NCC214044_Site Plan or Location Map_20210712

L
SITE GENERAL NOTES:
1. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC, AND ALL OF THE OWNER'S
13.
ALL DIMENSIONS ARE TO EDGE OF PAVEMENT, FACE OF CURB AND FACE OF BUILDING UNLESS
FACILITIES. SHOULD DAMAGES OCCUR, CONTRACTOR SHALL REPAIR IMMEDIATELY AS DIRECTED
OTHERWISE NOTED.
BY THE ARCHITECT/ENGINEER.
14.
ALL TRAFFIC CONTROL DEVICES, INCLUDING BUT NOT LIMITED TO PAINT STRIPPING, PAVEMENT
2. CONTRACTOR SHALL HOLD HARMLESS THE OWNER AND THE ARCHITECT/ENGINEER FOR
MARKINGS, AND SIGNAGE SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC
DAMAGES, INJURIES OR OTHER ACCIDENTS WHICH OCCUR DURING THESE CONSTRUCTION
CONTROL DEVICES" OR AS REQUIRED IN SPECIFICATIONS.
ACTIVITIES.
15.
AS THE FIRST ORDER OF WORK, THE CONTRACTOR SHALL ENGAGE A PROFESSIONAL LAND
3. ALL ELEVATIONS ARE IN REFERENCE TO DESIGNATED BENCHMARKS/CONTROL POINTS.
SURVEYOR TO LOCATE THE CORNERS OF THE BUILDING IN ACCORDANCE WITH THE DIMENSIONS
CONTRACTOR IS TO MAINTAIN ALL BENCH MARKS, MONUMENTS AND OTHER REFERENCE POINTS.
SHOWN. SHOULD ANY DISCREPANCIES BE NOTED, NOTIFY THE ARCHITECT/ENGINEER PRIOR TO
CONTRACTOR SHALL REESTABLISH, AT NO COST TO OWNER, ANY SUCH REFERENCE POINT IF
PROCEEDING. TWO BUILDING CORNERS SHOULD BE TIED TO AT LEAST TWO OR MORE PROPERTY
DISTURBED OR DESTROYED.
CORNERS.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND COORDINATION OF ALL
16.
CONTRACTOR SHALL CROSS REFERENCE, COORDINATE AND REFER TO BUILDING PLANS FOR
ILLUSTRATED CONSTRUCTION ACTIVITIES AT THE JOB SITE.
EXACT LOCATION AND DIMENSIONS OF SLOPED PAVING, EXACT BUILDING ENTRANCE/EXIT
LOCATIONS, LOCATIONS AND SIZES OF ROOF DOWN SPOUTS, AND UTILITY SERVICES.
5. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE RULES AND REGULATIONS GOVERNING
THE CONSTRUCTION INDUSTRY, INCLUDING BUT NOT LIMITED TO THOSE PERTAINING TO
17.
ALL SIGNS PLACED IN AREAS ACCESSIBLE BY VEHICLE TRAFFIC SHALL BE PLACED IN A GUARD
TRAVELING OPERATIONS AND OSHA. PROVIDED THE CONTRACTOR IS NOT IN COMPLIANCE WITH
POST.
ANY APPLICABLE REGULATIONS, THE CONTRACTOR SHALL NOT BE ALLOWED TO RESUME
CONSTRUCTION ACTIVITIES UNTIL THE ISSUES ARE FULLY RESOLVED TO THE SATISFACTION OF
18.
CONTRACTOR SHALL MATCH EXISTING PAVEMENT IN GRADE AND ALIGNMENT.
THE AUTHORITIES HAVING JURISDICTION. NO ADDITIONAL COMPENSATION WILL BE DUE THE
CONTRACTOR FOR LOST TIME, PRODUCTION OR PROFIT DUE TO THE WORK STOPPAGES
RESULTING FROM CONTRACTOR'S NONCOMPLIANCE WITH APPLICABLE REGULATIONS.
19.
CONTRACTOR SHALL COORDINATE AND COMPLY WITH ALL UTILITY COMPANIES INVOLVED IN
PROJECT AND PAY ALL REQUIRED FEES AND COSTS TO PERFORM THE WORK.
6. UTILIZE SIGNS, BARRICADES, FLAGMEN, OR GUARDS AS REQUIRED TO ENSURE THE SAFETY OF
ALL VEHICULAR AND PEDESTRIAN TRAFFIC DURING ALL CONSTRUCTION ACTIVITIES.
7. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER AND ADJACENT PROPERTY OWNERS AS
REQUIRED FOR WORK OUTSIDE OF PROPERTY LINES.
LEGEND:
SIGN LEGEND:
DO NOT STOP
0
ENTER 0 N LY
R5-1 R1-1 R3-5R R3-2
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF ALL WORK AS ILLUSTRATED ON BUILDING FOOTPRINT GENERAL CIVIL/SITE JOB DESCRIPTION.
PLANS. IF EXISTING CONDITIONS DIFFER FROM THOSE ILLUSTRATED ON PLANS, NOTIFY ENGINEER
PRIOR TO CONSTRUCTION. HEAVY DUTY ASPHALT
THE JOB CONSISTS OF SITE CLEARING, TOPSOIL/ORGANIC STRIPPING,
9. VERIFY ALL DIMENSIONS AND GRADES AT THE JOB SITE. IN THE EVENT DISCREPANCIES ARE LIGHT DUTY ASPHALT TEMPORARY STOCKPILING AND REMOVAL; SITE GRADING, INSTALLATION OF SOIL
NOTED, NOTIFY ARCHITECT/ENGINEER SO THAT MODIFICATIONS TO THESE DRAWINGS CAN BE EROSION AND SEDIMENT CONTROL MEASURES, SEEDING/SODDING AND
MADE. CONCRETE PAVEMENT MULCHING; STORM DRAIN INSTALLATION, SANITARY SEWER INSTALLATION, WATER
LINE INSTALLATION, ASPHALTIC AND CONCRETE PAVING, CURB AND GUTTER
10. CONTRACTOR SHALL OBTAIN ALL NECESSARY LICENSES AND PERMITS REQUIRED TO COMPLETE CONCRETE SIDEWALKS INSTALLATION, SIDEWALK, LANDSCAPING, AND OTHER WORK AS DESIGNATED.
THE WORK INCLUDED IN THE CONTRACT DOCUMENTS AT THE CONTRACTOR'S EXPENSE UNLESS CONSTRUCTION STAKEOUT FOR THE PROJECT SHALL BE RESPONSIBILITY OF THE
PREVIOUSLY OBTAINED BY THE OWNER. IF REQUIRED, CONTRACTOR SHALL OBTAIN A HAUL STANDARD SPILL CURB CONTRACTOR AND SHALL BE PERFORMED BY A PROFESSIONAL LAND SURVEYOR.
ROUTE PERMIT FOR ALL OFF -SITE TRANSPORTATION ACTIVITIES.
EX. PROPERTY BOUNDARY
11. ANY CHANGES OR MODIFICATIONS TO THE PROJECT PLANS SHALL FIRST BE APPROVED BY THE
ARCHITECT/ENGINEER. BMP MAINTENANCE & ACCESS EASEMENT
KEY NOTES:
OCONCRETE PAVING:
REFER TO DETAIL 1/D2.1 PER OWNER'S GEOTECH REPORT
AND MATCH RECOMMENDATIONS FOR ALL FLEXIBLE AND
RIGID PAVEMENT SECTIONS.
OLIGHT DUTY ASPHALT:
REFER TO DETAIL 3/D2.1 PER OWNER'S GEOTECH REPORT
AND MATCH RECOMMENDATIONS FOR ALL FLEXIBLE AND
RIGID PAVEMENT SECTIONS.
OHEAVY DUTY ASPHALT:
REFER TO DETAIL 2/D2.1 PER OWNER'S GEOTECH REPORT
AND MATCH RECOMMENDATIONS FOR ALL FLEXIBLE AND
RIGID PAVEMENT SECTIONS.
O4 CONCRETE SIDEWALK. SEE DETAIL 4/2.1
O CONCRETE SIDEWALK EXPANSION/CONTROL JOINTS (TYP).
O6 24" STANDARD CURB & GUTTER. SEE DETAIL 7/D2.1
O7 24" SPILL CURB & GUTTER. SEE DETAIL 8/D2.1
OBICYCLE RACK AND CONCRETE PAD TO ACCOMMODATE 36
BICYCLES. SEE DETAIL 14/D2.1
O9 BUILDING MAIN ENTRANCE
10 RETAINING WALL (DESIGN BY OTHERS)
FALL PROTECTION REQUIRED ON WALLS TALLER THAN 30".
11 CONCRETE ACCESSIBLE RAMP. TYPE 1 PER NCDOT
STANDARD 203.07. SEE DETAIL 3/D2.2 AND DETAIL 16/D2.1
12 CITY OF RALEIGH WATER MAIN EASEMENTS AROUND METER
BOXES ONLY
13 STOP SIGN R1-1 PER NCDOT STANDARDS AND
SPECIFICATIONS. REFER TO INSTALLATION AND MOUNTING
DETAILS 4/D2.2.
14 DO NOT ENTER R5-1 PER NCDOT STANDARDS AND
SPECIFICATIONS. REFER TO INSTALLATION AND MOUNTING
DETAILS 4/D2.2.
15 RIGHT TURN ONLY R3-5R SIGN PER NCDOT STANDARDS
AND SPECIFICATIONS. REFER TO INSTALLATION AND
MOUNTING DETAILS 4/D2.2.
16 NO LEFT TURN R3-2 SIGN PER NCDOT STANDARDS AND
SPECIFICATONS. REFER TO INSTALLATION AND MOUNTING
DETAILS 4/D2.2.
I 12. CONTRACTOR SHALL ENSURE PROPER DISPOSAL OF CONSTRUCTION SITE WASTE MATERIALS. 17 24" SOLID WHITE THERMOPLASTIC PAINTED STOP BAR PER
NCDOT STANDARDS. SEE DETAIL 12/D2.1
18 STRIPING: 4" SOLID WHITE PARKING SPACE STRIPING. USE
HIGHWAY MARKING PAINT (WHITE, 2 COATS). SEE DETAIL
12/D2.1
HGH-VBILTY CROSSWALK. LIES SHAL BE 24" W
l 19 6I LONGISIWHIITE TH RM PLASTICNPAINT DL PER NCDOTIDE X
STANDARDS. SEE DETAIL 12/D2.1
ISITOR VISITOR VISITOR VISITOR VISITOR VISITOR �/�SITOR �/�SITOR
777 UT/ 77 20 STRIPING
STANDARDS
WHITS THERMOPLASTIC LANE DIVIDE PER
NCDOT 21 TYPICAL ACCESSIBLE PARKING STALL: REFER TO DETAIL T
ems► 33 ACCESSIBLE PARKING SIGNS. VAN ACCESSIBLE SIGN TO BE
t t 22 PLACED AS REFERENCED WITH "VAN" NOTATION. REFER TO
DETAIL 10/D2.1.
O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O ) 23 ASPHALT/CONCRETE TRANSITION REFER TO DETAIL 5/D2.1.
4 0 / 24 DOUBLE 4" YELLOW THERMOPLASTIC STRIPING PER NCDOT
O STANDARDS, ETC
®4/ 42 2 25 MATCH EXISTING ASPHALT PAVEMENT
25 / 17 13
' 26 APPROXIMATE LOCATION OF ELECTRICAL TRANSFORMER.
26 FIRE`AI' "°PAR"" FARE - "°PAR"" FIRE`ANE "°PAR"" FIRE`.- "°PAR"" FIRE LANE NO PAR I FIRE LANE "°`A j 16 CONTRACTOR SHALL REFER TO ELECTRICAL PLANS FOR
32 24 _ EXACT DIMENSIONS, DESIGN, AND LOCATION OF CONCRETE
25
15> i 38 PAD.
O 14 27 27 6 22 1 1 / 6 O NEW PARKING LOT LIGHTING:
REFER TO ELECTRICAL SITE LIGHTING PLAN FOR EXACT
FIXTURE LOCATIONS AND ASSOCIATED DETAILS FOR FIXTURE
15 19 17 13 24 SPECIFICATIONS.
16 0 O o O 2 "C VHC AN 3 O 27 I 28
O DDUMPSTER RAWINGS.
ENCLOSURE. REFER TO ARCHITECTURAL
9 20
_ 11 ,Q O 1 ��sTOR ��s oR v ITaR 33
O 7 0� 11 .0 7 PARKING SPACES S 12 PARKING SPACES 11 PARKING SPACES 32
;13 11
18 3 18 I 18.0 29 6' HIGH BLACK CHAIN LINK FENCE
/ Cn _ - - - - - - - - - - - - - C"�
30 DOUBLE CHAIN LINK GATE FOR MAINTENANCE ACCESS
19 5 40 20 4 19 37 5 40 3O 0 32 SINGLE GATE WITH PANIC DEVICE
c
Q) 29 1 1 1 _j' _- - Z (Z 32 ROADWAY DIRECTION ARROWS PER NCDOT DETAIL 1205.08
0 1 7 C o (1 OF 10). SEE DETAIL D2.2
0 37 31 � N v ni 9 33 EX. SCM MAINTENANCE & ACCESS EASEMENT
{, I 80 ti C) Q)
25. 0' B-B 5 0' Q Sz IM, o 34 WIPE DOWN CURB. SEE DETAIL 13/D2.1
T CARDINAL CHARTER
30 r� 27 35 3 FLAGPOLES IN 4" THICK CONCRETE PAD
1.0' E-E o MIDDLE SCHOOL 24.0' / 36 PARKING SPACE SHALL BE MARKED WITH WHITE "VISITOR"
19,940 SF 39 DESIGNATION
FFE: 271.30 25.9' 7 2O 37 CONCRETE ACCESSIBLE RAMP TYPE 2. SEE DETAIL 1/D2.2.
� N) 5 ° 18
SURFACE MOUNTED CONCRETE MONOLITHIC ISLAND PER
351 J
38 NCDOT DETAIL 852.01. SEE DETAIL 2/D2.3
0 29 13 6.
\ I 14 34 ' 39 OVERHEAD CANOPY
O 7 3 13 s Q
39
O / 40 MONOLITHIC SIDEWALK AND CURB. SEE DETAIL 19 D2.1.
28 / 41 4" MINI -SKIPS IN WHITE THERMOPLASTIC PER NCDOT
O- - - - - - - 32 - 17 3O 23 . -� STANDARDS
3 20 32
42 "FIRE LANE NO PARKING" STRIPING. STRIPING SHALL BE
14� 1 RED WITH WHITE LETTERING USING HIGHWAY MARKING PAINT.
7 10 17 13 7 13 ® �
ti
-�34CALL N.0 ONE
l
/ CALL CENTER
BEFORE YOU DIG
STOP
1-SM-632-4949
AVOID UTIUTY
DAMAGE
NORTH
3
TOWN OF WENDELL COMMENTS RECEIVED 2021.06.28/WAKE COUNTY CONDITIONAL APPROVAL RECEIVED 2021.06.23
2021.07.02
2
WAKE COUNTY COMMENTS RECEIVED2021.06.16
2021.06.22
1
INITIAL SUBMITTAL
2021.05.17
REV.NO.
DESCRIPTIONS
DATE
REVISIONS
SEAL
N CARp
Q�I Eus/D,y
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�AL
036348
�•.• 07/02/2021 •: �
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v
v &CREED
1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
www.mckimcreed.com
30 0 30 60
SCALE: 1 "=30' (Horiz.)
CARDINAL CHARTER MIDDLE SCHOOL
AT WENDELL FALLS
WENDELL, NORTH CAROLINA
SITE PLAN
SITE DATA:
CURRENT PROPERTY OWNER:
NASH WENDELL FALLS, LLC
6133 TAYLOR ROAD
WENDELL, NC 27591
CONTACT: LEE BOWMAN
PHONE: [phone]
DEVELOPER:
RYAN COMPANIES US, INC
201 N. FRANKLIN STREET, SUITE 3500
TAMPA, FL 33602
CONTACT: MASSIMO BOSSO, P.E.
PHONE: [phone]
ZONING: PUD18-1 ZONE 2
GROSS TRACT AREA: 12.01 ACRES.
® PROPERTY ADDRESS: 6057 TAYLOR
ROAD
# TOTAL HOUSING UNITS: 0
# OPEN SPACE SITES: 0
# AMENITY SITES: 0
PARCEL PIN: 1763-98-2178
PLAT/DEED REFERENCE: DB 17541
PG 02485
OVERALL IMPERVIOUS AREA:
BUILDING:
19,940 SF
PAVEMENT/PARKING AREA:
38,659 SF
SIDEWALKS:
5,337 SF
TOTAL IMP.:
63,936 SF 1.47 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 CIVIC/INSTITUTIONAL.
PROPOSED USE FOR SITE IS CIVIC/INSTITUTIONAL.
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.
JURISDICTIONAL STREAMS AND FEATURES SHOWN ON PLAN ARE PER
APPROVED DELINEATION (BY OTHERS).
SITE NOTES:
1. DRY UTILITIES WILL BE PROVIDED BY SERVICE
PROVIDERS
2. CLOSEST GEODETIC MONUMENT:
KNIGHT RM 2 AZIMUTH
NC GRID NAD83/2011
NORTH: 748,460.26'
EAST: 2,154,775.29'
ELEV: 332.94' (NAVD88)
PARKING CALCULATIONS (TOWN STANDARDS):
BUILDING AREA: 19,940 SF
REQUIRED PARKING: 40 SPACES
(2 PER 1,000 SF)
TOTAL PROVIDED PARKING: 42 SPACES
STANDARD: 39 SPACES
HANDICAP: 3 SPACES
BICYCLE PARKING NOTE: BICYCLE STORAGE PROVIDED OUTSIDE
THE SCHOOL BUILDING. TWO (2) TRADITIONAL DOUBLE
SIDED BICYCLE RACKS SHOWN AT ONE LOCATION ON SITE
PLAN. LOCATION CONTAINS 2 RACKS TO SERVE 36
BICYCLES. MINIMUM 2 BICYCLE SPACES REQUIRED.
LIGHTING NOTES: LIGHT POLE LOCATIONS SHOWN ARE
APPROXIMATE. FINAL LOCATIONS ARE TO BE DETERMINED
BY DESIGNER.
TRAFFIC STORAGE NOTE: QUEUE LENGTHS PROVIDED BASES
ON CALCULATIONS FOR 400 STUDENTS.
REQUIRED AVERAGE QUEUE LENGTH - 1,709 FT
REQUIRED HIGH DEMAND QUEUE LENGTH = 2,221 FT
PROVIDED QUEUE LENGTH = 2,224 FT
III
DATE:
-I
JULY 2, 2021
MCE PROJ. #
07183-0003
DRAWN
ALP
DESIGNED
BSS
CHECKED
GCA
PROJ. MGR.
CHS
SCALE
M&C FILE NUMBER
HORIZONTAL'
DRAWING NUMBER
1" = 30'
VERTICAL:
c1 .0
N/A
)TATUS: REVISION
CONSTRUCTION DRAWINGS 3
FOR REVIEW PURPOSES ONLY