SW5220101_Plansheet - Proposed Conditions_Site Plan_20220408 (2)

EX. EDGE OF �`
PAVEMENT / 24" CURB AND GUTTER
(TYP.)
/
/ 20'R
4' STREETYARD
/ \ SITE LIGHTS a
/ (DESIGN BY OTHERS)
/ 20' SIDE BUILDING
SETBACK \ \
\ \
ti1b
\ 10' REAR BUILDING 6' CROP
SETBACK \
\\ STORMWATER CONTROL
MEASURE \
(SEE "C9" SHEETS)
DUMPSTER PAD WITH 6'-8'
SITE LEGEND
SIGNAGE
YARD LIGHTS
\\ * LIGHT POLE
CIL POWER POLE
\
"v" \ \\ \ ­1111110- TRAFFIC DIRECTIONAL ARROW
HARDEE'S MONUMENT SIGN / \ \ \ \ \ \ \ ACC ACCESSIBLE PARKING STALL
(10' TALL MAX. & MAX. 40 SF) / \ \ \ TIE TO EXISTING 24" STANDARD \
PERMITTED BY SIGN COMPANY \ \ _ CURB AND GUTTER AND \ VAN VAN ACCESSIBLE PARKING STALL
EXISTING ASPHALT (TYP.) \
\ \ XX PARKING SPACE COUNT
11
CURB AND GUTTER
(P.) // \\ \\ SAWCUT LINE (TYP.) \\\\ ACCESSIBLE RAMPS
/ \ \ TYPE Q TYPE © TYPE QC
0000000000 ACCESSIBLE ROUTE
PROPERTY LINE
/ \ - - - RIGHT-OF-WAY LINE
01
/ 1'R 60 \ \\ \ EX. CURB AND _____ - - - - LOT LINE
GUTTER (TYP.) /O�, s / - - EASEMENT LINE
/ 1.5'R
-------------
\ \ \ 30' FRONT BUILDING
/ 10, \ \ \ \ SETBACK / \\
SITE PLAN NOTES:
20'R \ \ \ \ \ \\ \ 1. ALL CONSTRUCTION SHALL CONFORM TO THE LATEST LOCAL AND STATE MUNICIPALITY AND/OR NCDOT
STANDARDS AND SPECIFICATIONS AS APPLICABLE.
3'R \ \ \
1 1 \ \ \ \ \ 2. ALL DIMENSIONS SHOWN ON SITE PLAN ARE MEASURED TO FACE OF CURB UNLESS OTHERWISE NOTED.
a, \ 4' STREETYARD \
\ \ 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
a Nvn <; O \ 25 R SAWCUT LINE TYP.) ORIGINAL CONDITION AND TO THE SATISFACTION OF THE OWNER, BY THE CONTRACTOR RESPONSIBLE FOR
( \\ \ THE DAMAGE.
1 O' 1.41 AC \ \
\ \ 5. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS MAY NOT SHOW EVERY OFFSET, TRANSITION,
® SITE LIGHTS \ FITTING, ETC. THAT MAY BE REQUIRED. THE CONTRACTOR SHALL INSTALL SUCH STANDARD
(DESIGN BY OTHERS) / \ \ \ \ APPURTENANCES AS REQUIRED TO CLOSELY FOLLOW THE GRADES AND ALIGNMENTS DEPICTED ON THE
8"X8" BLACK TIL 20'R \
�• (TYP.) \ \ PLANS.
y� SEE NOTE #14 / \ \ V A
® • v ACCESSIBLE PARKING O \ 6. CONTRACTOR SHALL NOTIFY "NCDOT" (811) OR 800 632-4949 AT LEAST 3 FULL BUSINESS DAYS PRIOR TO
SIGN SIBL 5'R u� \ BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR SHALL
(TYP.) CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NCDOT".
CONCRETE TURN 4.5' \ O / 20'R \ 25'R REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
DOWN SIDEWALK TIE TO EXISTING 24" STANDARD \
(TYP.) / \\ CURB AND GUTTER AND \ ( 7. CONTRACTOR IS RESPONSIBLE FOR COORDINATING CONSTRUCTION ACTIVITIES WITH THE APPROPRIATE
BUILDING
EXISTING ASPHALT (TYP.) \ UTILITY COMPANIES FOR ANY REQUIRED RELOCATIONS (I.E. POWER POLES, TELEPHONE PEDESTALS,
� � \ \
• • O ��2� / � / \ \ �� \ \ \\ \ WATER METERS, ETC.).
• \ \ \ 8. PRIOR TO BEGINNING CONSTRUCTION BEYOND EROSION CONTROL MEASURES, THE GENERAL
2,682 SF
• 40 SEATS o20 / 20'R / \ \ \ \ \ \\ - 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
/ 3.5' \ \ \ \ \ SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
• O / \ \\ \ 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).
• / �o \ %` \ \ 11. TYPICAL PAVEMENT SECTION DETAILS ARE SHOWN WITHIN THIS PLAN SET AND INTENDED TO BE A
i \ PROPOSED PROPERTY LINE \ \ MINIMUM PAVEMENT SECTION REQUIREMENT. THE CURRENT GEOTECHNICAL REPORT SHALL OVER -RIDE
© / \ \ \ ALL TYPICAL PAVEMENT SECTIONS SHOWN, IF THE GEOTECHNICAL ENGINEER DEEMS A HEAVIER SECTION
• 20'R 12' / 24" CURB AND GUTTER \ \ 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
2 - 10'X50' TRUCK AND \ SHALL WAIVE ANY CLAIM FOR ADDITIONAL COST RELATED TO SUBSTITUTION OF ALTERNATE EQUIPMENT.
TRAILER PARKING \ \
\\ \ 13. IF UNFORESEEN CONDITIONS DEVELOP DURING CONSTRUCTION, REFER TO THE LATEST VERSION OF THE
/ \ LOCAL AND STATE MUNICIPALITY SPECIFICATIONS AND STANDARDS
14. FOR 8"X8" BLACK TILE OR RESINOUS FLOOR (SILIKAL) , SEE ARCHITECTURAL DRAWINGS FOR DETAILS AND
/ \ BID ALTERNATES.
• </ / 3'R
\HIGH SCREENING (SEE /
\ ARCHITECTURAL PLANS)
20' SIDE BUILDING
SETBACK
7L
'J
McADAMS
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
Apr 8 2022 12:08 PM
REVISIONS
NO.
DATE
1
12. 17. 2021
OWNER COMMENTS
2
1. 20. 2022
NCDEQ RESUBMISSION #1
3
1. 28. 2022
BID SET
4
4. 07. 2022
NCDEQ RESUBMISSION #2
5
6
PLAN INFORMATION
PROJECT NO.
2021110321
FILENAME
2021110321-S1
CHECKED BY
RW
DRAWN BY
WHM
SCALE
1" = 20'
DATE
12. 20. 2022
SHEET
SITE PLAN
GRAPHIC SCALE
0 10 20 40
1 inch = 20 ft.
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
C goo