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TOWN OF WENDELL COMMENTS RECEIVED 2022.02.01
2022.02.11
2
TOWN OF WENDELL COMMENTS RECEIVED 2021.11.05
2022.01.12
1
INITIAL SUBMITTAL - CONSTRUCTION DOCUMENTS
1 2021.10.18
REV.NO.
DESCRIPTIONS
DATE
REVISIONS
A
0
N
BYPASS LANE
SITE GENERAL NOTES:
KEY NOTES:
1.
PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC, AND
O
CONCRETE PAVING:
ALL OF THE OWNER'S FACILITIES. SHOULD DAMAGES OCCUR,
REFER TO DETAIL 1/D2.1 PER OWNER'S GEOTECH
REPORT AND MATCH
NASH WENDELL FALLS LLC
CONTRACTOR SHALL REPAIR IMMEDIATELY AS DIRECTED BY THE
RECOMMENDATIONS FOR ALL FLEXIBLE AND RIGID
PAVEMENT SECTIONS.
DB 015478 PG 01623
ARCHITECT/ENGINEER.
PIN # 1763876996
O
LIGHT DUTY ASPHALT:
ZONING: PUD-15-1
REFER TO DETAIL 3/D2.1. PER OWNER'S GEOTECH
REPORT AND MATCH
USE: VACANT
2.
CONTRACTOR SHALL HOLD HARMLESS THE OWNER AND THE
RECOMMENDATIONS FOR ALL FLEXIBLE AND RIGID
PAVEMENT SECTIONS.
ARCHITECT/ENGINEER FOR DAMAGES, INJURIES OR OTHER
ACCIDENTS WHICH OCCUR DURING THESE CONSTRUCTION
O
HEAVY DUTY ASPHALT:
ACTIVITIES.
REFER TO DETAIL 2/D2.1. PER OWNER'S GEOTECH
REPORT AND MATCH
-
- -
-
RECOMMENDATIONS FOR ALL FLEXIBLE AND RIGID
PAVEMENT SECTIONS.
3.
ALL ELEVATIONS ARE IN REFERENCE TO DESIGNATED
-
BENCHMARKS/CONTROL POINTS. CONTRACTOR IS TO MAINTAIN
O
CONCRETE SIDEWALK:
ALL BENCH MARKS, MONUMENTS AND OTHER REFERENCE POINTS.
REFER TO DETAIL 4/D2.1.
♦�
CONTRACTOR SHALL REESTABLISH, AT NO COST TO OWNER, ANY
-
SUCH REFERENCE POINT IF DISTURBED OR DESTROYED.
O
CONCRETE SIDEWALK EXPANSION JOINTS:
REFER TO DETAIL 4/D2.1.
4.
CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND
O
CONCRETE WHEEL STOP:
COORDINATION OF ALL ILLUSTRATED CONSTRUCTION ACTIVITIES
REFER TO DETAIL 6/D2.1.
AT THE JOB SITE.
5.
THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE RULES
O7
24" SPILL CURB AND GUTTER:
REFER TO DETAIL 10/D2.1.
'
AND REGULATIONS GOVERNING THE CONSTRUCTION INDUSTRY,
INCLUDING BUT NOT LIMITED TO THOSE PERTAINING TO
O
24" STANDARD CURB AND GUTTER:
21
TRAVELING OPERATIONS AND OSHA. PROVIDED THE CONTRACTOR
REFER TO DETAIL 9/D2.1.
-
IS NOT IN COMPLIANCE WITH ANY APPLICABLE REGULATIONS, THE
CONTRACTOR SHALL NOT BE ALLOWED TO RESUME
O
WIPE DOWN CONCRETE CURB AND GUTTER AT LOCATION OF FUTURE
CONSTRUCTION ACTIVITIES UNTIL THE ISSUES ARE FULLY
HANDICAP RAMP. REFER TO DETAIL 12/D2.1.
RESOLVED TO THE SATISFACTION OF THE AUTHORITIES HAVING
JURISDICTION. NO ADDITIONAL COMPENSATION WILL BE DUE THE
10
DUMPSTER ENCLOSURE:
R5p.2'
-
CONTRACTOR FOR LOST TIME, PRODUCTION OR PROFIT DUE TO
REFER TO DETAIL 1/D2.2.
- - - - - - -
THE WORK STOPPAGES RESULTING FROM CONTRACTOR'S
T
- _
NONCOMPLIANCE WITH APPLICABLE REGULATIONS.
11
ASPHALT/CONCRETE TRANSITION:
T
_
REFER TO DETAIL 5/D2.1.
(
6.
UTILIZE SIGNS, BARRICADES, FLAGMEN, OR GUARDS AS REQUIRED
TO ENSURE THE SAFETY OF ALL VEHICULAR AND PEDESTRIAN
TRAFFIC DURING ALL CONSTRUCTION ACTIVITIES.
12
CONCRETE ACCESSIBLE RAMP AT ACCESSIBLE PARKING
SEE DETAIL 15/D2.1
6
R 1.°
7.
THE CONTRACTOR SHALL COORDINATE WITH THE OWNER AND
13
CONCRETE ACCESSIBLE RAMP - CURB RAMP
PER NCDOT STANDARD 848.05 (1 OF 3). SEE DETAIL SHEET D2.2.
°
ADJACENT PROPERTY OWNERS AS REQUIRED FOR WORK OUTSIDE
�
FUTURE DEVELOPMENT O /
�
8.
OF PROPERTY LINES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF ALL
WORK AS ILLUSTRATED ON PLANS. IF EXISTING CONDITIONS
DIFFER FROM THOSE ILLUSTRATED ON PLANS, NOTIFY ENGINEER
14
15
O
DRIVE THRU DIRECTIONAL EXIT/THANK YOU SIGN. REFER TO RETAILER'S
SPECIFICATIONS.
ACCESSIBLE PARKING SIGNS. VAN ACCESSIBLE SIGN TO BE PLACED ON
PASSENGER SIDE EXIT SPACE. REFER TO DETAIL 11/D2.1.
(BY OTHERS)
PRIOR TO CONSTRUCTION.
16
TYPICAL ACCESSIBLE PARKING STALL:
o+
/
9.
VERIFY ALL DIMENSIONS AND GRADES AT THE JOB SITE. IN THE
EVENT DISCREPANCIES ARE NOTED, NOTIFY ARCHITECT/ENGINEER
SO THAT MODIFICATIONS TO THESE DRAWINGS CAN BE MADE.
17
REFER TO DETAIL 7/D2.1.
STRIPING:
PROVIDE 4" WIDE PARKING LOT STRIPING AS SHOWN. USE HIGHWAY
MARKING PAINT - WHITE (2 COATS) PER THE TOWN OF WENDELL AND
E
I
SIDEWALK EASEMENT
BM 2008 PG 1930
EXISTING MULTI -USE PATH
WENDELL FALLS PARKWAY
(SR 5272, VARIABLE WIDTH PUBLIC ROW)
10. CONTRACTOR SHALL OBTAIN ALL NECESSARY LICENSES AND NCDOT STANDARDS AND SPECIFICATIONS. REFER TO DETAIL 8/D2.1.
PERMITS REQUIRED TO COMPLETE THE WORK INCLUDED IN THE
,�. CONTRACT DOCUMENTS AT THE CONTRACTOR'S EXPENSE UNLESS 18 "DO NOT ENTER" SIGN R5-1 PER MUTCD STANDARD. SIGNS PROVIDED
PREVIOUSLY OBTAINED BY THE OWNER. IF REQUIRED, BY THE OWNER'S SIGN VENDOR.
5' E-E z1 CONTRACTOR SHALL OBTAIN A HAUL ROUTE PERMIT FOR ALL
o I 5' B-B OFF -SITE TRANSPORTATION ACTIVITIES. 19 TRAFFIC ARROWS PER STARBUCKS DESIGN STANDARDS. ARROW
4./
MARKINGS INTERNAL TO SITE SHALL BE PAINTED WITH 2 COATS OF
11. ANY CHANGES OR MODIFICATIONS TO THE PROJECT PLANS SHALL WHITE TRAFFIC MARKING PAINT.
/ FIRST BE APPROVED BY THE ARCHITECT/ENGINEER.
24" WIDE STOP BAR PER NCDOT STANDARDS. STOP BARS INTERNAL TO
12. CONTRACTOR SHALL ENSURE PROPER DISPOSAL OF SITE SHALL BE PAINTED WITH 2 COATS OF WHITE TRAFFIC MARKING
CONSTRUCTION SITE WASTE MATERIALS. PAINT. STOP BAR AT ENTRANCE TO TAYLOR ROAD SHALL BE WHITE
/ THERMOPLASTIC AS PER NCDOT STANDARDS. REFER TO DETAIL 8/D2.1.
13. ALL DIMENSIONS ARE TO EDGE OF PAVEMENT, FACE OF CURB 21 STOP SIGN R1-1. PER THE TOWN OF WENDELL AND NCDOT STANDARDS
TRI-ARC FOOD SYSTEMS INC AND FACE OF BUILDING UNLESS OTHERWISE NOTED. AND SPECIFICATIONS. SIGNS PROVIDED BY THE OWNER'S SIGN VENDOR.
DB 018426 PG 01206
PIN # 1763873882 / 14. ALL TRAFFIC CONTROL DEVICES, INCLUDING BUT NOT LIMITED TO 22 NEW PARKING LOT LIGHTING:
ZONING: PUD-15-1 PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL REFER TO SITE ELECTRICAL PLAN FOR FIXTURE LOCATION AND TYPE.
USE.- COMMERCIAL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL
/ DEVICES" OR AS REQUIRED IN SPECIFICATIONS. 23 DRIVE THRU SPEAKER BOX, MENU BOARD, AND BOLLARDS. COORDINATE
WITH ARCHITECTURAL & SIGNAGE PLANS.
15. AS THE FIRST ORDER OF WORK, THE CONTRACTOR SHALL 24 6" STEEL BOLLARD. REFER TO DETAIL 1/D2.2. COORDINATE FINAL
/ ENGAGE A PROFESSIONAL LAND SURVEYOR TO LOCATE THE LOCATION WITH TRASH ENCLOSURE DETAIL.
/ CORNERS OF THE BUILDING IN ACCORDANCE WITH THE
DIMENSIONS SHOWN. SHOULD ANY DISCREPANCIES BE NOTED, MOBILE ORDER PARKING ONLY SIGN. REFER TO RETAILER'S
NOTIFY THE ARCHITECT/ENGINEER PRIOR TO PROCEEDING. TWO 25 SPECIFICATIONS.
BUILDING CORNERS SHOULD BE TIED TO AT LEAST TWO OR MORE
/ PROPERTY CORNERS. 26 SPECIFICATIONS. DRIVE THRU DIRECTIONAL ARROW SIGN. REFER TO RETAILER'S
20' STACKING SPACE (TYP.) 16. CONTRACTOR SHALL CROSS REFERENCE, COORDINATE AND REFER
15 QUEUING SPACES PROVIDED / TO BUILDING PLANS FOR EXACT LOCATION AND DIMENSIONS OF 27 DOUBLE BIKE RACK AND CONCRETE PAD TO ACCOMMODATE 4 BIKES.
/ {I SLOPED PAVING, EXACT BUILDING ENTRANCE/EXIT LOCATIONS, REFER TO DETAIL 13/D2.1.
LOCATIONS AND SIZES OF ROOF DOWN SPOUTS, AND UTILITY
TRAFFIC ARROW TO BE REMOVED SERVICES. 28 OTHE OWNER'S SIGN 1SIGN VENDOR.PER MUTCD STANDARD. SIGNS PROVIDED
REVISIONS TO BE COORDINATED BDRVE
WITH ADJACENT DEVELOPMENT
17. ALL SIGNS PLACED IN AREAS ACCESSIBLE BY VEHICLE TRAFFIC STANDARD CROSSWALK. LINES SHALL BE 6" THICK WHITE PAINTED AS
THRU SHALL BE PLACED IN A BOLLARD. 29 PER NCDOT STANDARDS. REFER TO DETAIL 8/D2.1.
18. CONTRACTOR SHALL MATCH EXISTING PAVEMENT IN GRADE AND STANDARD CLEARANCE BAR AND SIGN AS PROVIDED BY OWNER'S SIGN
ALIGNMENT. 30
VENDOR. COORDINATE WITH ARCHITECTURAL &SIGNAGE PLANS.
19. CONTRACTOR SHALL COORDINATE AND COMPLY WITH ALL UTILITY 31 TRANSITION FROM 30" STANDARD CURB & GUTTER TO 24" CURB &
COMPANIES INVOLVED IN PROJECT AND PAY ALL REQUIRED FEES GUTTER OVER 5'
18 AND COSTS TO PERFORM THE WORK.
FUTURE DEVELOPMENT 32 NEW CITY OF RALEIGH WATER LINE EASEMENT
(BY OTHERS) 33 HIGH -VISIBILITY CROSSWALK. LINES SHALL BE 24"WIDE x 6' LONG WHITE
20 PAINTED AS PER NCDOT STANDARDS. REFER TO DETAIL 8/D2.1.
34 25'X25' SIGHT DISTANCE TRIANGLE
GENERAL CIVIL/SITE JOB DESCRIPTION.
SITE NOTES:
3 THE JOB CONSISTS OF SITE CLEARING, TOPSOIL/ORGANIC
STRIPPING, TEMPORARY STOCKPILING AND REMOVAL; SITE 1. DRY UTILITIES WILL BE PROVIDED BY SERVICE
GRADING, INSTALLATION OF SOIL EROSION AND SEDIMENT PROVIDERS
CONTROL MEASURES, SEEDING/SODDING AND MULCHING; STORM
DRAIN INSTALLATION, SANITARY SEWER INSTALLATION, WATER 2. CLOSEST GEODETIC MONUMENT:
LINE INSTALLATION, ASPHALTIC AND CONCRETE PAVING, CURB KNIGHT RM 2 AZIMUTH
/ AND GUTTER INSTALLATION, SIDEWALK, LANDSCAPING, AND NC GRID NAD83/2011
OTHER WORK AS DESIGNATED. CONSTRUCTION STAKEOUT FOR NORTH: 748,460.26'
i THE PROJECT SHALL BE RESPONSIBILITY OF THE CONTRACTOR EAST: 2,154,775.29'
/ AND SHALL BE PERFORMED BY A PROFESSIONAL LAND ELEV: 332.94' (NAVD88)
SURVEYOR.
STORMWATER NOTE: SITE DRAINS TO PARKING CALCULATIONS (TOWN STANDARDS)
R _ _ STORMWATER BMP #20.
BUILDING AREA: 4,832 SF
REQUIRED PARKING: 10-16 SPACES
(2-3.33 PER 1,000 SF)
TOTAL PROVIDED PARKING: 32 SPACES
STANDARD: 30 SPACES
HANDICAP: 2 SPACES
REQUIRED BICYCLE PARKING: 1 SPACE
(1 PER 20 REQUIRED SPACES)
SEAL
ICI\,/
111
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"EtIONA9
I PLAN
SEAL
036348 -
FRVI�W PURGES
v
vMFfa4 & CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
Line Table
LINE #
LENGTH
DIRECTION
L192
34.402
N60' 02' 20.99'E
L 193
140.371
S23' 53' 40.20'E
L 194
1 309.955
S66 ` 06' 17.77"W
L 195
42.104
N23' 54' 31.00"W
L 196
76.484
N26' 14' 00.00"W
Curve Table
CURVE #
RADIUS
ARCH LENGTH
CHORD BEARING
CHORD LENGTH
DELTA
C60
35.000
52.701
N16` 54' 10.49E
47.861
086.2725
C62
951.719
196.646
N67' 55' 30.81'E
196.296
011.8386
C63
755.000
52.751
N79` 01' 02.18'E
52.741
004.0032
LOT 9A RETAIL, WENDELL FALLS
CONSTRUCTION DOCUMENTS
WENDELL, NORTH CAROLINA
SITE PLAN
�� KNIGHTDALE
NORTH
O KNIGHTDALE
TO RALEIGH
SITE
LAKE MYRA
WENDELL
BLVD
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VICINITYNOT TO S
SITE DATA
CURRENT PROPERTY OWNER:
NASH WENDELL FALLS, LLC
6133 TAYLOR ROAD
WENDELL, NC 27591
CONTACT: TANYA MATZEN
PHONE: [phone]
DEVELOPER:
WF SBUX, LLC
6250 INGLESIDE DRIVE
WILMINGTON, NC, 28409
CONTACT: HARRISON PEEBLES
PHONE: [phone]
ZONING: PUD15-1 ZONE 2 (BASE ZONING R-3)
GROSS TRACT AREA: 1.11 ACRES.
PROPERTY ADDRESS: 2240 WENDELL FALLS PARKWAY
# TOTAL HOUSING UNITS: 0
# OPEN SPACE SITES: 0
# AMENITY SITES: 0
PARCEL PIN: 176-38-73907
PLAT/DEED REFERENCE: DB 015478 PG 1623
OVERALL IMPERVIOUS AREA:
TOTAL IMP.: 33,170 SF 0.76 AC
OPEN SPACE ACREAGE: 0.0 AC
LOT SETBACK REQUIREMENTS:
LOT WIDTH (MIN) 25 FT
FRONT SETBACK (MIN) 0 FT
FRONT SETBACK (MAX) NONE
FRONT YARD ENCROACHMENT 8 FT
SIDE SETBACK (MIN) 0 FT WITHIN DEVELOPMENT,
OTHERWISE 5'
REAR SETBACK (MIN) 0 FT
REAR SETBACK FROM REAR 0 FT
LANE/ALLEY
ACCESSORY STRUCTURE SIDE/ 0 FT
REAR SETBACK (MIN)
MAXIMUM HEIGHT 5 STORIES
MINIMUM HEIGHT N/A
EXISTING USE FOR SITE IS VACANT.
PROPOSED USE FOR SITE IS COMMERCIAL.
PROPERTY IS WITHIN THE CORPORATE LIMITS OF THE TOWN OF
WENDELL.
NO PORTION OF THIS PROPERTY IS LOCATED IN SPECIAL FLOOD
HAZARD AREA "AE" AS SHOWN ON FEMA FIRM MAPS
#3720176300J DATED MAY 2, 2016.
NO WETLAND TO JURISDICTIONAL STREAM OR WETLAND FEATURES
ARE LOCATED ON THIS SITE PER APPROVED DELINEATION (BY
OTHERS). JURISDICTIONAL STREAMS AND FEATURES SHOWN ON
PLAN ARE PER APPROVED DELINEATION (BY OTHERS).
LEGEND:
• EX. PROPERTY BOUNDARY
HEAVY DUTY ASPHALT
LIGHT DUTY ASPHALT
s CONCRETE PAVEMENT
1..
BUILDING FOOTPRINT
CONCRETE SIDEWALK
GREEN SPACE
SIGN LEGEND:
STOPDO NOT
f+ 0
ENTER
R1-1 R5-1 R3-1
CALL N.C. ONE
CALL CENTER
BEFORE YOU DIG
STOP
1-800-832-4949
AVOID UTILITY
DAMAGE
NORTH
20 0 20 40
SCALE: 1"=20' (Horiz.)
DATE:
FEBRUARY 11, 2022
MCE PROJ. #
08408-0001
DRAWN
ALP
DESIGNED
ALP
CHECKED
GCA
PROJ. MGR.
CHS
SCALE
M&C FILE NUMBER
c 1 .o
DRAWING NUMBER
HORIZONTAL'
I" = 20'
VERTICAL:
c 1 .0
N/A
STATUS: REVISION
CONSTRUCTION DOCUMENTS 3
FOR REVIEW PURPOSES ONLY