart if they are on the same side of the pipe. No burned
taps will be allowed and each corporation stop will be wrapped with Teflon tape
for ductile iron pipe reclaimed water mains. No tapping shall be made where
rodding is placed.
5. Service Saddles: Service saddles shall be bronze body (85-5-5 waterworks brass)
and double strap for taps with silicon bronze nuts conforming to ASTM A98 and
factory installed grade 60 rubber gaskets. Service saddles shall be approved by the
manufacturer for use on C900/C905 PVC mains.
6. Service Tubing: Copper service tubing shall be type K soft copper tubing per
ASTM B88. No union shall be used in the installation of the service connection of
100-feet or less. The longest available length of service line shall be used with no
unions (e.g. for 3/4 inch, only 1 union will be allowed for each 100 foot
section). Unions shall be made with flare or compression type couplings. Copper
service tubing shall be installed reclaimed locating tape, spirally wrapped from the
tap through the setter.
7. Coppersetters for 1/4 and 1-inch Reclaimed Water Services: All 1/4 and 1-inch
reclaimed water services shall be installed with coppersetters as shown in the
2015 ED&CS 11-13 Supp # 9 Dec. 2023

Details. All coppersetters shall be as manufactured by Mueller or Ford at the
dimensions shown in the Details. All coppersetters shall be installed with a
lockable angle ball valve assembly and outlet angle check valve on all size
setters. Coppersetters shall be installed with flare fittings and all coppersetter
assemblies shall be provided as shown in the Details with galvanized brace pipes
for additional stability. All installations shall provide the coppersetter properly
aligned with the meter box reader lid such that the meter is clearly visible below
the reader lid.
8. Meter Boxes for 3/4-inch services: 3/4-inch meter boxes shall be light weight polymer
concrete as shown in the Details. Meter boxes for 3/4-inch reclaimed water services
shall provide a cover opening of 11 X 18 inches and boxes shall measure at least
18-inches in depth. Meter boxes and covers shall be rated for "heavy duty" uses,
such as alleys, driveways, parking lots, etc. Standard meter box covers shall not
bolt down to the box. The box interior walls and covers shall be consistently color -
coded purple (Pantone 522 or similar). All covers shall include a 4 X 6 inch cast
iron reader lid with the words "RECLAIMED WATER — DO NOT DRINK" cast
into the lid in 1-1/2" tall lettering. The Town of Holly Springs reserves the right to
require all meter box covers to include brackets and housing for "ITRON"
compatible transponders for automated meter reading systems. All meter boxes
and covers shall be installed as shown in the Details.
9. Meter boxes for 1-inch services: 1-inch meter boxes shall be light weight polymer
concrete as shown in the Details. Meter boxes for 1-inch reclaimed water services
shall provide a cover opening of 11 X 18 inches and boxes shall measure at least
18-inch in depth. Meter boxes and covers shall be rated for "heavy duty" uses, such
as alleys, driveways, parking lots, etc. Standard meter box covers shall not bolt
down to the box. The box interior walls and covers shall be consistently color -
coded purple (Pantone 522 or similar). All covers shall include a 4 X 6 inch cast
iron reader lid with the words "RECLAIMED WATER — DO NOT DRINK" cast
into the lid in 11/2" tall lettering. The Town of Holly Springs reserves the right to
require all meter box covers to include brackets and housing for "ITRON"
compatible transponders for automated meter reading systems. All meter boxes
and covers shall be installed as shown in the Details.
10. Meter boxes for 1'/2 and 2-inch services: 1 1/2" and 2" meter boxes shall be light
weight polymer concrete as indicated in the Standard Details. All meter box
interiors and covers shall be consistently color -coded purple (Pantone 522 or
similar). Covers shall be marked on the top surface with a recognizable inscription
indicating "RECLAIMED WATER — DO NOT DRINK" in 1-1/2" tall
lettering. Piping for 1 1/2 and 2 inch reclaimed water meters shall be constructed
from brass and copper tubing and shall be equipped with angled check valve outlets
and by-pass flanged valve or by-pass flanged ball valve inlets. The box shall have
an open bottom to allow drainage through stone.
2015 ED&CS 11-14 Supp # 9 Dec. 2023

11. Meter Vaults: Meter vaults and access doors within street right of way shall meet
HS-20 loading requirements and shall be located outside of travel areas. The access
double doors shall be aluminum with a flush drop lift handle, stainless steel hinges
and bolts, a stainless steel slam lock, an automatic hold open arm, and compression
springs to allow for easy opening. Covers shall be marked on the top surface with
recognizable inscription indicating "Reclaimed Water -Do Not Drink"
12. Reclaimed Water Meters: Reclaimed water meters for 3/4" to 2" services will be
provided by the Town of Holly Springs. Larger meters shall be provided by the
developer as directed by the Executive Director of Utilities and Infrastructure
Services. Reclaimed water meters, registers and covers shall be purple (Pantone
522 or similar).
11.04 RECLAIMED WATER IRRIGATION SYSTEMS
A. GENERAL
All reclaimed water irrigation systems within public street right of way require an
encroachment agreement from the Town of Holly Springs or NCDOT prior to
installation. Plans designating the location, size, material, and depth shall be submitted
with the agreement application to the Engineering Department.
Pipe material for the irrigation mainline proposed to be used within the public right of
way shall be Schedule 40 PVC or greater. All pipe, fittings, and appurtenances shall
be purple (Pantone 522 or similar). A minimum depth of 2 feet of cover shall be
provided.
A soil evaluation is necessary in order to determine the loading rate for irrigation
permits. All development within the reclaim service area will need to complete an
independent soil evaluation prior to submitting a reclaim irrigation permit.
All reclaimed water irrigation systems are required to secure permits from the Code
Enforcement Department and the Utilities and Infrastructure Services prior to
installation and shall be inspected after installation. A separate meter is required for
irrigation systems.
For single family irrigation design, a CID, PE, or LA is required to develop the plan.
For non -single family irrigation system designs, a PE must develop the plan.
Impoundments for reclaimed water storage for large scale irrigation systems or
aesthetic/decorative water features shall be designed in accordance with 15A NCAC
02U — Reclaimed Water.
Service lines from mainline tap to the meter are installed and identified per the Town
of Holly Spring's Standard Details. There shall be no direct cross -connection between
potable and reclaimed water supplies.
2015 ED&CS 11-15 Supp # 9 Dec. 2023

B. DESIGNS
Sprinklers chosen and located to maintain the following setbacks from the irrigation
area to the following features:
1.) 25 feet from surface waters [perennial and intermittent streams, wetlands] not
classified as tidal salt waters or high -quality water (SA).
2.) 100 feet from surface waters [perennial and intermittent streams, wetlands]
classified as tidal salt waters or high -quality water (SA).
3.) 100 feet from any water supply well (not including monitoring wells).
4.) Sprinklers located on a steep slope have check valves installed on all the heads on
that irrigation zone.
5.) No mainlines or valves shall be allowed within the utility/devil strip. Laterals will
be allowed and shall be placed within 1 ft of sidewalk.
6.) The zoning of the irrigation system must allow that plants with different water
requirements (such as grass and shrubs) are on separate zones. In addition, the
irrigation design should consider the different microclimates found in most landscapes
(such as north facing grass areas vs. south facing grass areas) and separate those
microclimates into zones. These zoning practices may add slightly to the installation
cost of an irrigation system, but can have a dramatic effect on system efficiency.
7.Guidelines on pressure at the head/emitter: Spray Heads 20 to 35 psi; gear rotors 60
psi or less; impact rotors 60 psi or less; drip emitters 40 psi or less.
8.Large commercial systems which have the potential to place undue burdens (demand
or pressure requirements) on the Town of Holly Springs' public reclaimed distribution
system must include on -site storage and/or pumping facilities. This determination will
be made by the Executive Director of Utilities and Infrastructure Services. Design,
operation, and maintenance of such on -site facilities shall be the sole responsibility of
the applicant. These additional facilities must be designed in accordance with 15A
NCAC 02U — Reclaimed Water.
9.Rain sensors must be installed to reduce the likelihood of overwatering. Rain sensors
are required to remain in service at all times to prevent overwatering and/or ponding of
reclaimed water.
C. STREET CROSSING
2015 ED&CS 11-16 Supp # 9 Dec. 2023

All irrigation line street crossings shall be contained within a ductile iron or steel casing
pipe. The Town of Holly Springs may, in some instances, permit irrigation systems
installed in the medians of Town -maintained roadways. These systems must also have
french drains installed behind the curb and gutter and piped to a storm drainage
collection system. These systems shall be allowed only when some permanent
mechanism is established for the private perpetual maintenance of the system(s).
D. HOSE BIDS
Hose bibs are not permitted for the reclaimed water system.
E. RAIN SENSORS
Rain sensors must be installed to reduce the likelihood of overwatering. Rain sensor
must remain in operation to prevent ponding or runoff.
11.05 TESTING AND INSPECTION
A. GENERAL
1. All reclaimed water used in testing and inspection must be disposed of properly as
described in Section 11.00.
2. All materials must be approved by the Inspector prior to installation. Materials
rejected by the Town of Holly Springs' Inspector shall be immediately removed
from the job site.
3. Under no circumstance shall any waterline system valve be operated without prior
approval by the Construction Inspector. Damage to Town of Holly Springs
infrastructure resulting from illegal operation of valves shall be the responsibility
of the Contractor. In addition, the Contractor shall be subject to a fine for operating
a valve without prior approval.
4. The Contractor shall furnish all materials, labor, equipment, and shall pay for the
water used to perform all testing and inspections to the satisfaction of the
Construction Inspector. The Contractor shall obtain a Blowoff Permit from the
Town of Holly Springs Engineering Department for use when blowing off
reclaimed water mains.
5. Reclaimed water service taps shall not be made until after all main testing is
completed, and bacteriological testing is satisfactory.
B. TESTING
1. Hydrostatic Testing
2015 ED&CS 11-17 Supp # 9 Dec. 2023

a) All valves in the Town of Holly Springs reclaimed water system shall be
operated by the Town of Holly Springs. A section of reclaimed water main
which is to be hydrostatically tested shall be slowly filled with water at a rate
which will allow complete evacuation of air from the line. Hand pumps shall
not be used for the pressure testing of reclaimed water mains. Taps used for
testing purposes shall be removed after testing. The corporation stops shall be
removed and a threaded tapered plug shall be installed on the line.
When approved by the Town of Holly Springs, the Contractor may utilize
potable water or reclaimed water via an approved hydrant meter and RPZ
assembly for testing and disinfection of new reclaimed mains which are not
physically connected to a live reclaimed water supply. Once reclaimed water
has been introduced into the system no direct connection to potable water will
be allowed and an approved air gap assembly must be used.
b) Any measured leakage not within the allowable limits as specified in the
following table shall require repair of the reclaimed water main and additional
testing until the standards are met. For pipe sizes other than those shown, the
Contractor shall test within the allowable leakage amounts as specified by
AWWA C600-99. All visible leaks shall be repaired regardless of the amount
of leakage.
Pipe Size
(Inches)
4
6
8
12
16
20
24
2. Chlorination
Allowable Leakage at 200-psi
(Gal./Hr. per 1000 feet of pipe)
0.43
0.64
0.85
1.28
1.70
2.12
2.55
a) All additions or replacements to the reclaimed water system shall be chlorinated
before being placed in service under the supervision of the Town of Holly
Springs' Inspector in the following manner:
i. Taps shall be made at the control valve at the upstream end of the reclaimed
water main and at all extremities of the line including valves.
ii. A solution of water containing 70% HTH available chlorine shall be
introduced into the reclaimed water main by regulated pumping at the
control -valve tap. The solution shall be of such a concentration that the
reclaimed water main shall have a uniform concentration of 50 ppm total
2015 ED&CS 11-18 Supp # 9 Dec. 2023

3.
chlorine immediately after chlorination. The chart below shows the
required quantity of 70% HTH compound to be contained in solution in
each 1,000 feet section of line to produce the desired concentration of 50
ppm.
Pipe Size
Pounds High Test Hypochlorite (70%)
(inches)
per 1000 feet of line
6
1.76
8
3.12
10
4.84
12
7.00
14
9.52
16
12.44
20
19.52
24
28.00
iii. The HTH Solution shall be circulated in the reclaimed water main by
opening the control valve and systematically manipulating blowoffs and
taps at the reclaimed water main extremities. All reclaimed water leaving
the system during this test must be disposed of through either an approved
use or sent to the sanitary sewer. The HTH solution must be pumped in at
a constant rate for each discharge rate so a uniform concentration will be
produced in reclaimed water mains.
iv. HTH solution shall remain in reclaimed water mains for no less than 24
hours or as directed by the Town of Holly Springs' Inspector.
v. Extreme care shall be exercised at all times to prevent the HTH solution
from entering existing reclaimed water mains.
Bacteriological Sampling
a) Free residual chlorine after 24 hours shall be at least 10 ppm or the Town of
Holly Springs' Inspector will require that the lines be re -chlorinated.
b) Flushing of reclaimed water mains may proceed after 24 hours, provided the
free residual chlorine analysis is satisfactory. Reclaimed water leaving the
system because of line flushing must be returned to a sanitary sewer. Flushing
shall be continued until an orthotolidine check (or other method approved by
the Town of Holly Springs) shows that the reclaimed water mains contain only
the normal chlorine residual. Samples for bacteriological analysis shall be
collected by the Town of Holly Springs' Inspector 24 hours after flushing is
completed. The Contractor shall furnish the sample bottles, the testing agency
and such help as may be required to secure these samples. The Contractor shall
also submit the test results to the Town of Holly Springs' Development
Inspector.
2015 ED&CS 11-19 Supp # 9 Dec. 2023

c) If test results are unsatisfactory, the Contractor shall immediately rechlorinate
reclaimed water mains and proceed with such measures as are necessary to
properly sterilize those reclaimed water mains.
d) The new reclaimed water system shall be valved off from the existing reclaimed
water system until a satisfactory bacteriological sample has been obtained and
the Town of Holly Springs' Inspector has authorized the use of the new
reclaimed water system.
C. INSPECTIONS
Approved plans and permit must be issued and available on -site before any
inspections are performed.
2. Underground Inspections — before work is covered up/back filled:
a) Inspection of main line tap and piping to meter box;
b) Inspection of underground piping from meter box through irrigation
system from meter to end of system to insure compliance with approved plan
and standards;
3. Final Inspection
a) Includes inspection of the location of all heads, type of heads, spacing of heads
and throw pattern of each head and correct pressure;
b) Testing the system to ensure compliance with approved plans and Town of
Holly Springs Ordinance;
4. A map of the approved valve and head layout shall be provided by the Contractor
to the property owner and a copy placed near or with the timer.
5. All zones shall be clearly labeled in the timer cabinet.
6. Responsible entity shall be listed on inner door of timer (for emergency contact
purposes).
7. Verification of required setbacks (reclaimed water).
D. CROSS CONNECTION CONTROL
1. Backflow prevention on potable water services serving any property that is also
served with reclaimed water is required in accordance with the Federal Safe
Drinking Water Act. At all locations where reclaimed water service is provided, the
public potable water supply shall be protected by installation of an approved
backflow prevention device.
2015 ED&CS 11-20 Supp # 9 Dec. 2023

a. For Residential Properties: prior to receiving reclaimed water service, a dual
check valve shall be installed on each residential customer's potable water
meter in order to protect the potable water system. A Reduced Pressure
Principal (RPZ) type backflow prevention device downstream of the potable
water meter is not required when the only reclaimed water use is landscape
irrigation.
b. For Multi -family complexes and commercial properties: master -metered
potable water service and master -metered reclaimed water service shall be
required to install a Reduced Pressure Principal (RPZ) type backflow
prevention device downstream of the master potable water meter.
11.06 REPAIR OF RECLAIMED WATER SYSTEM
Reclaimed water that leaves the system due to a leak or break in the system must be
reported and handled as if it were a wastewater spill.
A. Reclaimed Water Main Line Repairs
1. Joint leaks of Cast Iron Pipe, Ductile Iron Pipe, and PVC pipe shall be repaired
by use of a bell joint leak repair clamp as manufactured by Rockwell, or other
approved equal.
2. Line Breaks or Punctures shall be repaired by a full circle repair clamp as
manufactured by Rockwell, Mueller, or other approved material.
3. Line Splits or Blow Outs shall be repaired by replacing the damaged section
with ductile iron pipe with a cast iron coupling at each end. The following cast
pipe couplings shall be used for each pipe material indicated:
a) Ductile Iron Pipe - Rockwell 431 cast coupling or other approved equal.
b) PVC Pipe — Rockwell 411 cast coupling or other approved equal.
B. Reclaimed Water Service Line Repairs
1. A reclaimed water service line severed between the reclaimed water main and the
reclaimed water meter shall be repaired using new type K copper tubing and bronze or
brass 3-piece flared unions.
2. A corporation stop pulled out of a reclaimed PVC pipe water main shall have a new
service saddle and a new corporation stop installed on the reclaimed water main.
3. A corporation stop pulled out of a ductile iron pipe shall have a full circle repair
clamp placed over the old tap hole. A new tap shall be made and a new corporation
stop installed on the reclaimed water main.
2015 ED&CS 11-21 Supp # 9 Dec. 2023

END OF SECTION 11.00
2015 ED&CS 11-22 Supp # 9 Dec. 2023

DAMS • MARTIN • POWELL dm
ENGINEERS & SURVEYORS
T: 336-886-4821 • F: 336-886-4458 • License: F-0245
6415 Old Plank Road, High Point, NC 27265 • www.dmp-inc.com
Technical Memorandum
Date:
June 2, 2023
AR
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Prepared For:
Town of Holly Springs
:� _ Quo 9
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Reclaimed Water Modeling
024968
Duke HS Ops Center
06/09/2023 .'
Prepared By:
Michael Goliber, PE
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Project:
DMP230064
Background
As requested by the Town of Holly Springs (Town), DIM has evaluated the feasibility of adding the proposed
Duke HS Ops Center to the Reclaimed Water System. The proposed project is in the north limits of the
Reclaimed Service Area and is along Woods Creek Road, across the road from the Carolina Springs PUD.
Model Setup
DMP performed the evaluations utilizing the Town's reclaimed water system model in WaterCAD. The
following setup was used for the modeling:
• Reclaimed Model Setup
— Tank Water Elev: 578' (normal low, down 7 ft)
— WRF Pumps off
— SFR Lots at Typical Demand (1.83 gpm/SFR due to average lot size being approximately 15,000 SF)
(assumes 70% of SFR's are connected).
— Sequiris: 550 gpm (includes 400 gpm cooling and 150 gpm irrigation)
— WRF: 360 gpm (NPW uses + 200 gpm for RCW bulk filling)
— Twelve Oaks Pond: 500 gpm
— Ingenco: 53 gpm
— Burt Tract: Full build out active and in service (412 gpm)
— Hensley Tract: Full build out active and in service (214 gpm)
— Twelve Oaks Phase 09: Full build out active and in service (Stephenson) (150 gpm)
— Addison Subdivision: Full build out active and in service (Formerly Harris) (72 gpm)
— New Hill Road Subdivision (52 GPM)
— Carolina Springs PUD Phase 1— Areas 1-5 (296 GPM)
— Carolina Springs PUD Phase 2 —Areas 6-8 (225 GPM)
— Friendship Master Plan
— Godwin (Yield North)
— Model Calculations: All modeling calculations were performed as a Steady State Model. Modeling
as a Steady State Model provides for worst case demand condition, meaning that all demands in
the model are active as part of the Scenario calculation.

Technical Memorandum
DMP 220058
Page 2
• Duke HIS Ops Center
Based on CAD drawings and PDF's provided to DMP by the Town of Holly Springs, Duke Energy is
proposing an Operations Center and Training Center along Woods Creek Road.
The information provided to DMP was brought into the model as a backdrop. The reclaimed water line
extensions and system nodes, with corresponding elevations, were then added to the model. Nodes
within the project are estimated to be at an approximate elevation of 280 to 320 ft based on the
information provided.
At this time the extension of the Reclaimed Water System up along Woods Creek Road that is being
installed is only being considered as a line extension and will have no demand associated with the
extension.
Modeling Results:
Duke HS Ops was modeled with 6" RCWL piping with a new tap on the proposed 12" RCWL along Woods
Creek Road. The model also assumed that the developments proposed and approved prior, as outlined
under Reclaimed Model Setup, are active and in service.
Based on the above described model setup, one scenario was modeled and is described with results
summarized as follows:
Scenario 1: Base System
This Scenario assumes full build out all Sub -phases in Phase 1 and all areas for Phase 2.
— Existing 6" RCWL from New Hill Road to Ivy Arbor Way
— New 12" RCWL installed from Ivy Arbor Way to Ingenco
— Existing 12" RCWL to Twelve Oaks Phase 9 (Stephenson)
— New 12" RCWL to serve Carolina Springs PUD
— Results: Pressures are above 45 psi, which is the target system requirement minimum pressure.
Feasible - Does meet the Project Objectives
Summary
For the Duke HS Ops Center, the model was setup as described above.
One scenario was modeled and pressures within the Development are satisfactory and meet the
requirements of the Town's RCW System. These results indicate that the proposed project meets the
objectives of the system.
Attached are the following documents:
Exhibit: Active System
Exhibit: Scenario 1
P: �2023�230064�Technical Memo�230064 Technical Memo for Duke HS Ops Center - FINAL 2023-06-02.docx

DAMS • MARTIN • POWELL
ENGINEERS & SURVEYORS i
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DAMS • MARTIN • POWELL
ENGINEERS & SURVEYORS
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Document Path: P:\2023\230064\GIS\Duke HS Ops- 1st Review Analysis Map - Scenario 1 Exhibit.mxd Hydraulic Analysis Map Feet
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