SW5220101_Plansheet - Proposed Conditions/Site Plan_20220124

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20' SIDE BUILDING
/ \ SETBACK
10' REAR BUILDING
SETBACK
STORMWATER CONTROL
MEASURE \
(SEE "C9" SHEETS)
DUMPSTER PAD WITH 6'-8' /
HIGH SCREENING (SEE
\ ARCHITECTURAL PLANS) /
20' SIDE BUILDING
SETBACK
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4' STREETYARD
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25'R
SAWCUT LINE (TYP.)
IGHTS
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,N BY OTHERS)
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20'R
\ 25'R
TIE TO'EXISTING 24" STANDARD
CURB AND GUTTER AND
o EXISTING ASPHALT (TYP.)
20'R
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SITE LEGEND
ACC
VAN
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TYPE QA TYPE (D) TYPE QC
SIGNAGE
YARD LIGHTS
LIGHT POLE
POWER POLE
TRAFFIC DIRECTIONAL ARROW
ACCESSIBLE PARKING STALL
VAN ACCESSIBLE PARKING STALL
PARKING SPACE COUNT
ACCESSIBLE RAMPS
ACCESSIBLE ROUTE
- - PROPERTY LINE
- - - RIGHT-OF-WAY LINE
- - - - LOT LINE
EASEMENT LINE
SITE PLAN NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO THE LATEST LOCAL AND STATE MUNICIPALITY AND/OR NCDOT
STANDARDS AND SPECIFICATIONS AS APPLICABLE.
2. ALL DIMENSIONS SHOWN ON SITE PLAN ARE MEASURED TO FACE OF CURB UNLESS OTHERWISE NOTED.
3. CONTRACTOR SHALL MAINTAIN AN "AS -BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF
ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE ENGINEER UPON COMPLETION
OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE OWNER.
4. EXISTING IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED/RESTORED TO THEIR
ORIGINAL CONDITION AND TO THE SATISFACTION OF THE OWNER, BY THE CONTRACTOR RESPONSIBLE FOR
THE DAMAGE.
5. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS MAY NOT SHOW EVERY OFFSET, TRANSITION,
FITTING, ETC. THAT MAY BE REQUIRED. THE CONTRACTOR SHALL INSTALL SUCH STANDARD
APPURTENANCES AS REQUIRED TO CLOSELY FOLLOW THE GRADES AND ALIGNMENTS DEPICTED ON THE
PLANS.
6. CONTRACTOR SHALL NOTIFY "NCDOT" (811) OR 800-632-4949 AT LEAST 3 FULL BUSINESS DAYS PRIOR TO
BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR SHALL
CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NCDOT".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
7. CONTRACTOR IS RESPONSIBLE FOR COORDINATING CONSTRUCTION ACTIVITIES WITH THE APPROPRIATE
UTILITY COMPANIES FOR ANY REQUIRED RELOCATIONS (I.E. POWER POLES, TELEPHONE PEDESTALS,
WATER METERS, ETC.).
8. PRIOR TO BEGINNING CONSTRUCTION BEYOND EROSION CONTROL MEASURES, THE GENERAL
CONTRACTOR SHALL SCHEDULE AND ATTEND A PRE -CONSTRUCTION CONFERENCE WITH THE LOCAL AND
STATE MUNICIPALITY PUBLIC WORKS DEPARTMENT AND A REPRESENTATIVE OF THE ENGINEER AND
OWNER. THE PURPOSE OF THIS MEETING IS TO REVIEW THE SPECIFIC COMPONENTS OF THE PLAN AND
OPERATION OF THE FACILITIES DURING CONSTRUCTION.
9. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR
PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES EXIST PRIOR
TO PROCEEDING WITH CONSTRUCTION, FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA
COMPENSATION SHALL BE PAID TO CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES
SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
10. PEDESTRIAN EXISTING ROUTES AND ALTERNATE PEDESTRIAN ROUTES DURING CONSTRUCTION WILL BE
REQUIRED TO BE COMPLIANT WITH THE PUBLIC RIGHTS OF WAY ACCESSIBILITY GUIDELINES (PROWAG),
2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES (MUTCD).
11. TYPICAL PAVEMENT SECTION DETAILS ARE SHOWN WITHIN THIS PLAN SET AND INTENDED TO BE A
MINIMUM PAVEMENT SECTION REQUIREMENT. THE CURRENT GEOTECHNICAL REPORT SHALL OVER -RIDE
ALL TYPICAL PAVEMENT SECTIONS SHOWN, IF THE GEOTECHNICAL ENGINEER DEEMS A HEAVIER SECTION
IS REQUIRED.
12. EQUIPMENT AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED PROVIDED APPROVAL HAS BEEN
OBTAINED FROM THE OWNER IN WRITING PRIOR TO ORDERING OR INSTALLATION. THE CONTRACTOR
SHALL WAIVE ANY CLAIM FOR ADDITIONAL COST RELATED TO SUBSTITUTION OF ALTERNATE EQUIPMENT.
13. IF UNFORESEEN CONDITIONS DEVELOP DURING CONSTRUCTION, REFER TO THE LATEST VERSION OF THE
LOCAL AND STATE MUNICIPALITY SPECIFICATIONS AND STANDARDS
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The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
BODDIE-NOELL ENTERPRISES, INC.
P.O. BOX 1908
ROCKY MOUNT, NC 27802
Contact
PHONE: [phone]
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REVISIONS
NO. DATE
1 12. 17. 2021 OWNER COMMENTS
2 1. 20. 2022 NCDEQ RESUBMISSION #1
3
4
5
6
PLAN INFORMATION
PROJECT NO. 2021110321
FILENAME 2021110321-S1
CHECKED BY RW
DRAWN BY WHM
SCALE 1" = 20-
DATE 12. 20. 2022
/ SHEET
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N SITE PLAN
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GRAPHIC SCALE
0 10 20 40
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1 inch = 20 ft. .
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

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The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
;LIENT
ODDIE-NOELL ENTERPRISES, INC.
.0. BOX 1908
OCKY MOUNT, NC 27802
ontact
HONE: 252. 937. 2800
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tEVISIONS
0. DATE
1 12. 17. 2021 OWNER COMMENTS
2 1. 20. 2022 NCDEQ RESUBMISSION #t1
3
4
5
5
OLAN INFORMATION
ROJECT NO. 2021110321
ILENAME 2021110321-S1
NECKED BY RW
RAWN BY WHM
CALE 1" = 20-
ATE 12. 20. 2022
SHEET
PAVEMENT MARKING
PLAN
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272 34 = OL
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6.01' _LZ
/ 4' STREETYARD
TOP OF STORM "/
BOTTOM OF STORM
TOP OF SANITARY /
BOTTOM OF SANITARY /
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UTILITY LEGEND
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METER & VAULT
BACKFLOW PREVENTER
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ATER
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SEE ATER CONNECTION '"
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DET,A1L BELOW /
GREASE TRAP
/ EX. FIRE HYDRANT % �.�.�,,,, ,,,,, . ; ���ij
ASSEMBLY / \ YARD LIGHTS
POWER POLE
2 - 2" CONDUITS \ WATER SERVICE LINE
\- - - - - - - - - - - - - - - UTILITY SLEEVE
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(DES1G °�BY OTHERS) // �4'P \ F+ POWER LINE
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UE UE UNDERGROUND ELECTRIC
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'O� - - EASEMENT LINE
\� �� 45' BEND \ V ,S" /� %% ,,� -
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/ �� /,� /' ....vv s°TEFaoKT BUILDING" G6, 1. UTILITY NOTES:
/ EX. OVERHEAD \ �o "
POWER LINE��
�o 1. ALL WATER MAINS, SERVICES AND FIRE SERVICES GREATER THAN 2" DIAMETER ARE TO BE DUCTILE IRON PIPE. 2" &
SMALLER DOMESTIC SERVICES MUST BE TYPE K SOFT COPPER (WITHOUT FITTINGS) OR HDPE SDR-9 TO THE WATER
METER.
/
2" PVC DOMESTIC
WATER LINE 2. ALL SEWER MAINS SHALL BE EITHER PVC OR DUCTILE IRON PIPE AS SHOWN ON THE PLANS. ALL PIPE MATERIAL SHALL
MEET TOWN OR COUNTY STANDARDS AND SPECIFICATIONS AS DEFINED IN THE LATEST ISSUE OF THE PUBLIC
CORE AND TAP EXISTING SANITARY
SEWER MANHOLE /' / I 3/4" PVC WATER LINE I I \ \ UTILITIES HANDBOOK AND/OR UNIFIED DEVELOPMENT ORDINANCE (UDO).
/ yak �� EX. POWER POLE
(SEE DETAIL ON C8.01)
2" CONDUIT \ ', ? 3. ALL FIRE HYDRANTS ALONG PUBLIC RAW LINES SHALL HAVE A 5'WX5'L TOWN OR COUNTY WATERLINE EASEMENT
ONTO ADJACENT PROPERTY.
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2" IRRIGATION CONDUIT � _ � 2" IRRIGATION CONDUIT / A
4. ALL SANITARY SEWER INTERCEPTOR LINES (12" AND LARGER), AS WELL AS MANHOLES AND FITTINGS ASSOCIATED
CROSSING If�RMATION 4►�ROX : / �' O A / WITH THE INTERCEPTOR LINE, SHALL BE INTERNALLY LINED WITH PROTECTO 401 OR APPROVED EQUAL TO PREVENT
�6 ( \ f 4' STREETYARD �` HYDROGEN SULFIDE CORROSION. SEETHE CURRENT TOWN OR COUNTY PUBLIC UTILITIES DEPARTMENT HANDBOOK
/ 272.94 - UTSIDE�7TP1F STORM / /' 271.31 . OUTSIDE�TOM OF STORM / // A ''� FOR APPROVED COATINGS AND APPLICATION METHODS.
266/01 = OUTSIDE,P OF SANITARY
?65S.68 = OUT 1& BOTTOM OF SANITARY / \ y 45' BEND %� `- -�-� �_ � 5. ALL UNDERGROUND UTILITIES INSTALLED SHALL BE ELECTRONICALLY LOCATABLE. CONTRACTOR SHALL COORDINATE
/ / \ 2" PVC DOMESTIC / \ \ DIRECTLY WITH THE TOWN OR COUNTY PUBLIC UTILITIES DEPARTMENT FOR DETAILS AND SPECIFICATIONS FOR
WATER LINE �� �� V ' �i� MEETING THESE REQUIREMENTS.
. \
s/ . 2" CONDUIT \ \ 6. EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS AND THE BEST AVAILABLE RECORD DRAWINGS. THE
CONTRACTOR SHALL VERIFY CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. ANY DISCREPANCIES BETWEEN
' � ,a ACTUAL FIELD CONDITIONS AND THE PLANS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
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2 - 2" DATA CONDUITS FOR �a'� y � 2 - 4" CONDUITS � V j i
TELEPHONE AND INTERNET. / 7. ALL WATER AND SEWER MAINS WITHIN PUBLIC EASEMENTS OR RIGHTS -OF -WAY TO BE OWNED, OPERATED, AND
/ F ��� FREEZE PROOF ��'� \\ '?� MAINTAINED BY TOWN OR COUNTY.
CONTRACTOR TO COORDINATE --/� YARD HYDRANT s�
LOCATION WITH SERVICE PROVIDER
8. ALL WATER AND SEWER MAINS NOT WITHIN PUBLIC EASEMENTS OR RIGHTS -OF -WAY TO BE PRIVATELY OWNED,
f / 2" IRRIGATION CONDUIT .. BUILDING \V OPERATED, AND MAINTAINED BY THE PROPERTY OWNER.
T�% \ 9. CONTRACTOR SHALL NOTIFY "NC811" (811) OR 1-800-632-4949 AT LEAST 3 FULL BUSINESS DAYS PRIOR TO
2" CONDUIT 45' BENDS FFE: 280.25' �' // BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR SHALL CONTACT
2" WATER SERVICEANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811". REPORT ANY
4" SDR 35 PVC „/�>(SEE ARCHITECTURAL PLANS DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
SANITARY SEWER SERVICE�(2)
FOR ACTUAL TIE-IN LOCATION) //
(2.08% MIN SLOPE) �r // 10. ALL UTILITY SLEEVES SHALL BE SCHEDULE 40 PVC AND INSTALLED WITH 2' MINIMUM COVER. BOTH ENDS SHALL BE
2" IRRIGATION CONDUIT / \ CAPPED AND MARKED.
APPROX. LOCATION OF
/6 SANITARY LINE. s
(SEE ARCHITECTURAL 11. YARD HYDRANTS TO BE FROM IRRIGATION METER.
PLANS FOR DETAILS) 7/\
00 12. WATER SERVICE SHALL BE INSTALLED BY CONTRACTOR.
/
/ 13. CONTRACTOR SHALL COORDINATE IRRIGATION DESIGN AND CONSTRUCTION (DESIGN -BUILD).
/ 20' SIDE BUILDING
° SITE LIGHT
(DESIGN BY OTHERS)
10' REAR BUILDING \
'SETBACK
\� STORMWATER CONTROL
\ MEASURE
\\ (SEE "C9" SHEETS)
DETECTION LOOP
3/4" PVC WATER LINE
20' SIDE BUILDING
SETBACK
/ \-8'X8' TRANSFORMER PAD
CONTRACTOR TO COORDINATE
DESIGN, SPECIFICATIONS AND
FINAL LOCATION WITH UTILITY
PROVIDER.
FREEZE PROOF
YARD HYDRANT
EX. 12" W/L
(LOCATION AND SIZE
TO BE FIELD VERIFIED)
WATER SERVICE TO BE
INSTALLED BY PRIVATE
CONTRACTOR
INSTALL ROMAC OR APPROVED -
EQUIVALENT 2" TAPPING SLEEVE
CONTRACTOR TO FIELD VERIFY
EXISTING WATER LINE SIZE AND
NOTIFY ENGINEER OF ANY
DISCREPANCIES.
INSTALL ROMAC OR
APPROVED EQUIVALENT
2" MJ GV
1" IRRIGATION METER
TO IRRIGATION SYSTEM
(DESIGN BY IRRIGATION
CONTRACTOR)
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1 2" SCH-40 PVC
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2" DOMESTIC WATER -
SERVICE WITH 1.5" METER
2 - WATTS MODEL 909
OR APPROVED EQUIVALENT
RPZ IN ABOVE GROUND
HEATED ENCLOSURE WITH
4" CONCRETE PAD
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IRR ---_
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\ " \
1 " SCH-40 PVC W/L TO
IRRIGATION (IRRIGATION BY
IRRIGATION CONTRACTOR)
3/4" SCH-40 PVC W/L TO
(3) FREEZE PROOF YARD
HYDRANTS BY G/C/SITE
CONTRACTOR
2" SCH-40 PVC
DOMESTIC WATER LINE
TO BUILDING
N
GRAPHIC SCALE
0 10 20 40
1 inch = 20 ft.
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
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h�..uA D MS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
BODDIE-NOELL ENTERPRISES, INC.
P.O. BOX 1908
ROCKY MOUNT, NC 27802
Contact
PHONE: [phone]
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Ray Watson
Jan 20 2022 8:46 AM
REVISIONS
NO. DATE
1 12. 17. 2021 OWNER COMMENTS
2 1. 20. 2022 NCDEQ RESUBMISSION #1
3
4
5
6
PLAN INFORMATION
PROJECT NO. 2021110321
FILENAME 2021110321-U1
CHECKED BY RW
DRAWN BY WHM
SCALE 1" = 20'
DATE 12. 20. 2022
SHEET
UTILITY PLAN
C4.00