20181296 Ver 1_Site Plan_20180924

CONTROL POINT
N:752671.78'
E:2085113.65'
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SURVEY LEGEND:
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SURVEY CONTROL POINT
O EIP
EXISTING IRON PIPE
❑ ECM
EXISTING CONCRETE MONUMENT
RCP
COMPUTED POINT
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STORM DRAIN MANHOLE
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STORM DRAIN CURB INLET
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SANITARY SEWER MANHOLE
EXAMPLE:
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TRAFFIC SIGNAL POST
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DECIDUOUS TREE
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BUSH
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CHAIN LINK FENCE
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UNDERGROUND TELEPHONE LINE
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UNDERGROUND FIBER OPTIC LINE
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UNDERGROUND GAS LINE
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UNDERGROUND ELECTRIC LINE
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UNDERGROUND WATER LINE
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SANITARY SEWER LINE
_ =
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OVERHEAD WIRES
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UNIDENTIFIED LINE
UNKNOWN DESTINATION
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CONCRETE SURFACE
ABBREVIATIONS:
DIP
DUCTILE IRON PIPE
PVC
POLYVINYL CHLORIDE PIPE
HDPE
HIGH-DENSITY POLYETHYLENE PIPE
RCP
REINFORCED CONCRETE PIPE
CMP
CORRUGATED METAL PIPE
CB
CATCH BASIN
SURVEY NOTES:
REFER TO C3.00 FOR GENERAL NOTES.
SURVEY TREE LEGEND:
to
AMERICAN HOLLY
iv
EASTERN RED CEDAR
LI
CREPE MYRTLE
MG
SOUTHERN MAGNOLIA
Po
EASTERN SYCAMORE
PT
LOBLOLLY PINE
QR
RED OAK
EXAMPLE:
10QR = 10" RED OAK
THIS SURVEY MAP IS INTENDED TO REPRESENT THE EXISTING
CONDITIONS/TOPOGRAPHY ON A PORTION OF THE PROPERTY AND ALL
ENCUMBRANCES UPON THE PROPERTY MAY NOT BE SHOWN.
. HORIZONTAL DATUM IS NAD 83-2011 AND VERTICAL DATUM IS NAVD88.
THIS DRAWING DOES NOT CONFORM TO N.C. GS47-30 AND THEREFORE IS NOT
FOR RECORDATION.
UTILITIES SHOWN HEREON ARE BASED ON ABOVE GROUND VISIBLE EVIDENCE
AND UTILITY DESIGNATION / MARKING SERVICES PERFORMED BY STEWART INC,
AND THE AVAILABLE RECORD INFORMATION. CONTRACTOR SHALL FIELD
VERIFY LOCATION OF ALL UTILITIES PRIOR TO COMMENCING CONSTRUCTION.
SURVEY INFORMATION BASED ON FIELD SURVEY BY STEWART INC. COMPLETED
ON NOVEMBER 7, 2016 AND MARCH 23, 2017.
TREES SHOWN HEREON MAY NOT REPRESENT ALL VEGETATION ON THE
SUBJECT PROPERTY.
THE DEVELOPMENT AREA ON THE SUBJECT PROPERTY LIES IN ZONES X (AREA
DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE AND FUTURE
CONDITIONS 1% ANNUAL CHANCE FLOODPLAIN). BASED ON THE FLOOD
INSURANCE RATE MAP COMMUNITY MAP NUMBER 3720078500J DATED MAY 2,
2006.
NO WETLANDS HAVE BEEN IDENTIFIED WITHIN THE DEVELOPMENT AREA ON
THE PARCEL SHOWN.
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STEWART
223 SWEST ST, SUITE 1100 FIRM LICENSE #: C-1051
RALEIGH, NC 27603 www.stewartinc.com
T 919.380.8750 PROJECT #: 16123
FOR REVIEW ONLY
NO. REVISION DATE
JOB NUMBER
C16123
DATE ISSUED
09-21-2018
PROJECT STATUS
NCDWR BUFFER IMPACTS
SHEET
EXISTING
CONDITIONS
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NO. REVISION DATE
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PROJECT STATUS
NCDWR BUFFER IMPACTS
SHEET
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CONDITIONS

(SEE SHEET C3.01)
(SEE SHEET C3.04)
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GENERAL NOTES:
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE
IN COMPLIANCE WITH THE OFFICE OF STATE
CONSTRUCTION, DEPARTMENT OF INSURANCE, NCDEQ, AND
ALL OTHER APPLICABLE LOCAL, STATE AND FEDERAL
GUIDELINES. ALL UTILITY CONSTRUCTION SHALL COMPLY
WITH APPLICABLE LOCAL JURISDICTIONAL STANDARDS AND
SPECIFICATIONS.
2. EXISTING SURVEY INFORMATION INCLUDING TOPOGRAPHIC
INFORMATION PROVIDED BY STEWART , UNLESS OTHERWISE
NOTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
FIELD VERIFYING EXISTING CONDITIONS PRIOR TO
COMMENCEMENT OF ANY WORK. THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE OF
ANY DISCREPANCIES OR CONFLICTS.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
CONTACTING, COORDINATING AND PAYMENT FOR ALL
NECESSARY LOCATING SERVICES INCLUDING INDEPENDENT
LOCATING SERVICES. THE CONTRACTOR SHALL PROVIDE
NOTICE OF EXCAVATION TO NOTIFICATION CENTER AND
FACILITY OWNERS (PER NC STATUTE) NO LESS THAN 3
BUSINESS DAYS AND NO MORE THAN 12 WORKING DAYS
PRIOR TO BEGINNING DEMOLITION, EXCAVATION OR ANY
OTHER FORM OF CONSTRUCTION. THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE OF
ANY DISCREPANCIES OR CONFLICTS. NO EXCAVATION OR
DEMOLITION SHALL BE STARTED WITHOUT ALL UTILITIES
BEING LOCATED.
4. ALL SUB -SURFACE UTILITIES IDENTIFIED ON THE
CONSTRUCTION DOCUMENTS ARE SHOWN IN THEIR
APPROXIMATE LOCATION BASED ON SURVEY INFORMATION
GATHERED FROM FIELD INSPECTION AND/OR ANY OTHER
APPLICABLE RECORD DRAWINGS WHICH MAY BE AVAILABLE.
THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE
OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES OR
CONFLICTS.
5. EXISTING IMPROVEMENTS DAMAGED OR DESTROYED BY
THE CONTRACTOR DURING CONSTRUCTION SHALL BE
RESTORED OR REPLACED TO ORIGINAL CONDITION AND TO
THE SATISFACTION OF THE OWNER'S REPRESENTATIVE AT
THE CONTRACTOR'S EXPENSE.
SITE NOTES:
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
INSTALLATION AND MAINTENANCE OF THE CONSTRUCTION
LAYDOWN AREA, PERIMETER FENCE, AND ASSOCIATED
GATES. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE
FOR THE REMOVAL OF THE CONSTRUCTION LAYDOWN AREA
PERIMETER FENCE AND ASSOCIATED GATES AT THE
COMPLETION OF THE PROJECT.
2. THE CONTRACTOR SHALL REFERENCE THE DESIGN PLANS
FOR DIMENSIONS, JOINT LOCATIONS, AND INLAY
SPECIFICATIONS NEAR BUILDINGS AND IN COURTYARDS.
CONTRACTOR SHALL PROVIDE JOINTS IN WALKWAYS AND
HARDSCAPE PER DETAILS OR AS INDICATED ON
LANDSCAPE/HARDSCAPE PLAN SHEETS.
3. ALL CONSTRUCTION TRAFFIC SHALL ENTER SITE FROM
REEDY CREEK ROAD UNLESS OTHERWISE APPROVED IN
WRITING FROM THE OWNER'S REPRESENTATIVE FOR AN
ALTERNATE POINT OF ACCESS.
4. REFER TO ARCHITECTURAL PLANS FOR BUILDING
INFORMATION.
5. ALL DIMENSIONS ARE IN DECIMAL FEET TO OUTSIDE FACE OF
BUILDINGS, TO CENTERLINES, AND/OR FACE OF CURB
UNLESS OTHERWISE NOTED.
6. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
COORDINATES AND REPORT ANY DISCREPANCIES TO THE
OWNER'S REPRESENTATIVE PRIOR TO ANY CONSTRUCTION.
7. ALL WRITTEN DIMENSIONS SHALL PREVAIL. DO NOT SCALE
FROM DRAWINGS.
8. ALL UTILITIES WITH SURFACE ACCESS SHALL BE LOCATED
WITHIN THE PAVING PATTERN AND SHALL BE COORDINATED
WITH LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION.
REFER TO LAYOUT DRAWINGS.
9. ALL ANGLES ARE 90 DEGREES UNLESS OTHERWISE NOTED.
10. ALIGN ALL JOINTS, CORNERS, AND EDGES AS SHOWN
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING
AND COORDINATING PERMITS, INSPECTIONS,
CERTIFICATIONS AND OTHER REQUIREMENTS WHICH MUST
BE MET UNDER THIS CONTRACT.
7. THE CONTRACTOR SHALL MAINTAIN "AS -BUILT" DRAWINGS
TO RECORD THE ACTUAL LOCATION OF ALL PIPING PRIOR TO
CONCEALMENT, VALVE AND MANHOLE CHANGES, AND
HARDSCAPE OR LANDSCAPE CHANGES. DRAWINGS SHALL
BE PROVIDED TO THE OWNER'S REPRESENTATIVE AT
REGULAR INTERVALS, OR AS REQUESTED THROUGHOUT
THE PROJECT FOR RECORD KEEPING.
8. IF DEPARTURES FROM THE PROJECT DRAWINGS OR
SPECIFICATIONS ARE DEEMED NECESSARY BY THE
CONTRACTOR, DETAILS OF SUCH DEPARTURES AND
REASONS THERE OF SHALL BE SUBMITTED TO THE OWNER'S
REPRESENTATIVE FOR REVIEW. NO DEPARTURES FROM THE
CONTRACT DOCUMENTS SHALL BE MADE WITHOUT THE
EXPRESS WRITTEN PERMISSION OF THE OWNER'S
REPRESENTATIVE.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
RELOCATION OF ANY EXISTING UTILITY LINES REQUIRED TO
COMPLETE ANY PORTION OF CONSTRUCTION. THE
CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE
COORDINATION AND COSTS OF THE RELOCATION AND
ASSOCIATED WORK.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING
THE PREMISES FREE FROM ACCUMULATIONS OF WASTE
MATERIALS AND RUBBISH CAUSED BY THE CONTRACTOR.
ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE
ON A DAILY BASIS.
11. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE
CONSTRUCTION MEANS AND/OR METHODS ASSOCIATED
WITH THE PROJECT AS SET FORTH IN THESE PLANS.
12. ROADWAYS (TEMPORARY OR PERMANENT) MUST BE
CAPABLE OF SUPPORTING FIRE FIGHTING APPARATUS
(85,000 LBS) DURING ALL PHASES OF CONSTRUCTION ONCE
VERTICAL CONSTRUCTION HAS BEGUN.
11. CONTRACTOR SHALL REFER TO AND COORDINATE WITH
ARCHITECTURAL, STRUCTURAL, AND MEP DRAWINGS AT ALL
TIMES PRIOR TO AND DURING CONSTRUCTION.
12. ALL CURB TAPERS ARE SIX (6) FEET LONG UNLESS
OTHERWISE SHOWN ON PLAN.
13. WHERE NEW SIDEWALK ADJOINS EXISTING WALK, PROVIDE
EXPANSION JOINT BY DRILLING INTO THE FACE OF THE
EXISTING WALK FOR PLACEMENT OF DOWELS. TIE NEW
SIDEWALKS INTO NEAREST EXISTING PAVEMENT JOINT;
MATCH WIDTH OF EXISTING WALKWAY.
14. WHERE SIDEWALK OR WALKWAYS ARE ADJACENT TO
PARKING SPACES THE WALKWAY SHALL BE A MINIMUM 6.5'
WIDE AS MEASURED FROM THE FACE OF CURB.
15. MAXIMUM RUNNING SLOPE FOR WALKING SURFACES
CANNOT BE GREATER THAN 1:20 AND CROSS SLOPES
CANNOT BE GREATER THAN 1:48. HANDICAP SPACES
SURFACE SLOPES SHALL NOT EXCEED 1:48 IN ALL
DIRECTIONS.
16. SIGHT TRIANGLES -NOTHING OVER 30" HIGH SHALL BE
ALLOWED WITHIN THE SIGHT DISTANCE TRIANGLES.
17. THE SITE SHALL BE FULLY STABILIZED (90% COVERAGE)
PRIOR TO ISSUANCE OF A BUILDING CERTIFICATE OF
OCCUPANCY OR PROJECT APPROVAL
18. HANDICAP RAMPS SHALL BE INSTALLED PER LATEST EDITION
OF THE NC BUILDING CODE AND ANSI 117.11 WITH
DETECTABLE WARNING DOMES WITH A COLOR CONTRAST OF
70% MINIMUM. SEE DETAILS AND GRADING SPOT
ELEVATIONS, IF THE EXISTING CONDITIONS PRECLUDE THE
ABILITY TO PROVIDE A MAXIMUM SLOPE 1/12 FOR 6 -FEET OR
A MAXIMUM CROSS SLOPE OF 1:48 AND A 36" MINIMUM
LANDING, THE CONTRACTOR SHALL NOTIFY ENGINEER OR
OWNER REPRESENTATIVE PRIOR TO INSTALLATION.
19. THE TESTING AGENCY SHALL BE RESPONSIBLE FOR
PROVIDING THE ASPHALT AND CONTRACTOR CERTIFICATION
MEMO TO NCDOT FOR ALL ROADWAY IMPROVEMENTS WITHIN
THE PUBLIC RIGHT-OF-WAY.
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223 SWEST ST, SUITE 1100
FIRM LICENSE #: C-1051
RALEIGH, NC 27603
www.stewartinc.com
T 919.380.8750
PROJECT #: 16123
FOR REVIEW ONLY
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PROJECT STATUS
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C16123
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09-21-2018
PROJECT STATUS
NCDWR BUFFER IMPACTS
SHEET
SITE PLAN
C3.00

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RIP RAP PAD. SEE SHEET C5.01
BULK ARGON GAS
(SEE MEP DRAWINGS)
EXISTING PRE -FABRICATED
ACCESSORY STORAGE
CONTAINER (PASC) TO BE
RELOCATED FROM EXISTING
MOTOR FUELS LABORATORY
-PROPOSED
CONCRETE/STEEL
BOLLARDS
- PROP. BOLLARD LOCATIONS
AT COOLING TOWERS TO BE
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SEE SHEET C6.00 FOR
LIMITS OF DISTURBANCE
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SEWER CONNECTION
(SPECIFIED BY ARCHITECT)
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09-21-2018
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JOB NUMBER
PA PLANTING AREA C16123
DATE ISSUED
09-21-2018
PROJECT STATUS
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RIM=391.78'
_I`N--881.48'
UT= 38 .46'
0x0 \ \ \ \ \
0x9 \ \ \\ \\
\\� RI M=391.93'
"-�=384.93
\ EX -MH -00 " =383.07'
RIM ELEV = 391 93
APPROXIMATE LOCATION OF 30'
CITY OF RALEIGH UTILITY
EASEMENT BASED ON GIS DATA.
SEWER EASEMENT TO BE
ACCESSED VIA LAKE BOONE
TRAIL ROAD TO CONSTRUCT /
AERIAL CROSSING PIERS #1 AND
#2, AND INSTALL MH -01 AND
CONNECTION TO EX -MH -00
SURVEYED TOP INV IN = 385.3 \
OF STREAM BANK PIER #1 CONNECT TO
AND 50' NEUSE RIVER PIER EXISTING POWER -
STREAM BUFFER \ , SANITARY POLE
PIER #3 MH -01 MANHOLE
�-�
30.00' ZONE 1 ' PIER #4
TNaO�D 20.00'ZONE 2 �i � RIM ELEV = 393.30
AREA PIER #5 INV IN = 389.75
PIER #6 INV OUT = 387.21
MH -02 PIER #7 _ TOP OF STREAM BANK EXISTING
A• 16" STEEL CASING WITH STORM PIPE
40
I RIII�/I ELEV = 394.84
INV IN = 391.49 CONCRETE FOUNDATION.
OUT = 391.29/ SEE DETAILS C9.12, C9.13 /
WOODED 7 AERIAL CROSSING
/ I / SURVEYED WESTERN /
/ I / / BANK OF BLUE LINE /
/ I /40Q PROTECT EXISTING STREAM
/I \ 30QR 30QA POWER POLE IN /° 1 50.00' BUFFER _
1 / PLACE WOODS LIMITS OF/
-<\ % CONCRETE IER AND GRADING / o
)TREE AREA FOUNDATION. SEE NEW POWER
REE - 1 DETAILS C9.12, C9.13 POLE
o� oti°j I
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40QR � �\ I /
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MH -03 I \
NCH -03
RI ELF// = 398.33 r� 30' OHP I
\O EASEMENT
I N 1 JW= 392.51 4�1
PROTECT EXISTING / 048QA INVI OUT = 392.31 SIT WOO
POWER POLE IN Q o ARE O
PLACE
10' UGE
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'%AO 0 PULL BOX
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w POI
SCALE: 1"=60'-O"
r ~ X69
•0
MARKING NOTES: c
1. SEE SHEET C6.00 FOR UTILITY NOTES.
2. ALL UNDERGROUND LINES OUTSIDE BUILDING
FOOTPRINT, EXCEPT LAWN IRRIGATION LINES,
SHALL BE REQUIRED TO HAVE A WARNING TAPE
INSTALLED IN THE BACKFILL BETWEEN 6 INCHES
TO 24 INCHES BELOW FINISHED GRADE
DIRECTLY OVER PIPING.
3. METALLIC LINES SHALL BE IDENTIFIED WITH
DURABLE PRINTED PLASTIC WARNING TAPES,
MINIMUM 3 INCHES WIDE WITH LETTERING TO
IDENTIFY BURIED LINE BELOW.
4. NON-METALLIC PIPES, OTHER THAN GAS LINES,
SHALL BE IDENTIFIED BY DETECTABLE WARNING
TAPE, MINIMUM 2 INCHES WIDE, WITH LETTERING
TO IDENTIFY BURIED LINE BELOW.
5. ITEM D-2, NC BUILDING CODE COUNCIL: FOR
PLASTIC SEWER PIPING, AN INSULATED COPPER
TRACER WIRE OR OTHER APPROVED
CONDUCTOR SHALL BE INSTALLED ADJACENT
TO AND OVER THE FULL LENGTH OF THE PIPING.
ACCESS SHALL BE PROVIDED TO THE TRACER
WIRE OR THE TRACER WIRE SHALL TERMINATE
AT THE CLEANOUT BETWEEN THE BUILDING
DRAIN AND BUILDING SEWER. THE TRACER WIRE
SIZE SHALL BE NOT LESS THAN 14 AWG AND THE
INSULATION TYPE SHALL BE LISTED FOR DIRECT
BURIAL.
6. 2012 NC FUEL GAS CODE, SECTION 404.15.3
TRACER: A YELLOW INSULATED COPPER
TRACER WIRE OR OTHER APPROVED
CONDUCTOR SHALL BE INSTALLED ADJACENT
TO UNDERGROUND NONMETALLIC PIPING.
ACCESS SHALL BE PROVIDED TO THE TRACER
WIRE OR THE TRACER WIRE SHALL TERMINATE
AT THE END OF THE NONMETALLIC PIPING. THE
TRACER WIRE SIZE SHALL BE NOT LESS THAN 18
AWG AND THE INSULATION TYPE SUITABLE FOR
DIRECT BURIAL.
C6
.01
UTILITY LEGEND ""�<
NEW POWER
/ POLE
30' OHP
EASEMENT
PROPERTY -
LINE A
SEE INSERT THIS SHEET
FOR CONTINUATION OF
SANITARY SEWER
CONNECTION
WOODED \ \
EA
H /
/ CONNECT TO EXISTING \
i \o / � POWER POLE �
MH-04
>� RIM ELEV = 413.51
MH -05 INV IN = 401.65 BIORETENTIOION
\
� RIM ELEV = 411.52 INV OUT = 400.67 GRAVITY STORM DRAM
INV IN = 405.74 5 87 LF 8" PVC @ 1.95% LIMITS OF FOR UTILITY BASEMENT \�
INV OUT = 403.34 DISTURBANCE 98 LF 8" PVC @ 0.90%
LF 8" PVC @ 6.52%per` MMH-34
41 c 0010 RIM ELEV = 427.50 \ \
MH -06113 LF 8''`I� 0.90% al INV OUT = 421.60
IM ELEV = 421.87 MH -35
INV IN = 414. ° _ RIM ELEV = 426.26
° �_-
INV IN = .00 MH -30
INV IN = 420.20 \
= 412 ss ELEV = 22.06 INV IN = 420.20
kSEME 1 1 415.2 INV OUT = 420.00
° 0 V T 15.02 ° 37 LF 8" PVC @ 1.00%
MMH-36
° WV INLE424.20 .38 I
2 LF 8„ PVC 0
INV OUT = 420.57
co
18 LF 4" PVC @ 0.690/
2.64° U o ELEV =425. S J CO-37-WASHDOWN
IN IN = 418.38 /
RIM ELEV = 427.79
V OUT = 416 4 INVOUT = 424.33
o SEE DETAILS, C9.17
@ 0.90% �'' 99 LF 8" DIP @ 0.90%
@ 2.19% °° i ss OqA MH -38
@-1 48% � � 14' "PVC 1 o
RIM ELEV = 425.10
\ - LH1B-36 o INV IN = 421.29
SAN o -' INV OUT = 421.09
-
- vvvUDED
-
- - - - 1B-34,3300' SE 62 LF 8" PVC @ 3 56°
\ AREA
-147 LF 8" DIP @ 0.90%
WOODED
AREA
44 LF 4" PVC @ 6.17%
-54 LF 4" PVC @ 1.39%
OIL -42
o RIM ELEV = 0.39
INV OUT = 423.56
LIMITS OF
DISTURBANCE
I
CO -41
0 RIM ELEV = 0.39
INV OUT = 425.50
u
EXISITNG BUILDING
EXISTING WATER LINE wwv
-w PROPOSED WATER LINE Y
EXISTING SANITARY SEWER LINE ` SIGN ° ASPH
-ss PROPOSED SANITARY SEWER LINE ` °
PARKI
-, PROPOSED FIRE HYDRANT
-- CITY OF RALEIGH
PROPOSED WATER VALVE HYDRANT - 109010
TEST HYDRANT ALL CONSTRUCTION MUST BE IN ACCORDANCE
s
EXISTING SANITARY SEWER MANHOLE GATE WITH ALL LOCAL, STANS
IAND FEDERAL
�S PROPOSED SANITARY SEWER MANHOLE STATIC - 65 PSI ASPHA T
RESIDUAL - 58 PSI PA SIGNATURES:
co PROPOSED CLEANOUT Soo HYDRANT - 116756
Sj, \ FLOW HYDRANT TRANSPORTATION SERVICES
O PROPOSED FDC `S'� \ 1680 GPM FLOW PUBLIC UTILITIES
FDC J
IGN 4593 GPM AVAILABLE AT 20 PSI
STORM WATER
PROPOSED BACKFLOW METER \ A
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PIV PROPOSED POST INDICATOR VALVE (PIV) FIRE
1
\ URBAN FORESTRY
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- - - 300' HYDRANT COVERAGE CIRCLE 0 30 60 120
LIMITS OF DISTURBANCE SCALE: 1"=60' NORTH
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STEWART
223 S. WEST ST, SUITE 1100
FIRM LICENSE #: C-1051
RALEIGH, NC 27603
www.stewartinc.com
T 919.380.8750
PROJECT #: 16123
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NO. REVISION DATE
JOB NUMBER
C16123
DATE ISSUED
09-21-2018
PROJECT STATUS
NCDWR BUFFER IMPACTS
SHEET
UTILITY PLAN
C6.01
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10 A R p //ii
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FOR REVIEW ONLY
NO. REVISION DATE
JOB NUMBER
C16123
DATE ISSUED
09-21-2018
PROJECT STATUS
NCDWR BUFFER IMPACTS
SHEET
UTILITY PLAN
C6.01