NCC211815_Site Plan or Location Map_20210330

LEGEND:
EXISTING R/W LINE
- - - - - - - - - - PUBLIC UTILITY EASEMENT LINE
PUBLIC DRAINAGE EASEMENT
- - - - - - - - - - 10' NO BUILD BUFFER LINE
- - - - - - - - - - RIPARIAN BUFFER LINE
BMP MAINTENANCE & ACCESS EASEMENT
PARKING/DRIVEWAY CENTERLINE
SPILL CURB
CONCRETE PAVEMENT
ASPHALT PAVEMENT
LIGHT DUTY ASPHALT PAVEMENT
i
12
i
NORTH
30 0 30 60
SCALE: 1 "=30' (Horiz.)
NNP BRIAR CHAPEL LLC /
DB 01082 PG 0014 /
PIN # 9774-00-39-3868
ZONING. CUD -CC
USE. VACANT
1
015
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1,27 +
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GENERAL NOTES:
17
1. REFER TO THE FOLLOWING MCKIM & CREED, INC. CONSTRUCTION PLANS, AND
ALL SUBSEQUENT CONSTRUCTION BULLETINS FOR INFORMATION ON EXISTING
SITE INFRASTRUCTURE:
- BRIAR CHAPEL - SD EAST PLANS SEALED AUGUST 15, 2017
- EXISTING TOPOGRAPHIC DATA FROM MCKIM & CREED AND WAS
COMPLETED ON OCTOBER 27TH, 2020.
10 2. THIS PROPERTY IS ZONED CUD -CC.
s 3. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND MEASUREMENTS.
4. BEARINGS SHOWN HEREON ARE BASED ON NC GRID NAD83. THIS PROJECT IS
LOCALIZED ABOUT NCGS MONUMENT "MEACHAM" HAVING NC GRID
COORDINATES N: 768,395.12', E: 1,963,424.93' USING A COMBINED FACTOR
ES O 32 OF 0.99990676.
5. PROJECT IS LOCATED IN THE CAPE FEAR RIVER BASIN.
6. STREAM AND WETLAND LOCATIONS ARE BASED ON INFORMATION
PROVIDED BY WETLANDS & WATERS, INC. - CONTACT CHRIS HUYSMAN
o �O AT 336-306-0906.
o_ s
7. NO PORTION OF THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARD
AREA PER FEMA FIRM MAP #3710977400J (02/02/2007) AND 371097500K
(11 /17/2017).
NNP BRIAR CHAPEL LLC
DB 01082 PG 0014
PIN # 9774-00-49-0966
ZONING. CUD -CC
USE. VACANT
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NNP BRIAR CHAPEL LLC
DB 01082 PG 0014
PIN # 9774-00-39-6770
ZONING. CUD -CC
USE. VACANT \ \
1 INITIAL SUBMITTAL 2020.12.11
REV.NO. DESCRIPTIONS DATE
REVISIONS
SEAL
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1730 Varsity Drive, Suite 500
Raleigh, North Carolina 27606
Phone: [phone], Fax: [phone]
F-1222
SITE DATA TABLE:
1. PROPERTY IDENTIFICATION NUMBER:
9774-00-39-6395
2. TOTAL SITE AREA:
9.76 AC
3. PARKING SPACES:
PARKING REQUIRED:
1 SPACE / 4 BEDS = 231 BEDS/4 = 58 SPACES
TOTAL REQUIRED PARKING: 58 SPACES
ADA SPACES REQUIRED:
ADA SPACES: 4
VAN ACCESSIBLE SPACES: 2
PARKING PROVIDED: 144 SPACES
31 COMPACT SPACES
MANN'S CHAPEL RD
VICINITY MAP
NTS
KEY NOTES:
ki za:M;1AM:n44
TE
TO PITTSBORO
6 ADA SPACES (TOTAL)
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CONCRETE PAVING:
REFER TO DETAIL 1/D2.1 PER OWNER'S GEOTECH REPORT
TOTAL SPACES: 181 SPACES
AND MATCH RECOMMENDATIONS FOR ALL FLEXIBLE AND RIGID
PAVEMENT SECTIONS.
O
LIGHT DUTY ASPHALT:
4. IMPERVIOUS AREAS:
REFER TO DETAIL 3/D2.1 PER OWNER'S GEOTECH REPORT
AND MATCH RECOMMENDATIONS FOR ALL FLEXIBLE AND RIGID
MAIN BUILDING: 57,863 SF
PAVEMENT SECTIONS.
PAVEMENT/PARKING: 68,953 SF
SIDEWALK: 8,117 SF
O3
HEAVY DUTY ASPHALT:
POOL AREA: 7,582 SF
REFER TO DETAIL 2/D2.1 PER OWNER'S GEOTECH REPORT
OUTDOOR AMENITY:: 500 SF
AND MATCH RECOMMENDATIONS FOR ALL FLEXIBLE AND RIGID
PAVEMENT SECTIONS.
TOTAL: 143,015 SF/ 3.28 AC
4O
CONCRETE SIDEWALK. SEE DETAIL 4/2.1
CONCRETE SIDEWALK EXPANSION AND CONTROL JOINTS.
SITE LAYOUT NOTES:
1. RADII AND DIMENSIONS ARE TO FACE OF CURB, FACE OF BUILDING,
O
24" STANDARD CURB & GUTTER. SEE DETAIL 9/D2.1
UNLESS OTHERWISE NOTED.
2. UNLESS OTHERWISE NOTED, ALL CURB INDICATED SHALL BE 24"
O
24" SPILL CURB & GUTTER. SEE DETAIL 10/D2.1
STANDARD CONCRETE CURB AND GUTTER.
3. ALL PARKING SPACES INDICATED AS HANDICAPPED SPACES SHALL
Og
PROPOSED LIGHTING, FOUNDATION REQUIREMENTS DESIGNED
RECEIVE HANDICAP PAVEMENT MARKINGS AS SHOWN ON PLANS. STALL
BY OTHERS. REFER TO ELECTRICAL SITE LIGHTING PLAN FOR
LABELED "VAN" TO RECEIVE A "VAN ACCESSIBLE" SIGN IN ADDITION TO
EXACT FIXTURE LOCATIONS AND ASSOCIATED DETAILS FOR
THE ABOVE.
FIXTURE SPECIFICATIONS.
4. SPACES MARKED "COMPACT" SHALL RECEIVE COMPACT PAVEMENT
O
BUILDING MAIN ENTRANCE
MARKINGS AS SHOWN ON THE PLANS.
SEGMENTAL BLOCK RETAINING WALL WITH FALL PROTECTION.
10
DESIGNED BY OTHERS. REFER TO GENERAL RETAINING WALL
5. THE CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR
DETAIL AND NOTES 1/C3.3.
EXACT LOCATIONS AND DIMENSIONS OF PRECISE BUILDING DIMENSIONS
AND EXACT BUILDING UTILITY ENTRANCE POINTS.
11
CONCRETE ACCESSIBLE RAMP AND DETECTABLE WARNING
DOMES. VARIABLE TYPES SEE DETAILS 2,3,4/D2.2
6. GENERAL CONTRACTOR SHALL COORDINATE AND COMPLY WITH ALL
UTILITY COMPANIES INVOLVED IN PROJECT AND PAY ALL REQUIRED FEES
12
20' PUBLIC UTILITY EASEMENT
AND COSTS.
7. ALL CONCRETE SIDEWALKS SHALL RECEIVE EXPANSION JOINTS AT 250"
13
EXISTING PRIVATE UTILITY EASEMENT
UNLESS OTHERWISE NOTED. SEE DETAIL SHEET. SAW CUT JOINTS SHALL
BE PLACED AS SHOWN ON PLANS.
14
PROPOSED RELOCATION OF 10' BMP MAINTENANCE AND
8. THE MINIMUM SIDEWALK WIDTH FOR AN ACCESSIBLE PATH WHERE
ACCESS EASEMENT
DIRECTLY ADJACENT TO PERPENDICULAR PARKING SPACES WITHOUT
15
30" STANDARD CURB & GUTTER. SEE NCDOT DETAIL 846.01
WHEEL STOPS IS SIX (6) FEET AND SIX (6) INCHES AS MEASURED FROM
5/D2.2
THE CURB FACE.
16
17
TRANSITION FROM 30" TO 24" CURB & GUTTER OVER 5'.
EXISTING RETAINING WALLS
SITE NOTES:
1. DRY UTILITIES WILL BE PROVIDED BY SERVICE
18
ENTRANCE MONUMENT SIGN (COORDINATE LOCATION WITH
PROVIDERS
ARCHITECTURAL DRAWINGS)
2. ALL ACREAGES NOTED ARE APPROXIMATE AND ARE
19
STOP SIGN R1-1 PER NCDOT STANDARDS AND
SUBJECT TO CHANGE BASED ON THE FINAL PLAN.
SPECIFICATIONS. REFER TO INSTALLATION AND MOUNTING
20
DETAILS 13/D2.1.
24" SOLID WHITE PAINTED STOP BAR PER NCDOT
`
STANDARDS. STOP BAR SHALL BE PAINTED WITH 2 COATS
OF WHITE TRAFFIC MARKING PAINT. SEE NCDOT DETAIL
1205.01 14/D2.1
21
STRIPING: 4" SOLID WHITE PARKING SPACE STRIPING. USE
HIGHWAY MARKING PAINT (WHITE, 2 COATS). SEE NCDOT
RDETAIL 1205.01 14/D2.1
/ / O STANDARD CROSSWALK. HIGH VISIBILITY LINES SHALL BE 6"
21 / 22 THICK WHITE PAINTED PER NCDOT STANDARDS. SEE NCDOT
DETAIL 1205.01 14/D2.1.
TYPICAL ACCESSIBLE PARKING STALL:
REFER TO DETAIL 1/D2.2.
2 ® / / CONNECT TO
/ EXISTING SIDEWALK 24 ACCESSIBLE PARKING SIGNS. VAN ACCESSIBLE SIGN TO BE
PLACED AS REFERENCED WITH "VAN" NOTATION. REFER TO
/ DETAIL 12/D2.1. REFER TO INSTALLATION AND MOUNTING
/ p- 10 DETAIL 904.50 6/D2.2.
'/
/ / 26 / 25 ASPHALT/CONCRETE TRANSITION
EXISTING EDGE OF PAVEMENT
�ovp 27 MATCH EXISTING STANDARD 30" CURB AND GUTTER
8 / co 28 MATCH EXISTING ASPHALT PAVEMENT
APPROXIMATE LOCATION OF ELECTRICAL TRANSFORMER.
CONTRACTOR SHALL REFER TO ELECTRICAL PLANS FOR
EXACT DIMENSIONS, DESIGN, AND LOCATION OF CONCRETE
4 PAD.
/ ® 26 30 TRASH PICKUP AREA
31 CONCRETE WHEEL STOPS. REFER TO DETAIL 6/D2.1.
SITE GENERAL NOTES: 32 PARKING SPACES SHALL BE MARKED "COMPACT" WITH
WHITE HIGHWAY MARKING PAINT.
/ 1. ALL CONSTRUCTION IS TO BE PERFORMED IN ACCORDANCE WITH
CURRENT CHATHAM COUNTY STANDARDS, SPECIFICATIONS AND DETAILS. 33 300' PERIMETER BUFFER (TYP.)
/ 2. ALL PERMITS RELATING TO THIS PROJECT MUST BE OBTAINED PRIOR TO 34 18" MEDIAN CURB AND GUTTER. REFER TO DETAIL 8/D2.1.
CONSTRUCTION.
/ 3. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS AND ELEVATIONS 35 1.5' WIDE CONCRETE FLUME. SEE DETAIL 11 /D2.1
PRIOR TO CONSTRUCTION. 36 WIPE DOWN CURB AND GUTTER. SEE DETAIL 7/D2.1
/ 5 4. CONTRACTOR SHALL VERIFY LAYOUT AND CONTACT ENGINEER WITH ANY
/ DISCREPANCIES PRIOR TO CONSTRUCTION.
5. CONTRACTOR TO UTILIZE SPILL CURB AS SHOWN ON PLANS.
6. ACCESSIBLE CURB CUT RAMP SHALL BE PROVIDED WHERE SIDEWALKS
INTERSECT CURBING. ALL CURB CUT RAMP DETAILS SHALL CONFORM TO
AND REFERENCE THE NC STATE ACCESSIBILITY CODE. CURB CUT RAMPS
WITHIN THE R/W SHALL CONFORM TO NCDOT STANDARDS AND
SPECIFICATIONS.
7. PAINTED TRAFFIC ARROWS AND ALL SIGNS, PAVEMENT MARKINGS, ETC.
SHALL CONFORM TO M.U.T.C.D. STANDARDS.
LIBERTY SENIOR LIVING
CONSTRUCTION DOCUMENTS
CHATHAM COUNTY, NORTH CAROLINA
SITE PLAN
CHATHAM COUNTY REQUIRED SITE NOTES
1. PROPERTY OWNER/DEVELOPER:
LIBERTY HEALTHCARE PROPERTIES OF CHATHAM COUNTY, LLC.
2334 S. 41ST STREET
WILMINGTON, NC 28403
PHONE: [phone]
2. SITE AKPAR #:93104
DATE:
DECEMBER 11, 2020
MICE PROJ. #
07246-0004
DRAWN
DTK
DESIGNED
ALM
CHECKED
GCA
PROJ. MGR.
CHS
SCALE
M&C FILE NUMBER
cl .o
DRAWING NUMBER
HORIZONTAL:
1"=30'
VERTICAL:
v l 1 .0
N/A
TATUS: REVISION
PRELIMINARY DRAWINGS
FOR REVIEW PURPOSES ONLY
www.mckimcreed.com