NCC223603_Site Plan or Location Map_20221020

SCALE: 1'=40'
JASON T. STRICKLAND
40' 0 40'
I
IDS 16898, PG 1828
BM 1993, PG 214
PIN: 0765E5-9866
SCALE OF MAP MAY VARY
ZONING: R-20
I DUE TO METHODS OF REPRODUCTION.
USE: SINGLE FAMILY RESIDENCE
CONTROL CORNER
(CONCRETE MONUMENT)-
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N: 755,710.79
E: 2,067,097.35
CHARLES R. &
SUSAN P. ABBOTT
DB 6386, PG 78
BM 1993, PG 214
PIN: 0765-65-8776
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DB 1995, PG 266 \\ \ \ \ \ _ I SCM#2
I 1995, PG 268 BIORETENTION
PIN: 0765-75-0503 \ \\ \ \ \\ I (SEE SHEET C10)
ZONING: R-20
USE: SINGLE FAMILY RESIDENCE \ \ \ \ \ \ \
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PROPOSE STORMWATER 27
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PIN: 0765-75-0323 \ \w \ w
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AERC ARBORETUM, L.P.
DB 157881 PG 11
BM 2005, PG 464
PIN: 0765-754952
ZONING: OI-CU
USE: MIXED USE
(COMMERCIAL/RESIDENTIAL)-
REQUIRED 10' SIDE EXISTING 25'
3UILDING SETBACK 28
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DUMPSTER ENCLOSURE NOTE: AS NOTED ON COVER SHEET, A BUILDING PERMIT
IS REQUIRED FOR THE DUMPSTER ENCLOSURE, A DUMPSTER ENCLOSURE
LAYOUT HAS BEEN PROVIDED ON SHEET C14. AT TIME OF BUILDING PERMIT,
BUILDING ELEVATIONS SHALL BE PROVIDED FOR ENCLOSURE MEETING THE
FOLLOWING REQUIREMENTS OF SECT. 7.2.85(C):
1. THE ENCLOSURE SHALL BE ENCLOSED WITH SOLID GATES TO CONTAIN
WINDBLOWN LITTER.
2. THE ENCLOSURE SHALL BE 8 FT TALL OR 2 FT TALLER THAN THE WASTE
CONTAINER, WHICHEVER IS GREATER.
3. THE ENCLOSURE MATERIAL SHALL BE MASONRY COMPATIBLE WITH THE
PRINCIPAL BUILDING.
"B' BUFFER r PROPOSED STORMWATER
CONTROL STRUCTURE 1,.IRON
V FENCE- Q'i AND ACCESS E EMENiS @ 0.2' BG
�jHOTEL #2 NOTE: SHARED AMENITY SPACE
SHALL BE THE 7 STORY SECTION. ALL OTHER
AREAS IN HOTEL #2 SHALL BE 3.5 STORIES.
NO TRASH COMPACTORS ARE PROPOSED AT THIS
TIME. HOWEVER, ANY TRASH COMPACTORS
PROPOSED ON SITE WILL REQUIRE A SANITARY SEWER
CONNECTION AND A COVERED DUMPSTER SITE.
-PROP16SED40'.15'
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CROSS -ACCESS &
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CONSTRUCTION
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R EDY CREEK
138 ROOMS 1 , INVESTMENTS, LLC
(7 STORIES) 8 . I 3 I m DB 13032, PG 2711
\(111 1'x I BM 2006, PG 496
MAX HT. -10 FT)
2 7 I PIN: 0765-75-9509 I
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237. gp 12.73'-)--{ 2 %L � '-' 1 PROPOSED STORMWATER CONTROL
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I' I r18' I REEDY CREEK BENTANGLING SETBACK 4STREETSCAPEAREA25,,-+ INVESTMENTS, LLC IRONFLUS9,PROPOSED 62'X18'TEMPORARY DS11320, PG 2683
'9' CONSTRUCTION EASEMENT PIN: 0765-8"357
FOR CROSS ACCESS ZONING: R40
7 USE: VACANT
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18' PINE TREE
PROPOSED 1U SIDE 1788 °29'48" W 499.57'
AT CORNER w
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BUILDING SETBACK
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VITO J.&
ELIZABETH GUARNACCIA
IDS 12065, PG 214 vi
BM 1 PG 268
AASHTO SIGHT DISTANCE TRIANGLE CALCULATION
PIN: 076565 -75-0117
(RIGHT TURN ONTO N. HARRISON)
ZONING: R-20 I
USE: SINGLE FAMILY RESIDENCE
ISDn,GM . _ (1.47)"(50 MPHy(6.5S)
1
= 477.75 FT
USE 480 FT DESIGN
NOTE: AASHTO BASED SIGHT DISTANCES HAVE
BEEN VERIFIED IN THE FIELD AND THERE ARE
NOTE: AASHTO DESIGN INTERSECTION SIGHT DISTANCE
NO OBSTRUCTION IN THE SIGHT LINES.
CASE 52 (RIGHT TURN FROM STOP) USED FOR
CALCULATION OF RIGHT TURN ONTO N. HARRISON.
IU.
Know what's below.
CaII before you dig.
0+00 1+00 2+00 3+00 4+00 5+00
INTERSECTION SIGHT DISTANCE
VERTICAL PROFILE
REQUIRED 19 SIDE
BUILDING SETBACK
_ APPROX. 653 SF CRZ
ENCROACHMENT(17%)
_ SMALL CHAMPION
TREES TO REMAIN
\ I
34.5" O
CRITICAL ROOT
32' O K / /I ZONES (CRZ)
O - APPROX, 571 SF CRZ
ENCROACHMENT(18%)
9' I
1/2" IRON
PIPE SET
FIRE PROTECTION DURING CONSTRUCTION
THE FIRE PROTECTION WATER SUPPLY SYSTEM, INCLUDING FIRE
HYDRANTS, SHALL BE INSTALLED AND BE IN AT LEAST THE
FUNCTIONAL STATUS PRIOR TO PLACING COMBUSTIBLE MATERIALS
ON THE PROJECT SITE. IF PHASED CONSTRUCTION IS PLANNED,
COORDINATED INSTALLATION OF THE FIRE PROTECTION WATER
SYSTEM IS PERMITTED. COORDINATION OF THE WATER SYSTEM
WILL BE DONE THROUGH THE WATER RESOURCES DEPARTMENT.
FUNCTIONAL STATUS WOULD INCLUDE MEETING ALL STANDARDS
SET FORTH IN SECTION 06D60 TESTING AND INSPECTIONS".
STORMWATER NOTE: PROPOSED STORMWATER LOCATION HAS BEEN
PROVIDED AS SHOWN. EXACT LOCATION OF STORMWATER LOCATION
AND EASEMENT SHALL BE PROVIDED AFTER CONSTRUCTION.
RETAINING WALL NOTE: ALL RETAINING WALLS EXCEEDING 30 INCHES
IN HEIGHT MUST BE EQUIPPED WITH FENCINGIFALL PROTECTION WITH
NO OPENING GREATER THAN 4 INCHES. FENCE/FALL PROTECTION
SHALL BE A MINIMUM OF 42" TALL. SEE SHEET W-7 OF RETAINING
WALL DESIGN PLANS FOR SITE RETAINING WALL SECTIONS AND
FENCE ANCHORING AND INSTALLATION DETAILS. SEE DETAIL 1/C15
FOR GUARDRAIL DETAIL.
RETAINING WALL NOTE: RETAINING WALLS AC, & D SHALL BE
RIDGEROCK DECORATIVE *MESSINA" SEGMENTAL BLOCK COLOR
HICKORY OR APPROVED EQUAL. RETAINING WALLS E & F ARE NOT
VISIBLE FROM THE PARKING LOT AND SHALL BE RIDGEROCK
RETAINING WALLS COLOR DESERT BASS, OR APPROVED EQUAL.
SEE SAMPLE IMAGES ON SHEET C15.
SCALE: 1 =1,000
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DS 11320, PG 2683
)1PIN:
0765-85-3519
ItItZONING:
R40
11It
USE: SINGLE FAMILY
IRESIDENCE
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® SITE NOTES HF AF
1 INSTALL MEDIAN CURB (APPROX. 150 L.F. TOTAL) AS SHOWN. SEE DETAIL 03000.02/Cl3.
2 INSTALL 30" CURB AND GUTTER AS SHOWN (APPROX. 5,688 L.F. TOTAL). SEE DETAIL 03000.02/C13.
3 INSTALL 8' CONCRETE SIDEWALK ALONG FRONT ACCESS DRIVE AISLE AS SHOWN (APPROX. 667 L.F. TOTAL). SEE DETAIL
03000.07/C13. )
4 INSTALL & CONCRETE SIDEWALK AROUND BUILDING AS SHOWN (APPROX. 1,186 L.F. TOTAL). SEE DETAIL 03000.07IC13. )
5 INSTALL 5' CONCRETE SIDEWALK FROM STAIR ACCESS TO 6' SIDEWALK AS SHOWN (APPROX 255 L.F. TOTAL). SEE
DETAIL 03000.07IC13.
6 INSTALL BRICK PAVERS IN HERRING BONE PATTERN IN FRONT ENTRANCE AND LOADING AREA. (SEE DETAIL)
7 INSTALL HEAVY DUTY ASHPALT PAVEMENT IN DRIVEWAYS AND DRIVE AISLES. SEE DETAIL 1/C13. I
8 INSTALL LIGHT DUTY ASPHALT PAVEMENT IN PARKING STALLS AS SHOWN. SEE DETAIL 2/C13. 1
9 INSTALL ADA COMPLIANT PARKING SPACE AS SHOWN. SEE DETAIL 3IC13 FOR SIGNAGE. SEE DETAIL 4/C13 AND 5IC13
FOR STRIPING.
10 INSTALL ADA COMPLIANT WHEELCHAIR RAMP WITH DETECTABLE DOMES (TYP.). SEE DETAIL 03000.14/C13.
11 INSTALL CONCRETE WHEELSTOPS 30. FROM BACK OF CURB TO TIRE SIDE OF WHEELSTOP. SEE DETAIL 6/C13.
12 INSTALL STANDARD V WIDE NCDOT STRIPED CROSSWALK SEE DETAIL 12D5.7/CI3. 1
13 INSTALL CONCRETE STAIRS WITH HANDRAILS TO PROPOSED GRADE. SEE DETAIL 7IC13.
14 PROPOSED DUMPSTER ENCLOSURE. SEE DETAIL 4/C14.
15 INSTALL SEGMENTED BLOCK RETAINING WALL #A WITH ALUMINUM FALL PROTECTION FENCING (APPROX. 65 L.F.)
SOUTH OF ENTRANCE (SEE WALL DESIGN ON RETAINING WALL PLANS PROVIDED BY TRIAD GEOTECHNICAL
CONSULTANTS, PLLC).
16 INSTALL SEGMENTED BLOCK RETAINING WALL #C WITH ALUMINUM FALL PROTECTION FENCING (APPROX. 205 L.F.)
NORTH OF RAISED COURTYARDIPATIO. (SEE WALL DESIGN ON RETAINING WALL PLANS PROVIDED BY TRIAD
GEOTECHNICAL CONSULTANTS, PLLC).
17 INSTALL SEGMENTED BLOCK RETAINING WALL #D WITH ALUMINUM FALL PROTECTION FENCING (APPROX. 98 L.F.)
SOUTH OF PROPOSED BUILDING. (SEE WALL DESIGN ON RETAINING WALL PLANS PROVIDED BY TRIAD GEOTECHNICAL
CONSULTANTS. PLLC).
18 INSTALL SEGMENTED BLOCK RETAINING WALL #E WITH COMBINATION ALUMINUM FALL PROTECTION AND WOODEN
OPAQUE FENCING (APPROX. 562 L.F.) NORTH OF PROPOSED SITE. REAR OF ELECTRICAL YARD ENCLOSURE SHALL BE
SCREENED WITH 6' WOODEN OPAQUE FENCE AS FALL PROTECTION. (SEE WALL DESIGN ON RETAINING WALL PLANS
PROVIDED BY TRIAD GEOTECHNICAL CONSULTANTS, PLLC).
19 INSTALL SEGMENTED BLOCK RETAINING WALL #F WITH COMBINATION ALUMINUM FALL PROTECTION AND WOODEN
OPAQUE FENCING (APPROX. 782 L.F.) WEST AND SOUTH OF PROPOSED SITE. PARKING WEST OF SITE SHALL BE
SCREENED WITH 6' WOODEN OPAQUE FENCING AS FALL PROTECTION (SEE WALL DESIGN ON RETAINING WALL PLANS
PROVIDED BY TRIAD GEOTECHNICAL CONSULTANTS, PLLC).
20 RETAINING WALLS LOCATED IN THE INTERIOR OF THE PROPOSED BUILDING SHALL BE DESIGNED BY OTHERS AS PART
OF THE STRUCTURAL DESIGN OF THE BUILDING AND SHALL BE SUBMITTED BY ARCHITECT DURING BUILDING
PERMITTING PROCESS.
21 PROPOSED ART OR FOUNTAIN (TBD).
22 INSTALL PICP PAVERS IN HOTEL MAIN ENTRANCE AS SHOWN. PICP SHALL BE FULLY BANDED WITH 24" WIDE 18" DEEP
RIBBON CURB (4,000 PSI MIN CONCRETE WITH AT LEAST 2 - #4 REBAR SET UP 3" FROM BOTTOM OF CURB) . PICP
PAVERS COLOR, MATERIAL AND PATTERN SHALL BE APPROVED BY OWNER PRIOR TO INSTALLATION. PICP PAVERS
SHALL BE TRAFFIC RATED (H-20) AND SHALL BE SUPPORTED BY 6" MIN. (4,000 PSI) REINFORCED CONCRETE AND 2" MIN
COARSE SAND/SCREENINGS PER MANUFACTURE RECOMMENDATIONS.
23 INSTALL 1 "U" SHAPED BICYCLE RACK UNDER CANOPY. SEE DETAIL 3/C15.
24 INSTALL 1' TALL HEADER CURB (APPROX. 34 L.F. TOTAL) AS SHOWN. CURB TO BE REMOVED AT TIME OF DEVELOPMENT
CONNECTION TO SOUTH. SEE DETAIL 03000.02/C13.
25 PROPOSED ELECTRICAL YARD MASONRY ENCLOSURE TO MATCH COLOR OF BUILDING. ENCLOSURE SHALL SCREEN
MECHANICAL UNITS A MINIMUM OF 12" ABOVE UNITS. SEE DETAIL 3/C15 FOR LAYOUT AND ARCHITECTURAL PLANS FOR
DETAILS.
26. INSTALL APPROXIMATELY 33 LF OF V OPAQUE WOODEN FENCE STAINED NATURAL BROWN BEHIND ELECTRICAL YARD
ENCLOSURE. SEE DETAIL 2/C15.
27. INSTALL APPROXIMATELY 476 LF OF T OPAQUE WOODEN FENCE STAINED NATURAL BROWN BEHIND PARKING WEST OF
PROPOSED SITE. SEE DETAIL 2IC15.
WALLACE R. & EVELYN S. KING
1 DB 3138, PG 591
PIN: 0765-85-2440
I ZONING: R40
USE: SINGLE FAMILY RESIDENCE
I
I REEDY CREEK
INVESTMENTS, LLC
IDS 11320, PG 2683
PIN: 0765-85.9357
ZONING: R40
USE: SINGLE FAMILY
RESIDENCE
N/F KENNETH & SELMA MCENTIRE
IDS 1885, PG 681
PIN: 0765-85-0D97
ZONING: R40
USE: SINGLE FAMILY RESIDENCE
Application Approved by:
Development Review Committee
20-DP-6905
02/19/2021-KAHALFS
Town of Cary Development Services
FINAL DRAWING
RELEASED FOR
CONSTRUCTION�noruw.
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DATE:
PROJECT NO.: 16-006
DRAWN BY: GJM/TAL
REVIEWED BY: GJM
SHEET NUMBER:
C3
OF25SHEETS