20151279 Ver 2_More Info Received_20170312

Action History (UTC -05:00) Eastern Time (US & Canada)
Submit by Anonymous User 3/12/2017 10:51:54 PM (Supplemental Submital)
Approve by Montalvo, Sheri A 3/13/2017 10:59:23 AM (NON -DOT Project)

VV W
supplemental Information Upl
Staff Review:
Updated ID#: 20151279
Updated Version: Project Modification Addl Info Request
Reviewers Email Address:
[e-mail]
[e-mail]
Submitted Information:
Is this a public transportation
project?
r Yes
f• No
What type of project is this?
r E)asting Project
r Pre -Application Information
Existing Project Information:
...................................................................
ID# 00151279
DAR DA AQ N inber
Version: Project Modification Addl Info Request
Project Name: Hathaway Project Permit Mod
County: Nash
Name: Anna Lambert
Who is subrritting the information?
Email Address: [e-mail]
Water Resources
ENVIRONMENTAL QUALITY

Describe the Jennifer,
attachments: I have attached the site plan for the Hathaway Switching Station which includes the
stormwater management plan (see page 13). 1 have also attached the approval
letter from the City of Rocky Mount. If you have any questions or need any
additional information, please let me know.
Best,
Anna Stuart
Anna Stuart Lambert
Angler Environmental, A RES Company
804-729-8984
Please upload all files that need to be submited.
Hathaway Site Plan.pdf 6.7MB
Hathaway Switching Station GP III 4th review.pdf 24.35KB
Only pdf files are accepted.
PF By checking the box and signing box below, I certify that:
• I have given true, accurate, and complete information on this form;
• I agree that submission of this Supplemental Information form is a "transaction" subject to Chapter 66, Article 40 of the
NC General Statutes (the "Uniform Electronic Transactions Act)
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes
(the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written
signature; AND
• I intend to electronically sign and submit the Supplemental Information form.
Signature:
4 kx�

Revisions
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SUBSTATION EQUIPMENT LAYOUT
EMBANKMENT :
MATERIALS :
BENCHING :
SITE PREPARATION :
PREFACE
DOMINION SITE PREPARATION PERFORMANCE SPECIFICATIONS
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VICINITY MAP
6
LESS THAN 40 PERCENT AND A PLASTICITY INDEX LESS THAN 15.
REFERENCED TO ASTM D-698 STANDARD PROCTOR. SOILS SHALL HAVE A LIQUID LIMIT
MATERIALS SHALL POSSESS A MAXIMUM DRY DENSITY OF 100 #/CU.FT. OR GREATER
UNIFIED SOIL SYSTEM, ASTM D-2487 AS GW, GP, SW, SP, SM, AND SC. THESE
SATISFACTORY MATERIALS SHALL COMPRISE THOSE CLASSIFIED IN ACCORDANCE WITH THE
ORGANIC MATERIAL. FROZEN MATERIAL WILL NOT BE PERMITTED IN THE FILL.
APPROVED SOILS USED IN COMPACTED FILLS SHALL BE FREE OF DEBRIS AND FIBROUS
THE DRAWINGS.
MATERIAL ABOVE THE NATURAL GROUND OR OTHER SURFACE IN CONFORMANCE WITH
EMBANKMENT WORK SHALL CONSIST OF THE PLACEMENT AND COMPACTION OF FILL
SLOPES STEEPER THAN 4:1 BUT NOT STEEPER THAN 1•:1, THE BENCH SHALL BE AT
LEAST 6 FT. IN WIDTH.
AS FOLLOWS :
BENCHING SHALL BE REQUIRED FOR ALL FILL EMBANKMENTS PLACED ON EXISTING SLOPES
OF THE OPTIMUM.
SPECIFIED, EXCEPT MOISTURE CONTENT SHALL BE MAINTAINED WITHIN 10 PERCENT
OF THE PREVIOUS CUT. SATISFACTORY MATERIAL REMOVED DURING THIS OPERATION
SHALL BE RECOMPACTED ALONG WITH THE NEW EMBANKMENT MATERIAL AS GENERALLY
OF THE EXISTING SLOPED SURFACE AND CONTINUING AT EACH VERTICAL INTERSECTION
BENCHING SHALL CONSIST OF A SERIES OF HORIZONTAL CUTS BEGINNING AT THE TOE
SOFT MATERIALS ENCOUNTERED SHALL BE COMPLETELY EXCAVATED AND REPLACED WITH
APPROVED FILL MATERIALS.
OR WITH SIMILAR APPROVED CONSTRUCTION EQUIPMENT.
DONE AFTER A SUITABLE PERIOD OF DRY WEATHER TO AVOID DEGRADING THE
SUBGRADE. PROOFROLLING SHALL BE PERFORMED WITH A HEAVILY LOADED DUMP TRUCK
PROOFROLLED TO DETECT UNSUITABLE SOIL CONDITIONS. PROOFROLLING SHALL BE
THE EXPOSED SUBGRADES OF THE BUILDING PAD AND ROADBEDS SHALL BE
WHICH RECEIVE COMPACTED FILL SHALL BE DRAINED AND ALLOWED TO DRY.
AVOID OPERATING EQUIPMENT ON SATURATED SOILS. ANY WET SUBGRADE AREAS
IF EARTHWORK OPERATIONS ARE PERFORMED DURING WET SEASONS, CONTRACTOR SHALL
ALL TOPSOIL AND SURFACE SOILS CONTAINING ORGANIC MATERIAL SHALL BE REMOVED
LIMITS FOR CLEARING AND/OR GRUBBING SHALL BE AS DEFINED ON THE DRAWINGS.
GROUND SURFACE. ALL CLEARED AREAS WILL BE GRUBBED UNLESS OTHERWISE NOTED.
EXCAVATION :
EXCAVATION SHALL BE ACCOMPLISHED BY CUTTING ACCURATELY TO THE CROSS SECTIONS,
ROCK EXCAVATION SHALL BE MATERIAL WHICH REQUIRES THE USE OF PNEUMATIC
FROM THE GRUBBED AREA. TOPSOIL SHALL BE STOCKPILED FOR FUTURE USE IN
SOFT, UNSTABLE, OR OTHERWISE UNSATISFACTORY MATERIALS ENCOUNTERED AT THE
PROPERLY COMPACTED MATERIAL.
REQUIRED GRADES SHALL BE REMOVED AS DIRECTED AND REPLACED WITH APPROVED,
LOGS, STANDING TREES AND SNAGS, OTHER GROWTH AND ANY ITEMS THAT WOULD
INTERFERE WITH CONSTRUCTION OPERATIONS.
CONTROLLED LAND.
CLEARING SHALL CONSIST OF REMOVAL AND DISPOSAL OF BRUSH, DOWNED TIMBER,
GRUBBING SHALL CONSIST OF REMOVAL AND DISPOSAL OF STUMPS, BURIED LOGS,
APPROVED LOCATIONS UNLESS OTHERWISE SHOWN ON THE DRAWINGS.
TOPSOIL SHALL NOT BE USED AS, OR MIXED WITH, FILL MATERIAL IN THE
CONSTRUCTION OF EARTH EMBANKMENTS UNLESS OTHERWISE SHOWN ON THE DRAWINGS.
TOPSOIL MATERIAL USED AS A SURFACE DRESSING SHALL BE REASONABLY FREE OF
CINDERS, DEBRIS, AND STONES. UNSUITABLE AND EXCESS TOPSOIL MATERIAL
SHALL BE DISPOSED OFFSITE.
GRADES, AND ELEVATIONS SHOWN ON THE DRAWINGS.
HAMMERS AND/OR EXPLOSIVES FOR REMOVAL.
SHOWN ON THE DRAWINGS. THE CONTRACTOR WILL RECOGNIZE AND ABIDE BY ALL TERMS
ROOTS GREATER THAN •" DIAMETER, AND ANY OTHER ORGANIC MATERIAL BELOW THE
COMMON EXCAVATION SHALL INCLUDE ALL MATERIAL WHICH CAN BE REMOVED BY
COMMON EARTH EXCAVATION EQUIPMENT, OTHER THAN SOLID ROCK OR BOULDERS AND
DETACHED PIECES OF ROCK, EACH EXCEEDING 2 CUBIC YARDS IN VOLUME.
AND CONDITIONS OF PERMITS, EASEMENTS, AND AGREEMENTS RELATING TO THE PROJECT.
OTHERWISE, DISPOSAL SHALL BE OUTSIDE THE LIMITS OF DOMINION
WRITTEN APPROVAL IS OBTAINED FROM LOCAL AUTHORITIES AND DOMINION.
CLEARING AND GRUBBING
TOPSOIL
EARTHWORK
DISPOSAL OF CLEARED/GRUBBED MATERIAL BY BURNING SHALL ONLY BE USED WHEN
IT IS THE INTENT OF THESE SPECIFICATIONS TO HAVE A COMPLETELY PREPARED SITE FOR
THE CONSTRUCTION OF AN ELECTRICAL FACILITY AT THE COMPLETION OF THE "WORK" AS
INDICATED ON THE DRAWINGS, SPECIFICATIONS, OR OTHER DOCUMENTS PROVIDED.
ANY SPECIFICATIONS OR INSTRUCTIONS APPEARING ON THE DRAWINGS SHALL HAVE
THE REGULATIONS OF ALL LOCAL, STATE, OR FEDERAL GOVERNMENTAL BODIES HAVING
JURISDICTION OVER THE WORKING AREAS SHALL BE OBSERVED AT ALL TIMES.
ALL "WORK" SHALL BE PERFORMED WITHIN THE LIMITS OF THE PROPERTY / RIGHTS-OF-WAY
PRECEDENCE OVER THE WRITTEN SPECIFICATIONS WHICH APPEAR HEREIN. IN THE EVENT
FOR RESOLUTIONS.
ALL "WORK" SHALL BE PERFORMED IN A MANNER CONSISTENT WITH THE BEST PRACTICES
OF THE TRADES INVOLVED.
THAT A DISCREPANCY OR OMISSION HAS OCCURRED, DOMINION SHALL BE CONSULTED
UNSATISFACTORY SOILS INCLUDE THOSE CLASSIFIED AS PT, OH OR OL, CH, MH, CL
AND ML, AS REFERENCED TO ASTM D-2487.
OTHER MATERIALS, WHEN APPROVED BY ENGINEERING, MAY BE PERMITTED IN FILL
AREAS.
COMPACTION EQUIPMENT SHALL CONSIST OF VIBRATORY OR TAMPING ROLLERS,
SHEEPSFOOT ROLLER, PNUEMATIC-TIRED ROLLERS, THREE-WHEEL POWER ROLLERS, WALK
BEHIND VIBRATORY ROLLERS, VIBRATORY PLATE OR OTHER APPROVED EQUIPMENT WELL
APPROVED FILL MATERIAL SHALL BE PLACED IN UNIFORM HORIZONTAL LIFTS OF
EACH SUCCESSIVE LIFT WILL BE PLACED ON FIRM APPROVED SUBGRADE OR COMPACTED
FILL. WHERE PREVIOUS LIFTS ARE FOUND TO BE UNACCEPTABLE, THE AREA WILL BE
SCARIFIED, AERATED OR MOISTENED, RECOMPACTED OR REMOVED, AND REPLACED AS
REQUIRED.
PROCTOR MAXIMUM DRY DENSITY ( ASTM D-698 ), WITH MOISTURE CONTENT RANGING
GENERALLY, FILLS SHALL BE COMPACTED TO AT LEAST 95 PERCENT OF THE STANDARD
BETWEEN LESS THAN 3 PERCENT UP TO THE OPTIMUM AS DETERMINED BY THE PROCTOR
DENSITY TEST. THE UPPER 12" OF ROADBEDS AND CONTROL ENCLOSURE BUILDING PADS
DRAINAGE :
THE FILL SURFACE SHALL BE ADEQUATELY MAINTAINED DURING CONSTRUCTION. THE
SURFACE SHALL BE SLOPED TO ACHIEVE SUFFICIENT DRAINAGE, AND TO PREVENT WATER
COMPACTION :
FINISHED GRADE TOLERANCES :
THE TOP OF EARTHWORK FOR SUBSTATION PAD AND ROADWAY TRAVEL AREAS SHALL BE
WITHIN 0.10 FT. ABOVE OR BELOW THE THEORETICAL GRADE.
EXCAVATED SLOPES STEEPER THAN 3:1 SHALL BE ROUGH GRADED IN A MANNER TO
EARTH SLOPES :
PROVIDE HORIZONTAL RIDGES AND GROOVES HAVING AN AVERAGE DEVIATION NO
GREATER THAN 0.75 FT. FROM THE THEORETICAL LINE OF THE TYPICAL CROSS
EXCAVATED SLOPES 3:1 OR FLATTER SHALL BE UNIFORMLY FINISHED AND SHALL
NOT DEVIATE FROM THE THEORETICAL PLANE SURFACE BY MORE THAN 0.50 FT.
EMBANKMENT SLOPES STEEPER THAN 3:1 SHALL BE ROUGH GRADED IN A MANNER TO
PROVIDE HORIZONTAL RIDGES AND GROOVES NOT MORE THAN 0.50 FT. FROM THE
EMBANKMENT SLOPES 3:1 OR FLATTER SHALL BE UNIFORMLY FINISHED AND SHALL
NOT DEVIATE FROM THE THEORETICAL PLANE SURFACE BY MORE THAN 0.50 FT.
ROCK SLOPES :
SHALL NOT DEVIATE FROM A PLANE SURFACE BY MORE THAN 2.0 FT. AND SHALL
MANUFACTURERS' ITEMS :
ITEMS REFERENCED TO SPECIFIC MANUFACTURERS OR BRAND NAMES SHALL BE SUBJECT
TO ANY RECOMMENDATIONS OR LIMITATIONS PERTAINING TO THEIR INSTALLATION OR
USE.
FROM PONDING ON THE FILL. IF PRECIPITATION IS EXPECTED WHILE FILL
CONSTRUCTION IS TEMPORARILY HALTED, THE SURFACE SHALL BE ROLLED WITH RUBBER-
TIRED OR STEEL-DRUMMED EQUIPMENT TO IMPROVE SURFACE RUNOFF. FOR PLACEMENT
DURING OR AFTER DIFFICULT WEATHER CONDITIONS, WET OR FROZEN MATERIAL SHALL
NOT DEVIATE FROM THEIR THEORETICAL LOCATION BY MORE THAN 2.0 FT.
MEASURED ALONG ANY LINE PERPENDICULAR TO THE THEORETICAL SLOPE LINE.
BE REMOVED.
SUITED TO THE SOIL BEING COMPACTED.
SECTION.
THEORETICAL LINE OF THE TYPICAL CROSS SECTION.
REQUESTS FOR SUBSTITUTIONS MUST BE APPROVED BY ENGINEERING. SUFFICIENT
REQUIRE 98 PERCENT COMPACTION REFERENCED TO ASTM D-698, WITH MOISTURE
CONTENT MAINTAINED WITHIN 2 PERCENT OF THE OPTIMUM.
ON THE DRAWINGS SHALL CONFORM TO THE REQUIREMENTS OF THEIR LATEST
STANDARDS AND SPECIFICATIONS.
INFORMATION REGARDING REQUESTS MUST BE RECEIVED BY ENGINEERING 10 DAYS
IN ADVANCE OF APPROVAL.
APPROXIMATELY 8" DEPTH (LOOSE MEASUREMENT), EXCEPT FOR ROAD MATERIALS ABOVE
SUBGRADE ELEVATION AND THE UPPER 12" OF BUILDING PADS WHICH REQUIRE 6" LIFTS.
WHERE WALK BEHIND ROLLERS AND VIBRATORY PLATE COMPACTORS ARE USED, THE
LIFT THICKNESS SHALL NOT EXCEED 4".
MATERIALS / INSTALLATION
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CHURCH RD
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1412
1407
SITE
HATHAW
AY ST
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LOCATE EXISTING UTILITIES PRIOR TO BEGINNING WORK.
THE CONTRACTOR IS RESPONSIBLE FOR CALLING THE NC ONE CALL CENTER AT 811 TO17.
TO THE INSTALLATION OF GAS OR ELECTRIC UTILITIES.
THE PROPERTY OWNER SHALL PROVIDE AN EXECUTED RIGHT-OF-WAY EASEMENT PRIOR16.
OF BORINGS, CONDUIT, PAVEMENT PATCHING AND LANDSCAPING REPLACEMENT.
FOR UNDERGROUND UTILITIES, THE DEVELOPER/OWNER IS RESPONSIBLE FOR ALL COSTS15.
RELOCATION OF ANY EXISTING UTILITIES.
THE DEVELOPER/OWNER IS RESPONSIBLE FOR ALL COSTS RELATED TO THE14.
PUBLIC UTILITIES.
OF ELECTRIC SERVICE TO THE POINT OF DELIVERY IDENTIFIED BY ROCKY MOUNT
THE ELECTRIC CUSTOMER SHALL OWN AND BE RESPONSIBLE FOR THE INSTALLATION13.
SERVICES.
SERVICES AND 252/467-4827 TO COORDINATE THE INSTALLATION OF NATURAL GAS
UTILITIES AT 252/467-4808 TO COORDINATE THE INSTALLATION OF ELECTRIC
CONTRACTOR/OWNER/DEVELOPER SHALL CONTACT CITY OF ROCKY MOUNT PUBLIC12.
CONSTRUCTION.
INSPECTOR BILL PRIDGEN AT 252/343-3156 ONE WEEK PRIOR TO BEGINNING
CONTRACTOR/DEVELOPER SHALL CONTACT CITY OF ROCKY MOUNT CONSTRUCTION11.
BASE FLOOD (100-YEAR) ELEVATION IS 91 FEET.
SITE LIES IN FLOOD ZONE X, PER FEMA FIRM #372038600J DATED NOVEMBER 3, 2004.10.
AND REFERENCE VERTICAL DATUM IS NAVD 88.
PARCEL ID:040252 ON SEPTEMBER 3, 2015. REFERENCE HORIZONTAL DATUM IS NAD 83
PERFORMED BY BOWMAN CONSULTING ON JULY 24, 2015 AND ADDITIONAL
CONTOUR ON THESE PLANS WERE OBTAINED FROM AN ACTUAL FIELD SURVEY9.
AGREEMENTS, AND DRIVEWAY PERMITS.
CONSTRUCTION. THIS INCLUDES APPROVED CONSTRUCTION PLANS, ENCROACHMENT
BOX THAT IS CONSPICUOUSLY LOCATED AND EASILY ACCESSIBLE DURING
COPIES OF ALL PERMITS AND APPROVED PLANS MUST BE KEPT ON SITE IN A PERMIT8.
TO ANY GRADING OR CONSTRUCTION ON THE SITE.
FORMAL SEDIMENTATION AND EROSION CONTROL PLAN AND PERMIT IS REQUIRED PRIOR
THE DISTURBED AREA FOR THIS PROJECT IS GREATER THAN 1.0 ACRE. THEREFORE, A7.
AS THE POST-DEVELOPED NUTRIENT LOADINGS ARE WITHIN THE REQUIRED LIMITS.
NUTRIENT MANAGEMENT FOR THIS PROJECT IS NOT REQUIRED FOR THIS PROJECT,B)
DETENTION POND
DETENTION FOR THIS PROJECT IS ACCOMPLISHED UTILIZING A STORMWATERA)
SELECT THE APPLICABLE STATEMENT(S) BELOW TO COMPLETE NOTE 4:
STORMWATER DETENTION AND NUTRIENT MANAGEMENT ARE TYPICALLY REQUIRED.
THE DISTURBED AREA FOR THIS PROJECT IS GREATER THAN 0.5 ACRE. THEREFORE,6.
LANDSCAPE MAINTENANCE BOND.
THIS PROJECT UNTIL THE DEVELOPER OR CONTRACTOR PROVIDES A
THE CITY OF ROCKY MOUNT WILL NOT ISSUE A CERTIFICATE OF OCCUPANCY FOR5.
LAND DEVELOPMENT CODE.
ALL SIGNS SHOWN ON THIS PLAN SHALL CONFORM TO TABLES 7-6 AND 7-7 OF THE4.
THIS PLAN IS VALID FOR TWO (2) YEARS FROM THE DATE OF APPROVAL2.
EDITION.
LAND DEVELOPMENT CODE AND MANUAL OF SPECIFICATIONS AND DETAILS, LATEST
ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO THE CITY OF ROCKY MOUNT'S1.
CITY OF ROCKY MOUNT STANDARD NOTES
(REVISED 12/21/2011)
ITEMS REFERENCED TO THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION SHOWN
NCDOT :
SITE DATA:
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3
INFORMATION.
FOR SUPPORTING STORMWATER
FOR HATHAWAY SUBSTATION
MANAGEMENT CALCULATIONS
REFER TO THE STORMWATER
Sheet 1 of 12 Total Sheets(NTS)
4
5
SCALE: 1"=2,000'
BREAKERS
6 DISTRIBUTION
ENCLOSURE
5 CONTROL

TROUGH
4 CABLE

BACKBONE
3 TRANSMISSION

2 ALUMINUM BUS

1 TRANSFORMER
LEGEND
1-800-623-4949
UTILITIES
TO LOCATE UNDERGROUND
LAND DISTURBANCE
"ONE CALL" BEFORE
CALL NORTH CAROLINA
IMPORTANT:
SERVICE AND RELIABILITY TO THE REGION AND THE OVERALL TRANSMISSION GRID.
THIS PROJECT IS CONSTRUCT A SWITCHING STATION TO PROVIDE IMPROVED ELECTRICAL
PROJECT DESCRIPTION:

N/A
N/A
12.00 ACRES
4.13 ACRES
3.40 ACRES
0.73 ACRES
PRIOR TO ISSUANCE OF LAND DISTURBANCE PERMIT.
NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY REQUIRED
TAR-PAMLICO
CITY OF ROCKY MOUNT LAND DISTURBANCE PERMIT IS REQUIRED.
MUST HAVE AN APPROVED EROSION AND SEDIMENT CONTROL PLAN.
ANY OFFSITE LAND DISTURBING ACTIVITY ASSOCIATED WITH THIS PROJECT
MAP NO. 3720386300J, NOV. 3, 2004
ZONE: X, FEMA FRIM COMMUNITY PANEL NUMBER 3863
1.20 ACRES IMPACTED
NONE
37.39 ACRES
ELECTRICAL SWITCHING STATION
386312875252, 386312864681, 386312863225
A-1, I-2
36°2'33.66"N, 77°45'9.19"W
HATHAWAY
ROCKY MOUNT, NC 27809
4815 CREPE MYRTLE STREET
PARKING SPACES PROVIDED:
PARKING SPACES REQUIRED:
TOTAL DISTURBED AREA:
(POST CONSTRUCTION):
TOTAL IMPERVIOUS AREA
PROPOSED IMPERVIOUS AREA:
EXISTING IMPERVIOUS AREA:
STORMWATER DISCHARGE PERMIT:
RIVER BASIN:
LAND DISTURBANCE PERMIT:
OFFSITE LAND DISTURBANCE:
FLOODPLAIN:
WETLANDS:
WATER AND SEWER:
TOTAL SITE ACERAGE:
USE:
PARCEL IDENTIFICATION NUMBER:
ZONING:
LAT. - LONG.:
MAGISTERIAL DISTRICT:
ADDRESS:
STORMWATER QUANTITY ESTIMATED PEAK DISCHARGE SUMMARY
REVIEW COMMITTEE.
ROCKY MOUNT DEVELOPMENT
REQUESTED BY THE CITY OF
OTHER THAN THOSE
WERE MADE TO THIS PLAN
CHANGES OR MODIFICATIONS
NO ADDITIONS, DELETIONS,
RICHMOND, VA 23220
2501 GRAYLAND AVENUE
DOMINION VIRGINIA POWER
[phone]
MATTHEW G. GOODLOE
(UNTIL INSPECTOR IS ASSIGNED BY DVP)
NCDEQ SELF-INSPECTION
RALEIGH, NC 27607
SUITE 430
2501 BLUE RIDGE ROAD
GEOSYNTEC CONSULTANTS OF NC, PC
[phone], FAX [phone]
KYLE E. LACLAIR, PE
CIVIL ENGINEER:
RICHMOND, VIRGINIA 23219
701 EAST CARY STREET
ONE JAMES RIVER PLAZA, 12TH FLOOR
DOMINION VIRGINIA POWER
[phone]
AMANDA MAYHEW
SR. SITING AND PERMITTING SPECIALIST:
REVISED: 01 JULY 2016
DATE: 29 FEBRUARY 2016
PERMITS, ETC.
CONTROL PLANS, ENCROACHMENT AGREEMENTS, DRIVEWAY PERMITS, WATER/SEWER
CONSTRUCTION. THIS INCLUDES APPROVED CONSTRUCTION PLANS, APPROVED EROSION
BOX THAT IS CONSPICUOUSLY LOCATED AND EASILY ACCESSIBLE DURING
COPIES OF ALL PERMITS AND APPROVED PLANS MUST BE KEPT ON SITE IN A PERMIT12.
CITY STANDARDS AND PROVIDED PRIOR TO FINAL PLAT APPROVAL.
RECORD DRAWINGS FOR ALL UTILITIES SHALL BE PREPARED IN ACCORDANCE WITH11.
REPRESENTATIVE PRIOR TO PLACEMENT OF STONE BASE.
BE WITNESSED AND APPROVED BY CITY ENGINEERING DEPARTMENT
FOR CONFORMANCE WITH PAVEMENT DESIGN CONDITIONS AND A PROOF-ROLL MUST
SUB-GRADE SOIL CONDITIONS MUST BE EVALUATED BY A GEOTECHNICAL ENGINEER10.
PROCEDURES AND REPORTS SHALL BE IN ACCORDANCE WITH CITY STANDARDS.
PLACEMENT OF ANY ROADWAY IMPROVEMENTS. ALL GEOTECHNICAL TESTING
PROFESSIONAL ENGINEER MUST BE APPROVED BY THE CITY ENGINEER PRIOR TO THE
GEOTECHNICAL REPORT AND PAVEMENT DESIGN SEALED BY A REGISTERED
PAVEMENT SECTION IS REPRESENTATIVE OF THE ROADWAY GEOMETRY ONLY. A9.
APPROVAL.
NCDOT ENCROACHMENT AGREEMENT IS REQUIRED FOLLOWING CONSTRUCTION PLAN8.
PLAN APPROVAL.
NCDOT AND/OR CITY DRIVEWAY PERMIT IS REQUIRED FOLLOWING CONSTRUCTION7.
IMPROVEMENTS) OR (ISSUANCE OF CO).
ENGINEERING PRIOR TO (APPROVAL OF THE SUBDIVISION PLAT AND ACCEPTANCE OF
TO PROPERTY OWNERS ASSOCIATION MUST BE PROVIDED TO THE DIRECTOR OF
OF RELEASE FROM LIEN HOLDER ON COMMON PROPERTY AND DEED OF TRUST
WELL AS COPIES OF RECORDED PROPERTY OWNERS ASSOCIATION DOCUMENTS, DEED
ATTACHED BMP MAINTENANCE PLAN) AND CONSERVATION EASEMENT DOCUMENTS, AS
RECORDED ORIGINALS OF REQUIRED OPERATION & MAINTENANCE AGREEMENTS (WITH6.
PERMITS HAVE BEEN PROVIDED TO THE DIRECTOR OF ENGINEERING.
COPIES OF ALL REQUIRED BUFFER ENCROACHMENT APPROVALS AND WETLAND5.
ONSITE OR OFFSITE MEASURES OR SOME COMBINATION THEREOF.
PREVIOUS DEVELOPMENT. SUCH PROJECTS MAY ACHIEVE THESE LOADS THROUGH
NITROGEN LOADING AND NO INCREASE IN PHOSPHORUS LOADING RELATIVE TO THE
A NET INCREASE IN BUILT UPON AREA SHALL ACHIEVE A 30 PERCENT REDUCTION IN
THAT REPLACE OR EXPAND EXISTING STRUCTURES OR IMPROVEMENTS RESULTING IN
RESIDENTIAL), THEREFORE NUTRIENT MANAGEMENT REQUIREMENTS APPLY. PROJECTS
THE DISTURBED AREA IS GREATER THAN (1/2 ACRE COMMERCIAL, 1 ACRE4.
THE SITE.
BE PUT IN PLACE AS NEEDED TO INSURE THAT NO SEDIMENT IS RELEASED FROM
SHOULD BE REGARDED AS MINIMUM REQUIREMENTS; ADDITIONAL MEASURES SHALL
SITE AT ALL TIMES. THE APPROVED SEDIMENTATION & EROSION CONTROL PLAN
APPROVAL. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE KEPT ON
CONTROL PLAN APPROVAL WAS REQUIRED AS A CONDITION OF CONSTRUCTION PLAN
DISTURBED AREA IS IN EXCESS OF 1 ACRE AND FORMAL SEDIMENTATION & EROSION3.
AT WWW.NCGS.STATE.NC.US. (BOLDED ONLY APPLICABLE TO SUBDIVISIONS).
OPERATIONS. THE NORTH CAROLINA GEODETIC SURVEY CAN BE REACHED ON THE WEB
PROJECT CONTROL MONUMENT(S) FROM DISRUPTION DUE TO CONSTRUCTION
PROPERTY CONTROL CORNER. IN ALL CASES THE CONTRACTOR SHALL PROTECT
WAY TO FACILITATE CONSTRUCTION CONTROL BUT MAY BE INCORPORATED AS A
THE PROJECT CONTROL MONUMENTS SHALL BE LOCATED ON THE STREET RIGHT OF
IDENTIFIED AS A PART OF THE CITY OF ROCKY MOUNT GEODETIC CONTROL SYSTEM.
MARKED PLAINLY WITH THE BENCH POINT, THE MONUMENT NUMBER AND
STANDARD METAL PLATE IMBEDDED IN ITS TOP OF NONCORRODIBLE MATERIAL
TOP FLUSH WITH THE FINISHED GROUND. EACH MONUMENT SHALL HAVE A
OR SQUARE, NOT LESS THAN THREE (3) FEET IN LENGTH AND INSTALLED WITH THE
BE CONSTRUCTED OF CONCRETE AND BE AT LEAST FOUR (4) INCHES IN DIAMETER
SURVEYOR AND SHALL BE FIELD LOCATED BY THE ENGINEER. ALL MONUMENTS SHALL
AS SPECIFIED HEREINAFTER ARE INSTALLED BY A REGISTERED PROFESSIONAL LAND
FOR ENSURING THAT A MINIMUM OF TWO (2) PROJECT CONTROL MONUMENTS
AND Z (ELEVATION). THE CONTRACTOR SHALL BE RESPONSIBLE
THE MONUMENTS USED SHALL BE SHOWN IN X (EASTING) AND Y (NORTHING)
SYSTEM SURVEYS. THE POSITIONS OF BOTH THE REFERENCED CORNERS AND
THE PROCEDURES USED SHALL CONFORM TO 21NCAC 56.160 GLOBAL POSITIONING
(CLASS A). WHERE THE CORNERS ARE TIED USING GPS SURVEYING METHODS,
SURVEYS PARAGRAPH (1) URBAN AND SUBURBAN VERTICAL CONTROL SURVEYS
SURVEYS (CLASS AA) AND 21 NCAC 56.1605 CLASSIFICATION OF VERTICAL CONTROL
(CLASSIFICATION OF BOUNDARY SURVEYS), PARAGRAPH (1) LOCAL CONTROL NETWORK
AND NAD 83 HORIZONTAL DATUM TO THE ACCURACY SPECIFIED IN 21 NCAC 56.1603
PROJECT PLANS AND BENCHMARKS ARE BASED ON NAVD 88 VERTICAL DATUM2.
DEVELOPMENT CODE AND THE MANUAL OF SPECIFICATIONS AND DETAILS.
ALL IMPROVEMENTS SHALL CONFORM TO THE CITY OF ROCKY MOUNT'S LAND1.
STORM DRAINAGE OR OTHER SITE IMPROVEMENTS ON THIS PLAN.
MOUNT PRIOR TO CONSTRUCTION OF ANY STREET, WATER AND/OR SANITARY SEWER,
REQUESTED ON MOST PLANS. THIS PLAN MUST BE APPROVED BY THE CITY OF ROCKY
MAY REQUIRE ADDITIONAL NOTES NOT INCLUDED HEREIN. THESE ARE TYPICAL NOTES
NOTES. NOT ALL OF THESE NOTES WILL APPLY TO ALL PROJECTS, AND SOME PROJECTS
THE FOLLOWING ARE THE CITY OF ROCKY MOUNT ENGINEERING DEPARTMENT STANDARD
ENGINEERING DEPARTMENT STANDARD GENERAL NOTES:
CONSTRUCTION DETAILS12.
OPEN CHANNEL, CULVERT & STORM SEWER PROFILES11.
STORMWATER MANAGEMENT PLAN, PROFILE AND DETAILS10.
BURROWS STREET EXTENSION CROSS SECTIONS9C.
BURROWS STREET EXTENSION CROSS SECTIONS9B.
BURROWS STREET EXTENTION PLAN, PROFILE & DETAIILS9A.
CONTROL PLAN (BORROW AREA)
SITE, GRADING, DRAINAGE & PHASE II EROSION & SEDIMENT9.
CONTROL PLAN (SUBSTATION)
SITE, GRADING, DRAINAGE & PHASE II EROSION & SEDIMENT8.
(STOCKPILE & BORROW AREA)
PHASE I EROSION & SEDIMENT CONTROL PLAN7.
(SUBSTATION & STREAM RELOCATION)
PHASE I EROSION & SEDIMENT CONTROL PLAN6.
EROSION & SEDIMENT CONTROL DETAILS (SHEET 2 OF 2)5.
EROSION & SEDIMENT CONTROL DETAILS (SHEET 1 OF 2)4.
NOTES AND NARRATIVE
EROSION & SEDIMENT CONTROL GENERAL 3.
OVERALL EXISTING CONDITIONS2.
COVER SHEET, SPECIFICATIONS/GENERAL NOTES1.
DRAWING LIST
GINGER C. MAYNARD
ISAAC SMITH, JR. &
9
5
95
1
1
0
105
105
105
100
100
100
100
100
9
5
9
5
95
CSX TRANSPORTATION RAILROAD COMPANY
1
3
5
2
4
6
5
3
1
2
4
6
1
3
5
2
4
6
5
3
1
2
6
4
CAPACITOR VOLTAGETYPE TEVF 245 DWG#21010496-04
CAPACITOR VOLTAGETYPE TEVF 245 DWG#21010496-04
CAPACITOR VOLTAGETYPE TEVF 245 DWG#21010496-04
5
3
1
2
6
4
CAPACITOR VOLTAGETYPE TEVF 245 DWG#21010496-04
CAPACITOR VOLTAGETYPE TEVF 245 DWG#21010496-04
1
3
5
2
4
6
1
3
5
2
4
6
1
3
5
6
4
2
1
3
5
2
4
6
1
3
5
2
4
6
5
3
1
2
4
6
G
G
G
CAPACITOR VOLTAGETYPE TEVF 245 DWG#21010496-04
CAPACITOR VOLTAGETYPE TEVF 245 DWG#21010496-04
T
X
#
2
1
3
5
6
4
2
1
3
5
2
4
6
CAPACITOR VOLTAGETYPE TEVF 245 DWG#21010496-04
G
S
S
S
S
S
S
S
S
S
S
1
3
0
'
'
S
S
S
T
R
E
A
M
D I T
C
H
D I T
C
H
D I T
C HDIT
C
H
ST
RE
A
M
S
T
R
E
A
M
STREAM
STREAM
DITCH
STREAM
DITCH
STREAM
STREAM
D
D
AREA
SWAMPY
G
IPF
IPF
IPF
IPF
POST
POST
POST
P
P
N C
P
V B 6
5
/0
1 7
2
6

P
P
N C
P
W B 0
7

P
P
3
1 6
F
7
/0
1 7
2
6
/W B 1 6

PP WD34
METER POLE
DILAPIDATED SHED/BARN
B
UI
L
DI
N
G
SIGN NO TRESPASSING
PP XA05

S
H
E
D
1 2
"

R
C
P
2
4
"
R
C
P
12" RCP
CSX TRANSPORTATION RAILROAD COMPANY
E
T H R
I D G E
S
T
R E
E
T
H A R O L D S
T
R E E
T
Z O
N E
"X "
(H A T
C H E D )
Z
O N E "X "
PP WA88
(6
0
' P
U B
L I C R /W )
(5
0
' P
U B
L I C

R /
W )
EX
B
EX
A
EX
C
EX
E
EX
F
EX
G
EX
I
EX
J
2
4
"R C
P
12"RCP
3
0
"
R
C
P
EX
2
EX
4
EX
5
EX
6
EX
7
B
E
E
C
H B
R
A N C
H
RAILROAD TRACKSRAILROAD TRACKS
D
IRT
ROAD
DIRT ROAD DIRT ROAD
INV.=105.29'
INV.=106.72'
INV.=94.11'
HARDWOOD
LARGE
HARDWOOD
LARGE
HARDWOOD
LARGE
SS1
SS
SS2
E
E1
A
G
E
WIRE
GUY
WIRE
GUY
DIRT ROAD
T
R
E S
P
A S
S
I N G
S
I G N N O
CSX TRANSPORTATION RAILROAD COMPANY
A
DI
R
T
R
O
A
D
E
N
D
# 2058/07
# 2056/324
ELECTRIC TOWER
WOODS (TYP.)
EDGE OFA
WOODS (TYP.)
EDGE OF
WOODS (TYP.)
EDGE OF
EX
1
EX
3
F
E
N
C
E
F
E
N
C
E
F
E
N
C
E
WOODS (TYP.)
EDGE OF
6'-12' TALL
PINE CUTOVER
EX
K
EX
L
18"
R
C
P
INV.=102.19
INV.=104.14
U
N
A
B
L
E
T
O

O
B
T
A
I
N

C
O
N
N
E
C
T
I
O
N
D
I
R
E
C
T
I
O
N

O
N
L
Y
DIRT ROAD END
D I R T
/G R A V E
L R O A D
D I R T
/G R A V
E
L R O A D
D I R T
/G R
A V E
L R
O
A D
D I R
T
/G R
A V
E
L
R
O
A D
DIRT/GRAVEL ROAD
DIRT/GRAVEL ROAD
S
T
E
E
L
S
T
R U C
T
U R E 8
0
/0
8
E2
EX
H
E1
WOODS (TYP.)
EDGE OF
18" METAL
INV= 91.60
INV= 91.17
3
6
"

R
C
P
INV = 104.23
0
1 7
2
6
/V B 9
8

P
P
3
1 5
T
A 3
1 6
RC #3
RC #4
RC #1
MON FD.
NCDOT
D I T
C
H
D
I
T
C
H
DITCH
WOODED
WOODED
WOODED
WOODED
WOODED
WOODED
WOODED
DIRT ROAD GRAVEL
A
N
D
P
A
D
S
(
T
Y
P.)
C
O
N
C
R
E
T
E
P
I
E
R
(
R
T.
1
4
1
2
)
R
E
D
O
A
K
B
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E
B
O
R
O
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A
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B
R
I
D
G
E
S
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U
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T
U
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E
A
S
P
H
A
L
T
C
O
V
E
R
E
D
GRASS/SHRUBS
GRASS/SHRUBS
GRASS/SHRUBS
STREAM
#2056 325 2058 09
METAL POLE
ASPHALT PILE
CONCRETE PAD
S
EX
M
EX
D
(TYP.)
POSTS
BEECH BRANCH
ZONE "X" (HATCHED)
SS1
6'-12' TALL
PINE CUTOVER
PARCEL TWO"
"TRACT FOUR
TITLE COMMITMENT
#
2
0
5
8
/0
7
#
2
0
5
6
/3
2
3
E L
E C
T
R I C T
O
W E
R
L
A
R
G
E
P
IN
E
T
R
E
E
L
IN
E
6'-12' TALL
CUTOVER
PINE
L
A
R
G
E
P
I
N
E
T
R
E
E
L
I
N
E
L
A
R
G
E
P
I
N
E
T
R
E
E
L
I
N
E
WOODS (TYP.)
EDGE OF
WOODS (TYP.)
EDGE OF
AREA
AND SWAMPY
THICK BRIARS
CUTOVER MAINLY
WOODS (TYP.)
EDGE OF
WOODS (TYP.)
EDGE OF
WOODS (TYP.)
EDGE OF
WOODS (TYP.)
EDGE OF
WOODS (TYP.)
EDGE OF
WOODS (TYP.)
EDGE OF
WOODS (TYP.)
EDGE OF
WOODS (TYP.)
EDGE OF
BH-6
BH-1
BH-2
BH-4
BH-7
BH-9
BH-3
BH-5
BH-8
BH-10
1 0
0
1
0
0
9
5
9
5
95
95
130
13 0
1
2
5
1 2
5
125
125
125
125
125
125
125
120
120
120
120
120
120
1201
2
0
120
120
120
1
2
0
1
2
0
1 2
0
120
120
120
120
120
12
0
1
2
0
120
120
120
115
1 1 5
115
1
1
5
1
1
5
115
115
115
115
115
115
1 1 5
115
1
1
5
115 115
115115115115115
115
115
115
115
1
1
0
1
1
0
1 1 0
110
1
1
0
110
110
110
110
1
1
0
1 1 0
1
1
0
110
110
110
110
110
1
1
0
110
110
110110110
110
1
1
0
110
105
105
1 0
5
1
0
5
1 0
5
1 0 5
1
0
5
1
0
5
1
0
5
10
5
105
1
0
5
105
105
1 0
5
105
105
105
10510
5
105
105
105
105
105
105
100
1
0
0
100
100
100
100
100
100
100
100
100
100
100
10
0
100
1 0 0
100
1 0
0
1 0 0
1 0 0
9
5
9
5
9
5
9
5
9 5
9
5
9
5
9
5
95
95
9
5
9
5
95
9 5
9595
9 5
90
I
N
S
W
A
M
P
Y
A
R
E
A
S
T
R
E
A
M
C
H
A
N
N
E
L
#2
RC
(TYP.)
WOODS
EDGE OF
FEM A FLO O D PLA IN
ZO N E "X "
2
5'
F
R
O
N
T
S
E
T
B
A
C
K
10' SIDE SETBACK
1 0
' R
E
A R

S
E
T
B
A C
K
1 5
' S
I D E

S
E
T
B
A C
K
5
0'
F
R
O
N
T
S
E
T
B
A
C
K
30' REAR SETBACK
1 5
' S
I D E
S
E T
B A C
K
1 5
' S
I D E
S
E
T
B A C
K
1 5
' S
I D E S
E
T
B A C K
3
0' R
E
A
R
S
E
T
B
A
C
K
3
0'
R
E
A
R
S
E
T
B
A
C
K
1 5
' S
I D E
S
E
T
B
A C
K
1 5
' S
I D E S
E T B A C
K
5
0'
F
R
O
N
T
S
E
T
B
A
C
K
5
0'
F
R
O
N
T
S
E
T
B
A
C
K
3
0' R
E
A
R
S
E
T
B
A
C
K
1 5
' S
I D E
S
E
T
B A C
K
1 5
' S
I D E S
E T B A C
K
5
0' FR
ON
T
S
E
T
BA
CK
1 5
' S
I D E S
E
T
B A C K
30' REAR SETBACK
5
0'
F
R
O
N
T
S
E
T
B
A
C
K
1 5
' S
I D
E

S
E
T
B
A
C
K
AREA
SWAMPY
BH-11
EX
Q
P
EX
R
EX
A
S
P
H
A
L
T
A S
P
H A L T
D R
I V E
PATCH
ASPHALT
24" PINE (2)
36" OAK
MYRTLE
12" CRAPE
M
Y
R
T
L
E
1
2
"
C
R
A
P
E
8" PEAR
S
S
S
S
O
EX
PP WCO1
LANDSCAPING
VAULT
C
O
N C .
4
' W O
O
D F
E
N C
E
H A T
H A W A Y
S
T
(U .S
. R
O
U T
E
3
0
1 )
6
0
0
' ±
T
O
E A S
T
L I N E O F

W O O D F
E
N C
E
F
O
PP 01726
C
O
N C .
4
' W O
O
D F
E
N C E
PP 01726
F
R
O
M
C
O
U
N
T
Y
G
I
S
P
L
A
N
S
U
N
D
E
R
G
R
O
U
N
D
W
A
T
E
R
L
I
N
E
T
A
K
E
N
INV.=94.34'
DRC
07/01/16KEL
0000-000
200'100'0
SCALE
1"=100'
2 12
CITY OF ROCKY MOUNT, NORTH CAROLINA
HATHAWAY SWITCHING STATION
OVERALL EXISTING CONDITIONS
10'REAR SETBACK:
10'SIDE SETBACK:
25'FRONT SETBACK:
N/ALOT WIDTH:
ZONING REQUIREMENTS: (I-2)10.
30'REAR SETBACK:
15'SIDE SETBACK:
50'FRONT SETBACK:
100'LOT WIDTH:
ZONING REQUIREMENTS: (A-1)9.
CONTOUR INTERVAL = 1'8.
3, 2015.
JULY 24, 2015 AND ADDITIONAL PARCEL ID: 040252 ON SEPTEMBER
TOPOGRAPHIC SURVEY WAS COMPLETED BY BOWMAN CONSULTING ON 7.
AND DEPTHS OF ALL UTILITIES PRIOR TO ANY CONSTRUCTION.
TIME OF THIS SURVEY. CONTRACTORS SHALL VERIFY THE LOCATION
NO UNDERGROUND UTILITIES WERE MARKED OR LOCATED AT THE 6.
EFFECTIVE DATE NOVEMBER 3, 2004.
NORTH CAROLINA, COMMUNITY-PANEL NUMBER 3720386300J,
AS SHOWN ON FEMA FLOOD INSURANCE RATE MAP FOR NASH COUNTY,
AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD)
THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE;
AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS
AND ZONE "X" (HATCHED)(AREAS OF 0.2% ANNUAL CHANCE FLOOD;
DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN)
100-YEAR FLOODPLAIN. IT LIES IN ZONE "X" (UNSHADED)(AREAS
THE SURVEYED PROPERTY SHOWN HEREON IS NOT IN A 5.

COMPANY, COMMITMENT NO. 15GB099604, DATED MARCH 13, 2015.
COMMITMENT FOR TITLE INSURANCE FROM CHICAGO TITLE INSURANCE
HEREWITH. BOWMAN CONSULTING GROUP, LTD. WAS PROVIDED A
ALL COVENANTS AND RESTRICTIONS OF RECORD AND THOSE RECORDED
TO THE SURVEYED PROPERTY AS SHOWN HEREON IS SUBJECT 4.

NORTH CAROLINA.
BOOK 2520, PAGE 570 AMONG THE LAND RECORDS OF NASH COUNTY,
BOUNDARY INFORMATION AS SHOWN HEREON IS BASED ON DEED 3.
SOLUTION AND TIED TO NGS MONUMENT "BATTLEBORO".
CAROLINA STATE GRID, NAD83 (2011) BASED OFF AN OPUS
VERTICAL DATUM IS NAVD 88 AND HORIZONTAL DATUM IS NORTH 2.

040252 IS ZONED I-2.
AT THE CITY OF ROCK MOUNT TAX ASSESSMENT MAP PARCEL ID
ADDITION SURVEYED PROPERTIES DELINEATED HEREON ARE LOCATED
022200, 037306, & 040250 AND ARE ZONED A-1 AND R-10. IN
AT NASH COUNTY TAX ASSESSMENT MAP PARCEL ID 018274, 020042,
THE SURVEYED PROPERTIES DELINEATED HEREON ARE LOCATED 1.
NOTES:
CONTROL
EL: 105.51'
E: 2,368,193.15
N: 837,403.93
ROD & CAP SET
R/C #1
EL: 98.45'
E: 2,368,542.82
N: 837,007.72
ROD & CAP SET
R/C #2
EL: 112.60'
E: 2,368,141.08
N: 837,762.62
ROD & CAP SET
R/C #3
EL: 119.84'
E: 2,368,453.88
N: 838,022.37
ROD & CAP SET
R/C #4
EX
EX
4
EX
5
EX
EX
J
EX
3
2
6
M
EX
N
L
EX
EX
7
EX
EX
K
EX
C
EX
D
B
EX EX
EX
1 A
EX
EX
H
I
EX
G
E
EX
EX
F
OUT=120.58 (12"RCP To 2)
STORM INLET TOP=123.68
OUT=120.43 (12"RCP To 3)
IN=N/A (12"RCP Fr 1)
STORM INLET TOP=123.16
INVERT=115.23 (12"RCP Fr 2)
STORM CULVERT
OUT=115.96 (24"RCP To 5)
STORM MANHOLE TOP=119.86
IN=115.52 (30"RCP To 7)
IN=N/A (12"RCP Fr 6)
IN=115.66 (24"RCP Fr 4)
STORM MANHOLE TOP=120.10
OUT=118.13 (12"RCP To 5)
STORM MANHOLE TOP=121.23
INVERT=115.17 (30"RCP Fr 5)
STORM CULVERT
OUT=91.17 (12"DIP To B)
IN=92.02 (12"DIP Fr WEST)
SANITARY MANHOLE TOP=97.17
OUT=91.87 (8"DIP To C)
IN=92.02 (12"DIP Fr A)
SANITARY MANHOLE TOP=97.17
OUT=90.86 (12"TC To D)
IN=91.43 (12"TC Fr E)
IN=91.08 (8"DIP Fr B)
SANITARY MANHOLE TOP=98.58
OUT=90.27 (12"TC To M)
IN=90.46 (12"TC Fr C)
SANITARY MANHOLE TOP=97.17
OUT=98.81 (12"TC To C)
IN=99.21 (12"TC Fr H)
IN=99.29 (8"TC Fr F)
IN=99.27 (12"DIP Fr WEST)
SANITARY MANHOLE TOP=103.91
OUT=100.26 (8"TC To E)
IN=100.32 (8"TC Fr G)
SANITARY MANHOLE TOP=104.43
OUT=100.53 (8"TC To F)
IN=100.63 (8"TC Fr NORTHEAST)
SANITARY MANHOLE TOP=103.93
OUT=100.02 (12"TC To E)
IN=100.08 (12"TC Fr I)
SANITARY MANHOLE TOP=106.07
OUT=103.66 (12"TC To H)
IN=103.69 (12"TC Fr J)
SANITARY MANHOLE TOP=110.94
OUT=106.49 (12"TC To I)
IN=106.51 (12"TC Fr K)
SANITARY MANHOLE TOP=112.35
OUT=108.01 (12"TC To J)
IN=108.06 (12"TC Fr L)
SANITARY MANHOLE TOP=116.51
OUT=108.36 (12"TC To K)
IN=108.46 (12"TC Fr EAST)
SANITARY MANHOLE TOP=115.36
OUT=89.17 (12"TC To N)
IN=89.25 (12"TC Fr D)
SANITARY MANHOLE TOP=97.07
IN=81.10 (12"TC Fr M)
SANITARY MANHOLE TOP=97.14
D.B. 828, PG 227
50' VEPCO POWER LINE R/W
D.B. 838, PG. 624
100' VEPCO POWER LINE R/W
AS SHOWN IN P.B. 16, PG. 574
30' ACCESS EASEMENT
AS SHOWN IN P.B. 16, PG. 574
150' VEPCO POWER LINE R/W
(APPROXIMATE LOCATION)
D.B. 1022, PG. 199
30' SEWER EASEMENT
(APPROXIMATE LOCATION)
P.B. 16, PG. 574
30' SEWER EASEMENT
(APPROXIMATE LOCATION)
D.B. 945, PG 566
15' GAS EASEMENT
(APPROXIMATE LOCATION)
D.B. 1013, PG. 395
30' SEWER EASEMENT
STORM & SANITARY TABLE
EASEMENT LEGEND
L1
4
8
0.
2
4'
(T
IE
)
N
3
9
°
5
4'
4
3
" E
9
8.
8
2'
MON. FD. MC/B
IPF 1/2"
IPF 1/2"
IPF PINCHED
T-BAR FOUND (ON LINE)
IPF (ON LINE)
IPF (HELD)
IPF BENT
IPF (ON LINE)
IPF (ONLINE)
IPF (HELD)
AXLE (HELD)
IRF (HELD)
IRS
0.47' WEST OF LINE
0.16' WEST OF LINE
1.54' DECK EAST OF LINE
IRS (ON LINE)
CL STREAM
CL STREAM
S 23°29'01" W 208.73'S 23°29'01" W 2129.16'
(GROUND)375.61'
S 23°29'01" W 2129.16'
5
8
9
.7
4
' (T
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)

(5
9
0
.0
2
' R
E
C
O
R
D
)
375.60'
N 09°46'12" E
N 23°29'01" E 224.96'
S

6
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1 3
3
.
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0
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IPF
EAST OF LINE
0.46' FENCE
EAST OF LINE
0.37'
L 2
L
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S
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(T
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N
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1
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2
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2
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S 23°29'01" W 2129.16'
IRF
EAST OF LINE
0.46' FENCE
MON FD.
NCDOT
MON FD.
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MON FD.
NCDOT IPF (3.6'EAST)
IPF
S 23°29'01" W 206.97'
64.09'
S 23°29'01" W
128.93'
MON. FD.
TOWN LINE
N
6
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5
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1 7
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W
4
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SURVEY TIE LINE (TYP.)
(1.1' FROM IPF)
MON FD.
N05°11'12"E
37.22'
N21°42'53"E 95.78'
120.23'
147.85'
93.61'
N06°00'48"W
N06°00'48"W
N
8
7
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5
4'
3
1
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W
S
8
7
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5
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7
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SURVEY TIE
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CENTERLINE STREAM
H A T
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0
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FROM CORNER
N 17°55'34" E 0.19'
IPF
FROM CORNER
N 86°19'01" E 0.69'
IPF
FROM CORNER
N 44°24'37" E 0.46'
C E N T E R L IN E S T R E A M
CENTERLINE STREAM
NCGS "BATTLEBORO"
MON
S

4
9
°
5
0
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3
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6
2
.6
4
'
PL PL PL PL
P L
PL
P L
P L
P
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P
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P
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P
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P
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P
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P L
P
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P L
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ZONED: R-10
D.B. 2610, PG. 637
PARCEL ID: 017169
D.B. 1270, PG. 760
PARCEL ID: 020032
ZONED: R-10
D.B. 2442, PG. 401
PARCEL ID: 019026
"SUBDIVISION"
HILLSIDE
MAYNARD
GINGER C.
CORPORATION
A DELAWARE
HOSPIRA, INC.
COUNTY
NASH
ZONED: I-2
B)
P.B. 16, PG. 574 (PARCEL
PART)
PARCEL ID: 040252 (IN
ACRES
AREA: 51,782 S.F. OR 1.19
ONE"
PARCEL
FOUR
"TRACT
COMMITMENT
TITLE
V
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&ZONED: R-10
P.B. 11, PG. 44
P.B. 4, PG. 154
T
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P
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S
, J
R
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JOAN B. INSCOE
LARRY D. BRYANT &
JAMES H. BRYANT, JR.
KIRBY WAYNE RANDALL
ANNE-MARIE HARRISON RANDALL &
SHIRLEY S. POST
JAMES F. POST
ZONED: R-10
D.B. 925, PG. 375
PARCEL ID: 019498
ZONED: R-10
"TRACT ONE"
TITLE COMMITMENT
D.B. 2520, PG. 570 (TRACT SIX)
PARCEL ID: 022200
A
E
E1
E2
G
SS
SS1
SS2
GINGER C. MAYNARD
ISAAC SMITH, JR. &
GINGER C. MAYNARD
ISAAC SMITH, JR. &
GINGER C. MAYNARD
ISAAC SMITH, JR. &
GINGER C. MAYNARD
ISAAC SMITH, JR. &MOUNT
CITY OF ROCKY
MOUNT
CITY OF ROCKY
ZONED: I-2
D.B. 2055, PG. 92
PARCEL ID: 019045
CORPORATION
A DELAWARE
HOSPIRA, INC.
ZONED: I-2
D.B. 2055, PG. 92
PARCEL ID: 019045
SHEETS 6 & 8
SHEETS 7 & 9
CSX TRANSPORTATION RAILROAD COMPANY
E
T
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D.B. 2520, PG. 570
PARCEL ID: 019856
R/C #1
R/C #3
R/C #4
R/C #2
"TRACT THREE"
TITLE COMMITMENT
ZONED: A-1
P.B. 16, PG. 574 (PARCEL C)
D.B. 2520, PG. 570 (TRACT NINE)
PARCEL ID: 040250
OR 35.14 ACRES
TOTAL AREA 1,530,606 S.F.
11889 RED OAK BATTLEBORO ROAD
ZONED: I-2
P.B. 16, PG. 574 (PARCEL B)
PARCEL ID: 040252 (IN PART)
OR 2.26 ACRES
AREA: 98.318 S.F.
11875 RED OAK BATTLEBORO ROAD
ZONED: A-1
P.B. 16, PG. 574 (PARCEL A)
PARCEL 1 & 2)
D.B. 2520, PG. 570 (TRACT FIVE,
PARCEL ID: 020042
11 DREW HILLS CT.
"TRACT FIVE"
TITLE COMMITMENT
ZONED: A-1
EIGHT)
D.B. 2520, PG. 570 (TRACT
PARCEL ID: 037306
OR 35.14 ACRES
TOTAL AREA 1,530,606 S.F.
4798 BATTLEBORO APTS
"TRACT FIVE"
TITLE COMMITMENT
ZONED: A-1
EIGHT)
D.B. 2520, PG. 570 (TRACT
PARCEL ID: 037306
OR 35.14 ACRES
TOTAL AREA 1,530,606 S.F.
4815 CREPE MYRTLE ST.
"TRACT TWO"
TITLE COMMITMENT
ZONED: A-1
THREE, IN PART)
D.B. 2520, PG. 570 (TRACT
PARCEL ID: 018274
OR 35.14 ACRES
TOTAL AREA 1,530,606 S.F.
4815 CREPE MYRTLE ST
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EXISTING CONDITIONS LEGEND
IPF
IRF
IPS
MON
N/F
PL
S
115
SIGN
POWER POLE
GUY WIRE
TRANSMISSION TOWER
SANITARY MANHOLE
POST
NOW OR FORMERLY
IRON ROD SET
IRON ROD FOUND
IRON PIPE FOUND
MONUMENT FOUND
OVERHEAD UTILITIES
FENCE
SANITARY CONNECTION
STREAM/DITCH
ZONE 'X' FEMA FLOODPLAIN
STORM PIPES / STRUCTURES
MAJOR INDEX CONTOUR (5 FOOT)
MINOR CONTOUR (1 FOOT)
WOODS LINE
ROADS
PROPERTY LINE
EASEMENTS
SETBACKS
EXISTING STREAM
EXISTING WETLANDS
07/01/16

OUT=104.46 (8"TC TO O)
IN=104.51 (8"TC FR Q)
IN=104.51 (8"TC FR R)
SANITARY MANHOLE TOP=112.96'
OUT=107.95 (8"TC TO P)
IN=108.00 (8"TC FR EAST)
SANITARY MANHOLE TOP=117.55
OUT=105.62 (8"TC TO P)
IN=107.62 (8"PVC FR EAST)
SANITARY MANHOLE TOP=110.62
TOP=110.62'
OUT=101.52 (8"TC TO O)
IN=102.02 (8"TC FR P)
SANITARY MANHOLE TOP= 107.02'EX
O
EX
P
EX
Q
EX
R
Revisions
D
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s
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N
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.
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a
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B
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B
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.
P
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t

N
u
m
b
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r
Name Date Sheet No.
Scale
Revisions
OF
Drawing No.
B/M No.
Project No.
PLOTTED:
Cad File Name
O 1 2 3 4 5 7 8 9 1O 11 12CL
Approvals
Approvals
$USERNAME$
Cell Name B/M Assembly
Designed by:
Typical Drawing
Information
Library Location Pipe Stand Foundation Cells (Pier)Pipe Stand Foundation Cells (Spread)Foundation Cells for Other Typical Structures
(Pier)(Spread)
Steel Detail & Assembly
P
L
O
T
T
E
D
:
$
U
S
E
R
N
A
M
E
$
$
$
$
$
$
$
$
$
$
$
$
S
Y
T
I M
E
b
o
r
d
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.
d
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n
$$$$$$$$$$$SYTIME
Professional Engineer
Approval
07/01/16
N.T.S
CMC
0000-000
KEL 07/01/16
SOILS MAP
$$$$$$$$$$$SYTIME
99999
CITY OF ROCKY MOUNT, NORTH CAROLINA
HATHAWAY SWITCHING STATION
NOTES & NARRATIVE
EROSION & SEDIMENT CONTROL GENERAL
3 12
OR CRIMINAL PENALTIES.
FOR CONSTRUCTION ACTIVITIES AND MAY RESULT IN STATE OR FEDERAL CIVIL
WILL BE CONSIDERED A VIOLATION OF THE NPDES GENERAL PERMIT NCG010000
CONTACT WITH SURFACE WATERS, WETLANDS OR BUFFERS. FAILURE TO DO SO
CONCRETE AND SEDIMENT DO NOT ENTER STREAMS OR STORM DRAINS OR HAVE
PRECAUTIONS TO ENSURE THAT PAINTS, LIQUID WASTES, DEMOLITION MATERIALS,
THE CONTRACTOR AND ALL SUB-CONTRACTORS SHALL TAKE ALL NECESSARY 9:
VIOLATIONS MAY RESULT IN FINES TO THE PROPERTY OWNER(S).
CODE AND THE N.C. SEDIMENTATION AND POLLUTION CONTROL ACT. SUCH
PLAN IS IN VIOLATION OF THE CITY OF ROCKY MOUNT'S LAND DEVELOPMENT
ANY GRADING BEYOND THE LIMITS OF DISTURBANCE SHOWN ON THE APPROVED 8:
FOR APPROVAL AND ADDITION TO THEIR RECORDS.
SUBMITTED TO THE DEPARTMENT OF ENGINEERING WITHIN FIVE BUSINESS DAYS
PREVENT OFFSITE SEDIMENTATION, THESE PLANS MUST BE MODIFIED AND
IF ADDITIONAL EROSION AND SEDIMENTATION CONTROLS ARE REQUIRED TO 7:
ADEQUACY.
SUBJECT SITE FOR THE INSPECTION OF SEDIMENTATION AND EROSION CONTROL
GRANTED ACCESS UPON REASONABLE REQUEST TO ANY AND ALL AREAS OF THE
CITY OF ROCKY MOUNT ENGINEERING DEPARTMENT PERSONNEL MUST BE 6:
TO ANY GRADING ACTIVITIES.
PRIDGEN AT [phone] TO INSPECT EROSION CONTROL MEASURES PRIOR
AND GRADING. CONTACT CITY OF ROCKY MOUNT ENGINEERING INSPECTOR BILL
IN WRITING FROM ENGINEERING DEPARTMENT STAFF PRIOR TO SITE CLEARING
APPROVAL OF CONSTRUCTED EROSION CONTROL MEASURES SHALL BE OBTAINED
OR GRADING ACTIVITIES BEYOND THAT NECESSARY TO INSTALL SUCH MEASURES.
EROSION CONTROL MEASURES SHALL BE CONSTRUCTED PRIOR TO ANY CLEARING 5:
ENSURE THAT NO SEDIMENT IS RELEASED FROM THE SITE.
REQUIREMENTS. ADDITIONAL MEASURES SHALL BE PUT IN PLACE AS NEEDED TO
THE APPROVED PLAN SHOULD BE REGARDED AS DEPICTING THE MINIMUM 4:
LOCATED AND EASILY ACCESSIBLE DURING CONTRUCTION.
KEPT ON SITE AT ALL TIMES IN A PERMIT BOX THAT IS CONSPICUOUSLY
A COPY OF THE APPROVED SEDIMENTATION & EROSION CONTROL PLAN MUST BE 3:
DEPARTMENT OF ENGINEERING UPON RECEIPT.
COPIES OF ALL ADDITIONAL APPROVALS MUST BE PROVIDED TO THE
BE REQUIRED PRIOR TO AUTHORIZATION TO BEGIN CLEARING AND GRADING.
MOUNT ONLY. ADDITIONAL APPROVALS (SUCH AS 401 / 404 WETLANDS, ETC.) MAY
APRROVAL OF THIS PLAN CONSTITUTES APPROVAL FROM THE CITY OF ROCKY 2:
CONSTRUCTION OF ANY IMPERVIOUS SURFACE OR STRUCTURE.
ACTIVITIES LISTED WITHIN THIS PLAN. THIS PLAN DOES NOT PERMIT THE
APPROVAL OF THIS PLAN PERMITS ONLY THOSE CLEARING AND GRADING 1:
(CITY OF ROCKY MOUNT)
GENERAL SEDIMENTATION AND EROSION CONTROL STANDARD NOTES
OFF-SITE AREAS ARE NOT ANTICIPATED TO BE USED.
OFF-SITE AREAS
EAST BY A CSX RAILWAY EASEMENT.
BATTLEBORO ROAD RT. 1412, TO THE NORTH BY ETHRIDGE STREET AND TO THE
R-6MFA (MULTIFAMILY RESIDENTIAL DISTRICT), TO THE SOUTH BY RED OAK
CREPE MYRTLE STREET, ZONED R-10 (LOW-DENSITY RESIDENTIAL DISTRICT) AND
THE SITE IS BOUND TO THE NORTH AND WEST BY RESIDENTIAL PROPERTIES ALONG
ADJACENT PROPERTIES
TO PRE-DEVELOPED CONDITIONS.
WITH VEGETATED BANKS. THE BORROW AREA WILL BE REVEGETATED AND RETURNED
PRIOR TO SWITCHING STATION CONSTRUCTION. THE OUTFALL APPEARS TO BE STABLE
TRIBUTARY OF BEECH BRANCH VIA CULVERT. THIS STREAM WILL BE RELOCATED
SYSTEMS AND CURBING. THE DETENTION POND WILL OUTFALL TO THE UNNAMMED
STORMWATER DETENTION POND TO THE SOUTH VIA SHEET FLOW, UNDERDRAIN
IN THE PROPOSED CONDITION, THE SWITCHING STATION AREA WILL DRAIN TO A
PROPOSED SITE CHARACTERISTICS
REFER TO SHEET 4 FOR TEMPORARY AND PERMANENT SEEDING SPECIFICATIONS.
MANUAL. * GENERAL SPECIFICATIONS FOLLOW:
NATURAL RESOURCES EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
SPECIFICATIONS OF THE NORTH CAROLINA DEPARTMENT OF ENGINEERING AND
TEMPORARY AND PERMANENT SEEDING SHALL CONFORM TO THE LATEST 11.
(CURLEX) IMMEDIATELY AFTER CONSTRUCTION.
SHALL BE LIMED, FERTILIZED, SEEDED, AND STABILIZED WITH EXCELSIOR BLANKET
UNLESS OTHERWISE NOTED, ALL DITCHES AND OTHER GRASS LINED WATER WAYS 10.
SHALL BE TOPSOILED WHEN SUFFICIENT MATERIAL IS AVAILABLE.
STANDARD ROUGHENING PROCEDURES. ALL AREAS DESIGNATED TO BE SEEDED
TOPSOIL SHALL BE APPLIED IN 2-6 INCH LAYERS ON AREAS ROUGHENED USING 9.
AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SUBSTATION LOT.
TEMPORARY OR PERMANENT SEEDING SHALL BE ACCOMPLISHED WITHIN 7 DAYS 8.
ARE COMPLETE.
SHALL BE APPLIED AS SOON AS PRACTICAL AFTER FOUNDATION INSTALLATIONS
THE SITE STONE IS PART OF THE PERMANENT STABILIZATION OF THE SITE. IT 7.
EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.
COMPACTED, SEEDED, AND MULCHED WITHIN 7 DAYS AFTER BACKFILL. ALL
ELECTRIC POWER, TELEPHONE, AND GAS SUPPLY TRENCHES ARE TO BE 6.
EXCEPT THOSE CONTINUOUSLY BEING WORKED OR BUILT UPON.
NO DISTURBED AREA SHALL REMAIN DENUDED FOR LONGER THAN 7 DAYS, 5.
DRAINAGE BEDS FREE OF SILT CAUSED BY EROSION DURING CONSTRUCTION.
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO KEEP SURROUNDING 4.
PLAN APPROVING AUTHORITIES.
WHEN AREAS ABOVE THEN BECOME STABILIZED TO THE SATISFACTION OF THE
CEASE TO FUNCTION AS INTENDED. TEMPORARY CONTROLS SHALL BE REMOVED
TEMPORARY DEVICES SHALL BE REPAIRED OR REPLACED IMMEDIATELY IF THEY 3.
INSTALLED AS THE FIRST STEP OF THE GRADING PROCESS.
EROSION AND SEDIMENT CONTROL DEVICES, AS SHOWN ON THE PLAN, SHALL BE 2.
AUTHORITY.
THE REQUIREMENTS COVERED IN THIS HANDBOOK OR THE CONTROLLING
ALL CONTROL DEVICES. THESE DEVICES SHALL MEET OR EXCEED THE HIGHER OF
SHALL BE RESPONSIBLE FOR THE INSTALLATION, MAINTENANCE, AND REMOVAL OF
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. CONTRACTOR
NORTH CAROLINA DEPARTMENT OF ENGINEERING AND NATURAL RESOURCES
CONTRACTOR SHALL HAVE AVAILABLE A COPY OF THE LATEST VERSION OF THE 1.
EROSION AND SEDIMENTATION CONTROL NOTES - DOMINION
DUST CONTROL - NC6.843.
CONSTRUCTION ROAD STABILIZATION - NC6.802.
CHECK DAM - RM3.8a1.
OTHER RELATED PRACTICES
BUFFER ZONE - NC6.742.
VEGETATIVE STREAMBANK STABILIZATION - NC6.721.
STREAM PROTECTION (SEE SHEETS E1 THROUGH E9)
COMPOST SOCK (OPTIONAL) - NC6.665.
SKIMMER SEDIMENT BASIN - NC6.644.
TEMPORARY SEDIMENT (SILT) FENCE - RM3.33.
DEWATERING BAG - RM3.252.
POROUS BAFFLES - RM3.231.
SEDIMENT TRAPS AND BARRIERS
PIPE INLET PROTECTION - RM3.161.
INLET PROTECTION
CULVERT OUTLET PROTECTION - RM3.221.
OUTLET PROTECTION
TEMPORARY DIVERSION BERM - RM3.152.
CHANNEL STABILIZATION W/EC MATTING - RM3.121.
RUNOFF CONTROL MEASURES
ROLLED EROSION CONTROLLED PRODUCTS - NC6.174.
MULCHING - NC6.143.
PERMANENT SEEDING - NC6.112.
TEMPORARY SEEDING - NC6.101.
SURFACE STABALIZATION
TREE PROTECTION - NC6.056.
TOPSOILING - NC6.045.
SURFACE ROUGHENING - NC6.034.
LAND GRADING - NC6.023.
CONSTRUCTION SEQUENCE SCHEDULE - NC6.012.
GRAVEL CONSTRUCTION ENTRANCE - RM3.171.
SITE PREPARATION

MANUAL, WHICH ADHERES TO THE NORTH CAROLINA SEDIMENTATION CONTROL LAW.
NATURAL RESOURCES (DENR) EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
LATEST EDITION OF THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE
UNLESS OTHERWISE NOTED, ALL STRUCTURAL AND VEGETATIVE EROSION AND SEDIMENT
EROSION AND SEDIMENT CONTROL MEASURES
CREPE MYRTLE STREET DURING CONSTRUCTION.
SPECIAL CARE SHALL BE TAKEN TO PREVENT SOIL EROSION FROM TRACKING ONTO
DISTURBANCE.
A MEASURE OF PROTECTION FOR SIGNIFICANT SEDIMENT LEAVING THE LIMITS OF
UNNAMED TRIBUTARY OF BEECH BRANCH. MEASURES HAVE BEEN DESIGNED TO PROVIDE
DEPOSITS ON DOWN GRADIENT PROPERTIES. THE OUTFALL FOR THE SITE IS THE
CONTRACTOR SHALL IMPLEMENT PROTECTIVE MEASURES TO MINIMIZE SEDIMENTATION
THIS PROJECT HAS RELATEIVELY LOW RISK FOR EXCESSIVE EROSION; HOWEVER, THE
CRITICAL EROSION AREAS
SEASONAL HIGH WATER TABLE > 80 INCHES.
CONSISTS OF (NoB) NORFOLK LOAMY SAND WITH 2 TO 6% SLOPES, HSG A WITH A
SWITCHING STATION AREA AS WELL AS THE MAJORITY OF THE BORROW AREA
HIGH WATER TABLE > 80 INCHES BELOW GRADE. THE NORTHEASTERN PORTION OF THE
BIBB SOILS, HSG A/D (ASSUMED D IN HYDROLOGIC CALCULATIONS) WITH A SEASONAL
THE MAJORITY OF THE SWITCHING STATION DEVELOPMENT AREA IS COMPOSED OF (Bb)
SOILS
TOTAL DISTURBED AREA: 12.30 ACRES
3720386300J DATED NOVEMBER 3, 2004.
CHANCE FLOODPLAIN WITHIN ZONE X PER FEMA FLOOD INSURANCE RATE MAP NO.
IMPACTED. THIS SITE IS DETERMINED TO BE OUTSIDE OF THE 0.2% (500-YEAR) ANNUAL
CONTROL MEASURES TO ENSURE THAT NO AREAS OUTSIDE OF THE PROJECT LIMITS ARE
LIMITS OF DISTURBANCE WILL BE FLAGGED AND PROTECTED BY EROSION AND SEDIMENT
THE RAILWAY EASEMENT ALONG THE EAST SIDE OF THE PROPERTIES. THE PROJECT'S
BURROWS STREET TO THE NORTHWEST AND (2) AN EXISTING DIRT ROAD ADJACENT TO
TWO (2) ENTRANCES EXIST FOR THE SITE: (1) AN EXISTING DIRT ROAD CONNECTING TO
THE UNNAMED TRIBUTARY OF BEECH BRANCH DRAINING TO THE SOUTHWEST.
TERRAIN HAS VARIABLE SLOPES BETWEEN 1 AND 16% AND CURRENTLY SHEET FLOWS TO
GRASSED MEADOW AND FORESTED AREA WITH SOME AREAS OF DIRT ROADS. THE EXISTING
PROCESS FOR PURCHASE BY DOMINION POWER. THE EXISTING SITE IS COVERED BY
OF CITY OF ROCKY MOUNT PROPERTY. THESE PARCELS ARE CURRENTLY IN THE
PROPERTY OWNED BY ISAAC SMITH JR. AND GINGER C. MAYNARD AND A SMALL PORTION
THE PROPOSED SWITCHING STATION CONSTRUCTION SITE IS LOCATED ON A VACANT
EXISTING SITE CONDITIONS
TAR-PAMLICO BASIN.
UNDER THE UPPER TAR BEECH BRANCH REGION (03020101) IN THE PIEDMONT OF THE
TOWARDS ONE (1) OUTFALL: AN UNNAMED TRIBUTARY OF BEECH BRANCH. THIS SITE FALLS
(I-2) AND WILL RESULT IN A DISTURBED AREA OF 12.3 ACRES. SITE HYDROLOGY CONVEYS
NORTH CAROLINA. THE SUBSTATION IS ZONED AGRICULTURAL (A-1) AND LIGHT INDUSTRIAL
PARCELS LOCATED AT 4815 CREPE MYRTLE STREET WITHIN THE CITY OF ROCKY MOUNT,
TO SERVE THE ROCKY MOUNT AREA. THE STATION WILL BE CONSTRUCTED ON VACANT
THE PURPOSE OF THIS PROJECT IS TO CONSTRUCT AN ELECTRICAL SWITCHING STATION
PROJECT DESCRIPTION
CONSTRUCTION.
REFER TO SHEET 9 FOR PHASE II EROSION AND SEDIMENT CONTROL SEQUENCE OF
CONSTRUCTION.
REFER TO SHEET 7 FOR PHASE I EROSION AND SEDIMENT CONTROL SEQUENCE OF
CHECKED AND MITIGATED ACCORDINGLY.
DAILY AND AFTER EACH SIGNIFICANT RAINFALL. THE FOLLOWING MEASURES WILL BE
IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED
MAINTENANCE
BE CONSTRUCTED ADJACENT TO THE SWITCHING STATION PAD.
ROCKY MOUNT STORMWATER DESIGN MANUAL, A STORMWATER DETENTION POND WILL
PRE-DEVELOPED FLOWS FOR THE 1-, 10-, AND 25-YEAR STORMS PER THE CITY OF
ON SITE. TO MAINTAIN POST-DEVELOPED PEAK FLOWS LESS THAN THE
NUTRIENT STRATEGY RULES, THEREFORE, NO WATER QUALITY BMP'S ARE REQUIRED
PHOSPHORUS ARE WITHIN THE ALLOWABLE LIMITS ESTABLISHED BY THE TAR-PAMLICO
37.39 ACRES. THE POST-DEVLOPED NUTRIENT LOADINGS FOR NITROGEN AND
INCLUDE THE ENTIRE PROPERTY NORTH OF ROUTE 1412 AND IS CALCULATED TO BE
THE APPLICABLE SITE AREA FOR THE WATER QUALITY REQUIREMENTS IS ASSUMED TO
STORMWATER MANAGEMENT
TRAVELING OFFSITE.
ONSITE TO PREVENT SURFACE AND AIR MOVEMENT OF DUST PARTICLES FROM
DUST CONTROL MEASURES OUTLINED IN NCDEQ STANDARD 6.84 WILL BE USED
DUST CONTROL - NC6.84
STANDARD 6.80.
PLANS. ALL CONSTRUCTION ROAD STABALIZATION USED WILL FOLLOW NCDEQ
AREA, AND ADJACENT TO THE RELOCATED STREAM CROSSING AS SEEN IN THE E&S
STABALIZATION WILL BE UTILIZED AT THE ENTRANCE OF THE SITE, NEAR THE BORROW
TO PREVENT EROSION FROM CONSTRUCTION VEHICLES, CONSTRUCTION ROAD
CONSTRUCTION ROAD STABILIZATION - NC6.80
WILL BE INSTALLED AS SEEN ON THE E&S PLANS ACCORDING TO RM STANDARD 3.8a.
TO REDUCE THE VELOCITY OF RUNOFF IN EARTHEN OPEN CHANNELS, CHECK DAMS
CHECK DAM - RM3.8a
ZONE I BUFFER. SEE THE TAR-PAMLICO BUFFER RULES FOR DETAILED BUFFER RULES.
VEGETATED AREA MUST EXTEND 20 FEET OUTSIDE OF THE FURTHEST LIMITS OF THE
THE CENTER OF THE STREAM. A ZONE II BUFFER CONSISTING OF A STABLE
CONSISTING OF UNDISTURBED VEGETATION MUST EXTEND 30 FEET OUTWARD FROM
APPLYING NCDEQ STANDARD 6.74 TO THE TAR-PAMLICO BASIN, A ZONE I BUFFER
BUFFER ZONE - NC6.74
E1-E9 FOR STREAM RELOCATION PLANS.
STABALIZATION WILL BE USED ACCORDING TO NCDEQ STANDARD 6.72. SEE SHEETS
TO PROTECT THE RELOCATED STREAM FROM EROSION, VEGETATIVE STREAMBANK
VEGETATIVE STREAMBANK STABILIZATION - NC6.72
STANDARD 6.66.
SEEN IN THE E&S PLANS. ANY COMPOST SOCKS USED MUST FOLLOW NCDEQ
COMPOST SOCKS MAY BE USED IN PLACE OF DIVERSION DIKES OR CHECK DAMS AS
AS AN ALTERNATIVE MEANS OF REDIRECTING RUNOFF DURING CONSTRUCTION,
COMPOST SOCK (OPTIONAL) - NC6.66
FOLLOW THE GUIDELINES SET IN NCDEQ STANDARD 6.64.
THE SOUTH OF THE SWITCHING STATION AREA. ALL MAINTENANCE PRACTICES SHALL
FROM THE DISTURBED AREAS ONSITE DOWNSTREAM OF THE BORROW AREA AND TO
TWO (2) SKIMMER SEDIMENT BASINS SHALL BE CONSTRUCTED TO CAPTURE RUNOFF
SKIMMER SEDIMENT BASIN - NC6.64
3.5.
CAPTURE SEDIMENT RUNOFF DURING CONSTRUCTION ACCORDING TO RM STANDARD
SILT FENCES WILL BE PLACED ALONG THE DOWNSTREAM LIMITS OF DISTURBANCE TO
TEMPORARY SILT FENCE - RM3.5
SEE STREAM RELOCATION PLANS (BY OTHERS) FOR SEQUENCE OF CONSTRUCTION.
DURING THE STREAM RELOCATION CONSTRUCTION ACCORDING TO RM STANDARD 3.25.
DEWATERING BAGS WILL BE USED TO PREVENT ACCUMULATION OF GROUNDWATER
DEWATERING BAG - RM3.25
PERFORMANCE OF THE BASINS.
BASINS TO PREVENT SHORT-CIRCUITING AND IMPROVE THE SEDIMENT REMOVAL
POROUS BAFFLES WILL BE INSTALLED PER RM STANDARD 3.23 IN SKIMMER SEDIMENT
POROUS BAFFLES - RM3.23
AS SEEN IN THE E&S PLANS ACCORDING TO RM STANDARD 3.16.
DEVICES, PIPE INLET PROTECTION WILL BE PLACED AT THE INLET OF SUCH DEVICES
TO PREVENT SEDIMENT FROM INTERFERING WITH CONSTRUCTION OF STORMWATER
PIPE INLET PROTECTION - RM3.16
6.41.
MAINTENANCE PRACTICES SHALL FOLLOW THE GUIDELINES SET IN NCDEQ STANDARD
DISLODGED. IMMEDIATELY MAKE ALL REPIARS TO PREVENT FURTHER DAMAGE. ALL
AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, OR IF STONE HAVE BEEN
SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION
CULVERTY OUTLET PROTECTION SHOULD BE INSPECTED WEEKYL AND AFTER
CULVERT OUTLET PROTECTION - RM3.22
STANDARD 3.15.
DIVERSION BERMS WILL BE USED AS SEEN IN THE E&S PLANS ACCORDING TO RM
TO REDIRECT RUNOFF DURING INTERMEDIATE CONSTRUCTION PHASES, TEMPORARY
TEMPORARY DIVERSION BERM - RM3.15
PREVENT EROSION ACCORDING TO SPECIFICATIONS IN RM STANDARD 3.12.
EARTHEN CHANNELS WITH HIGH VELOCITIES WILL BE LINED WITH EC MATTING TO
CHANNEL STABILIZATION W/EC MATTING - RM3.12
VEGETATION
USED IN SLOPED AREAS VULNERABLE TO EROSION TO HELP ESTABLISH PERMANENT
EROSION CONTROL MATS AND BLANKETS OUTLINED IN NCDEQ STANDARD 6.17 ARE
ROLLED EROSION CONTROL PRODUCTS - NC6.17
ALTERNATIVE ACCORDING TO NCDEQ STANDARD 6.14.
FOR AREAS REQUIRING ADDITIONAL EROSION CONTROL, MULCH MAY BE USED AS AN
MULCHING - NC6.14
E&SC DETAILS IN THIS PLAN.
IN ACCORDANCE TO THE GUIDELINES IN THE NCDEQ STANDARD 6.11 AND PER THE
IMMEDIATELY FOLLOWING FINISH GRADING, PERMANENT VEGETATION SHALL BE APPLIED
PERMANENT SEEDING - NC6.11
FOLLOW THE GUIDELINES SET IN NCDEQ STANDARD 6.10.
SHALL ALSO RECEIVE TEMPORARY SEEDING. ALL MAINTENANCE PRACTICES SHALL
REDUCE EROSION POTENTIAL. DIVERSION DIKES AND THE SKIMMER BASIN EMBANKMENT
AREAS SHALL BE SEEDED TEMPORARILY WITH FAST GERMINATING GRASSES TO
CONSTRUCTION. FINISH GRADING WILL OCCUR NEAR PROJECT COMPLETION. THESE
CERTAIN AREAS OF THE SITE WILL BE ROUGH GRADED AS A FIRST STAGE OF
TEMPORARY SEEDING - NC6.10
FILLING ALONG TREE TRUNKS AND TREE SCARING ARE AVOIDED.
SHALL ALSO BE CHECKED TO MAKE SURE TRENCHING, EXCAVATION, SOIL COMPACTION,
FENCING/ARMORING TO ENSURE IT IS PROPERLY IN PLACE. TREE PRESERVATION
SHALL FOLLOW NCDEQ STANDARD 6.05, REQUIRING INSPECTION OF THE
BEING CONVERTED FROM FOREST TO URBAN-TYPE USES. MAINTENANCE PRACTICES
NOISE REDUCTION, SHADE AND OTHER ENVIRONMENTAL BENEFITS WHILE THE LAND IS
WATERSHED PROTECTION, LANDSCAPE BEAUTIFICATION, DUST AND POLLUTION CONTROL,
TREES WHERE THEY WILL BE EFFECTIVE FOR EROSION AND SEDIMENT CONTROL,
TREE PROTECTION SHALL BE INSTALLED TO ENSURE THE PROTECTION OF DESIRABLE
TREE PRESERVATION AND PROTECTION - NC6.05
SHALL FOLLOW THE GUIDELINES SET IN NCDEQ STANDARD 6.04.
MEDIUM FOR VEGETATION STABILIZATION. TOPSOILING PLACEMENT AND INSTALLATION
AREAS OF THE SITE MAY REQUIRE TOPSOILING TO PROVIDE A SUITABLE GROWTH
TOPSOILING - NC6.04
NEWLY GRADED AREAS SHOULD BE ROUGHENED ACCORDING TO DENR STANDARD 6.03.
SURFACE ROUGHENING - NC6.03
APPLIED.
WILL BE USED IN ALL SEEDED AREAS AFTER SEED, FERTILIZER, AND LIME HAVE BEEN
ACCORDANCE WITH STANDARD AND SPECIFICATION 3.32, PERMANENT SEEDING. MULCH
SEEDING IMMEDIATELY FOLLOWING FINISH GRADING. SEEDING SHALL BE APPLIED IN
ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT
LAND GRADING - NC6.02
SEDIMENT CONTROLS WILL BE CLEANED AND REMOVED.
AFTER ACHIEVING ADEQUATE STABILIZATION, THE TEMPORARY EROSION AND6.
MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES.
THE JOB SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND5.
FLAGS, SIGNS, ETC.
AREAS WHICH ARE NOT TO BE DISTURBED WILL BE CLOSELY MARKED BY4.
AFTER GRADING.
TEMPORARY SEEDING OR OTHER STABILIZATION WILL FOLLOW SEVEN (7) DAYS3.
INSTALLATION.
IMMEDIATELY FOLLOWINGGRADING AND WILL BE SEEDED AND MULCHED
THE SITE TEMPORARY SEDIMENT TRAP WILL BE INSTALLED AS A FIRST STEP IN2.
AND END AS QUICKLY AS POSSIBLE.
CONSTRUCTION WILL BE SEQUENCED SO THAT GRADING OPERATIONS CAN BEGIN1.
CONSTRUCTION SEQUENCE SCHEDULE - N/A
CONSTRUCTION ENTRANCES WILL BE INSTALLED FOLLOWING NCDEQ STANDARD
TRANSPORTED TO ROADWAYS BY VEHICULAR TRAFFIC OR RUNOFF. ALL
AND EGRESS AT CREPE MYRTLE STREET TO REDUCE THE AMOUNT OF SEDIMENT
ONE CONSTRUCTION ENTRANCE WILL BE INSTALLED AT THE SITE'S VEHICLE INGRESS
CONSTRUCTION ENTRANCE - RM3.17
Revisions
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Project No.
PLOTTED:
Cad File Name
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Approvals
Approvals
$USERNAME$
Cell Name B/M Assembly
Designed by:
Typical Drawing
Information
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(Pier)(Spread)
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SWAMPY
480.24' (TIE)
N 39°54'43" E98.82'
G
MON. FD. MC/B
IPF 1/2"
IPF 1/2"
IPF PINCHED
IPF
IPF
IPF
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IPF (ON LINE)
IPF (ON LINE)
IPF (ONLINE)
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CSX TRANSPORTATION RAILROAD COMPANY
H A R O L D S T R E E T
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0.16' WEST OF LINE
Z O N E "X " (H A T C H E D )
Z O N E "X "
1.54' DECK EAST OF LINE
IRS (ON LINE)
PP WA88
CL STREAM
(6 0 ' P U B L I C R /W )
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S 23°29'01" W 2129.16'S 23°29'01" W 2129.16'
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B E E C H B R A N C H
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DIRT ROAD
N
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INV.=105.29'
INV.=106.72'
INV.=94.11'
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# 2058/07
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S 23°29'01" W 206.97'64.09'
S 23°29'01" W
128.93'
120'
MON. FD.
TOWN LINE
N 6 5 °
5 5 '1 7 "W
4 1 5 .4
6 ' (T O
I P F /T I E )
SURVEY TIE LINE (TYP.)
(1.1' FROM IPF)
MON FD.
ZONED: I-2
D.B. 2055, PG. 92
PARCEL ID: 019045
A DELAWARE CORPORATION
HOSPIRA, INC.
N05°11'12"E
37.22'
N21°42'53"E 95.78'
120.23'
147.85'
93.61'
N06°00'48"W
N06°00'48"W
N
8
7°
5
4'3
1"
W
S
8
7
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5
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LINE (TYP.)
SURVEY TIE
PL
S C A L E D T O W N L I N E P E R P .B . 1 9 , P G . 5 7 4
ZONE "X" (HATCHED)
"B A T T L E B O R O "
SS1
ZONED: I-2
P.B. 16, PG. 574 (PARCEL B)
PARCEL ID: 040252 (IN PART)
AREA: 51,782 S.F. OR 1.19 ACRES
ZONED: I-2
P.B. 16, PG. 574 (PARCEL B)
PARCEL ID: 040252 (IN PART)
AREA: 98.318 S.F. OR 2.26 ACRES
"TRACT THREE"
TITLE COMMITMENT
ZONED: A-1
P.B. 16, PG. 574 (PARCEL C)
D.B. 2520, PG. 570 (TRACT NINE)
PARCEL ID: 040250
OR 35.14 ACRES
TOTAL AREA 1,530,606 S.F.
ZONED: A-1
P.B. 16, PG. 574 (PARCEL A)
D.B. 2520, PG. 570 (TRACT FIVE, PARCEL 1 & 2)
PARCEL ID: 020042
"TRACT FIVE"
TITLE COMMITMENT
ZONED: A-1
D.B. 2520, PG. 570 (TRACT EIGHT)
PARCEL ID: 037306
OR 35.14 ACRES
TOTAL AREA 1,530,606 S.F.
"TRACT FIVE"
TITLE COMMITMENT
ZONED: A-1
D.B. 2520, PG. 570 (TRACT EIGHT)
PARCEL ID: 037306
OR 35.14 ACRES
TOTAL AREA 1,530,606 S.F.
"TRACT TWO"
TITLE COMMITMENT
ZONED: A-1
D.B. 2520, PG. 570 (TRACT THREE, IN PART)
PARCEL ID: 018274
OR 35.14 ACRES
TOTAL AREA 1,530,606 S.F.
"TRACT TWO"
TITLE COMMITMENT
ZONED: A-1
D.B. 2520, PG. 570 (TRACT THREE, IN PART)
PARCEL ID: 018274
OR 35.14 ACRES
TOTAL AREA 1,530,606 S.F.
"TRACT TWO"
TITLE COMMITMENT
ZONED: A-1
D.B. 2520, PG. 570 (TRACT THREE, IN PART)
PARCEL ID: 018274
OR 35.14 ACRES
TOTAL AREA 1,530,606 S.F.
PARCEL ONE"
"TRACT FOUR
TITLE COMMITMENT
6'-12' TALL
PINE CUTOVER
PARCEL TWO"
"TRACT FOUR
TITLE COMMITMENT
FROM CORNER
N 17°55'34" E 0.19'
IPF
FROM CORNER
N 86°19'01" E 0.69'
IPF
# 2 0 5 8 /0 7
# 2 0 5 6 /3 2 3
E L E C T R I C T O W E R
FROM CORNER
N 44°24'37" E 0.46'
LARGE PINE TREELINE
6'-12' TALL
CUTOVER
PINE
LAR
G
E
PIN
E TRE
E
LIN
E
LARGE PINE
TR
EELINE
WOODS (TYP.)
EDGE OF
WOODS (TYP.)
EDGE OF
AREA
AND SWAMPY
THICK BRIARS
CUTOVER MAINLY
WOODS (TYP.)
EDGE OF
WOODS (TYP.)
EDGE OF
WOODS (TYP.)
EDGE OF
WOODS (TYP.)
EDGE OF
WOODS (TYP.)
EDGE OF
WOODS (TYP.)
EDGE OF
WOODS (TYP.)
EDGE OF
WOODS (TYP.)
EDGE OF
PL PL PL
PL
PL
PL
P
L
PL
PL
P L
PL
P L
P L
P .B . 4 , P G . 1 5 4
L O T S 3 9 & 4 0
D .B . 1 5 2 7 , P G . 4 2 0
P A R C E L I D : 0 1 7 0 0 0
ZONED: R-10
D.B. 2610, PG. 637
PARCEL ID: 017169
P .B . 1 1 , P G . 4 4
L O T 2 1
D .B . 9 4 3 , P G . 2 3 7
P A R C E L I D : 0 1 6 7 2 1P.B . 4 , P G . 1 5 4
L O T 3 3 & P O R T I O N L O T 3 2
D .B . 8 5 5 , P G . 6 7 9
P A R C E L I D : 0 1 7 2 1 4
P .B . 4 , P G . 1 5 4
L O T S 3 4 & 3 5
D .B . 9 8 8 , P G . 7 1
P A R C E L I D : 0 1 9 7 1 8
P .B . 1 1 , P G . 4 4
L O T 2 2
D .B . 2 2 1 1 , P G . 4 2 3
P A R C E L I D : 0 1 8 7 8 6
P .B . 1 1 , P G . 4 4
L O T 2 3
D .B . 2 2 3 2 , P G . 2 3 9
P A R C E L I D : 0 1 6 9 5 5
L O T 2 4 - P .B . 1 1 , P G . 4 4
D .B . 1 2 6 1 , P G . 3 6 0
P A R C E L I D : 0 1 9 6 7 0
L O T 4 2 - P .B . 4 , P G . 1 5
D .B . 1 1 9 3 , P G . 1 8 9
P A R C E L I D : 0 1 9 8 4 7
P .B . 4 , P G . 1 5
L O T 4 3
D .B . 1 1 9 3 , P G . 1 8 9
P A R C E L I D : 0 1 9 8 4 2
D.B. 2520, PG. 570
PARCEL ID: 019856
ZONED: I-2
D.B. 2055, PG. 92
PARCEL ID: 019045
D.B. 1270, PG. 760
PARCEL ID: 020032
ZONED: R-10
P.B. 11, PG. 44
P.B. 4, PG. 154
BH-6
BH-1
BH-2
BH-4
BH-7
BH-9
BH-3
BH-5
BH-8
BH-10
1 0 0
100
9 5
9
5
95
95
130
130
125
1 2 5
125
125
125
125
125
125
120
120
120120
120
120
120
120
12
0
1 2 0
120
120
120
1
2
0
120
120
120
115
1 1 5
115
115
115
115
115
115
115
115
115
1 1 5
115
115
115 115 115115115115
115
115
115
115
1
1
0
110
1 1 0
110
1
1
0
110
110
110
110
110
1 1 0
110
110
110 110
110
110
110
110
110
110110110
110
110
110
105105
1 0 5
1
0
5
1 0 5
10 5
1
0
5
10
5
105
105
105
10
5
105
105
1 0 5
105
105
105
105105
105105
105
105
105
105
100
10
0
100
100
100
100
100
100
100
100
100 100
100
100
100
1 0 0
100
1 0 0
1 0 0
1 0 0
9 5
9 5
95
9 5
9 5
9 5
9 5
9 5
95
95
95
95
95
9 5
9595
9 5
90
IN
SW
AM
PY
A
R
EA
S
T
R
EAM
CHANN
EL
#2
RC
(TYP.)
WOODS
EDGE OF
FEM A FLOO DPLA IN
ZONE "X "
AREA
SWAMPY
BH-11
EX
Q
P
EX
A
S
PHA
LT
A S P H A L T D R I V E
PATCH
ASPHALT
24" PINE (2)
36" OAK
MYRTLE
12" CRAPE
MYRT
LE
12" CRA
PE
8" PEAR
S
S
S
O
EX
PP WCO1
LANDSCAPING
VAULT
C O N C .
4 ' W O O D F E N C E
H A T H A W A Y S T (U .S . R O U T E 3 0 1 )
6 0 0 ' ± T O E A S T L I N E O F
WO O D F E N C E
FO
PP 01726
C O N C .
4 ' W O O D F E N C E
PP 01726
FROM COUNTY GIS P
LANS
UND
ERGROUND WAT
ERLINE TAKEN
(
6
0'
PUBLIC R/W)
CENTERLINE STREAM
C EN T ER LINE S T RE A M
CENTERLINE STREAM
INV.=94.34'
(6 0 ' P U B L I C R /W )
GrB
Bb
BBDpB
Rb
GrB
GyC
NoB
NoB
NoB
07/01/16
N.T.S.
CMC
KEL 07/01/16
0000-000
4 12
99999
TP
PS M
TS
RECP
TS
TS
CITY OF ROCKY MOUNTY, NORTH CAROLINA
HATHAWAY SWITCHING STATION
(SHEET 1 OF 2)
EROSION & SEDIMENT CONTROL DETAILS
SSB
SSM
*Basin to be graded to fInal grades in accordance with SWM Facility A grading plan on Sheet 8.
B
A
S
I N

#
1
2
A
R
E
A

(
A
C
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S
)
D
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A
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U
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D
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E
N
T
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L
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V
A
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N
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4.28 7,704 12,876 109.6 112.0 22 3 1.5
4.10 7,938 24,353 94.6 96.00 8 3 1.5
SKIMMER SEDIMENT BASINS
NOTE: FAIRCLOTH SKIMMER OR APPROVED EQUIVALENT REQUIRED.
LS
14 FT MIN.
6" NCDOT ABC STONE
ADDITIONAL DETAILS
NOTE: REFER TO SPEC. 6.80 FOR
STABILIZATION NC STD. 6.80
TEMPORARY CONSTRUCTION ROAD
6"
CRS
GEOTEXTILE FABRIC
8 OZ. WOVEN
Revisions
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Revisions
OF
Drawing No.
B/M No.
Project No.
PLOTTED:
Cad File Name
O 1 2 3 4 5 7 8 9 1O 11 12CL
Approvals
Approvals
$USERNAME$
Cell Name B/M Assembly
Designed by:
Typical Drawing
Information
Library Location Pipe Stand Foundation Cells (Pier)Pipe Stand Foundation Cells (Spread)Foundation Cells for Other Typical Structures
(Pier)(Spread)
Steel Detail & Assembly
P
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$
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Professional Engineer
Approval
07/01/16
N.T.S.
CMC
KEL 07/01/16
0000-000
5 12
99999
CITY OF ROCKY MOUNTY, NORTH CAROLINA
HATHAWAY SWITCHING STATION
(SHEET 2 OF 2)
EROSION & SEDIMENT CONTROL DETAILS
SF
CD
DW
CE
TD
COP
CSEM
PIP
PB CWO
L
a W
C
L
A
S
S
T
O
N
S
A 4.5'10'11.5'9"A
d

(
i n
.
)
3
d
o
A 4.5'10'11.5'9"A
5.0
5.0
B 14'N/A 18"B 22.5
N/A 18'N/A 9"A 38
A 6'9'9"A 2.25
CULVERT TYPE OUTLET PROTECTION
* DIMENSIONS MODIFIED TO FIT GEOMETRY AT DOUBLE CULVERT
SEE TABLE BELOW
S
T
R
.

N
O
.
4
9
12
13&14
15
T
Y
P
E
O
U
T
L
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B
N/A
3'
C
O
M
M
E
N
T
-
-
-
K1/11
DETAIL
-
Revisions
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Scale
Revisions
OF
Drawing No.
B/M No.
Project No.
PLOTTED:
Cad File Name
O 1 2 3 4 5 7 8 9 1O 11 12CL
Approvals
Approvals
$USERNAME$
Cell Name B/M Assembly
Designed by:
Typical Drawing
Information
Library Location Pipe Stand Foundation Cells (Pier)Pipe Stand Foundation Cells (Spread)Foundation Cells for Other Typical Structures
(Pier)(Spread)
Steel Detail & Assembly
P
L
O
T
T
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:
$
U
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Professional Engineer
Approval
S
S
1
3
0
'
'
L1
S
T
R
E
A
M
D
I T
C
H
D
I T
C
H
ST
RE
A
M
IPF (HELD)
IRS
METER POLE
PP XA05
2
4
"
R
C
P
PP WA88
CL STREAM
S 23°29'01" W 2129.16'
EX
C
5
8
9
.7
4
' (
T
I E
)

(
5
9
0
.0
2
' R
E
C
O
R
D
)
INV.=94.11'
SS1
SS
SS2
E
WIRE
GUY
WIRE
GUY
# 2058/07
# 2056/324
ELECTRIC TOWER
A
WOODS (TYP.)
EDGE OF
6'-12' TALL
PINE CUTOVER
D
I R
T
/G
R
A V
E
L
R
O
A D
D
I R
T
/G
R
A
V
E
L
R
O
A
D
DIRT/GRAVEL ROAD
DIRT/GRAVEL ROAD
S
T
E
E
L
S
T
R
U
C
T
U
R
E
8
0
/0
8
E2
E1
18" METAL
INV= 91.60
INV= 91.17
D
I
T
C
H
DITCH
WOODED
WOODED
WOODED
GRAVEL
GRASS/SHRUBS
CONCRETE PAD
E
X
I
S
T
I
N
G
R/
W

P
E
R
N
C
D
O
T
P
R
O
J.
#
U
-
3
3
2
9
EX
D
(TYP.)
POSTS
MOUNT
CITY OF ROCKY
64.09'
S 23°29'01" W
128.93'
MON. FD.
TOWN LINE
147.85'
93.61'
N06°00'48"W
N06°00'48"W
4
9
9.
2
6' (
T
I
E
)
LINE (TYP.)
SURVEY TIE
S
C
A L
E
D

T
O
W
N

L
I N
E

P
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R

P
.B
. 1 9
, P
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. 5
7
4
"
B
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B
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"
C
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Y

O
F

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O
C
K
Y

M O
U
N
T
"
SS1
ZONED: I-2
P.B. 16, PG. 574 (PARCEL B)
PARCEL ID: 040252 (IN PART)
AREA: 98.318 S.F. OR 2.26 ACRES
GINGER C. MAYNARD
ISAAC SMITH, JR. &
"TRACT THREE"
TITLE COMMITMENT
ZONED: A-1
P.B. 16, PG. 574 (PARCEL C)
D.B. 2520, PG. 570 (TRACT NINE)
PARCEL ID: 040250
OR 35.14 ACRES
TOTAL AREA 1,530,606 S.F.
ZONED: A-1
P.B. 16, PG. 574 (PARCEL A)
D.B. 2520, PG. 570 (TRACT FIVE, PARCEL 1 & 2)
PARCEL ID: 020042
6'-12' TALL
PINE CUTOVER
PARCEL TWO"
"TRACT FOUR
TITLE COMMITMENT
WOODS (TYP.)
EDGE OF
WOODS (TYP.)
EDGE OF
WOODS (TYP.)
EDGE OF
PL
P L
P L
BH-6
BH-1
BH-2
BH-4
BH-7
BH-3
BH-5
BH-8
1
0
0
9
5
9
5
9
5
95
110
1
1
0
110
10
5
105
105
105
1
0
0
100
100
100
100
100
100
1 0 0
100
9
5
9
5
95
9
5
95
I
N
S
W
A
M
P
Y
A
R
E
A
S
T
R
E
A
M
C
H
A
N
N
E
L
#2
RC
(TYP.)
WOODS
EDGE OF
CSX TRANSPORTATION RAILROAD COMPANY
FE M
A FL O O D PL A IN
Z O N E "X "
2
5'
F
R
O
N
T
S
E
T
B
A
C
K
10' SIDE SETBACK
1 0
' R
E
A
R

S
E
T
B
A
C
K
1 5
' S
I D
E

S
E
T
B
A
C
K
5
0'
F
R
O
N
T
S
E
T
B
A
C
K
30' REAR SETBACK
1 5
' S
I D
E
S
E
T
B
A C
K
1 5
' S
I D
E
S
E
T
B
A C
K
1 5
' S
I D
E
S
E
T
B
A C
K
3
0'
R
E
A
R
S
E
T
B
A
C
K
3
0'
R
E
A
R
S
E
T
B
A
C
K
1 5
' S
I D
E

S
E
T
B
A C
K
5
0'
F
R
O
N
T
S
E
T
B
A
C
K
BH-11
INV.=94.34'
60'
SCALE
0 30'
SYMBOL DESCRIPTION
DRC
KEL 07/01/16
07/01/16
1"=30'
0000-000
6 12
EXISTING STREAM
EXISTING WETLANDS
BH-5 PROPOSED SOIL BORING LOCATION
LIMITS OF DISTURBANCE
LIMITS OF CLEARING
NO.
SPEC.
KEY SYMBOL TITLE
TO TOPSOILINGTO
TP TP
TS TEMPORARY SEEDINGTS
RECP
TD TD
RECP
SF
SSB SKIMMER SEDIMENT BASIN
DW DWB
BZ BZ BUFFER ZONE
CRS
STABILIZATION
CONSTRUCTION ROAD CRS
CD CHECK DAM
PB POROUS BAFFLES
NC6.05
NC6.10
NC6.17
RM3.15
BERM
TEMPORARY DIVERSION
RM3.22
RM3.3
(SILT) FENCE
TEMPORARY SEDIMENT
RM3.25 DEWATERING BAG
RM3.8a
NC6.04
NC6.64
RM3.23
& PROTECTION
TREE PRESERVATION
NC6.74
NC6.80
CONTROLLED PRODUCTS
ROLLED EROSION
PROTECTION
CULVERT OUTLET
CONTROL LEGEND - NORTH CAROLINA
EROSION AND SEDIMENTATION
COP
DRAINAGE AREA
SKIMMER SEDIMENT BASIN
CITY OF ROCKY MOUNT, NORTH CAROLINA
HATHAWAY SWITCHING STATION
STREAM RELOCATION)
AND DEMOLITION PLAN (SUBSTATION &
PHASE I EROSION & SEDIMENT CONTROL
GENERAL LEGEND
SEQUENCE OF CONSTRUCTION
EROSION AND SEDIMENT CONTROL
REFER TO SHEET 7 FOR PHASE I
MATCHLINE SHEET 7
M
A
T
C
H
L
I N
E

S
H
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7
SHEET 7.
WILL BE PLACE IN THE TOPSOIL STOCKPILE LOCATED ON
TOPSOIL CLEARED FROM SUBSTATION AREA ON THIS SHEET8.
STREAMBANK STABILIZATION (VSS) MEASURES.
PLANS BY ANGLER ENVIRONMENTAL FOR VEGETATIVE
REFER TO HATHAWAY SWITCHING STATION STREAM MITIGATION7.
BASIN IS 4.10 ACRES.
DRAINAGE AREA FOR THE PHASE II E&SC SKIMMER SEDIMENT 6.
IN STABILIZED AND FULLY FUNCTIONAL.
WITH SILT FENCE BARRIER UNTIL THE RELOCATED STREAM
STREAM DURING THIS PHASE. PROTECT EXISTING STREAM
DO NOT CONNECT PROPOSED GRADING TO THE EXISTING 5.
SHEET 8 AND 11.
POSSIBLE. CULVERT DESIGN INFORMATION IS SHOWN ON
DOUBLE 48" CULVERTS, SOUTH HEADWALL AND FILL AS
IN ORDER TO CONSTRUCT AS MUCH OF THE PROPOSED
RECONFIGURE DIRT/GRAVEL ROAD AS SHOWN ON THIS PLAN, 4.
CONSTRUCTION
BEGINNING OF EACH WORK DAY, AS NECESSARY, DURING
DEWATER GRADED AREA FOR STREAM RELOCATION AT THE 3.
OF ENGINEERING DETAILS.
RM DENOTES CITY OF ROCKY MOUNT DEPARTMENT
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
ENVIRONMENT AND NATURAL RESOURCES (DENR) EROSION
NC DENOTES THE NORTH CAROLINA DEPARTMENT OF2.
REFER TO SHEET 2 FOR EXISTING CONDITIONS LEGEND.1.
NOTES:
Revisions
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Scale
Revisions
OF
Drawing No.
B/M No.
Project No.
PLOTTED:
Cad File Name
O 1 2 3 4 5 7 8 9 1O 11 12CL
Approvals
Approvals
$USERNAME$
Cell Name B/M Assembly
Designed by:
Typical Drawing
Information
Library Location Pipe Stand Foundation Cells (Pier)Pipe Stand Foundation Cells (Spread)Foundation Cells for Other Typical Structures
(Pier)(Spread)
Steel Detail & Assembly
P
L
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:
$
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Professional Engineer
Approval
(SEE NOTE 6)
PHASE I E&SC SKIMMER SEDIMENT BASIN #2
3.52 ACRE DRAINAGE AREA CONVEYS TO
SEE NOTE #3
SEE NOTE #5
SEE NOTE #5
SEE NOTE #4
SEE NOTE #4
SEE NOTE #4
SOIL STOCKPILE
STRUCTURAL FILL
48" RCP
T
D
T
D
T
D
T
D
TD
T
D
TDT
D
T
D
T
D
T
D
T
D
TD
T
D
T
D
T
D
TD
T
D
T
D
T
D
T
D
T
D
T
D
T
D
T
D
T
D
T
D
T
D
T
D
TD RECP
DIVERSION
CLEANWATER
TD RECP
DIVERSION
CLEANWATER
TD RECP
DIVERSION
CLEANWATER
DWB
DW
CRS
CRS
CD
CD
#2
RECP
RECP
RECP
RECP RECP
TD
TD
TD
TD
TD RECP
TD RECP
TD RECP
TD RECP
TD RECP
TD RECP
TD RECP
TD TD
RECP
RECPTD
RECPTD
R
E
C
PT
D
TD
TD
TD
TD
TD
TS
TS
TS
TS
TS
CLEARING
LIMITS OF
TP
CLEARING
LIMITS OF
TP
PB
PB
PB
PB
PB
PB
TS
TS
TS
ENVIRONMENTAL (SEE NOTE 7)
MITIGATION PLANS BY ANGLER
HATHAWAY SWITCHING STATION STREAM
REFER TO SHEETS E1 THROUGH E9 FOR
SSB
R
E
C
P
B
Z
T
D
R
E
C
P
T
D
R
E
C
P
R
E
C
P
T
D
T
D
R
E
C
P
T
D
R
E
C
P
T
D
B
Z
COP
TS
BZ
BZ
BZ
B
Z
OTHERS
REMOVE BY
105
110
100
95
95
95
1
0
0
1
0
0
1 0
0
B
Z
B
Z
B
Z
BZ
BZBZ
BZ
BZ
BZ
BZ
BZ
BZ
BZ
BZ
B
Z
B
Z
B
Z
B
Z
BZ
BZ
BZ
BZ
B
Z
B
Z
B
Z
B
Z
B
Z
B
Z
B
Z
BZ
BZ
BZ
BZ
BZ
BZ
BZ
BZ
BZ
BZ
BZ
BZ
B
Z
BZ
BZ
TS
TS
TS
TS
TS
TS
TS
TS
AND AREAS STABILIZED
CULVERTS ARE FULLY FUNCTIONAL
RELOCATION AND NEW DOUBLE 48"
REMOVE 24" PIPE AFTER STREAM
100'
SCALE
0 50'
DRC
KEL
07/01/16
07/01/16
1"=50'
0000-000
7 12
CITY OF ROCKY MOUNT, NORTH CAROLINA
HATHAWAY SWITCHING STATION
PLAN (STOCKPILE & BORROW AREA)
PHASE I EROSION & SEDIMENT CONTROL
MATCHLINE SHEET 6
M
A
T
C
H
L
I N
E

S
H
E
E
T

6
LIMITS OF DISTURBANCE
NO.
SPEC.
KEY SYMBOL TITLE
TO TOPSOILINGTO
TP TP
CE
TS TEMPORARY SEEDINGTS
RECP
TD TD
RECP
SF
SSB SKIMMER SEDIMENT BASIN
BZ BZ BUFFER ZONE
CRS
STABILIZATION
CONSTRUCTION ROAD
PB POROUS BAFFLES
NC6.05
RM3.17
NC6.10
ENTRANCE
GRAVEL CONSTRUCTION
NC6.17
RM3.15
BERM
TEMPORARY DIVERSION
RM3.22
RM3.3
(SILT) FENCE
TEMPORARY SEDIMENT
NC6.04
NC6.64
RM3.23
& PROTECTION
TREE PRESERVATION
NC6.74
NC6.80
CONTROLLED PRODUCTS
ROLLED EROSION
PROTECTION
CULVERT OUTLET
COP
LSNC6.40 LEVEL SPREADER
RM3.16 PIP PIPE INLET PROTECTION
CONTROL LEGEND - NORTH CAROLINA
EROSION AND SEDIMENTATION
STANDARD 6.10.
APPLY TEMPORARY SEEDING IN ACCORDANCE WITH NCDEQ 12.
PHASE I E&SC PLANS.
INSTALL REMAINING STRUCTURAL E&SC PRACTICES SHOWN ON 11.
AND PLANCE IN STOCKPILE SHOWN ON SHEET 6.
MOVE STRUCTURAL FILL FROM STREAM RELOCATION EXCAVATION 10.
RELOCATION. SEE SHEETS E1-E9 FOR DETAILS.
CLEAR AREAS ADJACENT TO STREAM TO ALLOW FOR STREAM 9.
THERE.
STATION AREA SO THAT BORROWED SOIL MAY BE PLACED
REMOVE TOPSOIL AND OTHER VEGETATION TO CLEAR SWITCHING 8.
ADJACENT TO THE PROPOSED SWITCHING STATION AREA.
INSTALL SKIMMER SEDIMENT BASIN #2 AND PERIMETER CONTROLS 7.
STREAM AS SEEN IN SHEET 6.
CONSTRUCTION OF THE DOUBLE 48" PIPE CROSSING ALONG THE
REROUTE EXISTING DIRT ROAD TO ALLOW FOR THE 6.
WITHIN THE LOD.
PLACE SILT FENCES ALONG BOTH SIDES OF EXISTING STREAM 5.
CONSTRUCTION ROAD.
BORROW AREA WITH THE ASSOCIATED DIVERSION AND
CONSTRUCT THE SKIMMER SEDIMENT BASIN #1 ADJACENT TO THE 4.
E&S PLAN.
INSTALL CONSTRUCTION ENTRANCE AS SHOWN ON THE PHASE I 3.
PRE-CONSTRUTION MEETING.
WILL BE CHECKED BY THE ENVIRONMENTAL INSPECTOR AT THE
DISTURBANCE SHOWN ON THE PHASE I E&SC PLANS. FLAGGING
PRIOR TO PRE-CONSTRUCTION MEETING, FLAG LIMITS OF 2.
PRIOR TO COMMENCEMENT OF CONSTRUCTION.
AND SCHEDULE THIS CONFERENCE A MINIMUM OF ONE(1) WEEK
BE REQUIRED PRIOR TO BEGINNING CONSTRUCTION. PLEASE CALL
ROCKY MOUNT CONSTRUCTION INSPECTOR (252-343-3158), WILL
A PRE-CONSTRUCTION CONFERENCE WITH ALLEN GOFF, CITY OF 1.
PHASE I E&SC SEQUENCE OF CONSTRUCTION
CRS
STATION WILL BE REQUIRED.
WILL BE KEPT CLEAN AT ALL TIMES. IF NOT, A WASHING
ALL STREETS AND ROADS ADJACENT TO THIS PROJECT7.
AND ISSUANCE OF CERTIFICATE OF OCCUPANCY.
THE CITY OF ROCKY MOUNT PRIOR TO FINAL INSPECTION
RIGHT-OF-WAY MUST BE INSPECTED AND APPROVED BY
ALL AREAS DISTURBED WITHIN BURROWS STREET6.
STABILIZATION DETAIL.
REFER TO SHEET 4 FOR CONSTRUCTION ROAD5.
PAD SITE.
USE AS STRUCTURAL FILL ON THE SWITCHING STATION
DISTURBANCE INDICATED ON THIS PLAN AS NEEDED TO
BEGIN EXCAVATING BORROW AREA WITHIN LIMITS OF4.
ON THIS SHEET.
IN THE TOPSOIL STOCKPILE LOCATED WILL BE PLACED
TOPSOIL CLEARED FROM SUBSTATION AND BORROW AREAS 3.
OF ENGINEERING DETAILS.
RM DENOTES CITY OF ROCKY MOUNT DEPARTMENT
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
ENVIRONMENT AND NATURAL RESOURCES (DENR) EROSION
NC DENOTES THE NORTH CAROLINA DEPARTMENT OF2.
REFER TO SHEET 2 FOR EXISTING CONDITIONS LEGEND.1.
NOTES:
S
E
E
N
O
T
E
S
6
& 7
G
S
S
S
S
S
D I T
C
H
D I T
C
H
D
I T
C
HDIT
C
H
ST
RE
A
M
S
T
R
E
A
M
STREAM
STREAM
DITCH
S
T
R
EAM
4
8
0.
2
4'
(
T
IE
)
N
3
9
°
5
4'
4
3
"
E
9
8
.
8
2'
G
MON. FD. MC/B
IPF 1/2"
IPF 1/2"
IPF PINCHED
IPF
IPF (ON LINE)
POST
P
P
N C
P
V
B
6
5
/0
1 7
2
6

P
P
N C
P
W B
0
7

P
P
3
1 6
F
7
/0
1 7
2
6
/W B
1 6

PP WD34
1 2
"

R
C
P
2
4
"
R
C
P
0.47' WEST OF LINE
0.16' WEST OF LINE
1.54' DECK EAST OF LINE
PP WA88
EX
F
EX
G
EX
I
EX
J
N
4
5
°
3
7'
0
5
"
E
1
1
2
6.
2
9'
D
IRT
ROAD
INV.=105.29'
INV.=106.72'
INV.=94.11'
SS2
E
E1
G
E
WIRE
GUY
WIRE
GUY
T
R
E
S
P
A S
S
I N G

S
I G
N N
O
IPF
EAST OF LINE
0.46' FENCE
EAST OF LINE
0.37'
DI
R
T
R
O
A
D
E
N
D
116.2
117.2117.2
114.8
115.8
116.0
115.9
115.8
115.3
116.8
118.8
118.6
117.7
113.4
114.4
114.5
114.6
114.4
113.7
112.7
113.9
113.6
113.5
111.8
111.5
109.9
108.6
109.8
111.5
113.9
115.7
114.2
111.2
109.6
110.6
113.1
109.4
108.3
108.0
107.9
108.1
107.8
108.9
110.6
113.6
117.1
117.8
121.4
121.8
121.6
121.3
120.9
120.2
121.2
119.0
118.0
119.9
120.5
121.5
122.0
122.5
123.5
123.0
122.5
121.5
122.6
123.2
123.5
124.5
124.5
123.7
122.7
125.8
125.5
125.2
124.9
125.5
124.8 124.1
125.1
124.5
125.3
125.9
125.0
124.9
122.1
123.0
120.4
120.8
123.3
118.6
118.2
114.3
115.5
118.8
114.0
118.1
113.8
111.6
111.9
112.0
115.6
117.5
113.1
111.9
110.8
110.5
109.5
106.6
107.0
106.2
105.0
105.5
104.5
103.4
105.4
105.5
105.8
106.0
107.4
105.3
105.2
104.6
104.6
104.1
103.0
106.5
106.9
105.7
103.6
102.9
100.8
101.3
107.7
110.2
109.3
107.0
108.0
106.1
106.9
105.3
104.3
105.6
104.6
103.7
103.3
102.9
101.9
101.9
101.1
99.5
99.7
107.9
108.5
110.3
110.4
109.7
108.3
108.4
105.9
106.6
111.6
112.4
114.9
116.6
117.8
116.1
116.6
114.8
114.2
112.4
109.5
108.5
109.5
110.9
112.1
113.9
107.8
109.0
111.9
112.6
113.3
113.2
115.2
117.3
120.3
122.8
117.6
115.9
112.7
113.9
112.1
111.6
111.4
107.9
110.4
114.6
112.1
110.8
110.8
101.2
101.2
101.9
102.1
101.8
105.7
110.3
104.6
104.6
100.9
101.0
100.7
100.1
100.2
109.5
108.5
106.7
103.9
106.1
100.1
99.6
99.0
98.3
97.8
97.6
100.0
101.4
102.5
107.9
103.9
101.4
101.9
101.3
98.2
106.4
108.0
108.4
107.8
99.8
109.1
105.6
103.2
98.9
99.6
99.3
100.3
101.7
101.8
96.3
95.6
95.1
99.4
100.8
103.0
100.9
94.9
98.6
98.6 99.0
99.7
98.5
105.3
104.7
104.6
104.7
104.6
104.7
104.6
104.1
103.4
102.6
102.6
102.2
101.7
101.0
100.3
101.9
101.9
102.5
103.4
103.7
104.2
104.3
104.0
104.0
104.1
104.1
104.4
103.5
103.3
103.5
103.5
103.5
103.6
103.5
103.4
102.2
103.0
102.2
102.1
102.8
102.8
102.8
102.7
103.0
102.7
101.5
101.6
102.0
102.1
102.4
102.1
101.8
99.6
99.2
99.3
99.1
95.4
95.5
100.1
101.6
100.6
105.7
106.0 106.3
108.6
108.9108.4
108.3
107.7
108.6
108.9
107.1
107.8
109.8
111.5
111.9
111.9
111.7
111.9
111.5
112.5
111.8
111.8
111.4
110.8
109.5
108.8
109.3
109.2 109.9
110.0
110.0
110.4
110.5
110.5
110.4
111.9
111.8
112.2
111.9
111.5
111.7 112.8
111.8
112.3
108.3
105.8
105.6
105.5
105.2
104.5
103.8
103.0
101.5
100.7
101.4
102.1
103.0
102.5
102.5
101.1
100.2
100.0
99.3
99.0
99.0
99.2
100.5
100.6
103.5
103.9
103.2
104.1
104.6
105.2
104.5
104.6
105.3
106.2
104.7
104.6
106.0
104.3
107.6
107.7
110.0
110.8
110.0
110.7
103.4
106.8
110.3
101.8
100.7
99.7
99.1
99.9
100.4
110.8
110.5
110.8
# 2058/07
# 2056/324
ELECTRIC TOWER
IRF
F
E
N
C
E
EAST OF LINE
0.46' FENCE
WOODS (TYP.)
EDGE OF
6'-12' TALL
PINE CUTOVER
EX
K
INV.=102.19
DIRT ROAD END
D I R
T
/G
R
A V
E
L
R
O
A D
D I R
T
/G
R
A V
E
L
R
O
A D
D I R
T
/G
R
A V
E
L
R
O
A D
D
I R
T
/G
R
A V
E
L
R
O
A D
97.0
97.0
96.7
S
T
E
E
L
S
T
R
U C
T
U R
E
8
0
/0
8
EX
H
E1
0
1 7
2
6
/V
B
9
8

P
P
3
1 5
T
A 3
1 6
RC #3
RC #4
RC #1
ZONED: A-1
P.B. 16, PG. 574 (PARCEL A)
D.B. 2520, PG. 570 (TRACT FIVE, PARCEL 1 & 2)
PARCEL ID: 020042
"TRACT FIVE"
TITLE COMMITMENT
ZONED: A-1
D.B. 2520, PG. 570 (TRACT EIGHT)
PARCEL ID: 037306
OR 35.14 ACRES
TOTAL AREA 1,530,606 S.F.
GINGER C. MAYNARD
ISAAC SMITH, JR. &
GINGER C. MAYNARD
ISAAC SMITH, JR. &
"TRACT FIVE"
TITLE COMMITMENT
ZONED: A-1
D.B. 2520, PG. 570 (TRACT EIGHT)
PARCEL ID: 037306
OR 35.14 ACRES
TOTAL AREA 1,530,606 S.F.
"TRACT TWO"
TITLE COMMITMENT
ZONED: A-1
D.B. 2520, PG. 570 (TRACT THREE, IN PART)
PARCEL ID: 018274
OR 35.14 ACRES
TOTAL AREA 1,530,606 S.F.
GINGER C. MAYNARD
ISAAC SMITH, JR. &
PARCEL TWO"
"TRACT FOUR
TITLE COMMITMENT
#
2
0
5
8
/0
7
#
2
0
5
6
/3
2
3
E
L
E
C
T
R
I C
T
O
W E
R
L
A
R
G
E
P
IN
E
T
R
E
E
L
IN
E
6'-12' TALL
CUTOVER
PINE
L
A
R
G
E
P
I
N
E
T
R
E
E
L
I
N
E
L
A
R
G
E
P
I
N
E
T
R
E
E
L
I
N
E
AREA
AND SWAMPY
THICK BRIARS
CUTOVER MAINLY
WOODS (TYP.)
EDGE OF
WOODS (TYP.)
EDGE OF
WOODS (TYP.)
EDGE OF
WOODS (TYP.)
EDGE OF
P
L
P
L
P
L
M Y
R
T
L
E
W . T
H
O
M A S
A L
B
E
R
T
C
. T
H
O
M A S
&
P
.B
. 4
, P
G
. 1 5
4
L
O
T
S
3
9
& 4
0
D .B
. 1 5
2
7
, P
G
. 4
2
0
P
A R
C
E
L
I D
: 0
1 7
0
0
0
C
H
E
R
Y
L
T
. S
E
M P
L
E
R
O
B
E
R
T
M . S
E
M P
L
E
&
P
.B
. 4
, P
G . 1 5
4
L
O
T
S
3
4
& 3
5
D .B
. 9
8
8
, P
G
. 7
1
P
A R
C
E
L
I D : 0
1 9
7
1 8MAR
Y
E
L
L
E
N
B
E
N
S
O
N
P
.B
. 1 1 , P
G
. 4
4
L
O
T
2
2
D .B
. 2
2
1 1 , P
G
. 4
2
3
P
A R
C
E
L
I D
: 0
1 8
7
8
6
T
H
O
M A S
P
. B
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S
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, J
R
.
P
.B
. 1 1 , P
G
. 4
4
L
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T
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3
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. 2
2
3
2
, P
G
. 2
3
9
P
A R
C
E
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: 0
1 6
9
5
5
K
A T
H
Y
A . D
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B
E
R
R
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L
A R
R
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T
. D
E
B
E
R
R
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&
L
O
T
2
4
- P
.B
. 1 1 , P
G
. 4
4
D .B
. 1 2
6
1 , P
G
. 3
6
0
P
A R
C
E
L
I D : 0
1 9
6
7
0
V
I N
S
O
N
, J
R
.
N
E
L
S
O
N
P
A I G
E

L
O
T
4
2
- P
.B
. 4
, P
G
. 1 5
D .B
. 1 1 9
3
, P
G
. 1 8
9
P
A R
C
E
L
I D : 0
1 9
8
4
7
P
.B
. 4
, P
G
. 1 5
L
O
T
4
3
D .B
. 1 1 9
3
, P
G
. 1 8
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P
A R
C
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L
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8
4
2
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, J
R
.
N
E
L
S
O
N
P
A I G
E

GINGER C. MAYNARD
D.B. 2520, PG. 570
PARCEL ID: 019856
"SUBDIVISION"
HILLSIDE
ZONED: R-10
P.B. 11, PG. 44
P.B. 4, PG. 154
BH-9
BH-3
BH-10
1
2
5
1 2
5
125
125
120
12
0
1
2
0
1
2
0
1 2
0
115
1 1 5
115
1
1
5
1
1
5
115
115
115
1 1 5
115
1
1
0
1
1
0
1 1 0
110
1
1
0
110
110
110
110
1
1
0
1 1 0
1
1
0
1 0
5
1
0
5
1 0
5
1 0 5
1
0
5
1
0
5
1
0
5
10
5
105
1
0
5
105
105
1 0
5
105
105
1051
0
5
105
105
105
100
100
100
100
100
100
100
1
0
0
100
1 0 0
100
1 0 0
9
5
#2
RC
(TYP.)
WOODS
EDGE OF
1 5
' S
I D E
S
E
T
B
A C
K
1 5
' S
I D
E
S
E
T
B
A C
K
1 5
' S
I D E
S
E
T
B
A C
K
3
0'
R
E
A
R
S
E
T
B
A
C
K
5
0'
F
R
O
N
T
S
E
T
B
A
C
K
3
0'
R
E
A
R
S
E
T
B
A
C
K
1 5
' S
I D E
S
E
T
B
A C
K
5
0'
F
R
O
N
T
S
E
T
B
A
C
K
1 5
' S
I D E
S
E
T
B
A C
K
5
0'
F
R
O
N
T
S
E
T
B
A
C
K
AREA
SWAMPY
EX
Q
P
EX
A
S
P
H
A
L
T
A S
P
H A L
T
D R
I V
E
PATCH
ASPHALT
24" PINE (2)
36" OAK
MYRTLE
12" CRAPE
M
Y
R
T
L
E
1
2
"
C
R
A
P
E
8" PEAR
S
S
S
O
EX
PP WCO1
LANDSCAPING
VAULT
C
O
N C
.
4
' W O
O
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6
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C
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(
6
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INV.=94.34'
(6
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/W )
B
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Revisions
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Name Date Sheet No.
Scale
Revisions
OF
Drawing No.
B/M No.
Project No.
PLOTTED:
Cad File Name
O 1 2 3 4 5 7 8 9 1O 11 12CL
Approvals
Approvals
$USERNAME$
Cell Name B/M Assembly
Designed by:
Typical Drawing
Information
Library Location Pipe Stand Foundation Cells (Pier)Pipe Stand Foundation Cells (Spread)Foundation Cells for Other Typical Structures
(Pier)(Spread)
Steel Detail & Assembly
P
L
O
T
T
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D
:
$
U
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A
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$
$
$
$
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$$$$$$$$$$$SYTIME
Professional Engineer
Approval
TO SKIMMER SEDIMENT BASIN #1
4.28 ACRE DRAINAGE AREA CONVEYS
SEE NOTE #5
SEE NOTE #4
TS
48" RCP
CRS
CD
T
D
R
E
C
P
T
D
R
E
C
P
T
D
R
E
C
P
T
D
R
E
C
P
T
D
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C
P
T
D
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C
P TD
RECP
TD
RECP
TD
RECP
R
E
C
P
T
D
R
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C
P
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D
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C
P
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D
R
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C
P
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D
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C
P
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TS
TS
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C
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D
BZ
BZ
B
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BZ
BZ BZ
B
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BZ BZ BZ BZ
BZ
B
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B
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BZ
BZ
BZ
B
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BZ
BZ BZ BZ BZ
B
Z
B
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B
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B
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B
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B
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B
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B
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B
Z
BZ
B
Z
BZ BZ BZ BZ
BZ BZ
B
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BZ
BZ
BZ
B
Z
BZ
BZ
BZ
BZ
BZ
OTHERS
REMOVE BY
1 0
3
1
0
5
PIP
COP
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
T
P
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P
T
P
T
P
T
P
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P
1
1
0
1
1
0
1
1
5
1
2
0
1
2
5
T
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P
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Y
T
O
P
S
O
I
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S
T
O
C
K
P
I
L
E
1
0
0
EXISTING CONTOURS
GRADING TO MATCH
CONSTRUCTION ROAD
CWO
INFORMATION
PIPE DESCRIPTION AND
& 11 FOR CULVERT #15
REFER TO SHEETS 9
CLEARING
LIMITS OF
TP
CRS
CRS
CRS
CRS
LS
PB
SSB #1
TP
TP
PB
PB
SF
SF
CRS
SF
CE
S
S
1
3
0
'
'
L1
S
T
R
E
A
M
D
I T
C
H
D
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C
H
ST
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A
M
IPF (HELD)
IRS
METER POLE
PP XA05
2
4
"
R
C
P
PP WA88
CL STREAM
S 23°29'01" W 2129.16'
EX
C
5
8
9
.7
4
' (
T
I E
)

(
5
9
0
.0
2
' R
E
C
O
R
D
)
INV.=94.11'
SS1
SS
SS2
E
WIRE
GUY
WIRE
GUY
# 2058/07
# 2056/324
ELECTRIC TOWER
A
WOODS (TYP.)
EDGE OF
6'-12' TALL
PINE CUTOVER
D
I R
T
/G
R
A V
E
L
R
O
A D
D
I R
T
/G
R
A
V
E
L
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O
A
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DIRT/GRAVEL ROAD
DIRT/GRAVEL ROAD
S
T
E
E
L
S
T
R
U
C
T
U
R
E
8
0
/0
8
E2
E1
18" METAL
INV= 91.60
INV= 91.17
D
I
T
C
H
DITCH
WOODED
WOODED
WOODED
GRAVEL
GRASS/SHRUBS
CONCRETE PAD
E
X
I
S
T
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N
G
R/
W

P
E
R
N
C
D
O
T
P
R
O
J.
#
U
-
3
3
2
9
EX
D
(TYP.)
POSTS
MOUNT
CITY OF ROCKY
64.09'
S 23°29'01" W
128.93'
MON. FD.
TOWN LINE
147.85'
93.61'
N06°00'48"W
N06°00'48"W
4
9
9.
2
6' (
T
I
E
)
LINE (TYP.)
SURVEY TIE
S
C
A L
E
D

T
O
W
N

L
I N
E

P
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R

P
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. 1 9
, P
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7
4
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B
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K
Y

M O
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SS1
ZONED: I-2
P.B. 16, PG. 574 (PARCEL B)
PARCEL ID: 040252 (IN PART)
AREA: 98.318 S.F. OR 2.26 ACRES
GINGER C. MAYNARD
ISAAC SMITH, JR. &
"TRACT THREE"
TITLE COMMITMENT
ZONED: A-1
P.B. 16, PG. 574 (PARCEL C)
D.B. 2520, PG. 570 (TRACT NINE)
PARCEL ID: 040250
OR 35.14 ACRES
TOTAL AREA 1,530,606 S.F.
ZONED: A-1
P.B. 16, PG. 574 (PARCEL A)
D.B. 2520, PG. 570 (TRACT FIVE, PARCEL 1 & 2)
PARCEL ID: 020042
6'-12' TALL
PINE CUTOVER
PARCEL TWO"
"TRACT FOUR
TITLE COMMITMENT
WOODS (TYP.)
EDGE OF
WOODS (TYP.)
EDGE OF
WOODS (TYP.)
EDGE OF
WOODS (TYP.)
EDGE OF
PL
P L
P L
BH-6
BH-1
BH-2
BH-4
BH-7
BH-3
BH-5
BH-8
1
0
0
9
5
9
5
9
5
95
110
1
1
0
110
10
5
105
105
105
1
0
0
100
100
100
100
100
100
1 0 0
100
9
5
9
5
95
9
5
95
I
N
S
W
A
M
P
Y
A
R
E
A
S
T
R
E
A
M
C
H
A
N
N
E
L
#2
RC
(TYP.)
WOODS
EDGE OF
CSX TRANSPORTATION RAILROAD COMPANY
FE M
A FL O O D PL A IN
Z O N E "X "
2
5'
F
R
O
N
T
S
E
T
B
A
C
K
10' SIDE SETBACK
1 0
' R
E
A
R

S
E
T
B
A
C
K
1 5
' S
I D
E

S
E
T
B
A
C
K
5
0'
F
R
O
N
T
S
E
T
B
A
C
K
30' REAR SETBACK
1 5
' S
I D
E
S
E
T
B
A C
K
1 5
' S
I D
E
S
E
T
B
A C
K
1 5
' S
I D
E
S
E
T
B
A C
K
3
0'
R
E
A
R
S
E
T
B
A
C
K
3
0'
R
E
A
R
S
E
T
B
A
C
K
1 5
' S
I D
E

S
E
T
B
A C
K
5
0'
F
R
O
N
T
S
E
T
B
A
C
K
BH-11
INV.=94.34'
60'
SCALE
0 30'
DRC
KEL 07/01/16
07/01/16
1"=30'
0000-000
8 12
CITY OF ROCKY MOUNT, NORTH CAROLINA
HATHAWAY SWITCHING STATION
E&SC PLAN (SUBSTATION)
SITE, GRADING, DRAINAGE AND PHASE II
LIMITS OF DISTURBANCE
LIMITS OF CLEARING
NO.
SPEC.
KEY SYMBOL TITLE
TO TOPSOILINGTO
TP TP
PS PERMANENT SEEDINGPS
M M MULCHING
RECP
TD TD
RECP
SF
SSB SKIMMER SEDIMENT BASIN
DW DWB
BZ BZ BUFFER ZONE
CRS
STABILIZATION
CONSTRUCTION ROAD
CD CHECK DAM
PB POROUS BAFFLES
NC6.05
NC6.11
NC6.14
NC6.17
RM3.15
BERM
TEMPORARY DIVERSION
RM3.22
RM3.3
(SILT) FENCE
TEMPORARY SEDIMENT
RM3.25 DEWATERING BAG
RM3.8a
NC6.04
NC6.64
RM3.23
& PROTECTION
TREE PRESERVATION
NC6.74
NC6.80
CONTROLLED PRODUCTS
ROLLED EROSION
PROTECTION
CULVERT OUTLET
CONTROL LEGEND - NORTH CAROLINA
EROSION AND SEDIMENTATION
COP
RM3.12
EROSION MATTING
CHANNEL STABILIZATION W/ CSEM
MATCHLINE SHEET 9
M
A
T
C
H
L
I N
E

S
H
E
E
T

9
**FOR PROPOSED CONDITIONS LEGENDS SEE SHEET 9
PROPOSED CONDITIONS LEGEND
CRS
INSPECTION AND ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
A BMP CERTIFICATION MUST BE SUBMITTED PRIOR TO FINAL8.
AND ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
BE SUBMITTED AND APPROVED PRIOR TO FINAL INSPECTION
A STORM DRAINAGE AS-BUILT INCLUDING THE BMP MUST7.
A CERTIFICATE OF OCCUPANCY.
EXECUTED PRIOR TO FINAL INSPECTION AND ISSUANCE OF
A BMP OPERATIONS & MAINTENANCE AGREEMENT MUST BE6.
SECURITY, JOHN BLACK [phone].
POWER PRIOR TO ACCESSING SWM FACILITY. CALL DOMINION
48 HOUR NOTICE MUST BE GIVEN TO DOMINION VIRGINIA5.
OF ENGINEERING DETAILS.
RM DENOTES CITY OF ROCKY MOUNT DEPARTMENT4.
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
ENVIRONMENT AND NATURAL RESOURCES (DENR) EROSION
NC DENOTES THE NORTH CAROLINA DEPARTMENT OF3.
PROPOSED SUBSTATION FENCE IS SUBJECT TO CHANGE.
ALL INTERNAL SUBSTATION EQUIPMENT LAYOUT WITHIN THE 2.
REFER TO SHEET 2 FOR EXISTING CONDITIONS LEGEND.1.
NOTES:
Revisions
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Name Date Sheet No.
Scale
Revisions
OF
Drawing No.
B/M No.
Project No.
PLOTTED:
Cad File Name
O 1 2 3 4 5 7 8 9 1O 11 12CL
Approvals
Approvals
$USERNAME$
Cell Name B/M Assembly
Designed by:
Typical Drawing
Information
Library Location Pipe Stand Foundation Cells (Pier)Pipe Stand Foundation Cells (Spread)Foundation Cells for Other Typical Structures
(Pier)(Spread)
Steel Detail & Assembly
P
L
O
T
T
E
D
:
$
U
S
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R
N
A
M
E
$
$
$
$
$
$
$
$
$
$
$
$
S
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T
I M
E
b
o
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d
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$$$$$$$$$$$SYTIME
Professional Engineer
Approval
24' X 70'CONTROL ENCLOSURE
7
1
.
6
'
3
.
4
'
1
4
'
1
4
'
1
4
'
1
4
'
14'
14'
14'
14.0'
14'
13.0'
61.0'
189.0'127.0'

BASELINE N 14°09'55" E
BASELINE N 14°09'55" E

A
1
2
1
2
A
GATE
PROP.
GATE
PROP.
GATE
PROP.
G
118
B
108
SWM FACILITY
C
8 10
A
108
SYSTEM
EAST UNDERDRAIN
H
118
SYSTEM
EAST UNDERDRAIN
SOUTH LATERAL FOR
I
118 SYSTEM
WEST UNDERDRAIN
J
118
SYSTEM
WEST UNDERDRAIN
SOUTH LATERAL FOR K
118 CULVERTS
DOUBLE 48"
1
128
2
128 ROAD (TYP.)
EQUIPMENT ACCESS
3
128
4
128
DITCH #1 M
118
4
128
5
128
5
128
B
A
S
E
L
I
N
E

N

7
5
°
5
0
'
0
5
"

W
5
128
INTERCEPTOR TRENCH
PIPE WITH STONE
12" DIA. PERFORATED HDPE
5
128
INTERCEPTOR TRENCH
PIPE WITH STONE
12" DIA. PERFORATED HDPE
6
128 SECTION (TYP.)
18" FLARED END
7
128 HEADWALL (TYP.)
18" CONCRETE
8
128
9
128
10
128
(TYP.)
WITH RING & COVER
PRECAST MANHOLE
11
128
WINGWALLS (TYP)
HEADWALL WITH
DOUBLE
7
8
.
9
'
2
4
.
1
'
2
8
.
0
'
2
7
.
0
'
2
7
.
0
'
1
4
.
8
'
1
0
0
.
2
'
ENVIRONMENTAL
MITIGATION PLANS BY ANGLER
HATHAWAY SWITCHING STATION STREAM
REFER TO SHEETS E1 THROUGH E9 FOR
EASEMENT
PROPOSED SWM
18" HPDE
18" HPDE
18" HPDE
18" HPDE
127°02'37"
165°28'46"
157°30'00"
45°
45°
1
2
"

P
E
R
F
.

H
D
P
E
DBL. 48" PIPE
12
1
2
"

P
E
R
F
.

H
D
P
E
1
2
"

P
E
R
F
.

H
D
P
E
1
2
"

P
E
R
F
.

H
D
P
E
90°
11
32.5'R
90°
3
10
4
2
1
5
9
13
14
6
8
7
(TYP.)
55'R
A RIP RAP
1.5 TONS OF CLASS
55'R
(TYP.)
55'R
(TYP.)
55'R
55'R
A RIP RAP
1.5 TONS OF CLASS
BARREL INFORMATION
RISER, SPILLWAY &
SEE SHEET 10 FOR
EASEMENT
PROPOSED SWM
(SEE NOTE 5)
EASEMENT
20' SWM ACCESS
(SEE NOTE 5)
EASEMENT
20' SWM ACCESS
EASEMENT
PROPOSED SWM
F1
108CHANNEL
LOW FLOW
1
8 12
SWM FACILITY
7
5
.
0
'
1
5
8
.
0
'
1
4
2
.
0
'
D
8 10
SWM SUMP
214.0'
189.0'
90°
A RIP RAP
OF CLASS
22.5 TONS
(TYP.)
12' SECURITY FENCE
(TYP.)
8' SECURITY FENCE
1
128(TYP.)
12' SECURITY FENCE
A RIP RAP
OF CLASS
38.0 TONS
(TYP.) 245 LF
STRUCTURAL FILL
ACCESS ROAD WITH
253 LF
GUTTER (TYP.)
30" CURB &
59 LF
(FLUME)
DITCH #2 90°
90°
EASEMENT
PROPOSED SWM
95
9
5
9
9
1 0
0
1 0
0
1
0
0
1
0
0
9
6
10
0
1 0
0
1 0
1
1 0
2
1 0 3
105 110
100
9
5
9
5
1 0 4
9
9
9
4
9
9
9
9
9
8
98
1.1
%
1.1%
1.
1
%
1
.
1
%
0.8%
0.8%
x
TC 101.19'
TC 99.19'
x
x
PG 97.50'
x
FL 98.34'
FL 97.25'
x
x
PG 99.98'
x
PG 99.72'
x
PG 104.55'
x
PG 103.85'
x
PG 103.08'
x
PG 103.08'
1.0%x
PG 103.47'
1.
1
%
x
PG 103.08'
x
PG 102.66'
TC 101.02'
x
9
5
9
5
98
97
93
9
2
9
3
94
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
PS
TO M
TO M
TO M
TO M
TO M
TO M
TO M
TO M
TD RECP
CSEM
CSEM
TD RECP
DIVERSION
CLEANWATER
DIVERSION
CLEANWATER
TD RECP
DIVERSION
CLEANWATER
CD
#2
B
Z
B
Z
RECP
RECP
RECP
RECP RECP
TD
TD
TD
TD
TD RECP
TD RECP
TD RECP
TD RECP
TD RECP
TD RECP
TD RECP
TD TD
RECP
T
D
R
E
C
P
T
D
R
E
C
P
T
D
R
E
C
P
T
D
R
E
C
P
T
D
R
E
C
P
T
D
R
E
C
P RECPTD
RECPTD
R
E
C
PT
D
CLEARING
LIMITS OF
TP
CLEARING
LIMITS OF
TP
RECP
SSB
PB
PB
PB
CD
CRS
CRS
CLEARING
LIMITS OF
TP
CLEARING
LIMITS OF
TP
CD
CD
CD
COP
COP
COP
COP
B
Z
BZ
BZ
BZ
BZ
CRSBZBZ
BZ
BZ
BZ
BZ
BZ
BZ
BZ
B
Z
B
Z
B
Z
BZ
B
Z
B
Z
B
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B
Z
BZ
BZ
B
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BZ BZ
BZ
BZ
BZ
BZ
BZ
BZ
BZ
BZ
BZ
BZ
B
Z
B
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B
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B
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B
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B
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B
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BZ
BZ
BZ
BZ
BZ
G
S
S
S
S
S
D I T
C
H
D I T
C
H
D I T
C
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C
H
ST
RE
A
M
S
T
R
E
A
M
STREAM
STREAM
DITCH
S
T
R
EAM
4
8
0.
2
4'
(
T
IE
)
N
3
9
°
5
4'
4
3
"
E
9
8
.
8
2'
G
MON. FD. MC/B
IPF 1/2"
IPF 1/2"
IPF PINCHED
IPF
IPF (ON LINE)
POST
P
P
N C
P
V
B
6
5
/0
1 7
2
6

P
P
N
C
P
W B
0
7

P
P
3
1 6
F
7
/0
1 7
2
6
/W B
1 6

PP WD34
1 2
"

R
C
P
2
4
"
R
C
P
0.47' WEST OF LINE
0.16' WEST OF LINE
1.54' DECK EAST OF LINE
PP WA88
EX
F
EX
G
EX
I
EX
J
N
4
5
°
3
7'
0
5
"
E
1
1
2
6.
2
9'
D
IRT
ROAD
INV.=105.29'
INV.=106.72'
INV.=94.11'
SS2
E
E1
G
E
WIRE
GUY
WIRE
GUY
T
R
E
S
P
A S
S
I N G

S
I G
N N
O
IPF
EAST OF LINE
0.46' FENCE
EAST OF LINE
0.37'
DI
R
T
R
O
A
D
E
N
D
116.2
117.2117.2
114.8
115.8
116.0
115.9
115.8
115.3
116.8
118.8
118.6
117.7
113.4
114.4
114.5
114.6
114.4
113.7
112.7
113.9
113.6
113.5
111.8
111.5
109.9
108.6
109.8
111.5
113.9
115.7
114.2
111.2
109.6
110.6
113.1
109.4
108.3
108.0
107.9
108.1
107.8
108.9
110.6
113.6
117.1
117.8
121.4
121.8
121.6
121.3
120.9
120.2
121.2
119.0
118.0
119.9
120.5
121.5
122.0
122.5
123.5
123.0
122.5
121.5
122.6
123.2
123.5
124.5
124.5
123.7
122.7
125.8
125.5
125.2
124.9
125.5
124.8 124.1
125.1
124.5
125.3
125.9
125.0
124.9
122.1
123.0
120.4
120.8
123.3
118.6
118.2
114.3
115.5
118.8
114.0
118.1
113.8
111.6
111.9
112.0
115.6
117.5
113.1
111.9
110.8
110.5
109.5
106.6
107.0
106.2
105.0
105.5
104.5
103.4
105.4
105.5
105.8
106.0
107.4
105.3
105.2
104.6
104.6
104.1
103.0
106.5
106.9
105.7
103.6
102.9
100.8
101.3
107.7
110.2
109.3
107.0
108.0
106.1
106.9
105.3
104.3
105.6
104.6
103.7
103.3
102.9
101.9
101.9
101.1
99.5
99.7
107.9
108.5
110.3
110.4
109.7
108.3
108.4
105.9
106.6
111.6
112.4
114.9
116.6
117.8
116.6
114.8
114.2
112.4
109.5
108.5
109.5
110.9
112.1
113.9
107.8
109.0
111.9
112.6
113.3
113.2
115.2
120.3
122.8
117.6
115.9
112.7
113.9
112.1
111.6
111.4
107.9
110.4
114.6
112.1
110.8
110.8
101.2
101.2
101.9
102.1
101.8
105.7
110.3
104.6
104.6
100.9
101.0
100.7
100.1
100.2
109.5
108.5
106.7
103.9
106.1
100.1
99.6
99.0
98.3
97.8
97.6
100.0
101.4
102.5
107.9
103.9
101.4
101.9
101.3
98.2
106.4
108.0
108.4
107.8
99.8
109.1
105.6
103.2
98.9
99.6
99.3
100.3
101.7
101.8
96.3
95.6
95.1
99.4
100.8
103.0
100.9
94.9
98.6
98.6 99.0
99.7
98.5
105.3
104.7
104.6
104.7
104.6
104.7
104.6
104.1
103.4
102.6
102.6
102.2
101.7
101.0
100.3
101.9
101.9
102.5
103.4
103.7
104.2
104.3
104.0
104.0
104.1
104.1
104.4
103.5
103.3
103.5
103.5
103.5
103.6
103.5
103.4
102.2
103.0
102.2
102.1
102.8
102.8
102.8
102.7
103.0
102.7
101.5
101.6
102.0
102.1
102.4
102.1
101.8
99.6
99.2
99.1
100.1
101.6
100.6
105.7
106.0 106.3
108.6
108.9108.4
108.3
107.7
108.6
108.9
107.1
107.8
109.8
111.5
111.9
111.9
111.7
111.9
111.5
112.5
111.8
111.8
111.4
110.8
109.5
108.8
109.3
109.2 109.9
110.0
110.0
110.4
110.5
110.5
110.4
111.9
111.8
112.2
111.9
111.5
111.7 112.8
111.8
112.3
108.3
105.8
105.6
105.5
105.2
104.5
103.8
103.0
101.5
100.7
101.4
102.1
103.0
102.5
102.5
101.1
100.2
100.0
99.3
99.0
99.0
99.2
100.5
100.6
103.5
103.9
103.2
104.1
104.6
105.2
104.5
104.6
105.3
106.2
104.7
104.6
106.0
104.3
107.6
107.7
110.0
110.8
110.0
110.7
103.4
106.8
110.3
101.8
100.7
99.7
99.1
99.9
100.4
110.8
110.5
110.8
# 2058/07
# 2056/324
ELECTRIC TOWER
IRF
F
E
N
C
E
EAST OF LINE
0.46' FENCE
WOODS (TYP.)
EDGE OF
6'-12' TALL
PINE CUTOVER
EX
K
INV.=102.19
DIRT ROAD END
D I R
T
/G
R
A V
E
L
R
O
A D
D I R
T
/G
R
A V
E
L
R
O
A D
D I R
T
/G
R
A V
E
L
R
O
A D
D
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T
/G
R
A V
E
L
R
O
A D
97.0
97.0
96.7
S
T
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E
L
S
T
R
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T
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8
0
/0
8
EX
H
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0
1 7
2
6
/V
B
9
8

P
P
3
1 5
T
A 3
1 6
RC #3
RC #4
RC #1
ZONED: A-1
P.B. 16, PG. 574 (PARCEL A)
D.B. 2520, PG. 570 (TRACT FIVE, PARCEL 1 & 2)
PARCEL ID: 020042
"TRACT FIVE"
TITLE COMMITMENT
ZONED: A-1
D.B. 2520, PG. 570 (TRACT EIGHT)
PARCEL ID: 037306
OR 35.14 ACRES
TOTAL AREA 1,530,606 S.F.
GINGER C. MAYNARD
ISAAC SMITH, JR. &
GINGER C. MAYNARD
ISAAC SMITH, JR. &
"TRACT FIVE"
TITLE COMMITMENT
ZONED: A-1
D.B. 2520, PG. 570 (TRACT EIGHT)
PARCEL ID: 037306
OR 35.14 ACRES
TOTAL AREA 1,530,606 S.F.
"TRACT TWO"
TITLE COMMITMENT
ZONED: A-1
D.B. 2520, PG. 570 (TRACT THREE, IN PART)
PARCEL ID: 018274
OR 35.14 ACRES
TOTAL AREA 1,530,606 S.F.
GINGER C. MAYNARD
ISAAC SMITH, JR. &
PARCEL TWO"
"TRACT FOUR
TITLE COMMITMENT
#
2
0
5
8
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7
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GINGER C. MAYNARD
D.B. 2520, PG. 570
PARCEL ID: 019856
"SUBDIVISION"
HILLSIDE
ZONED: R-10
P.B. 11, PG. 44
P.B. 4, PG. 154
BH-9
BH-3
BH-10
1
2
5
1 2
5
125
125
120
12
0
1
2
0
1
2
0
1 2
0
115
1 1 5
115
1
1
5
1
1
5
115
115
115
1 1 5
115
1
1
0
1
1
0
1 1 0
110
1
1
0
110
110
110
110
1
1
0
1 1 0
1
1
0
110
110
1 0
5
1
0
5
1 0
5
1 0 5
1
0
5
1
0
5
1
0
5
10
5
105
1
0
5
105
105
1 0
5
105
105
1051
0
5
105
105
105
100
100
100
100
100
100
100
1
0
0
100
1 0 0
100
1 0 0
9
5
#2
RC
(TYP.)
WOODS
EDGE OF
1 5
' S
I D E
S
E
T
B
A C
K
1 5
' S
I D E
S
E
T
B
A C
K
1 5
' S
I D E
S
E
T
B
A C
K
3
0'
R
E
A
R
S
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T
B
A
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K
5
0'
F
R
O
N
T
S
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B
A
C
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3
0'
R
E
A
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S
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B
A
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1 5
' S
I D E
S
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T
B
A C
K
5
0'
F
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N
T
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T
B
A
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1 5
' S
I D
E
S
E
T
B
A C
K
5
0'
F
R
O
N
T
S
E
T
B
A
C
K
AREA
SWAMPY
EX
Q
P
EX
A
S
P
H
A
L
T
A S
P
H A L
T
D R
I V
E
PATCH
ASPHALT
24" PINE (2)
36" OAK
MYRTLE
12" CRAPE
M
Y
R
T
L
E
1
2
"
C
R
A
P
E
8" PEAR
S
S
S
O
EX
PP WCO1
LANDSCAPING
VAULT
C
O
N C
.
4
' W O
O
D F
E
N C
E
H
A T
H
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S
T
(U
.S
. R
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U T
E
3
0
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6
0
0
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PP 01726
C
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.
4
' W O
O
D F
E
N C
E
PP 01726
F
R
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C
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Y
G
I
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A
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N
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T
A
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(
6
0'
P
U
B
L
I
C
R/
W
)
INV.=94.34'
(6
0
' P
U B
L
I C
R
/W )
B
U
R
R
O
W S
S
T
R
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100'
SCALE
0 50'
DRC
KEL
07/01/16
07/01/16
1"=50'
0000-000
9 12
CITY OF ROCKY MOUNT, NORTH CAROLINA
HATHAWAY SWITCHING STATION
PHASE II E&SC PLAN (BORROW AREA)
SITE, GRADING, DRAINAGE AND
LIMITS OF DISTURBANCE
NO.
SPEC.
KEY SYMBOL TITLE
TO TOPSOILINGTO
TP TP
CE
PS PERMANENT SEEDINGPS
M M MULCHING
RECP
TD TD
RECP
SF
SSB SKIMMER SEDIMENT BASIN
BZ BZ BUFFER ZONE
CRS
STABILIZATION
CONSTRUCTION ROAD
PB POROUS BAFFLES
NC6.05
RM3.17
NC6.11
ENTRANCE
GRAVEL CONSTRUCTION
NC6.14
NC6.17
RM3.15
BERM
TEMPORARY DIVERSION
RM3.22
RM3.3
(SILT) FENCE
TEMPORARY SEDIMENT
NC6.04
NC6.64
RM3.23
& PROTECTION
TREE PRESERVATION
NC6.74
NC6.80
CONTROLLED PRODUCTS
ROLLED EROSION
PROTECTION
CULVERT OUTLET
COP
LSNC6.40 LEVEL SPREADER
RM3.16 PIP PIPE INLET PROTECTION
CONTROL LEGEND - NORTH CAROLINA
EROSION AND SEDIMENTATION
DEVICES AND STRUCTURES.
UPON FINAL AUTHORIZATION FROM THE ENVIRONMENTAL INSPECTOR, REMOVE ALL REMAINING E&S 11.
SHOWN ON SHEET 3.
MANAGEMENT BASIN. AREAS DISTURBED SHALL BE PERMANENTLY STABLIZED PER E&S MEASURES
TRAP AND RESTORE GRADES TO THE PROPOSED ELEVATIONS OF THE PERMANENT STORMWATER
THE PERMANENT SWM CONTROL STRUCTURE. CONTRACTOR SHALL CLEAN ALL SEDIMENT FROM THE
SEDIMENT BASIN #2 TO A PERMANENT STORMWATER DETENTION POND INCLUDING CONSTRUCTING
UPON APPROVAL FROM THE ENVIRONMENTAL INSPECTOR, CONVERT THE TEMPORARY SKIMMER 10.
PERMANENT SEEDING TO ALL GRADED AREAS NOT STABILIZED BY STONE.
AFTER SITE IS GRADED, INSTALL 4" NCDOT NO.57 COARSE AGGREGATE SITE STONE AND APPLY 9.
ELECTRICAL SUBSTATION PLANS PROVIDED UNDER SEPARATE COVER.
STRUCTURAL FOUNDATIONS, GROUNDING GRID, OR ELECTRICAL APPURTENANCES AS REQUIRED BY THE
CONSTRUCT INTERNAL ACCESS ROADS PER SHEET 8 AND DETAIL 2 ON SHEET 12, ALONG WITH ANY 8.
SITE GRADING IS STABALIZED WITH STONE.
BASIN. THE ORIFICE WITHIN THE STORMWATER DETENTION POND SHALL REMAIN PLUGGED UNTIL THE
PERFORM FINAL SITE GRADING, CONSTRUCT DITCH #1, CURB & GUTTER, AND STORMWATER DETENTION 7.
RECONFIGURE SKIMMER SEDIMENT BASIN #2 TO GRADING SHOWN ON SHEET 8.6.
BUILD UP SUBSTATION PAD TO FINAL GRADE ONCE RELOCATED STREAM IS IN PLACE.5.
TO BE USED IN THE CONSTRUCTION OF THE SWITCHING STATION PAD.
BEGIN GRADING OPERATIONS IN BORROW AREA PER SHEET 9 TO ACCUMULATE STRUCTURAL FILL 4.
THE E&S INSPECTOR, CONNECT RELOCATED STREAM TO EXISTING STREAM.
ONCE MAJORITY OF STREAM RELOCATION IS COMPLETE AND STABILIZED TO THE SATISFACTION OF 3.
INSTALL PHASE 2 EROSION AND SEDIMENT CONTROL MEASURES PER PLANS.2.
PLANS.
MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES FROM PHASE I ABOVE AS INDICATED ON THE 1.
PHASE I E&SC SEQUENCE OF CONSTRUCTION
MATCHLINE SHEET 8
M
A
T
C
H
L
I N
E

S
H
E
E
T

8
DETAIL & SECTION IDENTIFICATION
DETAIL NUMBER
SEQUENTIAL
DETAIL IS SHOWN
SHEET ON WHICH
PROPOSED CONDITIONS LEGEND
SYMBOL DESCRIPTION
BASED COURSE
NCDOT NO. ABC COMPACTED
AGGREGATE SITE STONE
NCDOT NO. 57 COARSE
EXISTING STREAM
EXISTING WETLANDS
PROPOSED SUBSTATION SECURITY FENCE
1
2
128
128
2
128
11
128
30" CURB & GUTTER
110
1
107
x PG 98.9'PROPOSED SPOT ELEVATION
12
1
DIRECTION
PROPOSED GRADE PERCENTAGE AND 1.1%
BH-5 PROPOSED SOIL BORING LOCATION
PROPOSED MAJOR CONTOUR (5-FOOT INTERVAL)
PROPOSED MINOR CONTOUR (1-FOOT INTERVAL)
PROPOSED MAJOR CONTOUR (BY OTHERS)
PROPOSED MINOR CONTOUR (BY OTHERS)
95
93
PROPOSED SWM ACCESS EASEMENT
CRS
1
9 9AEXTENSION PAVEMENT
BURROWS STREET
BE REQUIRED.
KEPT CLEAN AT ALL TIMES. IF NOT A WASHING STATION WILL
ALL STREETS AND ROADS ADJACENT TO THIS PROJECT WILL BE8.
CERTIFICATE OF OCCUPANCY.
MOUNT PRIOR TO FINAL INSPECTION AND ISSUANCE OF
MUST BE INSPECTED AND APPROVED BY THE CITY OF ROCKY
ALL AREAS DISTURBED WITHIN BURROWS STREET RIGHT OF WAY7.
DETAIL.
REFER TO SHEET 4 FOR CONSTRUCTION ROAD STABILIZATION6.
SECURITY, JOHN BLACK [phone].
POWER PRIOR TO ACCESS SWM FACILITY. CALL DOMINION
48 HOUR NOTICE MUST BE GIVEN TO DOMINION VIRGINIA5.
FILL ON THE SWITCHING STATION PAD SITE.
INDICATED ON THIS PLAN AS NEEDED TO USE AS STRUCTURAL
EXCAVATE BORROW AREA WITHIN LIMITS OF DISTURBANCE 4.
ON THIS SHEET.
IN THE TOPSOIL STOCKPILE LOCATED WILL BE PLACED
TOPSOIL CLEARED FROM SUBSTATION AND BORROW AREAS 3.
OF ENGINEERING DETAILS.
RM DENOTES CITY OF ROCKY MOUNT DEPARTMENT
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
ENVIRONMENT AND NATURAL RESOURCES (DENR) EROSION
NC DENOTES THE NORTH CAROLINA DEPARTMENT OF2.
REFER TO SHEET 2 FOR EXISTING CONDITIONS LEGEND.1.
NOTES:
SEE SHEET 11
STORM SEWER, UNDERDRAIN OR CULVERT
A
N
D
C
R
O
S
S
S
E
C
T
I O
N
S
S
T
R
E
E
T
E
X
T
E
N
S
I O
N
P
L
A
N
S
, P
R
O
F
I L
E
S
, D
E
T
A
I L
S

S
E
E
S
H
E
E
T
S
9
A
A
N
D
9
B
F
O
R
B
U
R
R
O
W S

Revisions
D
e
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Scale
Revisions
OF
Drawing No.
B/M No.
Project No.
PLOTTED:
Cad File Name
O 1 2 3 4 5 7 8 9 1O 11 12CL
Approvals
Approvals
$USERNAME$
Cell Name B/M Assembly
Designed by:
Typical Drawing
Information
Library Location Pipe Stand Foundation Cells (Pier)Pipe Stand Foundation Cells (Spread)Foundation Cells for Other Typical Structures
(Pier)(Spread)
Steel Detail & Assembly
P
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(TYP.)
ACCESS ROAD3
9 12
14'

1
2
3
128
8
128
WINGWALLS (TYP)
HEADWALL WITH
DOUBLE
11
L
9
15
1 2
"
H
P
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13
55'R
(SEE NOTE 5)
EASEMENT
20' SWM ACCESS
CULVERT
(SEE NOTE 5)
ACCESS EASEMENT
20' & VAR. WIDTH SWM
A RIP RAP
OF CLASS
2.3 TONS
(FLUME)
DITCH #4
128
4
128
4
(FLUME)
DITCH #3
15+79
15+00
14+00
1 3
+
0
0
1 2
+
0
0
1 1 +
0
0
1 0
+
0
0
(SEE SHEET 9A)
PRIVATE ENTRANCE
SEE SHEET 9A
CURB EXTENSION
PS
PS
PS
PS
PS
PS
PS
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DIVERSION
CLEANWATER
CD
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EXISTING CONTOURS
GRADING TO MATCH
CONSTRUCTION ROAD
INFORMATION AND GRADING
SKIMMER BASIN DESIGN
SEE SHEETS 4 AND 7 FOR
STOKPILE GRADING
SEE SHEET 7 FOR
T
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SEE
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60'
SCALE
0 30'
CMC
KEL
07/01/16
07/01/16
0000-000
AS NOTED
9A 12
PLAN
CITY OF ROCKY MOUNT, NORTH CAROLINA
HATHAWAY SWITCHING STATION
PROFILE AND DETAILS
BURROWS STREET EXTENSION PLAN,
-
(NTS)
ROCKY MOUNT ROAD DETAIL
DETAIL1
-
2
(NTS)
ROCKY MOUNT ROLL-TYPE CURB DETAIL
DETAIL
8" NCDOT NO. ABC AGGREGATE BASE
3" MIX TYPE B-25.0B BASE COURSE
2" MIX TYPE S-12.5D SURFACE COURSE
9A9A
N

3
9
°
5
4
'
4
3
"

E
9
8
.
8
2
'
MON. FD. MC/B
IPF 1/2"
PP NCPWB07
PP 316F7/01726/WB16
0.47' WEST OF LINE
0.16' WEST OF LINE
(60' PUBLIC R/W)
IRF
DIRT/GRAVEL ROAD
01726/VB98
PP 315TA316
RC #3
L
A
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P
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P L
P.B. 4, PG. 15
LOT 43
D.B. 1193, PG. 189
PARCEL ID: 019842
VINSON, JR.
NELSON PAIGE
BURROWS STREET
C
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24" PINE (2)
36" OAK
MYRTLE
12" CRAPE
8" PEAR
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4' WOOD FENCE
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GINGER C. MAYNARD
D.B. 2520, PG. 570
PARCEL ID: 019856
CONC.
-9A
3
(NTS)
ROCKY MOUNT 36" VALLEY GUTTER DETAIL
DETAIL
0.50%
0.30%
3
.
67%
S
T
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.

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EXISTING GROUND
STA. 13+48.13
RIGHT-OF-WAY
END OF PROPOSED
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DISTANCE (FEET)
96
102
108
114
120
96
102
108
114
120
1
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9
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10+00 10+50 11+10 11+70 12+30 12+90 13+50 14+10 14+70 15+30 15+79
1
1
2
.
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0
1
1
2
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1
1
2
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1
2
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1
1
1
1
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3
9
1
1
0
.
7
0
STA. 10+66.00, ELEV = 112.13'
MYRTLE STREET AT
TIE TO EXISTING CREPE
PROPOSED CONDITIONS LEGEND
SYMBOL DESCRIPTION
1
9AEXTENSION PAVEMENT
BURROWS STREET
110
107
PROPOSED MAJOR CONTOUR (5-FOOT INTERVAL)
PROPOSED MINOR CONTOUR (1-FOOT INTERVAL)
DETAIL & SECTION IDENTIFICATION
DETAIL NUMBER
SEQUENTIAL
DETAIL IS SHOWN
SHEET ON WHICH
12
1
PROPOSED SWM ACCESS EASEMENT
9A
9A 9A
24" ROLL-TYPE CURB & GUTTER
2
PVI ELEV. = 111.43''
PVI STA. = 13+60.23
50' V.C.
13+41.00, ELEV = 111.48'
EXTENSION STREET AT STA.
END BURROWS STREET
STA. 13+88.23, ELEV = 110.41'
END PROPOSED FINISHED GRADE
PROP. DOMINION ACCESS ROAD (PRIVATE)
12
4
(FLUME)
DITCH #4
9A
12
4
9A (FLUME)
DITCH #3
11+00
112
12+00
BURROWS STREET EXTENSION
13+00
14+00
112
112
114
9A
A
9A
(SCALE 1"=30')
BURROWS STREET EXTENSION
PLAN
9A
B
9A
(SCALE HOR. 1"=30', VER. 1"=6')
BURROWS STREET EXTENSION
PROFILE
12'0
60'0 30'
HORIZONTAL SCALE
VERTICAL SCALE
6'
9A 9A
2
CURB (TYP.)
24" ROLL-TYPE
9A
2
9A
STATIONS 12+50 AND 12+75
GUTTER) - SEE SHEET 9B, SECTION
24" ROLL-TYPE CURB (DRY
9A 9A
3
GUTTER (TYP.)
36" VALLEY
FINISHED GRADE
TO PROPOSED
ADJUST VALVES
FINISHED GRADE
TO PROPOSED
ADJUST MANHOLE
SPREADER
LEVEL
PROPOSED
SPREADER
LEVEL
PROPOSED
ELEV = 111.65'
STA. 12+87.11,
INTERSECTION
HAMMERHEAD
STA. 10+66.00
CONSTRUCTION
BEGIN BURROWS STREET
AT STA. 13+41.00
CONSTRUCTION
END BURROWS STREET
STA. 12+87.11
INTERSECTION
HAMMERHEAD
2
3
'
(SEE NOTE 5)
RIGHT-OF-WAY
PROPOSED
R40'
R40'
R25'
23'
DEMOLISH ASPHALT
SURFACE COURSE ENTRANCE
2" MIX TYPE S-12.5D
STA. 11+77.33
INTERSECTION
ENTRANCE
FINISHED GRADE
PROPOSED
ELEV = 111.98'
STA. 11+77.33,
INTERSECTION
ENTRANCE C/L
PROJECT ACCEPTANCE.
RIGHT-OF-WAY. THIS STATEMENT IS TO BE INCLUDED ON FINAL PLAT PRIOR TO
CITY OF ROCKY MOUNT MAINTENANCE, INCLUDING STORMWATER, ENDS AT PUBLIC 7.
SURFACE COURSE AS INDICATED ON THE PLAN.
DEMOLISH EXISTING ASPHALT PAD AND REPLACE WITH 2" MIX TYPE S-12D 6.
OF CURB.
DEAD-END OF BURROWS STREET IS SET 7.5 FEET BEHIND THE PROPOSED BACK
ACCEPTANCE. PROPOSED RIGHT-OF-WAY, ENCOMPASSING THE HAMMERHEAD AND
IS TO BE DEDICATED ON A RECORDED FINAL PLAT PRIOR TO PROJECT
PROPOSED PUBLIC RIGHT-OF-WAY EMCOMPASSING HAMMERHEAD AND DEAD END 5.
SEE PROFILE B (THIS SHEET) FOR PROFILE ELEVATIONS AND GRADES.4.
REFER TO SHEET 9 FOR PHASE II EROSION AND SEDIMENT CONTROL PLAN.3.
REFER TO SHEET 7 FOR PHASE I EROSION AND SEDIMENT CONTROL PLAN.2.
REFER TO SHEET 9B FOR CRITICAL SPOT ELEVATIONS AND CROSS SECTIONS.1.
NOTES:
SEE NOTE 8
-9A
4
(NTS)
HATHAWAY ROAD (RTE. 301)
BURROWS STREET TO
TYPICAL SECTION
CROSS SLOPE
EXISTING
SAWCUT
GROUND
EXISTING
MOUNT VALLEY GUTTER. SEE DETAIL 3 ON SHEET 9A.
NOTE: AT ALL ENTRANCES, INSTALL CITY OF ROCKY
1'
REPLACEMENT
PAVEMENT
CROSS SLOPE
EXISTING
PAVEMENT
EXISTING
(SEE NOTE 6)
CONNECTION
PRIVATE ENTRANCE
(SEE NOTE 10)
EXISTING OAK TREE
(SEE NOTE 9)
GRADE TO DRAIN
SHIFTING THE ALIGNMENT TO THE SOUTHWEST.
TO EITHER ADJUST TIE-IN GRADES, TRIM TREE LIMBS OR POSSIBLY EVEN
THAT THE 36" OAK CAN BE SAVED, ADJUSTMENTS WILL BE MADE IN THE FIELD
TO BE REMOVED. IF, DURING THE PRE-CONSTRUCTION MEETING, IT IS DETERMINED
STREET ALIGNMENT, IT IS ANTICIPATED THAT THE EXISTING 36" OAK WILL NEED
MEETING. BASED UPON THE CURRENT RIGHT-OF-WAY & EXISTING BURROWS
CONSTRUCTION OF BURROWS STREET EXTENSION TO SET A PRE-CONSTRUCTION
CONTACT DONALD PERRY WITH CITY OF ROCKY MOUNT PRIOR TO 10.
STREET AND BURROWS STREET EXTENSION.
POSITIVE DRAINAGE FOR RESIDENCE AT INTERSECTION OF CREPE MYRTLE
GRADE TO DRAIN AND ADJUST TOP OF CURB IN FIELD AS NEEDED TO MAINTAIN 9.
AND CITY ENGINEER PRIOR TO INSTALLATION OF CURB & GUTTER.
AT [phone] TO SET UP A MEETING BETWEEN DOMINION, THE CONTRACTOR
STREET INTERSECTION. CONTACT DONALD PERRY WITH CITY OF ROCKY MOUNT
LINEAR FEET TO THE NORTHWEST OF THE BURROWS STREET/CREPE MYRTLE
INSTALL 36" VALLEY GUTTER AT ENTRANCE LOCATED APPROXIMATELY 150
SECTION. PRIOR TO CONSTRUCTION, DETERMINE WHETHER IT IS APPROPRIATE TO
REFER TO DETAILS 2 & 4 ON THIS SHEET FOR ROLL TYPE CURB AND TYPICAL
EXISTING STORM INLET AT THE SOUTHWEST CORNER OF THIS INTERSECTION.
HATHAWAY RADIAL RETURN INTERSECTION AND GRADE TO DRAIN INTO THE
(U.S. ROUTE 301). CURB & GUTTER SHALL TERMINATE AT THE BURROWS ST. &
EDGE OF BURROWS STREET FROM STA. 10+89.43 TOWARD HATHAWAY STREET
24" ROLL TYPE CURB AND GUTTER TO BE INSTALLED ALONG THE SOUTHERN 8.
20± FT.
9A 9A
4
13.5'13.5'
6.5'6.5'
27' B/C TO B/C
60.0' & VAR. R/W
PER DETAIL)
STREET (SAW-CUT EDGE OF PAVEMENT
ALONG BURROWS STREET TO HATHAWAY
ROLL-TYPE CURB
Revisions
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Name Date Sheet No.
Scale
Revisions
OF
Drawing No.
B/M No.
Project No.
PLOTTED:
Cad File Name
O 1 2 3 4 5 7 8 9 1O 11 12CL
Approvals
Approvals
$USERNAME$
Cell Name B/M Assembly
Designed by:
Typical Drawing
Information
Library Location Pipe Stand Foundation Cells (Pier)Pipe Stand Foundation Cells (Spread)Foundation Cells for Other Typical Structures
(Pier)(Spread)
Steel Detail & Assembly
P
L
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$
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Professional Engineer
Approval
20'
SCALE
0 10'
CMC
KEL
07/01/16
07/01/16
0000-000
1"=10'
E
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(
F
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(
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12+25
100
110
120
130
100
110
120
130
0 10 20 30 40 50 600-10-20-30-40-50-60
E
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(
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12+00
100
110
120
130
100
110
120
130
0 10 20 30 40 50 600-10-20-30-40-50-60
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(
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E
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(
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11+75
100
110
120
130
100
110
120
130
0 10 20 30 40 50 600-10-20-30-40-50-60
E
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(
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E
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(
F
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11+50
100
110
120
130
100
110
120
130
0 10 20 30 40 50 600-10-20-30-40-50-60
E
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(
F
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)
CL
E
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(
F
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)
11+25
100
110
120
130
100
110
120
130
0 10 20 30 40 50 600-10-20-30-40-50-60
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(
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(
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11+00
100
110
120
130
100
110
120
130
0 10 20 30 40 50 600-10-20-30-40-50-60
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(
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10+89
100
110
120
130
100
110
120
130
0 10 20 30 40 50 600-10-20-30-40-50-60
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10+75
100
110
120
130
100
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0 10 20 30 40 50 600-10-20-30-40-50-60
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(
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(
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10+66
100
110
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130
100
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130
0 10 20 30 40 50 600-10-20-30-40-50-60
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9B 12
CITY OF ROCKY MOUNT, NORTH CAROLINA
HATHAWAY SWITCHING STATION
CROSS SECTIONS
BURROWS STREET EXTENSION
61.73 '
6.50 '
2.00 '
11.50 '11.50 '
2.00 '
6.50 '
6.50 '
2.00 '
11.50 '11.50 '
2.00 '
6.50 '
60.00 '
6.50 '
2.00 '
11.50 '11.50 '
2.00 '
6.50 '
60.00 '
6.50 '
2.00 '
11.50 '11.50 '
2.00 '
6.50 '
60.00 '
6.50 '
2.00 '
11.50 '11.50 '
2.00 '
6.50 '
60.00 '
6.50 '
2.00 '
11.50 '11.50 '
2.00 '
6.50 '
60.00 '
68.58 '
8.50 '11.50 '11.46 '8.54 '
9.50 '11.50 '16.15 '12.46 '
6.50 '11.53 '21.17 '13.93 '
Revisions
D
e
s
c
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i
p
t
i
o
n
N
o
.
D
a
t
e
B
y
B
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/
A
p
p
r
.
P
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c
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N
u
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b
e
r
Name Date Sheet No.
Scale
Revisions
OF
Drawing No.
B/M No.
Project No.
PLOTTED:
Cad File Name
O 1 2 3 4 5 7 8 9 1O 11 12CL
Approvals
Approvals
$USERNAME$
Cell Name B/M Assembly
Designed by:
Typical Drawing
Information
Library Location Pipe Stand Foundation Cells (Pier)Pipe Stand Foundation Cells (Spread)Foundation Cells for Other Typical Structures
(Pier)(Spread)
Steel Detail & Assembly
P
L
O
T
T
E
D
:
$
U
S
E
R
N
A
M
E
$
$
$
$
$
$
$
$
$
$
$
$
S
Y
T
I M
E
b
o
r
d
e
r
.
d
g
n
$$$$$$$$$$$SYTIME
Professional Engineer
Approval
20'
SCALE
0 10'
CMC
KEL
07/01/16
07/01/16
0000-000
1"=10'
E
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(
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13+41
100
110
120
130
100
110
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130
0 10 20 30 40 50 600-10-20-30-40-50-60
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.

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.

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.

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.

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.

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.

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.

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.

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P
.

R
O
W
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O
P
.

R
O
W
CITY OF ROCKY MOUNT, NORTH CAROLINA
HATHAWAY SWITCHING STATION
CROSS SECTIONS
BURROWS STREET EXTENSION
9C 12
6.50 '
2.00 '
11.50 '11.50 '5.56 '6.90 '
46.34 '
6.50 '
2.00 '
11.50 '11.50 '
3.00 '
39.00 '
82.00 '
82.00 '
6.50 '
2.00 '
11.50 '11.50 '
3.00 '
39.00 '
46.00 '
6.50 '
2.00 '
11.50 '11.50 '
3.00 '
9.65 '
6.50 '
2.00 '
11.50 '11.50 '
3.00 '
5.50 '
42.00 '
Revisions
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Name Date Sheet No.
Scale
Revisions
OF
Drawing No.
B/M No.
Project No.
PLOTTED:
Cad File Name
O 1 2 3 4 5 7 8 9 1O 11 12CL
Approvals
Approvals
$USERNAME$
Cell Name B/M Assembly
Designed by:
Typical Drawing
Information
Library Location Pipe Stand Foundation Cells (Pier)Pipe Stand Foundation Cells (Spread)Foundation Cells for Other Typical Structures
(Pier)(Spread)
Steel Detail & Assembly
P
L
O
T
T
E
D
:
$
U
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R
N
A
M
E
$
$
$
$
$
$
$
$
$
$
$
$
S
Y
T
I M
E
b
o
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d
e
r
.
d
g
n
$$$$$$$$$$$SYTIME
Professional Engineer
Approval
07/01/16
N.T.S
CMC
0000-000
KEL 07/01/16
$$$$$$$$$$$SYTIME
99999
CITY OF ROCKY MOUNT, NORTH CAROLINA
HATHAWAY SWITCHING STATION
AND DETAILS
STORMWATER MANAGEMENT PLAN, PROFILE,
1
2 3 4
EXISTING GRADE
PROPOSED FINISHED GRADE
97.71'/35,103 CF100-YEAR
94.47'/31,745 CF25-YEAR
97.23'/28,526 CF10-YEAR
96.03'/14,200 CF1-YEAR
STORM EVENT ELEVATIONS/STORAGE
4
3
2
1
TOP OF EMBANKMENT: 99.0'
PROFILE VERTICAL SCALE (TYP)
PROFILE HORIZONTAL SCALE (TYP)
0 30'60'
0 6'
1
0
+
0
0
1
1
+
0
0
1
2
+
0
0
1
3
+
0
0
13+98
1
4
+
7
9
1
4
+
0
0
1
3
+
0
0
1
2
+
0
0
11+00
10+00
9
6
.
9
4
9
8
.
1
8
9
5
.
9
3
9
4
.
2
5
9
5
.
1
1
9
9
.
1
4
9
9
.
1
4
9
9
.
2
1
9
9
.
1
4
9
9
.
8
6
9
9
.
1
4
9
6
.
1
0
9
2
.
9
0
9
6
.
3
2
9
9
.
3
6
9
7
.
2
3
9
9
.
0
0
9
2
.
3
9
9
4
.
3
9
9
4
.
0
0
9
5
.
0
6
9
4
.
0
5
W = 8'
EMERGENCY SPILLWAY ELEVATION: 97.50'
EXISTING GRADE
PROPOSED FINISHED GRADE
2
4
"

R
C
P

C
L
A
S
S

I I I
P
I P
E
10+00
100
80
11+00 13+9813+0012+00
DISTANCE (FEET)
E
L
E
V
A
T
I O
N

(
F
E
E
T
)
80
110
100
90
11+0010+00
100
12+00 14+7914+0013+00
DISTANCE (FEET)
E
L
E
V
A
T
I O
N

(
F
E
E
T
)
90 90
110
100
E
L
E
V
A
T
I O
N

(
F
E
E
T
)
E
L
E
V
A
T
I O
N

(
F
E
E
T
)
DAM EMBANKMENT
PROFILE
STORMWATER DETENTION POND
PROFILE
ELEVATION: 97.50'
EMERGENCY SPILLWAY
SCALE 1"=30'
10 12
10
10
C
B
10
A
STORMWATER MANAGEMENT FACILITY
PLAN
F
SWM RISER
724" ENDWALL
F
C
B
ALIGNMENT
DAM EMBANKMENT
POND ALIGNMENT
STORMWATER DETENTION
SWM RISER D
-
-
-
PROFILE VERTICAL SCALE (TYP)
PROFILE HORIZONTAL SCALE (TYP)
0 30'60'
0 6'
0 30'60'
SCALE 97.71'/35,103 CF100-YEAR
97.47'/31,745 CF25-YEAR
97.23'/28,526 CF10-YEAR
96.03'/14,200 CF1-YEAR
STORM EVENT ELEVATIONS/STORAGE
4
3
2
1
DAM ELEVATION: 99.00'
TRENCH
CUT-OFF
10-
90
1210
-10 TRENCH
CUT-OFF
L = 13', T = 0.5'
6.0 TONS CLASS A1 RIP RAP
2
4
"

E
N
D
W
A
L
L
I N
V
.
=
9
4
.
0
0
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A
.
=
1
3
+
5
5
.
7
0
H

=

3
.
2
5
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4
8
"

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I S
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,
1
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-10
D
-10
1210
4 CONCRETE FLUME
B

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=
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4
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6
3
7
10-TRENCH
CUT-OFF
E
10 10--
1
W/ ANTI-SEEP COLLAR @ -0.96%
52.0 LF 24" RCP CLASS III PIPE
TRENCH
CUT-OFFF
-10
TRENCH
CUT-OFFF
-10
TRENCH
CUT-OFFF
-10
-
-
D
10
E
10
(NTS)
OF TRANSPORTATION REF.#114.07)
TRASH RACK (VIRGINIA DEPARTMENT
DETAIL
10 CM/SEC PERMEABILITY
12" CLAY LINER
I N
V
.

O
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T
=
9
4
.
0
0
8
"
X
1
2
"

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=
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3
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1
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4
1
INV. 94.00
3" RISER ORIFICE
INV. 96.05
8"x12" RISER ORIFICE
10-
10-
10
F
-CUT-OFF TRENCH
DETAIL
EMBANKMENT (ELEV. 99.0')
TOP OF SWM DAM
SMW OUTLET BARREL
24" RCP CLASS III
(ELEV. 97.5')
SWM SPILLWAY
GROUND
EXISTING
5'
CL DAM EMBANKMENT
1
1 1
13
'
MATERIAL
NATIVE SOIL
BACKFILL WITH
(NTS)
2
3
4
INDICATED IN THIS PLAN
AND ADD SWM RISER AS
REMOVE SKIMMER DEVICE
IN FINAL CONFIGURATION,
-7
-10
F1
CHANNEL
LOW FLOW
STRUCTURE SHALL BE INSTALLED FIRST AND FULLY FUNCTIONAL PRIOR TO REMOVING SKIMMER.
FOR AS LONG AS PRACTICAL UNTIL SWM FACILITY IS BROUGHT TO FINAL GRADES. THE SWM RISER
FAIRCLOTH SKIMMER (OR EQUIVALENT) SHOWN ON DETAIL ON SHEET 4 SHALL REMAIN IN PLACE1.
NOTES:
1
10
1
10
2'
4'
2'
BOTTOM GRADE
SWM FACILITY
4" THICK CONC.
CLASS A3
10
F1
(NTS)
-LOW-FLOW CHANNEL
DETAIL
(NTS)
SWM RISER & SUMP DETAIL
DETAIL
E
10-
TRASH RACK
TOP OF RISER 97.25
RISER
48" ØINV.=96.05
ORIFICE @
8" X 12"
PIPE
SWM OUTLET
EMBANKMENT
SWM
3
1
3
1
SWM BASIN
BOTTOM OF
SUMP
SWM BASIN
8" PVC
PVC TEE
8" X 3"
4'
18"
10-
D SWM SUMP
12'
12'
-10
D SWM SUMP
SEE NOTE 1
F1
10-CHANNEL
LOW-FLOW
FOR EMERGENCY SPILLWAY
(30'L X 25'W X 0.5Th)
RIP RAP TREATMENT
35 TONS CLASS A
SCHEDULE 80.
RISER. ALL PVC PIPE TO BE
CONNECTION OF PVC PIPE TO
CONNECTION. LINK SEAL
ACCOMMADATE A LINKSEAL
A CIRCULAR OPENING TO
SWM RISER WALL THROUGH
8" PVC PIPE TO PENETRATE
NOTES:
(SEE NOTE)
12"
3.000 psi
CONCRETE FILL
NCDOT NO. 57 STONE
STRUCTURE
CONCRETE RISER
PRECAST
(SEE NOTE)
@ INV. 94.00'
8" CIRCULAR OPENING
W/SCREW CAP
3" PVC PIPE
RIP RAP TREATMENT
35 TONS CLASS A
MIN.
3'-6"
THIS SHEET
SEE NOTE 1 ON
SKIMMER
TEMPORARY
Revisions
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Name Date Sheet No.
Scale
Revisions
OF
Drawing No.
B/M No.
Project No.
PLOTTED:
Cad File Name
O 1 2 3 4 5 7 8 9 1O 11 12CL
Approvals
Approvals
$USERNAME$
Cell Name B/M Assembly
Designed by:
Typical Drawing
Information
Library Location Pipe Stand Foundation Cells (Pier)Pipe Stand Foundation Cells (Spread)Foundation Cells for Other Typical Structures
(Pier)(Spread)
Steel Detail & Assembly
P
L
O
T
T
E
D
:
$
U
S
E
R
N
A
M
E
$
$
$
$
$
$
$
$
$
$
$
$
S
Y
T
I M
E
b
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d
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d
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$$$$$$$$$$$SYTIME
Professional Engineer
Approval
95
9
5
9
9
1 0
0
9
5
9
5
9
9
9
4
9
9
9
9
9
8
98
D
I
T
C
H
WOODED
GRASS/SHRUBS
MOUNT
CITY OF ROCKY
"
C
I T
Y

O
F

R
O
C
K
Y

M O
U
N
T
"BH-1
BH-5
100
95
9
5
I
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W
A
M
P
Y
A
R
E
A
S
T
R
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A
M
C
H
A
N
N
E
L
18" HPDE
18" HPDE
12
1
2
"

P
E
R
F
.

H
D
P
E
11
32.5'R
4
9
8
(TYP.)
55'R
07/01/16
N.T.S
CMC
0000-000
KEL 07/01/16
$$$$$$$$$$$SYTIME
99999
GRADE
EXISTING STREAM
EXISTING
12
10
11
11
11
1111
EXISTING GRADE
PROPOSED FINISHED GRADE
1
0
1
.
1
3
1
0
1
.
8
2
1
0
0
.
3
3
9
5
.
0
0
9
9
.
4
4
9
6
.
9
8
9
7
.
2
9
9
7
.
3
8
1
0
2
.
4
2
9
6
.
5
8
9
7
.
4
1
1
0
0
.
2
6
9
8
.
0
0
9
4
.
6
4
9
7
.
3
4
9
8
.
3
3
1
0
1
.
3
5
9
6
.
9
1
1
0
0
.
5
8
1
0
1
.
0
3
1
0
3
.
0
0
9
6
.
9
6
1
0
2
.
6
9
1
0
1
.
0
1
1
0
1
.
9
4
1
0
3
.
3
6
1
0
6
.
5
6
1
0
2
.
4
4
9
8
.
7
1
1
0
1
.
3
3
1
0
1
.
1
7
1
0
1
.
8
1
1
0
1
.
0
4
9
8
.
6
2
1
0
1
.
6
8
9
4
.
0
0
9
9
.
9
5
1
0
4
.
2
8
1
0
1
.
4
3
1
0
2
.
5
5
CITY OF ROCKY MOUNT, NORTH CAROLINA
HATHAWAY SWITCHING STATION
SEWER PROFILES
OPEN CHANNEL, CULVERT & STORM
11+0010+00
100
12+00 14+5014+0013+00
85
DISTANCE (FEET)
E
L
E
V
A
T
I O
N

(
F
E
E
T
)
E
L
E
V
A
T
I O
N

(
F
E
E
T
)
85
110
100
90
11+0010+00
100
11+55
90
DISTANCE (FEET)
E
L
E
V
A
T
I O
N

(
F
E
E
T
)
90
110
100
E
L
E
V
A
T
I O
N

(
F
E
E
T
)
10+00
100
90
E
L
E
V
A
T
I O
N

(
F
E
E
T
)
11+4311+00
DISTANCE (FEET)
E
L
E
V
A
T
I O
N

(
F
E
E
T
)
E
L
E
V
A
T
I O
N

(
F
E
E
T
)
110
100
90
E
L
E
V
A
T
I O
N

(
F
E
E
T
)
12+0011+0010+00 14+5014+0013+00
100
90
DISTANCE (FEET)
100
90
110
80
110
100
11+0610+00
100
E
L
E
V
A
T
I O
N

(
F
E
E
T
)
E
L
E
V
A
T
I O
N

(
F
E
E
T
)
DISTANCE (FEET)
90
80
EXISTING GRADE
EXISTING GRADE
EXISTING GRADE
GRADE
PROPOSED FINISHED
GRADE
PROPOSED FINISHED
GRADE
PROPOSED FINISHED
G
H
I J
K
11
L
CULVERT 15
PROFILE
DOUBLE CULVERTS 13-14
PROFILE
(STR. 5 THROUGH STR. 3)
EAST UNDERDRAIN- SOUTH LATERAL
PROFILE
(STR. 1 THROUGH STR. 4)
EAST UNDERDRAIN SYSTEM
PROFILE
(STR. 6 THROUGH STR. 9)
WEST UNDERDRAIN SYSTEM
PROFILE
(STR. 10 THROUGH STR. 8)
WEST UNDERDRAIN- SOUTH LATERAL
PROFILE
12
6
11 12
11
110
-
-
--
PROFILE VERTICAL SCALE (TYP)
PROFILE HORIZONTAL SCALE (TYP)
0 30'60'
0 6'
-
I N
V
.

O
U
T
=
9
6
.
6
7
I N
V
.

I N
=
9
6
.
7
7
(
F
R
O
M

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.
#
7
)
I N
V
.

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=
9
7
.
1
7
(
F
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.
#
1
0
)
T
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=
1
0
0
.
2
7
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A
.
=
1
3
+
0
8
.
7
0
S
T
O
R
M

S
T
R
.
#
8
(TYP.)
W/RING AND COVER
PRECAST MANHOLE
1112
9
11
152.5 LF 12" HDPE @ -1.15%
122.2 LF 18" HDPE @ -0.75%
150.2 LF 18" HDPE @ -0.80%
150.2 LF 18" HDPE @ -0.87%
122.2 LF 18" HDPE @ -1.47%
140.6 LF 12" HDPE @ -1.17%
@ -0.50%
2-55.5 LF 48" HDPE140.6 LF 12" PERF. HDPE @ -1.11%
152.5 LF 12" PERF. HDPE @ -1.30%
12
5
TRENCH
STONE INTERCEPTOR
HDPE PIPE WITH
12" PERFORATED
11
M
A
N
H
O
L
E

W
/
R
I N
G

&

C
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V
E
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.
#
2
I N
V
.

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=
9
8
.
9
5
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.
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=
9
9
.
4
5
H
=
3
.
5
0
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T
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=
1
0
2
.
4
5
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A
.
=
1
1
+
4
2
.
6
5
12
10
(TYP.)
W/RING AND COVER
PRECAST MANHOLE
1112
9
11
M
A
N
H
O
L
E

W
/
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&

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#
3
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=
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5
5
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=
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1
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(
F
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.
#
5
)
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V
.

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=
9
7
.
6
5
(
F
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S
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R
.
#
2
)
H
=
3
.
5
0
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T
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=
1
0
1
.
0
5
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=
1
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+
9
6
.
7
9
S
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S
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.
#
4
I N
V
.
=
9
5
.
7
5
S
T
A
.
=
1
4
+
2
2
.
6
5
11 (TYP.)
END SECTION
FLARED
S
T
O
R
M

S
T
R
.
#
5
12
10
(TYP.)
W/RING AND COVER
PRECAST MANHOLE
11
12
8
11
S
T
O
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M

S
T
R
.
#
3
I N
V
.

O
U
T
=
9
7
.
5
5
I N
V
.

I N
=
9
7
.
6
5
(
F
R
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.
#
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)
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.

I N
=
9
8
.
1
5
(
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)
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=
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1
.
0
5
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A
.
=
1
1
+
4
2
.
5
9
TRENCH
STONE INTERCEPTOR
HDPE PIPE WITH
12" PERFORATED
12
5
11
S
T
O
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M

S
T
R
.
#
1
3
I N
V
.

I N

B
=
9
4
.
0
8
I N
V
.

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A
=
9
6
.
0
8
S
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A

1
0
+
2
5
.
0
0
GRADE
FINISHED
PROP.
S
T
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M

S
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.
#
1
4
I N
V
.

O
U
T

B
=
9
3
.
8
I N
V
.

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U
T

A
=
9
5
.
8
S
T
A

1
0
+
7
9
.
7
5
WALLS (TYP.)
HEADWALL WITH WING
MODIFIED DOUBLE PIPE
12
3
11
ACCESS ROAD
ENVIRONMENTAL
BY ANGLER
MITIGATION PLAN
STATION STREAM
SWITCHING
HATHAWAY
TRENCH
STONE INTERCEPTOR
HDPE PIPE WITH
12" PERFORATED
12
5
11
S
T
O
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M

S
T
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.
#
7
I N
V
.

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T
=
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9
7
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.

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=
9
8
.
4
7
H
=
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.
5
0
'
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P
=
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1
.
4
7
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A
.
=
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4
.
5
1
1
0
4
.
9
8
1
0
3
.
8
9
1
0
4
.
9
8
1
0
2
.
7
8
DISTANCE (FEET)
90 90
100
110110
100
10+00 11+06
E
L
E
V
A
T
I O
N

(
F
E
E
T
)
E
L
E
V
A
T
I O
N

(
F
E
E
T
)
GRADE
FINISHED
PROP.
EXISTING GRADE
S
T
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S
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.
#
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5
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.

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=
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.
5
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=
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+
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5
.
0
0
S
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.
#
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5
I N
V
.

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T
=
9
3
.
0
0
S
T
A
.
=
1
0
+
8
1
.
0
0
56 LF 12" HDPE @ -0.89%
TRENCH
STONE INTERCEPTOR
HDPE PIPE WITH
12" PERFORATED
12
5
11
S
T
O
R
M

S
T
R
.
#
1
0
12
6
11 (TYP.)
END SECTION
FLARED
S
T
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M

S
T
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.
#
9
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V
.
=
9
5
.
7
5
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=
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4
.
5
6
M
A
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E

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/
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G

&

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.
#
8
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.

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=
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.
6
7
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.

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=
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(
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#
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)
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.

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=
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6
.
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7
(
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#
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=
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.
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0
'
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=
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.
2
7
S
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A
.
=
1
3
+
0
8
.
7
0
12
10
(TYP.)
W/RING AND COVER
PRECAST MANHOLE
1112
9
11
12
9
11
FACILITY
SWM
FACILITY
SWM
12
3
11
ACCESS ROAD
I N
V
.
=

1
0
1
.
0
6
S
T
A
.
=
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0
+
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0
.
0
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1
2
"

H
D
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#
1
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.
=

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.
4
5
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"

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D
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#
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=
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.
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2
"

H
D
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A
P
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V
.
=
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9
.
0
5
S
T
A
.

1
0
+
0
0
.
0
0
1
2
"

H
D
P
E

C
A
P
12'
-
K1
11
18'
14'4'
-0.48%
ENVIRONMENTAL
BY ANGLER
MITIGATION PLAN
STATION STREAM
SWITCHING
HATHAWAY
INV.=95.8'
INV.=93.8'
CULVERT A
CULVERT B
12
3
11
ACCESS ROAD
ENDWALL
CREST EL.=94.3'
8
1
STREAM AT ELEV.=94.7'
TIE TO PROPOSED
11-
K2
11
K1
-
RIP RAP
OF CLASS A
38.0 TONS
RIP RAP APRON
RIP RAP
CLASS A
38.0 TONS
CULVERTS 13-14 RIP RAP APRON
DETAIL
3
1
3
1
10%10%
IN BACKGOUND
CULVERT A
IN BACKGOUND
CULVERT B
IN BACKGOUND
HEADWALL
RIP RAP
CLASS A
38.0 TONS
NTS
40'
SECTION
94.50' AT
1.5'4.5'5.5'4.5'
11
K2
-
NTS
CULVERTS 13-14 RIP RAP APRON
SECTION
MIN.
0.75'
+2.50%
1.65'
SECTION
1.2' AT
IN FOREGROUND
PROPOSED STREAM GRADE
Revisions
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Name Date Sheet No.
Scale
Revisions
OF
Drawing No.
B/M No.
Project No.
PLOTTED:
Cad File Name
O 1 2 3 4 5 7 8 9 1O 11 12CL
Approvals
Approvals
$USERNAME$
Cell Name B/M Assembly
Designed by:
Typical Drawing
Information
Library Location Pipe Stand Foundation Cells (Pier)Pipe Stand Foundation Cells (Spread)Foundation Cells for Other Typical Structures
(Pier)(Spread)
Steel Detail & Assembly
P
L
O
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T
E
D
:
$
U
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$
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$
$
$
$
$
$
S
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b
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d
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$$$$$$$$$$$SYTIME
Professional Engineer
Approval
07/01/16
N.T.S
CMC
0000-000
KEL 07/01/16
$$$$$$$$$$$SYTIME
99999
CITY OF ROCKY MOUNT, NORTH CAROLINA
HATHAWAY SWITCHING STATION
CONSTRUCTION DETAILS
1
2
'

M
A
X
.
F
F
SUBSTATION
GRADE
F
F
MIN.
3.0'
7 FT 7 FT
L
1FT MIN.
GRADE
PROPOSED
D
11
A B
(NTS)
DITCH GEOMETRY & LINING
DETAIL
W
*REFER TO SHEETS XX THROUGH XX FOR STREAM RESTORATION DETAILS.
3 3
1.0' MIN.
1.0' MIN.0
N/A
N/A
3 3
A
SLOPE
SIDE
B
SLOPE
SIDE
D
DITCH TABLE
LININGW
0DITCH #1
DITCH ID
DITCH #2 (FLUME)
3:1 FILL
3
:
1
F
I
L
L
2%2%
6"6"
GROUND
EXISTING
1'1'1.5'
0.5'
A
N
D

V
A
R
.
2
'

T
O

4
.
5
'
GRADE
PROPOSED
48" HDPE DR-17 CULVERT
4
12
7
12
9
12
11
12
8
12
12 12
SITE STONE
COARSE AGGREGATE
4IN THICK NCDOT NO. 57
BASE COURSE (4IN LIFTS)
NCDOT NO. ABC COMPACTED
6
12
1
12
2
12
3
12
5
12
10
12
'11.5"
'12"
'12"
'10"
SITE STONE
COARSE AGGREGATE
4IN THICK NCDOT NO. 57
SITE STONE
COARSE AGGREGATE
4IN THICK NCDOT NO. 57
-
(NTS)
ROCKY MOUNT CURB & GUTTER
DETAIL
(NTS)
RING & COVER
ROCKY MOUNT STANDARD
DETAIL
-
(NTS)
ROCKY MOUNT PRECAST MANHOLE
DETAIL
--
(NTS)
(SEE DETAIL 8A FOR PIPE CONFIGURATION)
NCDOT MODIFIED DOUBLE HEADWALL WITH WING WALLS
DETAIL
8A
12-
-
(NTS)
STONE INTERCEPTOR TRENCH
12" PERFORATED HDPE PIPE WITH
DETAIL
-
(NTS)
EQUIPMENT ACCESS ROAD
DETAIL
-
(NTS)
SECURITY FENCE
DETAIL
-
STONE BACKFILL
COARSE AGGREGATE
NCDOT NO. 57
ACCESS ROAD
C EQUIPMENT
C/L
-
NO. ABC COMPACTED BASE COURSE
12" THICK NCDOT
(NTS)
ROCKY MOUNT 24" STANDARD FLARED END SECTION
DETAIL
-
(NTS)
NCDOT 18" CONCRETE HEADWALL
DETAIL
-
14 TO 16 FT.
AS REQUIRED
PROPOSED EMBANKMENT,
SPECIFICATIONS
DOMINION
FENCE PER
12"12"
(TYP)'
INVERT OF PIPE
2"
HDPE PIPE
SDR-17
12" DIA.
FABRIC
GEOTEXTILE
NON-WOVEN
PERFORATIONS
WITH 1/2"
SDR 17 HDPE PIPE
12" PERFORATED
HOLES (TYP)
1/2" DIA.
(NTS)
ENDWALL MODIFICATIONS FOR PIPE PENETRATIONS
DETAIL
INVERT (SOUTH HEADWALL) = 95.80'
INVERT (NORTH HEADWALL) = 96.08'
INVERT (SOUTH HEADWALL) = 93.80'
INVERT (NORTH HEADWALL) = 94.08'
CULVERT
COUNTERSUNK
CULVERT
BYPASS
GRADE
4
9
.
5
"
DETAIL AND DIMENSIONS
SEE DETAIL 8, THIS SHEET, FOR SPECIFIC
PENETRATIONS PER THIS SKETCH
HEADWALL STANDARD WITH 48" HDPE PIPE
HEADWALL DIMENSIONS ARE PER THE 72"
NOTES:
0
0
DITCH #3 (FLUME)
DITCH #4 (FLUME)
6
6
6
6
0.5' MIN.
0.5' MIN.
CONC.
CONC.
GEOTEXTILE FABRIC
8 OZ. WOVEN
(
S
E
E

N
O
T
E
)
SHALL BE 8 FEET.
FENCE AROUND SWM FACILITY
NOTE:
(NTS)
ACCESS ROAD
DETAIL
Revisions
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Name Date Sheet No.
Scale
Revisions
OF
Drawing No.
B/M No.
Project No.
PLOTTED:
Cad File Name
O 1 2 3 4 5 7 8 9 1O 11 12CL
Approvals
Approvals
$USERNAME$
Cell Name B/M Assembly
Designed by:
Typical Drawing
Information
Library Location Pipe Stand Foundation Cells (Pier)Pipe Stand Foundation Cells (Spread)Foundation Cells for Other Typical Structures
(Pier)(Spread)
Steel Detail & Assembly
P
L
O
T
T
E
D
:
$
U
S
E
R
N
A
M
E
$
$
$
$
$
$
$
$
$
$
$
$
S
Y
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b
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$$$$$$$$$$$SYTIME
Professional Engineer
Approval

Department of Planning & Development

July 6, 2016

Chris Cocker
Geosyntec Consultants
9211 Arboretum pkwy suite 200
Richmond VA 23236

REF Hathaway Switching Station GP III 4th review

Your plan has been approved has been approved please submit 2 sets of plans to be stamped
and signed, also submit 1hard copy and 1 PDF, both under seal of storm water and
sedimentation and erosion calculations.

Sincerely,

John Perry

John Perry
Construction Development Coordinator
252 972-1113