NCC242381_Site Plan or Location Map_20240805

r -1 I 1-1
,,
-1 -1-,
DEVELOPMENTAL PLAN SUBMITTAL rr,T,�°L 1 1I , l� )I,1k
1 ,��_! 1 , I l L -
a OF 1 -' , I , i
�x' L' SITE 1- t
7e4,P _ 1- s.§r I- TA r O
ROSE PARK MANOR � �=C= _ilJi , _,_
F 1
0 - - �_� - od Lb>n �_ sz
1_ 1_Ge rT71 BdTc
1 _- j- L - _ antral
J W
-- �I seal r ,,,/__./, CI_
f
I _S'.N PTlaylti ra Rd � I Rlb Aid N
•
iFg 1 i x ' I � � ! I7. 498 KILMAYNE DR. - _ __
CARY, NC 27511 1r I-1
�,� =
1 l Y ,,'LA : o0--
J �l, 0 0
VICINITY MAP to
SCALE:1"=2000' L`?
PREPARED FOR: -"
BEACON MANAGEMENT CORPORATION REFER TO SHEET C0.1 FOR SITE DATA,MODIFICATIONS,&REQUIRED NOTES
P AT R I C K T H E I S M A N N A TRAFFIC ALERT ISSUED BY THE TOWN IS REQUIRED FOR THIS PROJECT FOR
Sheet List Table RIGHT-OF-WAY.THE CONSTRUCTION ICONTRACTOR SHAVITIES THAT ARE LL PROPING TO ERLY FILLBE OUTOUT A TOWN OF CARYUCTED WITHIN THE BLIC
Sheet Number Sheet Title 408 BATTLEGROUND AVENUE PUBLIC INFORMATION(PIO)FORM AND SUBMIT IT TO THE FIELD SERVICES INSPECTOR
AT LEAST FIVE(5)BUSINESS DAYS PRIOR TO CONSTRUCTION ACTIVITIES BEGINNING
CO.O COVER SHEET WITHIN THE RIGHT-OF-WAY.THE FIELD SERVICES INSPECTOR WILL FORWARD THIS
CO.1 PROJECT DATA G R E E N S B O R O, NC 27401 FORM TO PIO SO THAT A TRAFFIC ALERT CAN BE ISSUED IN ADVANCE OF THE
CONSTRUCTION.
CO.2 GENERAL NOTES A SIGNAL DESIGN/MODIFICATION PLAN WILL BE MADE AS PART OF THIS REVIEW TO THE
C1.0 EXISTING CONDITION AND DEMOLITION PLAN SIGNALS GROUP FOR REVIEW AND APPROVAL VIA IDT.REFER TO 05-2239 SIGNAL PLANS
C1.1 SITE PLAN PREPARED BY EXULT ENGINEERING.
C1.2 ADA ACCESSIBILITY PLAN MARKING TAPE SHALL BE INSTALLED CONTINUOUSLY AND LONGITUDINALLY ALONG ALL
C1.3 VEHICLE CIRCULATION WATER MAINS/WATER SERVICES/SANITARY SEWER MAINS FOR NEW CONSTRUCTION
AND FOR ANY REPAIR OR RETROFIT CONSTRUCTION USING OPEN TRENCH METHODS.
C1.4 ROUNDABOUT
-
C2.1 _ WATER AND SEWER PLAN ONOTHE S TEEDEVELOPMENT SIDE.WITH DUKE ENERGY TO INSTALL A STREET LIGHT POLE NEAR THE SIGNAL
C2.2 SANITARY SEWER PLAN AND PROFILE ADA CERTIFICATION
C2.3 - WATER MAIN PLAN AND PROFILE I, JeremyS.Anderson CERTIFY THAT THESE DRAWINGS HAVE BEEN REVIEWED TO THE
BEST OF MY KNOWLEDGE AND THAT I BELIEVE THEY ARE IN ACCORDANCE WITH THE AMERICANS WITH
C3.1 PAVING, GRADING, AND DRAINAGE PLAN DISABILITIES 'CT( 'ND TOWN OF CARE STANDARDS AND SPECIFICATIONS,
I
C3.2 STORMWATER SAND FILTER PLAN AND DETAILS ' '��' -"KJ'
SIGNA ENSED ARCHITECT/LANDSCAPE ARCHITECT/ENGINEER
C3.3 ROAD PLAN AND PROFILES
C3.4 _ GRADING DETAIL
C4.1 SIGNAGE AND MARKING
C4.3 TEMPORARY TRAFFIC CONTROL PLAN STAFF MODIFICATIONS
C4.2 PEDESTRIAN DETOUR PLAN MODIFICATION REQUEST:
C5.1 SITE DETAILS THE FOLLOWING MODIFICATION(S)TO THE TOWNS DEVELOPMENT STANDARDS HAVE BEEN APPROVED IN ACCORDANCE WITH APPLICABLE
SECTIONS OF THE LDO:
C5.2 SITE DETAILS 1) STANDARD SPECIFICATION FIGURE 1-SECTION 3000-69. A REDUCTION IN THE MINIMUM K-VALUE ON A LOCAL PUBLIC STREET REVISION HISTORY
C5.3 SITE DETAILS T M# 4554 REFER TO THOMAS AND HUTTON MODIFCATION LETTER DATED JUNE 10,2024.
C5.4 WATER DETAILS
C5.5 WATER DETAILS
C5.6 SEWER DETAILS ____ ____
C5.7 STORM DETAILS F E B R U A R Y 21 STREET TABLE:2024 4 FOR CONSTRUCTION T&H 06,20,24
EC1.1 EROSION CONTROL PLAN - PHASE 1 3 SITE DEVELOPMENT PLAN REVISION $3 T&H 06/06/24
2 SITE DEVELOPMENT PLAN REVISION #2 T&H 05/16/24
WIDENING PUBLIC STREETS 1 SITE DEVELOPMENT PLAN REVISION T&H 05
NIA #1 /01/24
EC2.1 EROSION CONTROL PLAN - PHASE 2 "'ARa• ,,,tH�AR,,,,
J e•''',,. eV•�',. �.Dpp FEBS' .91L NEW PUBLIC STREETS REV. N0. REVISION BY DATE
EC3.1 EROSION CONTROL PLAN - PHASE 3 N..... 9 ��/rt/«(y(/
KILMAYNE DRIVE
EC4.1 EROSION CONTROL DETAILS =*P ii
e 296 LFx2=592 LF
EC4.2 EROSION CONTROL DETAILS °o= NaOIEP - NEW PRIVATE STREETS SUBMITTAL HISTORY
J-31520.0000 a�,,,.. -�y ,�E WA
EC4.3 EROSION CONTROL DETAILS ;' -ANOc", , MI55
FIRE LANES
EC4.4 EROSION CONTROL DETAILS 730LF
L1.1 LANDSCAPE PLAN
L1.2 LANDSCAPE DETAILS ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH
PREPARED BY•
. CURRENT TOWN OF CARY STANDARD SPECIFICATIONS AND DETAILS SITE DEVELOPMENT PLAN 6/06/24
1 OF 1 STREET LIGHTING ARRANGEMENT Town of Cary APPROVAL STAMP SITE DEVELOPMENT PLAN 5/16/24
A2.11-A2.17 ARCH FLOOR PLANS AND ELEVATIONS Development Plan SITE DEVELOPMENT PLAN 5/01/24
AS2 TRASH ENCLOSURE DETAIL SITE DEVELOPMENT PLAN 2/21/24
AS3 GAZEBO DETAIL THOMAS Case#24 DP 6920 SUBMITTED TO DATE
Cary De__opment Review Committee
.7
eview
CAM OVERLAY BOARDS Project
24-DP-6 20mplete
Tow& Approved
of Cary os/mpl an 811 .
THOMAS
Approved Utility Extensions Reviewed for compliance with Carys
development regulations,and if applicable14 HUTTONWater Permit# WP24026 reviewed based on plans prepared by registLHUTTON
Sewer Permit#: SP24026mit#: SP24020 design professionals. \ �
Reclaimed Water Permit#:N/A
By: N.Westphal 2510 Meridian Parkway• Suite 100
Know what's below. Durham,NC 27713
Call beforeyou dig. p.919.682.0368
9 Lw,w.lhamasandhullan.cam

ROSE PARK MANOR
E 498 KILMAYNE DR.
g
TOWN OF CARY REZONING NUMBER: 21-REZ-11 PROJECT DATA
CONDITIONSOF APPROVAL OWNER: LEDSON PROPERTIES OF THE SOUTHEAST
ADDRESS: 49810 KILMAYNE DR.
P- PIN: 076310368033
II
Fr 1.USE SHALL BE LIMITED TO A MAXIMUM OF 84 AGE-RESTRICTED MULTI-FAMILY UNITS. AC A
2.MAXIMUM BUILDING HEIGHT SHALL BE 49 FEET. ACRR EAAGG E: 3 3.24.24 AC
3.ADECLARATION OF COVENANTS,CONDITIONS,AND RESTRICTIONS SHALL BE RECORDED WITH THE LAND USE:
APPLICABLE REGISTER OF DEEDS OFFICE PROVIDING THAT AT LEAST BO%OF ALL OCCUPIED UNITS SHALL EXISTING VACANT
HAVE AS A RESIDENT AT LEAST ONE PERSON AGED 55 OR OLDER.PRIOR TO APPLYING FOR ANY BUILDING PROPOSED AGE RESTRICTED MULTI-FAMILY RESIDENTIAL
PERMIITS,AN OPINION LETTER FROM AN ATTORNEY LICENSED TO PRACTICE IN NORTH CAFEOLINA SHALL ZONING:
g BE PROVIDED TO THE TOWN STATING THAT THE AGE RESTRICTION WAS DRAFTED AND RECORDED IN A EXISTING MAD
FORM THAT THE ATTORNEY,IN HIS/HER EXERCISE OF CUSTOMARY PROFESSIONAL DIUGENCE,WOULD PROPOSED NO CHANGE(MXD)
REASONABLY RECOGNIZE AS COMPLIANT WIT THE FAIR HOUSING ACT,§42 U.S.C.SEC.3801,ET SEO.,AND OVERLAYS SWIFT CREEK WATERSHED PROTECTION
THE NE.STATE FAIR HOUSING ACT,N.C.GEN.STAT.§41A-1,ET SEC) MAYFAIR MIXED USE OVERLAY DISTRICT
4.THE BOLDING ROOF DESIGN WILL CONSIST OF AT LEAST 3 VERTICAL AND/OR HORIZONTAL
ARTICULATIONS TO PROVIDE VISU SAL BREAKS IN THE ROOF LINE OVERLAY: COMMERCIAL CENTER MIXED USE
5.ALL EXTERIOR LIGHTS WILL BE LED.SHIELDS WILL BE PROVIDED FOR THOSE LIGHT POLES IN THE
PARKING LOT THAT ARE ADJACENT TO SINGLE-FAMILY RESIDENTULL PROPERTIES TO ENSURE NO LIGHT USE CLASS: 4
TRESPASS ONTO THOSE SINGLE-FAMILY LOTS
6.THE ROOF SHALL CONSIST OF AN ARCHITECTURAL SHINGLE WITH A MINIMUM 4/12 PITCH. DEVELOPMENT AREA: 3.24 AC
7.THE EXTERIOR SIDING WILL CONSIST OF A MINIMUM OF 40%MASONRY WITH THE REMAINING BEING FIBER SITE AREA IN 700 YEAR FLOOD PLAIN: OAC;FEMA MAPS 3720W8300K,EFFECTNEJULY 19,2022 I
CEMENT BOARD.
DISTURBED AREA: 134,254 SF(3.08 AC)
EXISTING BUILDING DATA:
AREA 2 SF(NO EXISTING BUILDINGS)
MODIFICATIONS TO DEVELOPMENT STANDARDS PROPOSED BUILDING DATA:
UNIT COUNT 81 UNITS(103 BEDROOMS)/80,790 SF(GROSS)
MODIFICATION APPROVED PER REZONING 21-REZ-11 +D TYPE A'UNITS
DENSITY MAXIMUM ALLOWED PER ZONING 25.9 UNIAC(84 UN/3.24 AC) 4 FOR CONSTRUCTION T&H 06/20/24
PROPOSED:25.0(81 UN 13.24 AC) 3 SITE DEVELOPMENT PLAN T&H 06/06/24
1. STREETSCAPE MAY NEED TO BE CLEARED AND RE-PLANTED DUE TOPOGRAPHIC DREVISION#3
CHALLENGES AND THE GRADING NECESSARY TO CONSTRUCT THE EXTENSION OF FLOOR AREA(GROSS) FIRSTEC DFLOOR:20 204SF SITE DEVELOPMENT PLAN
SECOND O IE987S SF 2 REVISION#2 T&H 05/16/24
KILMAYNE DR. THIRD FLOOR::19,967 SITE DEVELOPMENT PLAN
2. THE PARKING RATE IS 0.80 SPACE PER BEDROOM FOURTH FLOOR:19,987 SF 1 REVISION#1 T&H 05/01/24
TOTAL:80,790 SF
NO. REVISIONS BY DATE
HEIGHT 49 REQUIRED MAXIMUM
4T-9112'PROPOSED
ADDITIONAL AREAS AND CALCULATIONS:
LOT AREAS: •�OPSH'ss�YV JO`''SH^�AR�C/ .
MULTI-FAMILY ETITE 1145215E 2coeE o2 ` N -y�
-
PUBLICSTREET 78,7705E A/«EY.(/ •
OPEN SPACE 8,080SF = :*
zo/zozu% = �i. x_.
LINEARFOOTAGES: PROPOSED SEWER UTILITIES Es`r``.•��`` %yF./F �/�2�F�```�
2n MI55 e4),^.74723..0 sd
PROPOSED ROAD 353 L.F. TAPS 1 „ zz S.AN sss
FIRE LANES MANHOLES 3 �� nmm�
WATERLINES 45T
SEWER LINES 314'
RECLAIMED WATER LINES 0 PROPOSED RECLAIMED WATER
TAPS 0
VALVES 0
PROPOSED TAP UTILITIES: AIRRELEASE VALVES 0 THOMAS
WATER TAPS 7 BLOW-OFFS 0
GENERAL NOTES VALVES°R""TS 14 &
BLOW-OFFS 0 HUTTON
I. BOUNDARY SHOWN PER SURVEY PREPARED BY R.B.PHARR&ASSOCIATES,P.A. ADJACENT PROPERTY INFORMATION SUPPLEMENTED WITH AVAILABLE TOWN OF CARP AIR-RELEASE VALVES 0
GlS DATA.
WATER METER SIZE: 3"
2. ENVIRONMENTAL PERMITTING(401/404)MAY BE REQUIRED FOR THIS PROJECT. BUILDING TYPE: RESIDENTIAL 2510 Meridian Parkway•Suite 100
3. ALL IMPERVIOUS SHALL BE DIRECTED TO A STORMWATER CONTROL MEASURE TO THE MAXIMUM EXTENT PRACTICAL. USE DOMESTIC QUANTITY Durham,NC 27713•919.682.0368
4. PEDESTRIAN CONNECTION DETAILS TO BE FINALIZED AT SITE PLAN REVIEW www.ihomasantlhulton.com
PROJECTED SS FLOW: 10,300 GPD(59.1BOR 2100 GPD•22-2BDR x 200 GPO)=10,300 GPD
5. NO CHANGES TO ANY ASPECT OF THIS DEVELOPMENT PLAN,INCLUDING BUT NOT LIMITED TO,LANDSCAPING,GRADING,ARCHITECTURAL DESIGN,LIGHTING,OR UTILITIES (TOC Flowales Per 07010.A.2.b)
SHALL BE MADE WITHOUT THE APPROVAL OF THE DEVELOPMENT REVIEW COMMITTEE OF THE TOWN OF CARP
PARKING:
6. UNLESS EXPLICITLY SPECIFIED IN THE NOTES ON THIS DEVELOPMENT PLAN, THIS PROJECT,INCLUDING ANY SUBSEQUENT DEVELOPMENT PLANS,SHALL COMPLY WITH MOTOR VEHICLE: PROJECT DATA
THE CARY LAND DEVELOPMENT ORDINANCE(LDO)AND ALL OTHER APPLICABLE REGULATIONS AND GUIDELINES.IN THE EVENT OF A DISCREPANCY BETWEEN THIS MINIMUM PER ZONING: 85
APPROVED DEVELOPMENT PLAN AND THE APPLICABLE REGULATIONS OR GUIDELINES,AND ABSENT CLARIFICATION OR APPROVAL OF SUCH STATED ON THIS PROPOSED 88 PARKING SPACES(0.84 SPACES PER BDRM)
DEVELOPMENT PLAN OR OTHER RELATED APPROVAL, THE APPLICABLE REGULATION OR GUIDELINE SHALL APPLY 4VAN ADA
7. THE APPLICANT HEREBY OFFERS AND CONSENTS TO INCLUSION OF ALL IMPROVEMENTS AND COMMITMENTS SHOWN ON THIS DEVELOPMENT PLAN 6 STD ADA
•
76 STD SPACES
8. SIGN PERMITTING IS A SEPARATE APPROVAL PROCESS AND HAS NOT BEEN REVIEWED OR APPROVED WITH THIS DEVELOPMENT PLAN
BIKE RACKS: ROSE PARK MANOR
9. ALL STRUCTURES WITHIN THE BOUNDARIES OF THE SITE REQUIRE REQUIRED 1 RACK PER BUILDING,OR1 PER 50 UNITS WHICHEVER IS GREATER)=2 RACKS
INDIVIDUAL PERMITS FROM THE TOWN OF CARY INSPECTIONS AND PERMITS DEPARTMENT THIS PROPOSED 2 RACKS OR 4 SPACES
WOULD INCLUDE RETAINING WALLS,DUMPSTER ENCLOSURES,AND MONUMENT SIGNS IF APPLICABLE
10. FIRE PROTECTION DURING CONSTRUCTION COMMUNITY AREAS:
THE FIRE PROTECTION WATER SUPPLY SYSTEM,INCLUDING FIRE HYDRANTS,SHALL BE INSTALLED AND BE IN AT LEAST THE FUNCTIONAL STATUS PRIOR TO PLACING COMMUNITY GATHERING SPACE 4 SPACES,980 SF MINIMUM TOTAL(RE:C1.1)
COMBUSTIBLE MATERIALS ON THE PROJECT SITE IN ADDITION,FUNCTIONAL STATUS INCLUDES ADEQUATELY INSTALLED AND MAINTAINED ACCESS TO THE
CONSTRUCTION PROJECT, WITH THE FIRST LAYER OF ASPHALT INSTALLED,IF PHASED CONSTRUCTION IS PLANNED,COORDINATED INSTALLATION OF THE FIRE PROJECT LOCATION:
PROTECTION WATER SYSTEM IS PERMITTED. COORDINATION OF THE WATER SYSTEM WILL BE DONE THROUGH THE UTILITIES DEPARTMENT FUNCTIONAL STATUS WOULD IMPERVIOUS SURFACES: I 498 Kilmayne Dr.
INCLUDE MEETING ALL STANDARDS SET FORTH IN SECTION 6060'TESTING AND INSPECTIONS EXISTING DSF/DAC Cary,NC 27511
PROPOSED 81,937 SF/1.88 AC
I I. COORDINATE WITH DUKE ENERGY TO INSTALL A STREET LIGHT POLE NEAR THE SIGNAL ON THE SITE DEVELOPMENT SIDE
12. THE OWNER OR DEVELOPER OF A SITE PLAN OR SUBDIVISION SHALL BE REQUIRED TO INSTALL STREET LIGHTING VIA UNDERGROUND CONTRIBUTION,ALONG ALL
PROPOSED STREETS AND ALONG ALL EXISTING STREETS, WHICH ADJOIN THE PROPERTY,IN ACCORDANCE WITH THE LAND DEVELOPMENT ORDINANCE ALONG NCDOT CLIENT/OWNER:
ROADWAYS WHERE STREET LIGHTS DO NOT EXIST,A 3'WIDE CARY COMMON UTILITY EASEMENT FOR THE INSTALLATION OF STREET LIGHTS IS REQUIRED. PRFSPRINKLERPROTEI..TIONIPERARPH'.GAPPENDOBI Beacon Management Corporation
Patrick Theismann
BASIC BLUIDLVG DATA 408 Battleground Avenue
Construction Type: ❑I-A ❑U-A ❑ID-A El IV OV-A Greensboro,NC 27401
:ch.cL all that apply) ❑I-13 ❑U-B ❑m-B ❑V-B
Sprinklers: ❑No ❑Partial In Yes ❑NFPA 13 E NFPA I3R ❑NPR;I3D
Standpipes: ❑No 8 Yes Class 8I ❑II ❑In ❑wet❑Dry
Fire District ❑ND NY. Food Hazard Area: ❑No ❑Yes
Special Inspections Required:❑No m Yea(Contact the local inspection i eisdicliw foe additional
procedures and rsapvmeenay ary Development Review Committee
Project Review Complete
24-DP-6920
06/21/2024
Town of Cary eviewed for compliance with Cary's
Development Plan !lopment regulations,and if applicable,
9d based on plans prepared by registered
Case#24-DP-6920 design professionals.
Town of Cary DATUM:HORIZ.:NAD83 VERT.:NAVD88
Approved Utility Extensions
JOB NO: 31520.0000
DATE: 2/21/2024
Water Permit#: WP24026 DRAWN: DAD,MPM O•
rm itale
: CP21026 DESIGNED: ono,MPM
RSewer eclaimedPe Water Permit#: N/ASP24020
REVIEWED: JSA,PBR
1
By:N.Westphal APPROVED:JSA,PBR
SCALE: N.T.S.

9 9-
EXISTING CONDITIONS / DEMOLITION NOTES
0 UTILITY NOTES
EROSION CONTROL NOTES
Ri 7. ENSURE ALL EROSION CONTROL MEASURES ARE IN PLACE AND IN WORKING ORDER PRIOR TO THE START OF ANY DEMOLITION AND CONSTRUCTION.
1. ALL WORK TO BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR WATER DISTRIBUTION AND WASTEWATER COLLECTION SYSTEMS OF THE TOWN OF CARY
2. SEE SITE PLAN SHEET Cl.1 FOR LAYOUT DIMENSIONS OF EXTENT OF DEMOLISHED AREAS. PAVED AREAS NOT INDICATED TO BE DEMOLISHED,ARE TO REMAIN. STANDARDS AND POLICIES. INSTALLATION,TESTING,AND CERTIFICATION OF BACKFLOW DEVICES SHALL BE IN ACCORDANCE WITH THE TOWN OF CARY CROSS CONNECTION
E ALL CONCRETE SAW CUTS ARE TO BE CLEAN,STRAIGHT AND NEAT CONTROL ORDINANCE AND MANUAL.
1. THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SITE UNTIL ALL SITE WORK IS COMPLETED AND THE
Ltl
g 3. UTILITIES: SEE UTILITY PLANS.CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES FOR LOCATION,REMOVAL AND RELOCATION OF ANY UTILITIES. 2. CONTRACTOR TO FIELD VERIFY ALL EXISTING UTILITY LOCATIONS AND DEPTHS PRIOR TO MOBILIZATION. REPORT THE RESULTS TO THE ENGINEER OF RECORD. FINAL SITE INSPECTION IS SCHEDULED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY(CO). THE
CONTRACTOR RESPONSIBLE FOR DETERMINING EXTENT AND LOCATION OF UTILITIES. THIS MAY INCLUDE CONTACTING'NO-CUTS"TO HELP LOCATE SOME FENCING SHALL BE REMOVED IMMEDIATELY PRIOR TO THE FINAL SITE INSPECTION FOR THE SITE.
11 UTILITIES. 3. ALL UTILITY WORK SHALL CONFORM TO APPLICABLE CITY AND STATE CODES.
2. TREE PROTECTION FENCING SHALL NOT BE MOVED AND THERE SHALL BE NO ENCROACHMENT INTO SUCH
4. CONTRACTOR TO ADJUST ALL MANHOLES,VALVES,JUNCTION BOXES,CATCH BASINS CLEAN-OUTS,ETC.,AS NECESSARY TO ACCOMMODATE NEW LAYOUT AND 4. 6"SANITARY SEWER WILL BE INSTALLED AT A MINIMUM SLOPE OF 1.0%. 4"SANITARY SEWER WILL BE INSTALLED AT A MINIMUM SLOPE OF 2.0%. PROTECTED AREA(S)WITHOUT WRITTEN AUTHORIZATION OF THE TOWN.S ZONING COMPLIANCE STAFF.ANY
o GRADES. ACTIVITY(LANDSCAPING,FENCING,OR UTILITY INSTALLATION)SHOWN ON THE APPROVED PLANS IN A TREE
5. CLEANOUTS ON A 4"SANITARY SEWER LATERAL WILL BE INSTALLED AT A MAXIMUM OF 50 FEET APART. CLEANOUTS ON A 6"SANITARY SEWER LATERAL WILL BE INSTALLED PROTECTION AREA,SHALL ALSO NOT OCCUR WITHOUT WRITTEN AUTHORIZATION FROM THE TOWN S ZONING
5. CONTRACTOR RESPONSIBLE FOR OBTAINING ANY PERMITS FOR WORK IN THE NCDOT,TOWN OF CART RIGHTS OF WAY ANY DAMAGED INFRASTRUCTURE IN THE AT A MAXIMUM OF 75 FEET APART. COMPLIANCE STAFF.ANY UNAUTHORIZED ENCROACHMENT OR DISTURBANCE WITHIN THE BOUNDARIES OF A TREE
E RIGHT OF WAY CAUSED BY CONSTRUCTION ACTIVITIES MUST BE REPAIRED TO MUNICIPALITY OR NCDOT STANDARDS. THIS INCLUDES,BUT IS NOT LIMITED TO PROTECTION AREA SHALL AUTOMATICALLY RESULT IN FINES AND THE REPLACEMENT OF ANY DAMAGED VEGETATION
UTILITIES,SIDEWALKS,CURB AND GUTTER,ASPHALT. 6. ALL CLEANOUTS LOCATED IN PAVED AREAS(STREETS,DRIVES,PARKING,ETC.)WILL BE TRAFFIC BEARING AND WILL WITHSTAND A H-SO LOADING. THESE CLEANOUTS ARE IN ACCORDANCE WITH THE LAND DEVELOPMENT ORDINANCE.
14
6. CONTRACTOR RESPONSIBLE FOR REMOVING EVERYTHING WITHIN THE CLEARING LIMITS AND OFF-SITE WORK ZONE INCLUDING TREES,STUMPS,TRASH, DESIGNATED(TBCO)TRAFFIC BEARING CLEAN OUT ON THE PLANS.
7, ALL WATER LINES SHALL HAVE A MINIMUM OF 48"COVER.
FENCING,OR BUILDING MATERIALS. 3. THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SITE UNTIL ALL SITE WORK IS COMPLETED AND THE
8. PVC SANITARY SEWER SHALL HAVE A MINIMUM COVER OF 5 FEET IN STREETS AND 4 FEET IN OUTFALLS. FINAL SITE INSPECTION IS SCHEDULED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY(CO). THE
_ 7. CONTRACTOR TO USE CAUTION WORKING AROUND AND NEAR EXISTING STORM,WATER AND SEWER.CONTRACTOR RESPONSIBLE FOR DAMAGE TO EXISTING FENCING SHALL BE REMOVED IMMEDIATELY PRIOR TO THE FINAL SITE INSPECTION FOR THE SITE.
UTILITIES. 9. POWER,TELEPHONE,AND GAS SERVICES SHALL BE UNDERGROUND.ACCESS AND SERVICE ROUTES TO BE COORDINATED WITH THE PUBLIC UTILITIES AND THE DEVELOPER.
4. TREE PROTECTION FENCING SHALL NOT BE MOVED AND THERE SHALL BE NO ENCROACHMENT INTO SUCH
8. ABANDONMENT OF WATER SERVICES SHALL INCLUDE EXCAVATING DOWN TO CORPORATION,TURNING IT OFF AND CUTTING SERVICE LINE FREE FROM 10. BACKFLOW PREVENTERS ARE REQUIRED ON THIS PROJECT. BACKFLOW PREVENTER INSTALLATION,MAINTENANCE,AND TESTING MUST BE DONE BY A CERTIFIED BACKFLOW PROTECTED AREA(S)WITHOUT WRITTEN AUTHORIZATION OF THE TOWN.S ZONING COMPLIANCE STAFF.ANY
1 CORPORATION.THE METER,IF PRESENT SHALL BE RETURNED TO THE MUNICIPALITY. PREVENTER TECHNICIAN. ACTIVITY(LANDSCAPING,FENCING,OR UTILITY INSTALLATION)SHOWN ON THE APPROVED PLANS IN A TREE
PROTECTION AREA,SHALL ALSO NOT OCCUR WITHOUT WRITTEN AUTHORIZATION FROM THE TOWNS ZONING
9. ABANDONMENT OF SANITARY SEWER SERVICE LINES SHALL CONSIST OF PLUGGING THE LATERAL AT THE RIGHT-OF-WAY LINE ALL UTILITY ABANDONMENT 11. ALL NEW FIRE HYDRANTS,PIV'S AND FIRE DEPARTMENT CONNECTIONS MUST INSTALLED PER TOWN OF CARY STANDARDS AND SPECIFICATIONS.A MINIMUM OF 6'SHALL BE COMPLIANCE STAFF.ANY UNAUTHORIZED ENCROACHMENT OR DISTURBANCE WITHIN THE BOUNDARIES OF A TREE
Fl SHALL BE PERFORMED IN ACCORDANCE WITH UTILITY SERVICE PROVIDER'S STANDARDS AND SPECIFICATIONS. PROVIDED BETWEEN THE FDC AND PTV. PROTECTION AREA SHALL AUTOMATICALLY RESULT IN FINES AND THE REPLACEMENT OF ANY DAMAGED VEGETATION
70. ALL PAVEMENT PATCHING SHALL BE PERFORMED PER MUNICIPALITY OR NCDOT SPECIFICATIONS AND STANDARDS,AS APPLICABLE.
12. FIRE LANES ARE TO BE MARKED IN ACCORDANCE WITH TOWN OF CARY GUIDELINES. IN ACCORDANCE WITH THE LAND DEVELOPMENT ORDINANCE.
13. APPROVAL AND PERMITTING OF THIS UTILITY PLAN COVERS PUBLIC INFRASTRUCTURE ONLY.WHILE PRIVATE UTILITY LINES MAY BE SHOWN HEREON FOR REFERENCE,THEY 5. CONSTRUCTION ENTRANCES MUST BE MODIFIED TO ACHIEVE ADA COMPLIANCE WHERE APPLICABLE.
SITE PLAN NOTES ARE ALLOWED ONLY AFTER OBTAINING A SEPARATE PERMIT FOR PRIVATE UTILITIES.
14. SANITARY SEWER MAIN MARKING TAPE SHALL BE AN APPROVED PRODUCT IDENTIFIED IN CARY"S APPROVED PRODUCTS LIST.THE MARKING TAPE SHALL BE MADE OF 6. CUT AND FILL SLOPES WILL BE STABILIZED WITHIN 15 DAYS OF ANY PHASE OF GRADING.
POLYETHYLENE(OR APPROVED EQUIVALENT)MATERIAL,6-INCHES WIDE AND A MINIMUM OF 6 MILLIMETERS THICK.THE MARKING TAPE SHALL HAVE DETECTABLE MARKERS 7. CUT AND FILL SLOPE THAT IS(2:1)OR GREATER SHALL BE STABILIZED WITH PERMANENT SLOPE RETENTION
I. ALL ANGLES ARE 90 DEGREES UNLESS OTHERWISE NOTED. EMBEDDED IN THE TAPE AND SPACED ADEQUATELY TO PROVIDE CONTINUOUS DETECTION ALONG THE TAPE FROM ABOVE THE BURIED PIPE AT FINAL GRADE.THE TAPE DEVICES OR A SUITABLE COMBINATION OF PLANTINGS AND RETENTION DEVICES. SLOPES GREATER THAN THREE
SHALL BE GREEN IN COLOR AND SHALL BE MARKED WITH WORDS"CAUTION SEWER LINE BURIED BELOW"(OR AN APPROVED EQUIVALENT WORDING).THE WORDING SHALL TO ONE(3:1)SHALL NOT BE STABILIZED WITH TURF GRASS BUT MUST BE STABILIZED WITH VEGETATION THAT I
2. DIMENSIONS TO BUILDING WALL ARE TO FACE OF WALL AT FINISH GRADE.DIMENSIONS TO CURB ARE TO FACE OF CURB. BE REPETITIVE ALONG THE FULL LENGTH OF THE TAPE. REQUIRES MINIMAL MAINTENANCE. WEEPING LOVE GRASS,RED FESCUE OR OTHER APPROVED VARIETY.
J. LAYOUT IMPROVEMENTS FOR THE CIVIL ENGINEERS OR LANDSCAPE ARCHITECTS REVIEW PRIOR TO BEGINNING CONSTRUCTION. 15. ALL UTILITY OR OTHER PIPES,WIRING,CONDUITS,CABLES,AND FIXTURES INCLUDING BUT NOT LIMITED TO ELECTRICAL,GAS,TELEPHONE AND TELECOMMUNICATIONS 8. A TURBIDITY CURTAIN MAY BE REQUIRED TO BE INSTALLED BY THE DEVELOPER IF WARRANTED BY DOWNSTREAM
LINES,FIBER OPTIC CABLES AND THE LIKE,SHALL BE INSTALLED UNDERGROUND,EXCEPT FOR TRANSMISSION LINES WITH A VOLTAGE OF 115KV OR GREATER,OR IN IMPACTS.
4. REFERENCE ARCHITECTURAL DRAWINGS FOR BUILDING INFORMATION. SITUATIONS WHERE SUCH PLACEMENT IS PROHIBITED OR DETERMINED TO BE IMPRACTICAL BY THE ZONING BOARD OFF ADJUSTMENT IN A QUASI-JUDICIAL HEARING.
9. ESTABLISHMENT OF PERMANENT GROUND COVER WILL BE ESTABLISHED IN 15 WORKING DAYS OR 90 CALENDAR
5. THE SITE WILL BE FULLY COMPLIANT WITH THE NORTH CAROLINA ACCESSIBILITY CODES(ANSI 117.1-2009 AND CHAPTER 11 OF THE NCBC)UNLESS AND 16. IN ACCORDANCE WITH POLICY STATEMENT 49,CONTRACTOR TO COORDINATE WITH TOWN OF CARY PUBLIC WORKS DEPARTMENT TO ENSURE ISOLATION OF WORK AREA DAYS,WHICH EVER IS SHORTER.
EXCEPT IN AREAS WHERE AN APPROVED STATEMENT FROM A SITE ENGINEER,SURVEYOR OR ARCHITECT VERIFIES THAT SITE CONDITIONS EXIST WHERE THE PRIOR TO WATER MAIN INSTALLATION.
TOPOGRAPHY OF THE SITE IS EXTREME AND ONLY ALTERNATE METHODS OF COMPLIANCE ARE POSSIBLE. 17. MARKING TAPE/MARKER BALL: 10. THE PROJECT MAY REQUIRE A PRE-CONSTRUCTION CONFERENCE BEFORE THE GRADING PERMIT IS ISSUED.
6. ADA PARKING SPACES SHALL BE SIGNED WITH TYPE R7-80R R7-8A RESERVED PARKING SIGN AND R7-80 MAXIMUM FINE SIGN PER GS 20-3760F THE NORTH CAROLINA MARKING TAPE SHALL BE INSTALLED CONTINUOUSLY AND LONGITUDINALLY ALONG ALL WATER MAINS/WATER SERVICES/SANITARY SEWER MAINS FOR NEW 11. THE SKIMMER AND OUTLET PIPES BARRELS MUST BE ON SITE BEFORE THE GRADING PERMIT IS ISSUED.
HANDICAP CODE ADA RAMPS SHALL HAVE RAMP SURFACES COVERED WITH DETECTABLE WARNING PATTERN PER ADA STANDARDS. CONSTRUCTION AND FOR ANY REPAIR OR RETROFIT CONSTRUCTION USING OPEN TRENCH METHODS. 4 FOR CONSTRUCTION T&H O6/20/24
FOR WATER INFRASTRUCTURE,NON-PROGRAMMABLE MARKER BALLS ARE REQUIRED AT THE ENDS OF ALL CASING PIPE AND AT REDUCERS.THEY SHALL ALSO BE 12. THE STREETS IN FRONT OF THE PROJECT WILL BE KEPT CLEAN AT ALL TIMES OR A WASH STATION WILL BE
7. FIRE LANES ARE TO BE MARKED IN ACCORDANCE WITH GOVERNING MUNICIPALITY'S GUIDELINES. INSTALLED ALONG AND DIRECTLY ABOVE ALL WATER MAINS IN CONDITIONS WHERE MARKING TAPE CANNOT BE INSTALLED DUE TO RESTRICTIONS OR CONFLICTS. REQUIRED. 3 LANDSCAPE NOTE#15 T&H O6/06/24
8. ALL RETAINING WALLS OVER 30"TALL WILL HAVE SAFETY FENCE OR RAILINGS. MARKING TAPE AND MARKER BALL MORE DETAILS CAN BE FOUND AT SECTONS 6070.0 AND 7010.0 2 SITE DEVELOPMENT PLAN T&H 05/16/24
78. APPROVAL AND PERMITTING OF THIS UTILITY PLAN COVERS PUBLIC INFRASTRUCTURE ONLY WHILE PRIVATE UTILITY LINES MAY BE SHOWN HEREON FOR REFERENCE THEY EXTERIOR RAMP NOTES REVISION#2
9. REFERENCE DEMOLITION NLAN SHEET C-7.0 FOR EXTENT OF DEMOLITION AND REMOVAL OF CURB AND GUTTER,DRIVEWAYS,PAVEMENT,BOLLARDS, WALKWAYS, ARE ALLOWED ONLY AFTER OBTAINING A SEPARATE PERMIT FOR PRIVATE UTILITIES 1 SITE DEVELOPMENT PLAN T&H 05/01/24
UTILITIES,AND VEGETATION. REVISION#1
10. CAPACITY AND COLLECT/ON FREQUENCY SHALL PREVENT THE ILLEGAL DISPOSAL OR PLACEMENT OF GARBAGE AND RECYCLABLES. OWNERS ARE RESPONSIBLE - qq STORM 1. EDGE PROTECTION IS REQUIRED PER ANSI A117.1,SECTION 405.9 IF APPLICABLE. NO. REVISIONS BY DATE
FOR MAINTAINING ACCESS AREAS AND WASTE HANDLING FACILITIES AND FOR PREVENTING ILLEGAL DISPOSAL OF GARBAGE AND MANDATORY RECYCLABLES GRADING & DRAINAGE NOTES
2. HANDRAILS ARE REQUIRED ON EACH SIDE OF A RAMP PER A117.1 SECTION 505.
11. FINISHED SIDE OF ALL FENCES SHALL FACE OFFSITE' 3. THE HANDRAILS MUST BE BETWEEN 34"TO 38"ABOVE THE WALKING SURFACE.
12. TREE PLANTING AND SITE LIGHTING SHALL BE SEPARATED BY A MINIMUM OF 10 FEET TO REDUCE CONFLICTS BETWEEN MATURE TREES AND LIGHT STANDARDS. 4. IF GUARDS ARE REQUIRED PER SECTION 1015 OR THE NCSBC,THE HANDRAILS ARE REQUIRED ADJACENT TO THE s„•n������„ r'11C r
GRADING NOTES: GUARDRAIL WITH A CLEAR DISTANCE BETWEEN RAILS OF 48 INCHES,AS NOTED IN NCSBC SECTION 1104.2. ."�•p<HcgRp•''-, ��•••o%'NDSRO�,'/
13 NO CHANGES TO ANY ASPECT OF THIS SITE PLAN,INCLUDING BUT NOT LIMITED TO,LANDSCAPING,GRADING,BUILDING ELEVATIONS(ESPECIALLY COLORS), J O•'CM00' . 9 i
LIGHTING,OR UTILITIES WILL BE MADE WITHOUT THE APPROVAL OF THE DEVELOPMENT REVIEW GROUP OF THE DEPARTMENT OF PLANNING AND DEVELOPMENT 1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL _.eo4 y
5. IF GUARDS ARE NOT REQUIRED,THE RAIL HEIGHT CAN BE COMPLIANT WITH A117.1 SECTION 505.4.A TOP RAIL AT y •
NOTIFY THE OWNER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA /R/3/ ▪ N z i ..
34"TO 38 WITH EDGE PROTECTION AT 4"FROM THE WALKING SURFACE,AND WITH 48"CLEARANCE BETWEEN i$ ,�
14. ALL HVAC SYSTEMS WILL BE SCREENED FROM OFF SITE VIEWS. COMPENSA7/ON SHALL BE PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF THE RAILS,WOULD BE A COMPLIANT RAIL. ' . '� '�_
O
SUCH NOTIFICATION HAS NOT BEEN GIVEN. ).4,'..Q6.120T2024` %▪ y�Tr 'SI]aT]o /�,�•.
15. ALL DUMPSTER AND CARDBOARD RECYCLING LOCATIONS WILL BE SCREENED FROM OFF SITE VIEWS. 1%,NeEa/ Xiy- 0s••;
2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDOT&THE TOWN OF CARY STANDARDS AND SPECIFICATIONS. 6. THE MAXIMUM RISE FOR ANY RAMP IS 30 INCHES BEFORE A LANDING IS REQUIRED. ''"&„46- 55E,••'' ,.AN
16. FENCING SHALL BE PROVIDED AT THE TOP OF ALL WALLS THAT EXCEED 30 INCHES IN HEIGHT THE FENCE SHALL BE DESIGNED WITH INTERMEDIATE ELEMENTS
SPACED NO FARTHER THAN FOUR INCHES APART 3. CONTRACTOR SHALL NOTIFY"NORTH CAROLINA ONE CALL"(1-800-632-4949)AT LEAST 48 HOURS PRIOR TO BEGINNING CONSTRUCTION OR
EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR TO CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES
INDEPENDENT OF"NORTH CAROLINA ONE CALL"
LIGHTING NOTES 4. PRIOR TO BEGINNING CONSTRUCTION,THE GENERAL CONTRACTOR SHALL SCHEDULE AND ATTEND A PRECONSTRUCTION CONFERENCE WITH THE TOWN OF
CARY INSPECTIONS DEPARTMENT
1. ALL EXTERIOR LIGHTING SHALL BE DESIGNED TO PREVENT OFF-SITE GLARE MEASURES SHALL BE PROVIDED TO PREVENT LIGHT SPILLOVER ONTO 5. CONSTRUCTION,MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. T H O M AS
ADJACENT PROPERTIES AND GLARE TOWARD MOTOR VEHICLE OPERATORS. EXTERIOR LIGHTS SHALL BE SHIELDED SO THEY DO NOT CAST DIRECT LIGHT
BEYOND THE PROPERTY LINE 6. EXISTING UTILITIES AND STRUCTURES SHOWN,BOTH UNDERGROUND AND ABOVE GROUND,ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE &
D14
2. CONTRACTOR TO PROVIDE 2"SCH 40 PVC GRAY ELECTRICAL CONDUIT UNDER PAVEMENT UNDER HEAVILY LANDSCAPED AREAS AND AS NECESSARY TO REPORTTEDT O THEWSOWNERTHECSOREPRESOENTATIVE R IMME ATELSHALL VERIFY FILD CONDITIONS PRIOR 70 BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE H U T T O N
Y
PROVIDE ACCESS TO ALL LIGHT FIXTURES/POLES AND CONNECT BACK TO ELECTRICAL SE IN LOCATIONS.
7. SOIL UNDER BUILDING PAD,PAVED AREAS AND WITHIN SLOPES GREATER THAN 3:1(H:V)SHALL BE APPROVED,PLACED AND COMPACTED AS
3. CONTRACTOR TO COORDINATE LIGHT POLE AND CONDUIT LOCATIONS PRIOR TO PAVING. RECOMMENDED BY THE GEOTECHNICAL ENGINEER THESE SOILS SHALL BE COMPACTED AS SPECIFIED UNLESS OTHERWISE RECOMMENDED BY THE 2510 Meridian Parkway•Suite I00
GEOTECHNICAL ENGINEER.ANY UNDERCUT OF SOILS IN THESE AREAS SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER&OWNER.THE UNDERCUT Durham,NC 27713•919.682.0368
4. ALL ELECTRICAL CONDUIT LIGHT POLES AND FIXTURES SHALL BE FURNISHED BY THE CONTRACTOR. SOILS SHALL ALSO QUANTIFIED BY THE GEOTECHNICAL ENGINEER.
www.ihomasandhuttan.com
5. ALL CONDUIT ENDS ARE TO BE CAPPED TO PREVENT ENTRY OF DEBRIS. 8. ALL BANKS,SWALES AND FILL SLOPES SHALL BE NO STEEPER THAN 2.5:1 MAXIMUM. CUT SLOPES SHALL BE NO STEEPER THAN 2:1.
6. ALL CONDUITS MORE THAN 30'IN LENGTH SHALL HAVE A POLY STRING INSTALLED. 9. ALL GRADING MUST PRODUCE SURFACE DRAINAGE ADEQUATE TO PREVENT STANDING WATER OR WET LAWN AREAS,AND TO ENSURE THAT ALL STORM
WATER FLOWS TO INLETS OR OTHER POINTS OF DISCHARGE.
7. ALL JOINTS ARE TO BE SOLVENT WELDED. GENERAL NOTES
10. ALL SIDEWALKS SHALL BE CONSTRUCTED WITH A MAXIMUM 1.8%CROSS SLOPE IN THE DIRECTION SHOWN ON THE PLAN.
8. ALL EXTERIOR LIGHTING SHALL BE DESIGNED TO PREVENT OFF-SITE GLARE
11, CONNECT ALL ROOF LEADERS AND DOWNSPOUTS TO STORM DRAINAGE SYSTEM WITH PVC PIPE. SEE ARCHITECTURAL PLANS FOR LOCATIONS.
9. LIGHT FIXTURES SHALL BE BLACK.
CONTRACTORLICENSED
10. LIGHT POLES SHALL BE BLACK FIBERGLASS. 12 APPROVAL BY THELOWNER AND ENGINSUBMIT PLANSOEER.R LLCONT RAPRACTOR SED SHALLRETAINNG BEWALLS RESPONSIBLE FOR ANY PREPARED BY AQAND I ALL PERMITTINGNCPE REQUIROED R FORE THE AND ADA ROUTE NOTES (APPLIES TO ALL SHEETS)
11. LIGHT POLE BASES SHALL BE OF A BREAKAWAY TYPE PROPOSED RETAINING WALLS ROSE PARK MANOR
LANDSCAPE NOTES STORM DRAINAGE NOTES' FOR ALL SIDEWALKS THE FOLLOWING APPLIES:
12. ALL STORM DRAINAGE PIPES SHOWN ARE TO BE CLASS III REINFORCED CONCRETE(RCP)UNLESS NOTED OTHERWISE 1. SIDEWALK SLOPES TO BE A MAXIMUM 4.89>>.
13. ALL STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH NCDOT& THE TOWN OF CARY STANDARDS. PROJECT LOCATION:
1. LANDSCAPING MUST BE IN PLACE PRIOR TO REQUEST FOR A CERTIFICATE OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE 2. SIDEWALK AND CROSSWALK CROSS SLOPES TO BE A MAXIMUM 7.8% 498 Kilmayne Dr.
14. ALL CONCRETE SHALL MEET A MINIMUM 3000 PSI COMPRESSIVE STRENGTH. Cary,NC 27511
2. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS DEPTHS,QUANTITIES,DISTANCES ANGLES AND SLOPES PRIOR TO ORDERING MATERIALS OR INSTALLING PROJECT. 3. MINIMUM 1'SHOULDER AT MAXIMUM 2%SLOPE ADJACENT TO ADA PAVED ROUTES UNLESS A HANDRAIL IS CALLED OUT.
15. ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH INSIDE WALL. 4. ADA PARKING TO BE A MAXIMUM 1.8%SLOPE IN ANY DIRECTION FOR ENTIRE AREA-PARKING SPACES AND AISLES.
3. IN AREAS OF GROUND COVER,MAINTAIN A 12"MINIMUM DISTANCE BETWEEN PLANTS AND HARD IMPROVEMENTS. CUENT/OWNER:
16. ALL PIPE JOINTS SHALL BE MADE WITH PREFORMED JOINT SEALER, WHICH CONFORMS TO AASHTO SPECIFICATION M-198 FOR TYPE B FLEXIBLE 5. ALL DOORS EXITING THE BUILDING REQUIRE AN ADA ACCESSIBLE COMPLIANT ROUTE TO A PUBLIC WAY.
4. BED LINES SHALL CONFORM TO CONFIGURATION SHOWN ON THE PLANS. BED LINES SHALL MEET CURBS, WALKS,BUILDINGS ETC AT RIGHT ANGLES UNLESS SHOWN PLASTIC GASKETS UNLESS OTHERWISE NOTED. Beacon Management Corporation
OTHERWISE Patrick Theismann
17. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP AND SMOOTHED TO AN ACCEPTABLE STANDARD USING
5 CONTRACTOR SHALL V/SIT THE SITE AND FAMILIARIZE THEMSELVES WITH ACTUAL CONDITIONS AND VERIFY EXISTING CONDITIONS IN THE FIELD. CONTRACTOR SHALL REPORT MORTAR MIXED TO MANUFACTURER'S SPECIFICATIONS. 408 Battleground Avenue
ALL DISCREPANCIES TO LANDSCAPE ARCHITECT 18. ALL BACKBITE SHALL BE NON-PLASTIC IN NATURE FREE FROM ROOTS VEGETATION MATTER, WASTE CONSTRUCTION MATERIAL OR OTHER PLAN ABBREVIATIONS Greensboro,NC 27401
6. CONTRACTOR SHALL ACCEPT ACTUAL CONDITIONS AT SITE AND PERFORM THE WORK SPECIFIED INCLUDING FINE GRADING AND INCORPORATION OF TOP SOIL INTO PLANTING OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE CAPABLE OF BEING COMPACTED BY MECHANICAL MEANS AND SHALL HAVE NO TENDENCY
AREAS WITHOUT ADDITIONAL COMPENSATION FOR POSSIBLE VARIATION FROM GRADES AND CONDITIONS SHOWN, WHETHER SURFACE OR SUBSURFACE EXCEPT AS PROVDEO TO FLOW OR BEHAVE IN A PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING. BOT BOTTOM I 1 GV 1 GATE VALVE RCP REINFORCED CONCRETE PIPE
FOR IN CONTRACT DOCUMENTS
19. MATERIALS DEEMED BY THE OWNER'S REPRESENTATIVE AS UNSUITABLE FOR BACKFILL PURPOSES SHALL BE REMOVED AND REPLACED WITH CB CATCH BASIN HI HOODED INLET R/W RIGHT-OF-WAY
7 IN LAWN AREAS 2"TOPSOIL SHALL BE TILLED INTO THE TOP 5"OF GROUND PRIOR TO SEEDING. SUITABLE MATERIAL.
CI CURB INLET INV INVERT ELEVATION SD STORM DRAINAGE
8. CONTRACTOR WILL OBTAIN WRITTEN APPROVAL FROM LANDSCAPE ARCHITECT FOR ANY PLANT SUBSTITUTIONS OF SPEC/ES,SIZE OR TYPE OF CONTAINER 20.BACKF/LL/NG OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PIPE IS LAID. THE FILL AROUND THE PIPE SHALL BE THOROUGHLY CO CLEAN OUT JB JUNCTION BOX SDMH STORM DRAINAGE MANHOLE / Cary Development Review Committee `
COMPACTED TO A MIN. OF 95%OF THE MAXIMUM DRY DENSITY OBTAINABLE WITH THE STANDARD PROCTOR TEST. ADDITIONAL COMPACT/ON Project Review Complete
9. CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION AND SHALL BE RESPONSIBLE FOR THE PROTECTION OF THESE UTILITIES DURING MAY BE REQUIRED UNDER PAVEMENT THE TOP EIGHT(8)INCHES SHALL BE COMPACTED TO 100%STANDARD PROCTOR. CPP CORRUGATED PLASTIC PIPE LF DNEAR FEET SF SQUARE FEET 24-DP-6920
INSTALLATION,AND SHALL PROMPTLY REPAIR AND RESTORE SERVICES AT NO ADDITIONAL COST TO THE OWNER IF DAMAGE OCCURS DURING INSTALLATION.CONTRACTOR 06I21I2024
SHALL BECOME THOROUGHLY FAMILIAR WITH THE FULL SET OF CONSTRUCTION DRAWINGS AND SPECIFICATIONS FOR COORDINATION WITH UTILITIES,ARCHITECTURAL FEATURES, 21.UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE IN UNBACKFILLED TRENCHES AFTER PIPE HAS BEEN PLACED.
ETC DBL DOUBLE MAX MAXIMUM SS SANITARY SEWER Reviewed for compliance with Cary's
22. SEE THE COVER SHEET FOR NOTES REGARDING IMPERNOUS SURFACE development regulations,and if applicable,
10. CONTRACTOR WILL LEAVE DISTURBED AREAS LEVEL AND RAKED SMOOTH,REMOVING ALL ROCKS AND DEBRIS. DIP DUCTILE IRON PIPE MIN MINIMUM TC TOP OF CURB reviewed based on plans prepared by registered
23. INSTALLATION OF HDPE PIPE SHALL ADHERE TO THE SPECIFCATONS OF ASTM D2321 AND BE CERTIFIED BY AN ENGINEER ACCORDING TO TOWN STANDARDS. design professionals.
11. CONTRACTOR SHALL PLACE PINE STRAW MULCH IN ALL LANDSCAPED AREAS AND TO BUFFER LIMITS(TYP.).CONTRACTOR SHALL SUBSTITUTE A 3"LAYER OF TRIPLE EL ELEVATION MH MANHOLE TH THROAT ELEVAT10N
SHREDDED HARDWOOD MULCH IN LANDSCAPED AREAS WITHIN TEN FEET OF ANY STRUCTURE CONSISTING OF EXTERIOR COMBUSTIBLE CONSTRUCTION.ADDITIONALLY MULCH IS 24. PVC PIPE SHALL MEET THE SPECIFICATIONS OF ASTM F949-93o AND SHALL HAVE A SMOOTH INTERIOR.
TO BE KEPT AWAY FROM TREE TRUNKS. FES FLARED END SECTION OC ON CENTER TG TOP OF GUTTER
25. ALL STORM DRAIN GRATES AND HOODS SHALL BE STAMPED WITH DRAINS TO RIVER"IN ACCORDANCE WITH TOWN OF CARY STANDARDS. DATUM:HORIZ.:NAD83 VERT.:NAVD88
12. ANY DAMAGE TO EXISTING CONDITIONS OUTSIDE THE CONTRACT LIMITS,INCLUDING CURBS SIDEWALKS, TURF AREAS AND PAVING,SHALL BE RESTORED TO ORIGINAL FFE FIRST FLOOR ELEVATION PC POINT OF CURVE TP TOP OF PAVEMENT
CONDITION BY THE CONTRACTOR WITHOUT EXTRA COST TO THE OWNER. 26. IF A TRASH COMPACTOR IS UTILIZED ON SITE,A CONNECTION TO THE SANITARY SEWER AND A COVERED DUMPSTER SITE WILL BE REQUIRED. FG FINISH GRADE PH POST HYDRANT TYP TYPICAL2/21
_JOB NO: 31520.0000
13. IN CASE OF DISCREPANCY BETWEEN THE QUANT/7Y OF PLANTS ON THE PLANS COMPARED TO THE PLANT LIST THE CONTRACTOR SHALL SUPPLY QUANTITIES AS SHOWN ON DATE: SAD,/2024
THE PLANS. FH FIRE HYDRANT PT POINT OF TANGENT W WATER DRAWN: DAD,MPM O
FR FRAME PVC POLYVINYL CHLORIDE WV WATER VALVE DESIGNED: DAD,MPM •1
14. ALL UNPAVED SURFACES ARE TO BE COVERED IN PLANTS,MULCH,OR GRASS REVIEWED: JSA,PBR
75. TREE PLANTING AND SITE LIGHTING SHALL BE SEPARATED BY A MINIMUM OF 20 FEEL GI GRATE INLET RCP REINFORCED CONCRETE PIPE YI YARD INLET APPROVED:JSA,PBR
SCALE: N.T.S.

, 1
WANDALYNNE BROWN RONALD B.HARRIS I PAMELA H.DICKSON ROBERTELWOOD DORTON ' TOWN OF CARY a'
D.B.16176,PG.1508 &HSUEH Y.HARRIS D.B.15204,PG.594 &ANGELA ANTOINETTEBYERS ;I N D.B.2050,PG.387 •■
LOT29 D.B.2612,PG.402 I LOT31 D.B.9917,PG.1489 '� (ROSE STREET PARK) : I2■2
B.M.1960,PG.45 .• 0 B.M.1960,PG.45 LOT 1,BLOCK 'v LOT2,BLOCK o o vn o
LAND CLASS: RESIDENTIAL B.M.1960, -• 45 LAND CLASS: RESIDENTIAL B.M.1966,PG.35 0'o B.M.1966,PG.35 , o
LAND CLASS: RESID Iw LAND CLASS: RESIDENTIAL w "' LAND CLASS: EXEMPT NLe N �`�,-
n O ,.. w' �� .�a
- - y
__—__— ___ � __ _ -a65-_________ 888'0630"- ' - ---- 4
_ 20'UTILITY EASEMENT 8�91 :::74' EIR 0.32' _ - - - {�•\•-�- 11'T UTILITY EAS Ni °90. ' �H _ —
(B.M.1960,PG.45) y .,, -, r E9 10.2_ 48lONEDR IZ• 79.77' •IIU ,,,,,---
EH__ '-- 90.74 (B `,j96,PG.3)' c �\\ ,,,
r,FEN $o PP
CHAIN FEN _ 10249 HAIN FEdOEJED R/R `�t ,NIR ~
n ❑ _—__ 1 1 I /,,EIf2"UNOEF�P ZONED MXD BSYC�`-xe B6 ;'ibld •r
—--— 12�7REE 1 ' p 3a0�7TtE� S88'04'00 E 372.44 R `
3 LIMITS OF , /24""0SYC 12'•SYC 1i�IN 24 YC `-,a 24" ' `T2"SPIN /•
•CHY--__-i8 fPIN ` ic{SYr -41 -IN 7.. .
7
8 il r 30 GUMI♦ / • 15 18ZP1N --____ _ I , `_-' o F DISTURBANCE ' G 3 IPIN 14SYC I/
2 •
TREE PROTECTION .r ,.. • ... ... �� /\� 14-P PIN I 11 1 1 18 P ,i i _ i I i N vYi "'S q,r' "'
, W
FENCING(TYP.) se ' ---- • i I--.---'1', I ,.
r r i' 24 SPIN•18"GUM - - v\ ., 1 _III ,' N89iS0'15"E
g °a; ll-, ♦GU. ' ; II 24'yP1N 18"jPIF--- \ `� \ 1 I-- 1 i •1 ii' /'(' _ __
U L'1q,y2" 1 -- , v`\78"�RIk-- --_-i 11 ,11 �'-" '
. J
•
8 36 IN30` ,1 / /i�/18�GU 4/ TREE T --_ 18"PIIT--,-18"�PIN \ __asr-Ir'i�P^IN fY"'im-M492.1 ` Ny I'r
1 4"PIN ` }}} _ __
SYD ADAWM M.WESTBROOK _ ___-_ __ TREE TO•\` 18 jP�N\ �"I�IM,�i,'AI�IN ,CC,, `^t I,
&C 'STOPHER D.WESTBROOK mil /- `, - - 1 1, DUMPSTFn AR
,�' 4 BE REMOVED INSIDE LOD - '///// & CQOIIJJC. PAD
D.B.1 LOT34 245 18. 69 �, ' ', •24"PIN w ��•) -"-- `. 1 PIN 18,PIN. j / 011ER P • I
„ B.M.1960,P.. %,,19 P49 �`� - B• /d,'/ - ,
LAND CLASS: RESIDENTIAL 14 $•PIW' 244DPIN I'- 'I I i'����"�', it I EX.TREEUNE
CONTRACTOR TO COORDINATE OVERHEAD POWER ` B:T,REE,% ry- 1 24iPIN 18.PIN 1$♦PIN 18♦PIF1i `'� l `r I 1`i r )
' F m /� 24"/"(N`',ei r r (TYP.
' r1PIN/ /24" N ___
DNES&POLE TO BE REMOVED&RELOCATED e" _ __ �' `i'/// - - „
4'BIN __ �' ``I _
SECTION OF CURB TO BE ' /' - 2 PIN •
` X.CONTOURS "' ' 1
REMOVED/REPLACED �OyPIN,' i (TIP.) , i///�
'- ' ' i 18"•PIN 18"PIN Il�'1 /
PROVIDE BARRICADE/ , • ,-� i ,1 „'s
FENCING DURING pe^ 1 110 BUILDINGS/EXISTING ON,SURVEYED - I - ,
CONSTRUCTION / / 1 ,'PROPERTY)z CONTRACTOR TO COORDINATE 6 PIN I ` ,�,`s '- -i r
EIP96 ~- i OVERHEAD POWER O 18 jj'IN/ ` 18� I ', \ i,�\' `�18•pp / 11�
EIP 6,85_----- N28'05.59" 179.73'TIE) V'tr"12"G(1M , i1 f��9roIN w
__--_ P, TO _ 1 •
l PP .aea-' ----- -- 1r.E'` / BE VED `.- P 18jP11L 14 SPIN 24" MAYFAIR P.,AZA,LLC
LINES&POLE -' 8" IN
REfdQ 18 SPIN �� 0PIN sai" s ' 3:PIN i 8 i'' wp__ D.B.10681,PG 2271
x s `24 C _ 1 1 •PIN ----- 30� __= ___-_ B.M.2003,PG.2028 ____ ____ ____ ____
— �>i>� �'k [—[ ���.' 36iPIN �\ ` 24 SPIN _____ _---
R8'7ERR I, GORDONSY,, T 18 SPIN 18 SPIN,, 24�PIN`� -- __- __ a LAND CLASS: COMMERCIAL
SSMH `50'RIGHT OF'i' - , 18 SPIN , 1 •♦PIN \', 4 FOR CONSTRUCTION T&H 06/20/24
TBMELEV=488.20' RIM:483.50 Y 8.a
°. OUT:479.15 a.y'3•M.1960,PG.- ''' — ___- •
cw e62 lI�INLT " FENCE SECTION I, �`Ii'i / '1'I co 3 DEMO CURB EXTENTS T&H O6/06/24
24•V°C °"— " i TO BE REMOVED , ', �c �`,'\I\ SITE DEVELOPMENT PLAN
f— - ' , / s 24�PIM, 34"SPIN '
EIR95 ' r PMENT PLAN /16/24
' I �'�' REVISION$2
TEN OS
SITE ION 91
Q�'��Z61—__�___ N88'03'321W 78001'TIE • , r , ,ROAD CONNECTION: PEr9fCO TRUSfC}yMPANY,COSybOL4N2623,' LA W.LEDSONi i�`I\, 1 REVISION 1 TEN OS/07/24
EIR —�-�------ - •'_\ pr�I 'TO BE IMPROVED-' 24�PIN I D.B 1SSd7 PG.2629 ^, #
T •" "2 C' PIOISy i i' NO. REVISIONS BY DATE
-460 I 4�SY i °'e. Lljt A Recombination
ofPC.121614 Ma pZt
SECTION OF CURB TO BE ns: _-- 18 SPIN �� i
REMOVED/REPLACED 4is' t�1$jPlM---- -- _____.an._____-_AAA--- 18 FIN ,1 PIN:0761TBarK9 I // 1'
I1 \ 15 6IN--__ 18"PIN 8,290 SQ.FT. 1B'PIN • 12ipiN
-o • .' OR Mt.PIN z 1 13•PIN
EX.FIRE J 18tiPIN 10 SPIN M IICAR„�
H RREMAIN d. Ig______ `12"♦PIN a ''o - - p o•SH CAR"',, ,,..---SN,._.----'.'.
` o- _______ _ , 15"•PIN 6"PI 1 PIN' 12"�N %' 1\'
,_ 18•SY�'♦ ���PIS 12°♦PIN B••�IN B:f�IN , , 'c Or._ 18 PIN _ •18•PIN , 6"TREE
'° .) 12�PII1`18"PIN
m PIN , • -- 12"PI "PIN QP1N-�12 PNPI 2.o NP8"GUM "y - (; il�_ e1 12"PINT "•INN 24"'I;••Z4" p__ I,BjPIN --4 'DN' 4PIN• --. - •2"GUM818WGUI ��� -r `cfEssioti y'� N9r `� 24� 1 :a ':
D'I �` I *G ti 2r
z r , r ED TO' M1 PIN ' --___ , -______ EE =�t.¢6/zo/zozY, ,�' zo/zoz�Z�
FFo�pp( �t� �17, TR P-;'
`rs 1 __ T2"PIF! I N893703"W 124.89' �u a _ ;EIP 11 ' '/ lyI SIN ` c;:ha1uE;"% "%y�.y. �Q-
`{ 18"♦PIN • i 1 12.4'1�( 1e /,, ,c3•„�,.
1 ---12�'PRT'PIN--LMP N89'50'305W 125.40(R 04 n a ' 1 1 I _ 12 jPIM ?B"Gl '",FG M75sfno` n„-'n�m
. PIN ,18�PIN 1 /I 18•PIN J 'TRH---- 47).98' 12'"s21,'"-. MF�NS�PI "�l
-475 _ I 8 NS PI 1 R,`_`:"‘PIN 11 '12♦P f� • 'R'� 1g'y •-l'IM 81$ PIN
I
AN/SAC.' EA /4.I 0 WESLEYCLAYTOR E ,I PP' ' I 15 Plt, + g1 ' N -r ':-1 ?58DR(RT ---
• y
I a 477.98 p1 CREPE-MYRTCEJREE3 89
f �p L'
•r R &LING GUI &CHR/STA CLAYTOR tr7a ( ,, 'I�18.PIN • "LiN �4"�OAK Qc p EXN 3N f •!m _ -
_ - L. )•,''T7 60
D.B.12394,P. 731 D.B.6634,PG.102 I D.B.15937,PG.1 rr - 11 ddd I'1 --____ > '78P ` - p -.vi'--- "` ��•�P i THOMAS
I LOT 44 LOT 45 - //( r �N89"3'0.B.M.1960,PG.45 - I r -- 'UMPSTER
-/ S: RESIDENTIAL r 1'1 / ' / I H HUT TO Ni
`v EE -_r 1 l l r , 18 SPIN[ CONCRETE o
I I
$ II ---/ i'i i i /1 ',---i, 8 GUM i 1 mL 10 SPACES y4-
IO Y°v'/15"PIW'�� 1$" Ir4/ I, - 2 J 9 2510 Medullar.Parkway•Suite 100
/]'o i ,5/ N .''/i,//r/il ' B"66/PIN4'' Y
_720.00'R 87 74 g+ e / ^ /s�/ q'/rr/r,i, 18 Durham,NC D713•919.682.0368
(�_— r485.19 "� / / ] IN .m 6"Inf. I •PN
4&5*El
-- 1 $g' , s 10 �- 1'{"PIN• :"PI I www.thomasandhufton.com
e n9.95(i)(ilE) EIR }EYF'-;--r-+=-/47G. 8 �-'- 7g�,1(/ - _ 'C .46.8.81 9(0y,/,',2 y 124"Pltd\
176- _ _ _ EIEI 'P_2C>' I�(T Eq ME�j' i YfR /`4v/7" .1 W`.00'Tl ' —� --�R . a. Q o j/ / j// /// 99
- 1 (Rf -/S88'08'07"E 18" YC .''•
J.2E (B.M.1050.PG.45) 1MT n 12.
/ 1R 4„ / N
---------+ _ _ ,15"T"'til �,I _6 E ;�, "PIN.' ; 4�PIN, ,;;; "�l�,�L%' %'/% �'` �I W o/ EXISTING CONDITION AND
-'-4e4_.' 1 /, - - -- .L7ReE �� 'r '/f/ /7,/1,r1PIN • 8• m DEMOLITION PLAN I / ' -'- l- .'1$�PIM%%!ij�,�',j/ /,r9T 1" -IN• f GRUPROPERTIE$LLC LEGS,LLC I
-483-1_ i / i ' ' ! , _-' rlo/ 6-'� 65"RjN�' •/ D.B.15747,PG.953 _ D.B.1325B,PG.2207
1/ / / / / 24�G1f4Ki/ ''''� // ` v" Q'I 'm -
_ r 1��p1W' 1§'�3rC/' /' 18SPIN �Irl ` 115P, N / LAND CLASS: COMMERCIAL D CLASS: COMMER
-, 7 - / / A8" IN ' , ' �' /24�SYC //'�/'/, 18 4 d4'�---', ��, "'/
BROWN _-- .:-__4en _ ''i , •� / P : ii'i,'r ,I nrrr�'/r g^-9 /
2LG048 -�-I ,--- 24`.' 1 ' LARD PASS: ISDEN(UN(�, , P'24bPIw/;'/'/,'//'/;/r� 18,P,fl '<,7 /Aze"'_I• ',10-G� $., M -/�� / - ROSE PARK MANOR
za4 �IB'�PIN / r 2/w 6�PIIe EX.FORM ////////' --__— 1111,,II,,I`0,� I'
-- _- - M LC//� //
�.7ez of-1-T IN - ' ,I y PIND_.NAGE R1PRAP ii///'%//( I I 1 s , /�//�///
N 1B jPl� I ',, • „ BE REMOVED/ I I, $.I Ap 1111`,,�,, /
Vil15 PI ' i / I i n c 184PIN i'I I A(AP8"9REE 12 1�, .. I - --18 1'1 `a6
' r I /24 W1 1,:"
, i I(✓11 _ __ 'RR,••, s ��1: s1 1
�•�,(� ' - �. I-.`I I',,•s i I . - 5 RIPRAP
e.PIN rt•'I 4-- �' ' .,, _ ),i:;`- 2===___'_-_, 11///,'IN ` `,_11- , '-, -" TO BE REMOVED PROJECT LOCATION:
B:PIN - 24"U 1 "f�IN / ' / ___IV' ,RE-m-aEO-_ 1 1a* TTCods �`r��P - J0"
'Y 1f 1T"•SYC/ PE ANENT r•.INA MEN - _ `-` L5.•`P-IR 498 K'Imayne Dr.
2 PSM`tnIPII•. 1 IN ,I; 443�11179 PG • �-.t-4-- _ _ I U SIDEWALK& Cary,NC 27511
0
5♦yp
_Al, 12iPIN 21PIN / I Ii I '12"GUM,Ir1$"PIN', I_� R��E. ,� - CURB/GUTTER
6:GUM UUNCItt EASEMENT 1 1 I '-- 4600 - B'p19�79EPGa$ I - q69- �..
'ggGGII11µ,� pa 11s79'PG.16�T 1 - _ -- _r )--?R 6. z0 -I ' TO BE REMOVED I !LIENT/OWNER:
]2_PIF7• `I l 1,5.PIN _-_1-i PPNb 4727 i4- __ s„p_�µ [ Semen pora 1 N 2"PIN [ n - `" eacon Tana t Car ton
6 ti o' 9 ��.�� `::�� 'kw _ /�_ atrakrneemannIR.. -12'•PIM" '' dI' �smai,eai "4I���[r�.��,/'• `4M/1.78
--- -- EJ RP�I@AM n SIDEWAL, F :Mf$ )• i 1-- '� - nrM - ------------ Greensboro NC 27401e- - _�P /1\i
EN08 Battleground Avenu
475-- _ fi p
EXISTING SIGNAL POLE AND PEDES N CROSSING —_� EX.36"STORM- `—.��- �36 RCS CB 36°M CB SU_ ]sow
(• PIPE TO BE '�� GR 471.21 GR 4 1.01 GR 471.03 (,r BUT 46.16 ,r- GR:471.48
TO•BE RELOCATED PER SIGNAL PLANS(BY OTHERS) _ -- _Al BOT46a2t s •�V..��wuT/LI BOT.464.5t_ BOT:465t BOT:465.5i 899
SIDEWALK SECTION N _ N a <1-� 476.51
as x-` TO BE REMOVED W J -_T 5899 en83
ni_____47.6_,4,
m \\ - " f-- 9P 83
•
�a — — — — `) �� • s vy EXN \
—� -- 30 0 15 30
_ / I R '' GRAPHIC SCALE:
r N/OS MAYNARD ROOD(SR 1415/
11
--- ` -s>PROJECT 70/00121 1_,,.
W m
/ .se 1 INCH =30 FEET
reo°nu
ms,
A I \` ,, a�5 1 �w ," '� PP,--."
p ,,'—' I pp Cary Development Review Committee
A
_�•- a __ __—__—__—__—__—__—__—___ Protect Review Complete
/ ---, DATUM:HORIZ.:NAD83 VERT.:NAVD88
-�- \ ,1 24-DP-6920
EXISTING SIGNAL POLE AND PEDESTRIAN CROSSING 06/21/2024
ePP-------------- L1:-
\ �`__�/ / JOB NO: 31520.0000
i, TO BE RELOCATED PER SIGNAL PLANS(BY OTHERS) Reviewed for compliance with Cary's DATE: 2/21/2024
\`\ a \ AMERICAN PROPERTIES HOLDINGS LLC
I STRIPING TO LAND CLASS: COMMERCIAL development regulations,and if applicable, DRAWN: DAD,MPM
BE REMOVED.REFER reviewed based on plans prepared by registered DESIGNED: DAD,MPM
`c\ TO PAVEMENT MARKING design professionals. REVIEWED: JSA,PBR C1.0
AND SIGNAGE PLAN APPROVED:JSA,PBR
FOR NEW LAYOUT SCALE: 1"=30'

y N89'30'15"E I
WANDALYNNE BROWN RONALD B.HARRIS PAMELA H.DICKSON ROBERTELWOOD DORTON TOWN OF CARY a
77 D.B.16176,PG.1508 I &HSUEHD Y.HARRIS D.B.15204,PG.594 &ANGELAANTOINETTEBYERS C D.B.2050,PG.387 =. 50.85'
LOT29 .B.2612,PG.402 I LOT 31 D.B.9917,PG. 1489 O q (ROSE STREET PARK) C 2
B.M.1960,PG.45 LOT30 B.M.1960,PG.45 I LOT I,BLOCKB 2 LOT2,BLOCKB N O 14 o b
o LAND CLASS: RESIDENTIAL B.M.1960,PG.45 - LAND CLASS: RESIDENTIAL B.M.1966,PG.35 ZO O G.M. 1966,PG.35 '1 N .
LAND CLASS: RESIDENTIAL LAND CLASS: RESIDENTIAL N N LAND CLASS: EXEMPT LAND I >;a v CP
- - _ _ - S88'06'30"E 3 2.44'(T)
E-11 - 20'UTILITY EASEMENT EIR " EIR 0.32' - - - - 10'UTILITY EASEMENT ,
'^ 89.74 OFF-LINE 10.26' (B.M. 1966,PG.35 mo
- - (B.M.1960.PG.45) CHAIN FENCE - 79.77' EIP, _VD FENCE ) - - - - --El
90.14'
�, CP CHAIN FENCE - /1 EIP 102.49' „RAIN FENCE ,,,PP
NIR RE: C1.3 FOR FIRE TRUCK/GARBAGE TRUCK
O �� & °�ao VEHICLE TURNING MOVEMENT
i UMITS OF 30"CURB&GUTTER LL
g DISTURBANCE ,,,! I` I SEGMENTAL RETAINING /
(TYP) ( .) I m c W I m WALL DESIGNED
�r q _- -- - � � a rq\1 -. >R I BY OTHERS
b TREE PROTECTION CIz & n -n�q n '-4tv°-°-°-.°- m@-°-°-°-q-gP \J a
6 FENCING(TYP.) 3 -',m- mi I r 10"4U/CbNG SETBACK V m m 11 PP
Iz ,I O I N89'30'1"EI
�- r 9
m
��
= c I o -, 70'BUILDING SETBACK - -
W
7� LANDSCAPE ASPHALT PAVING SILVA CELL/ ��m
�• ( W b m�' g REFER2OON
I _BUFFER( ^o _ _O �O7, N--
DOK 20' /I TO ADJ Y ® FUTURE
13
LOT 34 \.I a EASEMENT Q
", B.M.1960,P_. -
LAND CLASS: RESIDENTIAL F I 78,_ 1 PERMANENT SLOPE&CONSTRUCTOR
LANDSCAPE ISLAND - I O O h EASEMENT FOR FUTURE CROSS
.� 9 O8 ACCESS CONNECTION
30"CURB AND GUTTER �, '/ PR/VA7E WALL IDENTIFICATION
�."�I Y`DI'N ANCE 8 r--- 11
�I NUMBER(TYP.)
30"MOUNTABLE CURB ��' mill- N 7��° __�5�- t-y 8 f _ ,
_ 12"CURB 40
, /i ■1I_
• --_ 4 r\ CONCRETE STEPS
y
EIP 0-- N88'05'S9'W 179.73'TIE A / `���`v! j n n g g y g - g TI
/ WITH RAILI i, - - - __ 033 b, 00 °j10 MAYFAIR PLAZA,LTC
g YYYu4�NN
I rn��0% L. yD.B.10661,PG 2271
E E za c E E � 7 Wed ��. SI n E A K mi.
- �I��F 11110211 B M.2003,PG.2026
r _ _ ��� -,�,._�®l'1'11li,LL'����� LAND CLASS: COMMERCIAL 4 FOR CONSTRUCTION T&H 06/20/24
GORDON STREET . - _ _ -/���j
SO'RIGHT OF WAY 1.98% I`T, - •• �� - 6 I'�
I���y n O ���I1.' AREA OF RESCUE SITE DEVELOPMENT PLAN
B.M.1960,-PG�� _ - 11 I�.�
e:,r14:,.ii
'� ASSISTANCE PER 3 T&H 06/06/24
�j .l ,I'f REVISION#31. f- ,`. R7 BcBFRO$ SED8U �.,r, - ( WALBYOTHERS T LANDS `TI I YNCDCSECTION1009.724N/C 1 SEGMENTAL RETAINING SITDEVELOPMENT PLAN
I�- RI 2REISIOV#2 &H OS/16/24
EIR f�� 141%
r� N88'033281 0.01'TIEL - _ // (12)18 _ -ll 1 ®1
/ R7-8(12)18 11N ILA :ems Le AREA 1 SITE DE ELOPMENT PLAN 7&H OS 01 24
., n T T R7 8(,2),e III III I REVISION#,
,�I �y! r y R7 BP(,8)9 .�10n�, �til rL+G'4i1 LN J�A'IJ I� R7 SP-(,B)9� ■��up Illlhll
8 - UTILITY 1- Lf - '��tl ,;. .' 1 I„ 511F'c 4°I 1 IrP7. ` NO. REVISIONS BY DATE
CONNECT TO II c` y I J.4 I EASEMENT -`-' I�.-;PROPOSED BENCHES I� I a N °aIICC �I1" 4.10f ITC I I N
EX.GORDON STREET l,�\ �I �m V IN 250 S.F.GATHERING SPACE m i.r �L E I MO iL Ta Jr,�I BUFFER
PAVEMENT AND CURB 1' �+ I I �� ���� - t�� PROPOSED BENCHES
• _ �M *d11111— M I, IN 150 S.F.GATHERING SPACE
.wI1 �� ^ _ _�� -_- •�� --_..- -, - -- la ....,SHCAR". �o°�SH11._..�C/ .
m III■,, \� 11 iz����i'IC �_ ■�F,��1 ■■ 6 lO CAR
CURB RAMP , W' �� P I r M1 I .`�=o�.Fes'sio .� N
a, �' 12 CURB RAMP - �����������w CC�t� iL ,'��l�.�,����.����.��®P9 - I CONCRETE.WALK ° a•�y s 9
SILVA CELL/SUSPENDED PAVEMENT P '6 .1 ^� I=
PROVIDE REBAR PINS(BELOW SIDEWALK)AT ALL 4 CORNERS OF II • ,T•- 61 I EXTERIOR GRILL IP�`0 — ?Imo` J)r�} - 1I� (T�•) � • *G
THE SILVA-CELL AREA FOR FUTURE LOCATION DETECTION �1 �� —" 0-0-� m - - PROPOSED BENCHES �0®�4 Imo• p-.= zo/zoz
1 , 200R 1 I PlII 5 "D:w.L / I- =�.. p - lki"?,,,,,,,s2.TATis,(PROVIDE LOCATION ON AS-BUILTS) - 'Jy _ "N89'37'03•W 124.89' EIP IN 250 S.F. I - JI ( SEGMENTAL RETAINING %cy'.olueE,TYP.FOR ALL SILVA CELL PADS IN IL ' ir3��l rapL� InI ' I `', ``GATHERING SPACE /�- - WALL DESIGNED „@Mlssf�o°
( I I 1 illif 1 :I r I-I LMP ` _ .• BY OTHERS ,,,,n um
PROPOSED VARIABLE �j ■ 9 IL.
42"ORNAMENTAL _ I+
WIDTH PUBLIC . I _ ®�• a:i—
ROW I,•' ■ ' -__ FENCE RAILING I I.�I P
a; I�
ANISA C. EA MOWN GUO WESLEYCLAYTOR I. I ,a ^j N -1P
&WAYNE P. R &LING GUO &CHRISTA CLAYTOR
I / ■1 IO II l 6.....11
BUFFER a °-cam.- - m-m �±�- - ,.� IP
D.B.12394,PG. 731 D.B.6634,PG.102 D.B.15937,PG.1300 1 III - `
I LOT44 I LOT 45 '� �__, 1111
1 I� TII- N89'.3'O6'W 157.98' THOMAS
B.M.1960,PG. 45 B.M.1960,PG.45 ,+�I I `r __ II y_ DUMPSTER
LAND CLASS: RESIDENTIAL Ifl I 11 11 I 1 I `RE: ARCH
I, II - FOR GAZEBO
. ��Ili __=II I (GATHERING In H U T T O N
ar 11 _ SPACE 330 SF oL 10 SPACES
SEGMENTAL RETAINING C I 1 ` 11-J_-I----II l i . STUB TO) SIDEWALK
WALL DESIGNED I /I`,r, VI r J STORMWATER CONTROL PROPERTY
DJ 2510 nneridian Parkway•Suite l00
BY OTHERS _ [�raY STRUCTURE AND ACCESS
N RETAINING__m I:I �/ / IIII•9
200'q RE: C3.2 FORa EASEMENT mDurham,Nc zn13 919.662.0368
_ WALL/(TYP.) SCM
www.thomasandhutton.com
_ EIR EIP 20'UTILITY EASEMENT 588'08'07"Eb 6.11'(T) EI. . I/� I RE: C4.1-C4.3 FOR (, I Q % j//
7' o S88'0807E TRAFFIC CONTROL
IIIPi
3.78' - (B.M.1960,PG.45) 66.16 EIR38.82' �u- _ - - 11 -.-•_isI1 RE: C3.3FOf2 Iw / a SITE PLAN
•I ROAD PROFILE /•REFER TO TYPICAL SECTION ON ■ I It
I I FGRUPROPERTlES,LLC LEGS,LLC je ...,"
D.B.15747,PG.953ID.B.13258,PG.2207/ mSHEET 9/C5.3 - EETSCAPE ■ I� I LAND CLASS: COMMERCIAL / / B.M.1990,PG.196 �
I • Iir
� / D CLASS: COMMERL^�K� PA-
�EROWN RoWN
RAFILAMI - I q _5 w 5' I I L 50'STREETSCAPE VARIABLE WIDTH STORMWATER EASEMENT j -
,D LAND CLASS, RESIDENTIAL I I �_ /I
ROSE PARK MANOR
- �� �I 16." 20' > 0CURB&GUTTER /
T7#
.PG.792 _ ///
w . r*1
PROVIDE REBAR PINS(BELOW SIDEWALK)' Y J rc ,t REFER TO SIGNAL PLANS(BY
C I AT ALL 4 CORNERS OF THE SILVA-CELLI L I I OTHERS)FOR RELOCATION AND PROJECT LOCATION:
_\_____L
AREA FOR FUTURE LOCATION DETECTION 0 18 11' [1/4'
TIMING FOR NEW SIGNAL HEADS 496 Kilmayne Dr.
(PROVIDE LOCATION ON AS-BUILTS) IPERMANENT•'.INAGE EASEME T_ _ ■ I c�. IICary,NC 27511
(TYP. FOR ALL SILVA CELL PADS IN PDE(D.B.1'9,-PG.„31♦ �I EMM - PERMANENT TRANSIT
UTILITY EASEMENT ROW) 10':CPI ■ •�_r I B I EASEMENT(PTE)
(D.B.11979,PG.16) / o �'Ir �',IWA �� �. 32' CUENT/OWNER:
pp EMM L7b vai•z?i'' /'/.Pf �, 9, H0rK711/ '�'4. �r� t EMM
FB
Beacon Management Corporation
9 - 1- Patrick The'smannn porn
EIR LID FMM LB SIDEWALK EMM mil I I I I I I �I'���`t EN�- groan
„„.���..��'� ee Battleground
NC 274�inue
PER ANENT
WV (UPE)EA•EMENT '"
�p � _ .REFER TO C0.2 FOR NOTES.
PiP Lou ilil w G CONNECT TO m ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH
EXISTING SIDEWALK
man
-- ( ) CURRENT TOWN OF CARY STANDARD SPECIFICATIONS AND DETAILS.
30 0 15 30
_ - -� APPROVAL STAMP C
STREET TABLE:B-I.= w m GRAPHIC
NCH S
r= 30 FEET
MIN
RI '@ /- ! AR :::TLF
CaryDeReommitteepp jew eteDATUM:HORIZ:NAD83 VERT:NAVD88
20757' 06I21I2024
_ /STREETSCAPE� 25 POSTED SPEED LIMIT Reviewed for compliance with Ca s
lbwP rY' JOB N0: 31520.0000
PP \ 9 / REFER I.
development regulations,and if applicable, DATE: 2/21/2024
TO PAVEMENT MARKING FIRE LANE p prepared y g DRAWN: DAD,MPM C
AND SIGNAGE PLAN ERICAN PROPERTIES HOLDINGS LLC reviewed based on laps re ared b registered
I FOR NEW LAYOUT FOR
LAND CLASS: COMMERCIAL 730 LF
design professionals. DESIGNED: DAD,MPM
\ I / REVISED STRIPING REVIEWED: JSA,PBR
APPROVED:JSA,PBR
SCALE: 1"=30'

WANDALYMVE BROWN RONALD B.HARRIS PAMELA H.DICKSON I ROBERTELWOOD DORTON TOWN OF CARY ;;
D.B.16176,PG.1508 I &HSUEH Y.HARR/S D.B.15204,PG.594 &ANGELA ANTOINETTE BYERS :-4,:'IC D.B.2050,PG.387
LOT29 D.B.2612,PG.402 I LOT 31 D.B.9917,PG. 1489 0 (ROSE STREET PARK) `? 2
B.M.1960,PG.45 LOT30 B.M.1960,PG.45 I LOT I,BLOCK 2 LOT2,BLOCK N O yN
k LAND CLASS: RESIDENTIAL : B.M.1960,PG.45 . LAND CLASS: RESIDENTIAL B.M.1966,PG.35 N O B.M. 1966,PG.35 y
LAND CLASS: RESIDENTIAL LAND CLASS: RESIDENTIAL LAND CLASS: EXEMPT LAND I s,a
w w X Qo
Z — - _ _ w I
a,y
_ °Mill —
10'UTILITY EASEMENT - �'
a 9_ _ _ 20'UTILITY EASEMENT EIR " EIR 0.32' (B.M. 1966,PG.35)(B.M.1860,PG.45 OFF-LINE o
_ IIIII\ - -) CHAIN FENCE - EIP, yrD FENCE _ _ - - ,.,�
CP CHAIN FENCE - • EIP . LHAIN FENCE T, NIR
YYr.• w r
RI J
ow
pI �, m ,; I
_ L
o=3 w I io
O
4£ I z G SETBA
FYI _
"4U/C/N
CK
O
a
I 10'BUILDING SETBACK
0
I 'j'
g BUFFER I IR, / _ it 'a" CP
1
SYD A DAWM M.WESTBROOK • ISO 20' � --_aw -- � �
&C ISTOPHER D.WESTBROOK i
I� PUBLIC O - gO ^ ® 20' i_ �.
D.B.14: 245 ^1 ACCESS 8 ADA 2 Li I )'
LOT34 I EASEMENT
N la - ' PARKING SPACES zri
LAND CLASS: RESIDENTIAL n
I I I ® I
{ O u O
PR/VAT,
'/ t.� 2-LANs 2 ADA
---1 y4,�,ITRANCE 5' 8 f__ 8' I ®PARKING SPACES
CI
r i'
EIP ::.���/� o�.y OR' a T
�- EIP . „inn >j a�' I> g — A I. (, g g 10 ,A
0.33% �0.00% rl MAYFAIR P.,AZA,LLC
026
24'V/G {!�� , ,. r===�OC�CN/Z»OCCCt=3� °'a,�l P D.B.10661,PG.2271 ___ __ __ __
r.a Li, W ■911111
I r��'L"'�"r'`' _ t�. B.M.2003,PG.COMMERCIAL
GORDON STREET 17 - ■■ —�; _ C w LAND CLASS: COMMERCIAL 4 FOR CONSTRUCTION T&H 06/20/24
-50'RIGHT OF WAY1 987��•\�1 wow mism- ■■
B.M.1960,-PG 45 !RI!:
�, \ �24N/C el
AREA OF RESCUE�� F i © 1 - ROSF PARR h. O J► �� es ASSISTANCE PER
( ) - it �' NCBC SECTION 1009.7
AL
�-- 498 KILMFlY 1 � SITE DEVELOPMENT PLAN
f , ,�� r \ R7 8`yB FFOpO�rD 6U r� ��I�1 IL UR-•.� r �"II[� F z T&H
pr) r �°' REVISION#2 OS/16/24
EIR /�/ 1218 81 IN m e rrl'r C '�I 1 SITE DEVELOPMENT PLAN T&H 05/01/24
/Mi m e1J LSe lu r el If #
R7 8(12)18 REVISION 1
T R7 B 1218 1111111
UV ■ rC y R7 8P.(18)9 IOTAI_ FLCOF2 ARE � O�a'�I/`,�y �nmll�� I I
` ��' � n _ S R7 SP-(18)9�7 �1 Hn �pl 4 qt-IyA NO. REVISIONS BY DATE
n 86 00� 51 �I
I
",, , 17I III11 M ,,I, -• - _ ,' II'.I�. ;_,L 11 = Irh.Lal a_:��I f_rt LIz j :1
VII :PM
II�� 1I � -,: om -••_ •.o°tH cno'. ?�SN,.._..RO��
CURB RAMP , WJ
I j1 ^. 31=E17C=Z]C=]CC CTITCTi� T -� lip
1. I " 9
.�•=o,ape" 'Y.y �� N
I n, CURB RAMP _J [_] .I]C[=7C=]�[=]3 1M L� �I'
om _ '
20 NI,CL�';�'[.7= I ul Igo E -F
.11 r
zN/zoz4: o=c
i. II�• EIP . I ty,......1f E.^y1�,.�� ,.y z.../ f,Q'p.`c
LI1
® � IN
�I
B ® • EIP c,I it) -I�
TEIP
ANISA C. EA XIAOWEI GUO WESLEYCLAYTOR 1. nl ip. TIP jC�J N -I —
&WAINEP. R &LING(AUG I &CHRISTA CLAYTOR 47 ' BUFFER m �� IP
D.B.12394,PG. 731 D.B.6634,PG.102 D.B.15937,PG.1300 __ THOMAS
LOT 44 LOT 45
B.M.1960,PG. 45 - B.M.1LOT PG.45 I r ik yr/ r DUMPSTER ��••
LAND CLASS: RESIDENTIAL j ', &
aIi ' i oI 10 SPACES
H HUTTON
~ I Fi r 2510 Meridian Parkway•Suite 100
I /� II i; 200"Ij m Durham,NC 27713•919.662.0368
— - - - - m - - - - I ' / 1[,1 I _ www.}homasandhatton.com
EIR EIP 20'UTILITY EASEMENT X Y'
(B.M.1960.PG.45) — EIR b x x El■, I I� 1 I n j/
I I —'— -•
rg II �j, / ADA ACCESSIBILITY PLAN
ni / GRU PROPERTIES,LLC / / LEGE,LLC /
rl D.B.15747,PG.953 D.B.13258,PG.2207
_50'STREETSCAPE_ / LAND CLASS: COMMERCIAL / '//! B.M.1990,PG.196 /�
BRUWN I I 57 I U 1 L I // CPIyD CLASS: COMMERL^�K�
RAFILAMI 1y'� .J j
LERO� LAND CLASS: RESIDENTIAL 7 50'STREETSCAPE ///
/ I ROSE PARK MANOR
24
i I I
e Dr.
I
o 1 1 fl PROJEC 498 T LOCATION:
PERMANEM'SRAINAGE EABEM T_ h_ n I I Cory,NC 27511
PDE(D.B.1197_9,-PG. 3 �rri — EMM
UTILITY EASEMENT 1U CP IIr� Y '(D9PG.16) / IiAiI-
'-'•I - - l+ •
CLIENT/OWNER:
yA Beacon Management Corporation
EMM E M I EM n/T/T7lllr/IZI% NIR '"Pi i EMM agemen porn
_ EIR o Patrick The'smann
® FMM SIDEWALK EMM 11111 11111 ul EN U 408 Battleground Avenue
Milfillir s������-- Greensboro NC 27401
PER ANENT
WV (UPE)EA•EMENT —
w MMSof I 4- w 'REFER TO CO.2 FOR NOTES.
MEM
G 85 G'5 ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH
IMM
--- CURRENT TOWN OF CARY STANDARD SPECIFICATIONS AND DETAILS.
- _ _ _ - -' APPROVAL STAMP 30 0 15 30
CY l
wMAYNARD ROAD(SR 14f5) a
GRAPHIC SCALE:
VAR.:8L-E- C WIC/'T OFNVhV- - I
w PROJECTJECT 7C300121 1 INCH =30 FEET
_ 771' \ Cary Development Review Committee
mmi
— - ' + I -- ( �\ Project24eDP 692gview mplete
207.57' 06/21/2024 DATUM:HORIZ.:NAD83 VERT.:NAVD88
/STREETSCAPE / _ Reviewed for compliance with Cary's JOB NO: 31520.0000
\ / development regulations,and if applicable,
AMERICANPROPERT/ES HOLDINGS LLC reviewed based on plans prepared by registered DATE: 2/21/2024
LAND CLASS: COMMERCIAL design professionals. RAWN: DAD,MPM
\ I / DESIGNED: DAD MPM
I REVIEWED: JSA,PBR 0
APPROVED:JSA,PBR
SCALE: 1" 30'

LEFT LANE CLOSURE oN
WANDA LYNNE BROWN RONALDB.HARRIS PAMELAH.DICKSON ROBERTELWOOD DORTON TOWN OF CARY 'Eo[m •I >
ID.B.16176,PG.1508 I &HSUEH Y.HARRIS D.B.15204,PG.594 &ANGELA ANTOINETTEBYERS D.B.2050,PG.38- p p I0 ti • iF
LOT29 D.B.2612,PG.402 I LOT3I D.B.9917,PG.1489 (ROSE STREET PAW RORK�EA xx 62•
U B.M.1960,PG.45 LOT30 B.M.1960,PG.45 LOT I,BLOCK LOT2,BLOCKS ! _ _ _•_• y _•_ - o¢Nzz
g LAND LASS: RESIDENTIAL B.M.1960,PG.45 j LAND CLASS: RESIDENTIAL B.M.1966,PG.35 B.M.1988,PG.35 '; r
Jw LAND CLASS RESIDENTIAL I LAND CLASS: RESIDENTIAL LAND CLASS: EXEMPT Wilms=",
9 I 1I (� P 8 6 yFLLorE
- _ SHED 1a [ ,. �o © ® ® e...., M o. .
z
ATi_jiEIR 0.32' !0 +� m zdo_ E-11 • -CHAIN NCE I___-" OEF-LIN_- u-� EIP W0 FEN - - - �� ».» ».» ».» ,a....., o
"mot
•
CP CHAIN FENCE IP CHAIN FENCE a� a000
1 �� I! 'LANE CLOSURE I RE p KER[m q •_ -I •1. •I• - _ N
r : W
b O] I ► : _• CO PORK MEA ► C!N a w 1 J _ 10" U/L/NG 5 I.
p p ••s! p f
sJ oI7 - L {4� �� �u © ® ® .. 6 ac�Q•2
1. 10'BUILDING SETBACK / ^ W v
4F a
g - BUFFER = a+w QQ K
S1D ADAWMM WESTBROOK I nO, �� f 't " GENERAL NOTES W K J
&C t STOPHER D.WESTBROOK I H O O O o" m TYPE STREETS RNERE SIMS MAY"E LaµcE "°�m�, p oa °"v rxe g F c,
D.B.1': - .245 6 Fm1Eor nE sxouEEEa PA ;p oLL
LOT 34 i Eats o° r r�{E a sEFlln as`rm vu[trli'ml IDE aML°iiE ui °Q G>
» 1 P- a ANION s[vxT R[siEA°xte io nE Pm ss usi`isee n"sR. `e`i°AEiesswr,
B.M. 960, n o ""`x`trwsz..PLACE ORM IN TAPERS AT THE 11.1111111 SPACING EOUAL IN FEET TO THE POSTED SPEED B.DO NOT ELCEED A 2 MILE LANE CLOSURE LENGTH
a rang" mn°vArE car,"."
LAND CLASS: RESIDENTIAL F '1�M•
9 o E ENO ¢ 0
O m AT THE um a [ E N FEET i na
9 u E MAXIMUM awe[ EE E cam
EF
O
r Rr" IRO
moon"onxo
•i
6 Ecrc°"v rxE Ex°nEEa j_J O "[M aPAO[xN. 01.,�•SHEETS i,x,a.,FOR [ DISTANCE,BUFFER SPACE,un Noxi©198x:e"E"�rx.1. Gwi[Ox"uaOE"
0
{
PRIVA +o+.oz.axEEra c a+o,FOR TREATMENT of LANE CLOSURES ix"u
[RAM.MOUNTED An"xwraxlTRAt
REFER TO C1.4 FOR >E M. '" n
2-LANE E ®cxexoEm[E MESSAGE am OW
xa a ax uve
ADDITIONAL ROUNDABOUT /= =:� �EN RANhE = Ent ox xE oonxara .a["E ar ramra�a •°°E""M rEa a:"'"ESE.[o.nneY N PORTABLE SIGN ro ELF SHEET OF,n
DETAIL �.. Y ,,' _ n +"["E"TE"N"F 1101.02
I
_-
n n /J Illi �T ss�
EIP c� �'/. .- >j n n/g g > g g : g g to I 0
EIP M4YFAIR P..ALA,LLC
■ "I' `� D.B.10881,PG.2271
____ ____ ____ ____
zaw/c { yvA�K — �" �■1III B.M.2003,PG.2026
�� I sI E 1.�.1■■ ■ o
J �=i¢ ••-���I■_®®®u�f`�' �' LAND CLASS: COMMERCIAL 4 FOR CONSTRUCTION T&H 06/20/24
GORDON OF
. . �� ��T- II
50'RIGHT OF WAY �— .cl r r-1 � -- _ _��-_ _- - — �i
B.M.1960,PG.45 .I III, 3 NOTE T&H
■I
— _ 1 r I ADDED PRELIMINARY TC NO O6/06/24
— I,i �nI_ OSF PARK- E _I i
I. 24'V/C �� col 498 KILMFlYNEy• 70R4,),,,,,:pAr
' --�-I2 SITE DEVELOPMENT PLAN7&H OS/16/24
_ �/� REVISION#2f f` .,///� J _F PROpO�TD BIU 9 ! 11 If �jM ■JIyT •� L,i I1 SITE DEVELOPMENT PLANT&H 05/01/24
EIR L-- �,/ - _ - 81 JN 111in !. 11i(1 RR11 ed11f, ill SI �If 1111111 I REVISION#1T ■ 1 • Ifi♦ '�fI fKl!_ITAL`FI CORAREA-,G _. I _I NO. REVISIONS BY DATE
Ij :... ■, �I�,� uu 0 I 866C0 SF :� 'Ce7 �t�a.,o �'SfI��I u�rr�ltia la �IIIIfJ� -I 1T
�' ■I IIII b : I. „ '� L - �., 'I -f u L AIL.•., nl I r.11 LQ .11 I _I I BUFFER
iiiii
o°ASH CARP""
— 1 i 1 Irjsrl: i I I - 1 mill _ R� ■ 9 y
•
La
- .r-_- ��Y EIP—__—__---'o --__—__ , 14'. -I ,j+o=
essornisso
.I W EIP ,1 1 iy4fy��,,,,,,`
i I I• i IX1 - I I I I "
l O "L
% ____ �\\ 1 k3 EIP I 50
ANISAC. EA XIAOWEI GUO I WESLEY CLAYTOR • ' _
&WAYNE P. R &LING GUO &CHRISTA CLAYTOR '� ' I BUFFERI �' $_ ____n m__--_--____� _:_-_-_. -IP
D.B.12394,P. 731 D.B.6634,PG.102 I D.B.15937,PG.1300 / e - > -
LOT 44 LOT 45 l -
I� DUMPSTER T THOMAS
B.M.1960,PG.45 B.M.1960,PG.45
I I LAND CLASS RESIDENTIAL I t` 1 J j St
a, I
I I
�� j I s 10 SPACES H U T T O N
I
I I A ,/AI j
2510 Meridian Parkway•Suite 100
I z ro I //ram O I Durham,NC D]13•919.682.0368
fir/ www.thomasandhutton.com
'F I
EIR EIP
EIS _ "EI 1, I I I TEMPORARY TRAFFIC
I 1 GRU PROPERTIES,LLC I LEGE,LLc CONTROL PLAN
ENTRY SIGNAGE D.B.15747,PG.953 D.B.13258,PG.2207
I 50'STREETSCAPE i= I I I / LAND CLASS: COMMERCIAL I / B.M.1990,PG.198
r __ CjfiyD CLASS: COMMERC)jK),
BBuwty RAFILAMI 5'w 5' 7J5TR-EE7SAPE / / ROSE PARK MANOR
LAND CDENTIA / /
li
h I
I REMOVE EXISTING CURB AND 1 ,t i, I
GUTTER FOR NEW ROAD TEMPORARY LANE CLOSURE TO
I CONNECTION _o I PROJECT LOCATION:
1 ■ I ALLOW FOR AN OPEN CUT IN asa Kllmo Or.
II I 1 `n ;: THE ROAD TO INSTALL THE I REFER TO NCDOT STANDARDS Cory,NC 27511
WATERLINE CONNECTION AND DETAILS FOR LANE
I 10, ,m ■ _ EMM - I I CLOSURE AND OPERATIONS
I ,---- -- \ Beacon Management Corporation
REFER TO NCDOT DETAIL 1 L�MCP •
•
o AEI GP WITHIN THE NCDOT ROW CUENT/OWNER:
1101.02 (SHEET 3) FOR LANE �
CLOSURE DETAILS EMM �_ E M
E
R _ , ' z7/77771 717T7/' NIR e - EMM Patrick The'smannn
SIDEWALK III'
�� ENO 408 Battleground Avenue
® FMM FMM - _ CONTRACTOR TO NOTIFY WAKE Greensboro NC 27401
PERMANENT COUNTY PUBLIC SCHOOLS,
yyy (UPE)EASEMENT <+-_, CARY POLICE DEPARTMENT,
t° . _T AND CARY FIRE DEPARTMENT 'REFER TO G0.2 FOR NOTES.
' "" �r, <^--o PRIOR TO ANY LANE/ROAD
E� d T ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH
CLOSURES. CURRENT TOWN OF CARY STANDARD SPECIFICATIONS AND DETAILS.
,,1-7 _ _ _ }_ _ _ —_ —_� _— �`' PRELIMINARY TRAFFIC CONTROL PLAN NOTE: THIS APPROVAL STAMP 30 0 15 30
TRAFFIC CONTROL PLAN IS PRELIMINARY AND
—� DEMONSTRATES THE TRAFFIC CONTROLS AND
c4.MAYNARD ROAD(SR/415) DETOURS NECESSARY TO FACILITATE CONSTRUCTION
-VARI"1BPR WIBTC�N0HT�F WM, " INCH
SCALE:
t PROJECT 70300121 OF THE SITE. DURATIONS ARE ESTIMATED AND THE 1 cH =30FEEr
`=T' mms FINAL TIMING OF EACH CLOSURE WILL BE
5 � "� COORDINATED BY THE DEVELOPMENT TEAM WITH .,iopmentReviewCommittee
® TOWN STAFF AND OTHER STAKEHOLDERS IN ORDER Project 4evie 692omplete
---- p''�
TO ESTABILISH FINAL TRAFFIC CONTROL FOR EACH
------------- / STAGE OF THE PROJECT. 06/21/2024 DATUM:HORIz.:NADa3 vERT.:NAvOas
----------------� Reviewed for compliance anwifh es
\ �' I AMERICAN PROPERTIES HOLDINGS LLC developmentbased on plans
prepared
andI bygiapplicable,
JOB No: 31520.0000
\ / LAND CLASS COMMERCIAL reviewed based
on
professionals.
by registered DATE: DAD,/2024
DRAWN: DAD,MPM
\ / DESIGNED: DAD,MPM
\\ I REVIEWED: JSA,PBR
APPROVED:JSA,PBR
\ 1 SCALE: 1"=30'

WANDALYNNE BROWN RONALD B.HARRIS PAMELA H.DICKSON ROBERTELWOOD DORTON TOWN OF CARY
D.B.16176,PG.1508 &HSUEH Y.HARRIS D.B.15204,PG.594 &ANGELA ANTOINETTEBYERS D.B.2050,PG.387
LOT29 I D.B.2612,PG.402 I LOT 31 D.B.9917,PG.1489 (ROSE STREET PARK) I EROSION CONTROL L rC G E N
Todoes. B.M.1960,PG.45 -4 o B.M.1960,PG.45 I LOTI,BLOCKB LOT2,BLOCKB vn o
LAND CLASS: RESIDENTIAL B.M.1960, -` 45 LAND CLASS: RESIDENTIAL B.M.1966,PG.35 B.M.1986,PG.35 �;
/G, /„ LAND CLASS: RESID - _ 1 LAND CLASS: RESIDENTIAL LAND CLASS EXEMPT ND\ \ - ma v24 ARCHED STONE FILTER INLET PROTECTION
-/ / _/ L•7Y-'ll -- --aas---- C 588'O6 30" a;\\ \
L.n 20'UTILITY EASEMENT /� / / / - - r- to UTWiY EASEMENT \ \\ \ - IDIVERSION DITCH
u IJ rr EIR / / ;•.74• EIR 0.32' __ ` \\ X\ TEMPORARY i•
g _ I (B.M.1960,PG.45 - _ _ 79.77'_- \ \ Tao \ - �\ m Ta RIP RAP
8 „ _
OFF LINE 70 2§:--°g6- l (B A\1 a7966,PG.39} \ y \ 5,m SF SILT FENCE
CHAIN NCE - •`1 FENS' 90 14'\ \ - \
PIN Y Y_ \ EIP H N FE E \ PP TREE PROTECTION FENCE
R I I - - _ _ 1 / / CP CHAIN FENCE • 7" M NIR INLET SEDIMENT BAG
_ : i
; )12��REE 1 / // DMITS OF DISTURBgANCE/10'•9RE€ 588'04'00'E 372/4'RL\\ — ae — _ ,,JAAVISEr-it- FjW.I' T
CONSTRUCTION ENTRANCE _ WATTLE INLET
\ I/ / ) PIN /24�Y• 10'•3Y�C 121511,INp?IN \\ 2(4"SYC \\ 24'�II•l, \1���N • '-1a-•PIN \ 1 \v PROTECTION
36 ouM 1-81•pl 4e,--— A A V I I �'.o m
---\� I 4• / // //� -', .. 24�PIN-� \ \\ \4?",-4'.- ems. 2"PIN��--ill ''
® SILT FENCE OUTLET Waal CHECK DAM
�� �-�� q ,-,----- I V 118"gyp,®� IIL, 1"
t 1 I G rv., I I f / / / _._.\. \.,�, asPN d / ,• If - �'1 v v'-) //
U / •/ ��� • ; 24TPyN/ II UP. ro / / PP
/ 24":."IN 18 GUM �.-\ \ \ / t-/I I N8 30'15"E/a n ./ 24 PiN ?B,,wN-4ez s v I ,1 I I I A� i
/ FRESH WATER DIVERSION.THE --- \ \ t
.)1- ' ' �. • 1� 2 r. __ \ \ \ \18 j t. _ _J_I //I L-` / i4, _ CONCRETE WASHOUT
q - ( 18„cup DIVERSION MUST BE STABILIZED - \ \ �.s"\ \ __ \ /II,'"
1 a`� Al
( / WITH SEED AND MATTING \\ \ \ -' /l)PIN E/f -
B�PIN I ) IMMEDIATELY AFTER CONSTRUCRON. 18'•PIN�� •••P8'I \ \ I l�/ n
\ e1--- e' PIN v "
- SEE/SHEET EC4.2 FOR MATT,N -_- \ \ -- 7/ // I
!EMI" \3:�JIN 396G / / SPECIFICARON.NOT TO BE -- \ \ III //ll \ ' \
VD ADAWM M.WESTBROOK \ - •_ / / // REMOyEQUNTIL y/ACLS ARE \ \ 18�PI1•( \ \ dII�//i11/�IN J �--
'STOPXER D.WESTBROOK / / / CONSTRUpTED A17DSTORM DRAIN \ \ \ \ //,�// DUMPSR ARE' �``�,-J',,TRillD.B.1r: - TBR / / 'IR \ \• \ / & C C. PAD 1��1INFRA UCTURE IS INSTALLED. \ ./////a:�IN \LOT34 �A1 ** gg-�F1 / 24"PIN \ \\ I I/ / \ OV R P
N I bil%10/1101
/I B.M.1960, --. 118,1.'a r 18"PPI / d / M / \\ - �\ '•PIN \\ \\ I I 1 I\.///// r/ /
/ 4ND CLASS: RESIDENTIAL \• • N' ' / 24 PIN \\ ayi
/ B:T,REE/ /� 24�PIN / to"•PIN\\ 18"•PIN 18"•PINI \\ \ / l 1 k''<ii\///" / m
p1/PIN/ / ''IN / 4ao/ \ I \ I / \ \ll'\/////
/ /C• / / `°.f� --- 24®PIN \ \ \ / / \ \ /// „0__
WATER FILLED BARRICADE t 18-1PIN 1 PIN \ \ ` / /
E.
r 44 I / / \ 18' PIN\\,\ \\ \- I\ \\I\�\__\ \ 1 \
EIP D - N88'OS'S9" 179.73'TIE) '�•,12"•GIIM // // 78"• N \ 18 jI�N ,8 N \ �/i i ,`\ \ 24"\\N• • IN Q� \ I 1�
NN \ 18"PI \
PP L -d Np ./ i // 'B'�PIN 1
9. \\\ •PI :PI� % I ,�'"•PIN \ \� �I24'®P11N \�'\\ \\ - //
/ �F F I N _ \\� _P111._
/ /^\\18"PIN \ \▪/ 1� PI \\\ IN1 PIN�IN\\\\� -_-_-•�\\r N ____ ____ ____ ____
SS ' •
E T ��/ 36®PIN < \ \ 24'®P / --- 1 i„
8'YERR SS SSMH \ GORDON ' / // 18jPIN • \ \\ 18jPIN \\ 8„• \ \\\-- --- \ 4 FOR CONSTRUCTION T&H 06/20/24
TBMELEV=QSH.ZOr RIM:483.50 \50 RIGHT OF WA. ��
18'•PI
6"W 6•,W / / \ \ \ \ / /
24V/W —�j l�I / / /- I \ \\ \\ \ \ \ \\ II\ / / � 11 w 2 SITE DEVELOPMENT PLAN 7&H OS/16/24
/ / A \ \ V " VA / ^' REVISION gz
EIR f_ / / / // STAGING/STOCKPILE AREA \ 24®pla. \ \ \ 240PIN I \\\ / / EROSION CONTROL NOTES.' SITE DEVELOPMENT PLAN
- N88'03'32"W 18001'T. 0 1 I / / / �� \ \ PEA$CD TR(/STCOMPANY,CUS�OD/ANPB00l�oGLAS W.LED.SON 1 \\� / I ^` 1 REVISION#1 T&H OS/01/24
T- - - - I / ,_--- / 24"�PIN \ 11 \\ ,et 155$3,PG 2629, I l 1\ iJ THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SITE UNTIL ALL SITE WORK IS
_ ..PK•'12 YC/ --/ \ Lbt A,Recon&notion PPl/ddit of 128 SW Mgmid Road I 1 / I COMPLETED AND THE FINAL SITE INSPECTION IS SCHEDULED PRIOR TO THE ISSUANCE OFA NO. REVISIONS BY DATE
WATER FILLED BARRICADE -/ / �� -- 18" \ \� \I \flM.201 PG. 161� i ) I I/ CERTIFICATE OF OCCUPANCY(CO). THE FENCING SHALL BE REMOVED IMMEDIATELY PRIOR TO
I - ' - 18"CPP SLOPE AII�•i 8 1 "•pIN \ \ 107 •�/ II I/I l/ I ''I THE FINAL SITE INSPECTION FOR THE SITE.
�1 1��N--i'�� ----- 18"•PIN CHECK DAM\ \ / // 12'aIN f
• 18 SPIN I Typ) \ \ )/ / j ! PIN VI TREE PROTECTION FENCING SHALL NOT BE MOVED AND THERE SHALL BE NO ENCROACHMENT '1
-__ SPIN 10'•PIN I \ \ // /,/We INTO SUCH PROTECTED AREAS)WITHOUT WRITTEN AUTHORIZATION OF THE TOWN'S ZONING
\12" •IN BEGIN FRE5N TER DIVER N I COMPLIANCE STAFF.ANY ACTIVITY(LANDSCAPING,FENCING,OR UTILITY INSTALLATION)SHOWN
12" •'P SLOPE DRAIN 18.SY - \ 12' PIN N \•15"PIN //// // / \ ��°'I ON THE APPROVED PLANS IN A TREE PROTECTION AREA,SHALL ALSO NOT OCCUR WITHOUT ��`"•H CA "' `^\N�!+Rp""
C• /I �f8"•PI. \ • • 8.•.I N12"PIN I B:pIN / //// \ ;`=o'F¢ssJd..�/y'; N /q'.18' PIN \ 'T(2EE 10"PIN\, / \ WRITTEN AUTHORIZATION FROM THE TOWNS ZONING COMPLIANCE STAFF.ANY UNAUTHORIZED p _
18 PIN 6' 12 PII�18"PIN N / ) / / \Tf
-_--- 15" •IN r3r��'yJ F ANY DAMAGED VEGETATION IN SHALL _
\ R� �� • •N 1 PIN 2••I1 1�12 PIN I i 24\ ( ENCROACHMENT OR DISTURBANCE WITHIN THE BOUNDARIES OF A TREE PROTECTION AREA P •Y-.9
•- b-„ 4,•I:8"PIN�IN 16'•FIIN\ /// \\` \\ ® '� ACCORDANCE WITH THELAND DEVELOPMENT ORDINANCEPT O _ .4 _ Z 2 F
•'OPOSED DIVERSION DITCH 2 N -- )8"PIN • '' `I' ��^LF' ,ri 1"�'t- - \ - -- 5'o�
/ - - I • 6 GU W' 4 N- 4"' .C.k., ^y 12"GUM 18'•GUM \ 7 TREE\ P •
T 20/2 �'
4>6- 12 PIN -" 03"W 124.89' IP \ \ 1 CONSTRUCTION ENTRANCES MUST BE MODIFIED TO ACHIEVE ADA COMPLIANCE WHERE . y1c ''6 4f"F I Y 18•PIN _ • ^ \ I b
I - 1� ) •• l 1 I \ 12 ` `•1/ APPLICABLE. '.,ft MI55f�n""• y' i nAu�••,
'�� 12i i MP H89'50'3`141250. i� I \ \ 12•PINS( \ \i6 r
r- 1 N 5'•P ill+ \ T ININ I *•Ii2*PII!\2• kp 127414g�-.Vie 4"iit0P1N B)SY"&IN I i CUT AND FILL SLOPES WILL BE STABILIZED WITHIN 75 DAYS OF ANY PHASE OF GRADING 1• 11 11
I1� .�� W
- \\\', / III 15'PIN • �•d �I N89'• :�( i56 00(it)- _ I CUT AND FILL SLOPE THAT IS(2:1)OR GREATER SHALL BE STABILIZED WITH PERMANENT SLOPE
JJJ I •A- I 1' ,�. \N ROPE-MVRTn*ES-- - - 14 i t RETENTION DEVICES OR A SUITABLE COMBINATION OF PLANTINGS AND RETENTION DEVICES.
AN/SAC' EA I 0 WESLEY CLAYTOR - �\ \[I\\ 6 n T
•.r T &LING GU4 &CHRISTA CLAYTOR �4 ).1171111 C $4.OAK Q, -. - - - I SLOPES GREATER THAN THREE TO ONE(3:1)SHALL NOT BE STABILIZED WITH TURF GRASS BUT
D.B.12394,P 731 D.B.6634,PG.102 D.B.15937,PG.1 •'• \� I/// II \ 'I+ / PROPOSED SILT FENCE<▪g -----i��-17..�.. ) IPI MUST BE STABILIZED WITH VEGETATION THAT REQUIRES MINIMAL MAINTENANCE. WEEPING LOVE
I LOT44 I LOT 45 -�'Ir / \ lI1/ \ 1 - I N89'�3'0.'�1 I GRASS,RED FESCUE OR OTHER APPROVED VARIETY. THOMAS
B.M.1960,PG.45 B.M.1L 1, -G.E48_N--- `.] / ' / 1111 \ \ \ IUMPSTER
^ '• S: RESIDENTIAL All / -III I/IIIu ;"•P N \ I✓ \ \ 1 A TURBIDITY CURTAIN MAY BE REQUIRED TO BE INSTALLED BY THE DEVELOPER IF WARRANTED &,REE BY DOWNSTREAM IMPACTS.
7 III a^GUM •. 10 SPACES H U T T O N
PROPOSED 18"HDPE PIPE fiFgR_- J^I 1/ ILAram,
�pryQl 2q•' / L \ \ ESTABLISHMENT OF PERMANENT GROUND COVER WILL BE ESTABLISHED IN 15 WORKING DAYS
TEMPORARY CONSTRUSSSING __- • ' 15'•�fY 18 8P///// u'��� \ ® I \ OR 90 CALENDAR DAYS,WHICH EVER lS SHORTER./ / // / / OGtyM- /,7 /////// V J 2810MerldlanPor/wav•Sole100
THE PROJECT MAY REQUIRE A PRE-CONSTRUCTION CONFERENCE BEFORE THE GRADING PERMIT
/ / / / / / / / / / / / '///NO/ z•","1�_ TREE'.,"s;) PROPOSED DIVERSION DITCH 1 M Durham,NC 27713•919.682.0368
720.Oo2)- / / / / / / l® / / / 1IN/ ////// .', dF �• `i' A lS ISSUED.
/ / / / / , / 10'• // ///. / / _ www.thomalandhattan.cam
IN;
719.95'(i)(ilE) / / / / / / / C-� L / / L - jiPA`///// -. �w44 THE SKIMMER AND OUTLET PIPES BARRELS MUST BE ON SITE BEFORE THE GRADING PERMIT IS
EIR E/P 2""' EA9CME1yf / / 7 1 i/ / / / '^.`TEE / //////// ISSUED.
— — 3�a J/ /®M.1 6o,9 a� S� �5tb�'•) / / she oa m�/ 18'R'Yc //// / ./� �//
i\ I / P / )J�•SiUM/ / ._ %� ) ////// ///// //// ' \ • C THE STREETS IN FRONT OF THE PROJECT WILL BE KEPT CLEAN AT ALL TIMES OR A WASH
— — — / / 1 P� PIN/ 7 / .4',PIN/ ////1'�'ll�/f/ / //r/I/ \ ��� PROPOSED BAFFLE / / STATION WILLBfRfQUIRED. EROSION CONTROL PLAN —
/ / / / '- / / / 8I-E� 4.'-E " TREE / ////////// //%1 PIN I 8,Tf2EE (TYP.) / / R PH
/ / / / / / /18-.H.// /// /// / 1 a�"N• I GRUPROPERTIES,LLC / LEGE,LLC / P ASE
_ / / / / / / / / / / �-4,. / /// ///� ////.////\\ 6"c*j'1 6 �,•1F( _F D.B.15747,PG.953 /MB.13258,PG.2207 m
-_J / /1 "PI / 8 2,_, / 24•fTAK/ / / / / ///////// / / / 15_4 LAND CLASS: COMMERCIAL B.M.1990,PG.196ro
- / /• / // ///////// 18'�•p, //// \ cAfn 15��1141I // DI
BRUWN \ • _-- /2 Y "•PIN /////////// '//"4 _ \ 1\ BASIN L/D CLASS: COMMERC)K).
__ / / /�/ �8 j IN / / /' // / //I / /24®SYC ,. PROPOSED SKIMMER jj
P � Lao_ / "� / ,18 , /, ROSE PARK MANOR
FROWN ® // / // 18�# 1,,,.. /T-4 f- 10•GUF�18.e //�
2.PG 48 - /- ) y-E_LA�1D_CLA SIENTIAL/ / 1�5' .: / 24" "///// / ///(- _-•/( \\vpl iy .I11U��11M / /////,,J�
Ea
I.T24 m� 8 PIN _-- \ \ 1 / •- ,\/ /' 6 i l l L�1/ ESH WATER DI \,• ( , --- / G /////////1.
Pc.Tez 0/ -� - 'IN / / \ \ \��-/ / - .PIN 4.\ / Ill• /y'Y 5R I4 I\\\\ / /- - - F
-JP, _ T PPN )—18,PIp I A \ V A II / '� / 1 / 1 'PIN II G./IhiMA �:�REE 1z' •1�AA�\VAAAV I ( — _-1g"•�
-n\ '--\5'pIN // I I 2 IIC I / T 6 P,)/ / /�• I _EE / \/y1�\�\\\\mi\ \\ `\ xa// m
L, \/ 45. I7/ " / / l`r. / /� 11 1 �1 -- J i / \\ �\'3/ / PROPOSED TREE
B;PIN / l]�T -•1y'"�/rA / / I/ / ::::::_
I t 4Jp ,'•1- -� I/)//llIll \\ s _ PROTECTION FENCE PROJECT LOCATION:
/ !il 11L _ // I�- _ 498 Kilmayne Dr.
8.PIN 24"JArc11g-1 \ TI I 1 "SYC/I PE ANENT. , E/ MEN - //////I- - f�M _ICary,NC 27511
2 P• fI� 15•�"�'IN / (o B.1 ' • • •, -4 5 S 4I �., L ", PROPOSED TEMPORARY
12�PIN / \ T X12"Gf1M •1'g"P�/� /- EM - - C .'7_ '° HDPE DRIVEWAY PIPE
\ 12iPIN il�tt EASEMENT I I / - pfiTi - •��
B:GUM ns79/Pc.16� I\1—�_1 � � ,,�,•a; r� � m CLIENT/OWNER:
- g GIi -"-,IN 2"PIN 15'PIN_/ _ - • - Beacon Management Corporation
_l2"PIN 1 • /-_ JP� ��'�L3b -E. 6. ` C �J �•^, �..r Semen porn
IR.. _�'1-� - � - • • ' ►J �-. �• _ —_EMM Patrick The'smann
408-`1 EMM --L0 SIDEWALI5 E ' EMM Lb / p � �ft _ H� - - - - EN Greensboro,Battleground
27401nue
/�L70 ..,/
a _ 36
-
ailiS
`\ \ \\\ \ m WV \\\ \ \ \ ��; =oo L36"RC•' ��� '�`_3636°RCP PROPOSED R _gb
��� 'REFER TO G0.2 FOR NOTES.
—� II
SED ARCH STONE F4TER m
PROPOSED ARCH STONE FILTER ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH
7. w
_ N. - ) ---T- CURRENT TOWN OF CARY STANDARD SPECIFICATIONS AND DETAILS.
4.7 \ \\7.
\ \\ U / / APPROVAL STAMP 30 0 15 30
9 CFI// k' .. , • -'.
.....\
N.
\ �.4,.,MAYNARD ROAD(SR 1415) / \`PROPOSED INLET PROTECTION(TYP.)
\ VARIAME fUB OF WY / a
GRAPHIC SCALE:
\ \ m \ , PROJECT 70 00121 - SO
S5 m 1 INCH =30 FEET
f LL'PROPOSED CONSTRUCTION ENTRANCE
\ \ \ uJ - _ \ IPP
Cary Development Review Committee
\ �\ Project Review Complete
\ \ // , S 24-DP-6920
- / /� - - - - - - - - - - 06/21/2024 DATUM:HORIZ.:NAD83 VERT.:NAVD88
- / /./ / Reviewed for compliance with Cary's
— - - - -/ - / L - -
PP / development regulations,and if applicable, JOB N0: 31520.0000
3 / AMER/CAN PROPERTIES HOLDINGS LLC reviewed based on plans prepared by registered DATE: 2/13/2024
/ LAND CLASS: COMMERCIAL design professionals. DESIGNED: DAD,MPM E C 1.1
REVIEWED: JSA,PBR
APPROVED:JSA,PBR
SCALE: 1"-30'

A. i Ii
- w/l°i /e°y ,� _- aee� \\ if,
+ee�\ *sz-.�/ � __ _ 1 \ �` \` /� / / / lalm - r\ (U'UTILITY EASBM[NT ��\ \�' PROPOSED�\STEPS\\\— 2( UTILITYEASEMENT gR / / / EIR 0.32' - - - - _V -(B.M.1960,PG.45 OFF-LINE_ ---'�- -\ _ __ \ FENS \(B.A�'.y966,PG.39} \ syye\ \ \ - '7\gg ) CHAIN NCEg1 ❑ ET - - - - I •_ I / II / CP CHAIN FENCE - \\ \\�' -99, � \--7-EIPi.I/ \•'a. - .H1.IN FEN.E \ _\\1-‘6II NIR PP
33' '�9 LIMITS OF \ \
DISTURBANCE(TOP.) „I/ / / / / / \ XISTING CONTOURS \ \ .r/� �S= ' aee I011111 II m PROPOSED RETAINING
e / / // / / c,`` (TYP) \L- \ \Y..,. Qs ae/ 1�11 WALL(TYP.)
TREE PROTECTION FENCE _ / / / / • _ „ - _- ,,eG-'� (Ur aee- 1 1 , - a'z r
.P-
iy �. �w.. 481 L_ /J i III1/1,
I/ / _ /
9 PROPOSED CONTOURS I ( / \ \\ ,./\ \ - 4 �
'—_—_ \ \\ �\' _4E IIII /I,/ 01- '
§ age( a/ \\\ \ \ 1j 1 I /• j/ ` I 1
Ri B \'� \ \\ \ 11 I\/ / % �T \
1 �` l I I 1 I/ ///\� \ 1
P /f. // o"/ ' -�- \\ \ \\ „/ / \::::
//� --_ ,�. 1 PROPOSED RETAINING
�/ ,/ / ��i i` ®1, /1 WALL(TYP.)
/ Hi-15 -— -._.� _. Imo \\\ 1't 1
EIP�— .90. II I•l // " / ,� v'/ xl- -- ; --:\2 \� —.CJ�% \\\ ' \\\\ \ 1
r
8'7ERR �\ m I• I /// s / \\ ••\ • {:J \ \ \ \ :~ICI, _ �/\]'� I 4 ;;;;::::PLAN
L] L/`6w 24V/ /uT / I / / // PIE(Typ,) \ 2 DR / v A
_ _` 4� ��/ I / W / // \ \ \ 1I / / I t I 1
T PLAN T&H 05/01/24
r T R- �� // ■IL,•IC�71,
aeo �I / ,p e, \ \ 1 1 I 1 I NO. IONS BY DATE
WATER FILLED BARRICADE aze I\`•, -+/ Ia/ __4n---`_+N- — I \ `\ \I I` (/ .. I//// .I .: ki I
i I
I / _ m •+-- �C i _o-� /\ // / \ea V Q I % ;°'oa�SH•,i(/oK: sic,11y • 9.
Ipl _, N 'T -l'-. I �/ —, 1 ;�,¢B/zo/zo�zg. ',PF zo/zoz 5
, ,, \\ ,1 ''l•' 1 1 \\\I I RMISSE."�� ,�•AN,,,
PROPOSED INLET PROTECTION(TYP.) I n �^^ / yx��P\\ \ `u\ / I I \--__\ I THE TREE PROTECTION FENCE SHALL BE MAINTAINED ON 7HE SITE UNTIL ALL SITE WORK lS
r \\ 1� J •�� PROPOSED RETAINING WALLIv
- - _- q- I COMPLETED AND THE FINAL SITE INSPECTION IS SCHEDULED PRIOR TO THE ISSUANCE OFA
_ I �- ,�.q 1 \ �' 1111k
�,� , ( ) f I-- \==\. `_= -RO _ I I CERTIFICATE OF OCCUPANCY(CO). THE FENCING SHALL BE REMOVED IMMEDIATELY PRIOR TO
. 11�■ �;• \1' M• \ 1�_ I THE FINAL SITE INSPECTION FOR THE SITE.
„,,-- j,-r�Y �" •\ •1 LJ,��,i lI tr1 i• �� ' PROPOSED SILT FENCE \ — _ — _ 0. I TREE PROTECTION FENCING SHALL NOT BE MOVED AND THERE SHALL BE NO
'�,;� \\ IIII I IIII�� ; / T(TYP.) - _ ___ _ ., -IPA ENCROACHMEte INTO SUCH PROTECTED AREA(S)WITHOUT WRITTEN AUTHORIZATION OF THE
I I^mII^r I 1 I I f PROPOSED INLET PROTECTION TYP. t I o I TOWN'S ZOV/NG COMPLIANCE STAFF.ANY ACTIVITY(LANDSCAPING,FENCING,OR UTILITY
I 3-- I ,,II II 9=AIM u�s�A;i;,,,�_— (TYP.)
rDMP�ER 1� T THOMAS
I INST ELATION)SHOWN ON THE APPROVED PLANS IN A TREE PROTECTION AREA,SHALL ALSO
I /IIII 11 •_'�'� I 1, NOT CCUR WITHOUT WRITTEN AUTHORIZATION FROM THE TOWNS ZONING COMPLIANCE
_ 4'k / ` r' - ` STA ANY UNAUTHORIZED ENCROACHMENT OR DISTURBANCE WITHIN THE BOUNDARIES OF A
INSTALL TEMPORARY HDPE PIPE FOR THE OUTLETS OF }, x H U T T O N
-fig_ ! tA!', 10 SPACES \ THE PROTECTION AREA SHALL AUTOMATICALLY RESULT IN FINES AND THE REPLACEMENT OF
a �4 I / IIII"L �u��'� THE THREE CATCH BASINS UNAN THE SITE IS STABILIZED. `� \ ANY AMAGED VEGETATION IN ACCORDANCE WITH THE LAND DEVELOPMENT ORDINANCE.
PgOPO D RELINING • i // /// Il i THE DAM MUST BE REPAIRED AND STABILIZED AFTER THE
p / / / , WALL(TYP) 4-Is/ /// �,��� t HDPE PIPES ARE INSTALLED \
/ / ,. `r / // y't' / / / /' ,�1'* I / // // Fo 6Myrtle Beach,SC 843.839.3545
,�` ,T" I / j BASIN IS NOT TO BE REMOVED UNTIL ALL
—
/ / / / / l�/ / ` 22'� '/ v. 1` /////// ,�� UPSTREAM AREAS HAVE BEEN STABILIZED. www.}homasandhutton.com
/ /— r /_7_/ / , Q, 0 /� � � EROSION CONTROL LEGEND
. =EIR�OE/P 20'/UTILIT/1'EASEMENT / / / / /x / / / / / / - /�!7/. ///// / • ` / / / //
/ �i.M.1p60.,PG.46)� ✓T/ /r / / / / ./ /� s! 1 /// / u is
/ / / ARCHED STONE Fi TER INLET PROTECTION EROSION CONTROL PLAN -
/ / / -1 r_.: /Min / 1////// /i i �l4
/ / m PHASE 2
,pg3_ �/ / / / / / / / / / / i< Ns' / // / /I\ J \ I / > > TEMPORARY DIVERSION DITCH
/, / / /// / // / / , / / / // //I //////// llll//l I ' ® RIP RAP
/ / / / // / / / - / / / �{ // . / /l{J///` \ s y 1 �F SILT FENCE
\�z-.41 _/ // / / / / / / // / / / c- // //// / ////////'� 1 I \ I / / /
/_ -( I / - / l / / / / / / ( / A///////( /////(L l// J� 1 ) / / / / TP TREE PROTECTION FENCE ISI MEET'EDIMCNT RAC
Y \ \ / // / Ill^l l l l l �; �/////�//�//�//�////////// / CONS AUCTION fN AANCE WA LE INLE _ ROSE PARK MANOR
/ / / \1._, f'l I I \\ . j/ _ ---C \ /�//�//�//// ....... PROTECTION
Z I i \I\I II I / O\\\\\ (\\ = ae m
\ i'\ ae> '\ I I \ _i/ / \ ''� 'al ® SILT FENCE OUTLET ® CHECK DAM
I ,i // // l;: ' )111� --_- \�l\\ \\ _ \_ ./-1 1 PROJECT LOCATION:
�� �// `/ 1 A\ rl I / //I PE•ANEM, .� T \ r rqr // )4'qh_�i»�Tq
�y7 ) 498 Kilmayne Dr.
// I 1\\ \/ --I / /� (/�1 Q L��- I( f,r •i Ir -Ci ` �� -448 I CONCRETE WASHOUT Cary,NC 27511
I ���x G/EASEMENTI 1 I I Y '� r • O�Z —�
Y` 119T9/LPG.16�,1 I\1— ,1-- - - rv�� _\,f m CLIENT/OWNER:
, a / _i/ k }I,P� M. - �r - s0. Spyy -- _ .l.. Beacon Management Corporation
�i6 _ _--_/ _ - - ..:YWn,. � ,pi1.� vjyy{1�,_� �'1: EMM EN© 408 Battleground Avenue
7 r -� �� Patrick The'smann
EMM SIDEWALIf/ F EMM / // tt�r •f�. �
«-7-'0 /// - _— / _ ,, I,, •
-- L� _ _ _ _ _ �+' 36"RCP Greensboro NC 27401
\ \ •,. �. Lon •iLJI.
\ WV \\ J6'RC•" 36"RCP
\ \ \ 4?\ I r',S ' • W _ 'REFER TO G0.2 FOR NOTES.
}2"W �� m t 2"W—'�N 4 v0 - r., r m w /L m
4 - -- \P —_ ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH
\ Svc 1 B. 2 T- CURRENT TOWN OF CARY STANDARD SPECIFICATIONS AND DETAILS.
-I r� \T- - \ - _ \ - - -- -/ - I� APPROVAL STAMP 30 0 15 30
�5
\ \ m\ � T —O // I w SS a SS m C G1 RAPHIC
SCALE:30 FEET
\\—— L _1 w • /-rant- �/
- —�— \ ) /� � Cary Development Review Committee
Al \ \ I /P i ,pPp„.--"- 11` iPP Project Review Complete
I ��
vor 24-DP-6920 DATUM:HORIZ.:NAD83 VERT.:NAVD88
_ "� // -/ , --.1` ////�' "' 06/21/2024
— — — - - /_. - ' / Reviewed for compliance with Cary's JOB NO: 31520.0000
PP / \ - : / development regulations,and if applicable, DATE: 2/13/2024
reviewed based on plans prepared by registered DRAWN: AD,MPM E C 21
\ 1 1 / DAD,
1 design professionals. DESIGNED: D MPM
II i \` RENEWED: JSA,PBR
APPROVED:JSA,PBR
SCALE: 1"=30'

WANDALYMVE BROWN RONALD B.HARRIS PAMELA H.DICKSON ROBERTELWOOD DORTON TOWN OF CARY R
D.B.16176,PG.1508 I &HSUEH Y.HARR/S D.B.15204,PG.594 &ANGELA ANTOINETTE BYERS D.B.2050,PG.387 ,� W LOT29 D.B.2612,PG.402 I LOT 31 D.B.9917,PG. 1489 pap q (ROSE STREET PARK) 1 Z Z
24
B.M.1960,PG.45 -• 0 B.M.1960,PG.45 I LOT I,BLOCK z Z LOT 2,BLOCK 'wy, O vn
8 LAND CLASS: RESIDENTIAL B.M.1960, •..45 - LAND CLASS: RESIDENTIAL B.M.1966,PG.35 O B.M. 1966,PG.35 y
LAND CLASS: RESID N - LAND CLASS: RESIDENTIAL N N LAND CLASS: EEXEMPT NC \\
lit "it
-193� a
` /� / / / -�WI.'+w•vv�— — — - r\ 1b•UTILITY EASE'MENi ��\ \�' PROPOSED�\STEPS\\\ ��'n
_ 20'UTllltt EASEMENT .R / / / EIR 0,32' —,rsa—_._ - — — — _ -
- (B.M.1960.PG.45) I= I RAIN/ • 1 •i-LI. _— ONEDR-12� — —_ \ y;_r FEN�_. \\(8'y9\,PG.30) sayq `\ \ — \\ o PP
El / / CP ZONED CHAIN FE - \`Fa- .,H..IN FE E•R/R NIR T
LIMITS OF \ \ ----....„1‘.„:`,... I 111
DISTURBANCE(TYP.) / / I / / / XISTING CONTOURS ■o�M��, \yam I ' o'
1 `.'r / / /l / el..-, ',.,._,_ — (TYP.) \—........"-- - \\ \ \.. .ri- _ w m WALL OP PROPOSED
RETAINING
3 �( ,as,"4} / / /r3` — •�i. \�'�ej1 l)i 1 lo:eirr�/w ,4
• I I 1 I /.. ,, P
/ / A �— { �I \Ell I \\ L GI— I -__
9 PROPOSED CONTOURS ` I� I \, / TO'BUILOIN E7BACK � < � —��1 r _— — / L � ��'�
(�.) '� I 1O `// a � � VM \ 7N arm-��� � —
aee �r. E 6 / e/ a In A AV �. 1111\//0,Il ,,* ,� A
STD ADAWMMWESTBROOK I /
&C STOPHER D.WESTBROOX �� -, IL O / I � _ O \Is k. O \�\ 1• �\ \— . I Ii,`l `� \ , o- 204P \
D.B.14LOT34 245i /y ,` \ \ I
tl!I
\ \ I I I/AH DY �� \1
ry
LAND CLASS: RESIDENTIAL / E \ % 0� / I- 1 �/ A� ,, \ -` - \ 1\1 1 /%ill I ,��\\ 2/ \ // �'J•' � .t II PROPOSED RETAINING
/ / WALL(TYP.)
a'//4 � ����°�/ ,I� C,',� ._ } \ \ \\`\ � i I• 'I
/ 16 a — \\ I Iw I
EIP G — . .!_ <' -10-
PII� a0 ge.. II It .. •— --1- —- A tI4u \
` lPP 10.
_m
Z., �I l�'�G1 rrii P!!II��PP p B.M.2003 PG 2026
T”TERR 4H8.ZO' 6 I►� I\ ���s�I1�P4 y' AND CLASS: COMMERCIAL
8'7ERR �\ GORDONSTR °T
e Ill
1 4 FOR CONSTRUCTION T&H 06/20/24
„Alm.R19660 DPG. / nl�� `j�
ifl �2 ( .:
jr
•
24V/C � r•�• _ ••• w A -ROP(SED STORM ROOF LEDOWNSP•DER �• ',ail 2 T&H 05/16/24
EIR / 3 j �ij• ) ( ) • UM I RIEVISION DEVELOPMENT PLAN
- ./: ` PIPE TYP.
DRAINS TYP. s
_`�. •, //� I',' I 1 SITE DEVELOPMENT PLAN T&H 05/01/24
/''�// 481.00 ® l8 � � REVISION#7
T (� .1 FFE •• �' NO. REVISIONS BY DATE
us 0
1 4.:7 lik,'!,11,44*, It i
, 1 Li eas N i
IN
- I��pl iI .I ji• � __�®i ENI ® ® � �4 11 r c tH ARD `,,� n rr•C/••'4.
I �': :',11-1- ■■■ _ — LjAI e •ESN,CARD�- •. 1 %' 'i0,o. II raftivar_ �� r'.r �" ` I 1 _ , ' II i �' ae' P '',0._ 1■■■■■ ■■ itik
• I III (� 2 1
I �V -� I 7 � =-!i' ,�iI 'i,ft MISSf,�`.`� ;ANaa•
PROPOSED INLET PROTECTION(TIP.) i,II IIVI �r�'. *,y\P _ \ `1 •� / i v_—'��.■■■��■■ '/' ITHE TREE PROTECTION FENCE SHALL BE MAINTAINED ON THE SITE UNTIL ALL SITE WORK lSI -r '�r' C �� PROPOSED WALL �• a¢a — �— — •'�Ga 1 COMPLETED AND THE FINAL SITE INSPECTION IS SCHEDULED PRIOR TO THE ISSUANCE OFA'• I�„ ►a_ `,, •v \ F \ \ �`_— u \ IR CERTIFICATE OF OCCUPANCY CO THE FENCING SHALL BE REMOVED IMMEDIATELY PRIOR TO
�„ • ,� ��:+ + — _ ale Z Y 1 THE FINAL SITE INSPECT/ON FOR THE SITE.
ANISA C.• EA • •• 0 WESLEYCLAYTOR •
aTa_— .I • I I�..e+_ _� • : �^< ——— ��\_ •-� �.. Tr )
&LING GU, &CHRISTA CLAYTOR y IL � �I ` �n 10 I PROPOSED SILT FENCE -__. —__ �7� TREE PROTECTION FENCING SHALL NOT BE MOVED AND THERE SHALL BE NO
D.B.12394,PG. 731 D.B.6634,PG.102 D.B.15937,PG.1 •• .}r�Y I I 1 I�61 `BUFFER TYP. _��_._�� IPI ()
fj����. _ / r( ) _,_�—__c� 1l ENCROACHN€T1P1N70 SUCH PROTECTED AREAS WITHOUT WRITTEN AUTHORIZATION OF THE THOMAS
LOT44 I LOT 45 I
ffffffFFFFFF II
' /a" .� ———— y �� o I TOWN'S ZOV/NG COMPLIANCE STAFF.ANY ACTIVITY(LANDSCAPING,FENCING,OR UTILITY Limr
B.M.1960,PG. 45 B.M.1LOT 'G.45��73' "ak., /� � 1�/ \
rUMPSTER b INST[CATION SHOWN ON THE APPROVED PLANS IN A TREE PROTECTION AREA,SHALL ALSO
t A S: RESIDENTIAL , .. .�1 �' NOT CCUR WITHOUT WRITTEN AUTHORIZATION FROM THE TOWNS ZONING COMPLIANCE I I " L STA ANY UNAUTHORIZED ENCROACHMENT OR DISTURBANCE WITHIN THE BOUNDARIES OF AHUT TON
aag� -T v L-� w 10 SPACES 1 THE PROTECTION AREA SHALL AUTOMATICALLY RESULT IN FINES AND THE REPLACEMENT OFIn• I I �' / , oL• 1 \ ANY AMAGED VEGETATION IN ACCORDANCE WITH THE LAND DEVELOPMENT ORDINANCE.
I / PROPOSSED WANING O -, * a,- I M)I all / L \
/ / • / / / // /I LL/T•r?) o'4 / / m, I /�'� ^/I y l\ I PROPOSED SAND FILTER. CONTRACTOR 611 Burroughs&Chapin Blvd.•Suite 202
/ / g° / / /+�/ ` / 1{ et // I�I��ff"1J� / / /�r// -4 RESPONSIBLE FOR REMOVAL OF THE SEDIMENT m m Myrtle leach,SC 295n•843.839.35a5
/ / / /' / • ' // 1 / /" 1 BASIN AND PROPER DISPOSAL OF ALL vww.ihomasandhahon.com
0 'j� ACCUMULATED SEDIMENT EROSION CONTROL LEGEND
C / _ L / / _ I S to/ h r//i/1 ///////////
. ./EIR E/P 20'/UTILIT�EgSE/ , / / / / X / / / / // IIaI,r /0/ ��A1.1p60.,PG.46� ✓T/ // / / // / �Ic�� � � //,^M/ 1 1 I, '�.� - %/ \ % ARCHED STONE FI TER INLET PROTECTOR EROSION CONTROL PLAN -
- - I
�4_// // / // L.
) / ���� �� / 1 ■ d„%11 f i •j sTORMWATE NNo CONTROL
s
/ / / / // /i / �' /iiii l(1 �`' EASEMENT LEGE,LLC PHASE 3
-a&3_ / / / / - • / �I u.o. iri ru.yoo D.B.13258,PG.2207 ' > > TEMPORARY DIVERSION DITCH
J� / l / / / / / / 5/ % SC." I' // ■ I%/ 1. '1TISTORMWATERoEASEMENT:RCIAL / B.M.1990,PG.196 / ® RIP RAP
I / / / / / / • 1/ / • ■ ///// & k �F SILT FENCE
_ / / / // / / / / / / '�, /- -�! // /�r /rlyD CLASS: COMMERL^)K�
BRUWN -- /—♦91 _ / / / / kAF LA I / / / I / ■ ` • ■ /"////f ___IT j j 1P TREE PROTECTION FENCE
1.EROW \ /_ ( ) /-1_LAID CAS. IDENTIAL/ / // ly/ r I ■////\L��/.� ' ND S ETSC.PE w INLET�caMrnr A/C ROSE PARK MANOR
T PG.792 ———J ,� \ \ / // / / 1 1 i I 1 (f\a �/l — ---:-.,_-__a
—— -.:_•_ I / // / CONSTRUCTION ENTRANCE WATTLE INLET J
1 ( Z /y-\'II / I r l I/ r'j \\\I\\\O\ I I( - `\n PROrecnON
\ --\ / I / I 1 I Tm / : IQII ■ V\\\\\r \ r` %.,--/ m ® SILT FENCE OUTLET ® CHECK DAM
I' r( f 1, / co ll 1 'I .:- PROJECT LOCATION:
/ / /1 / / //r I 1 - C \`7y_uo—' 498 Kilmayne Dr.
1\ f I / PE ANEM •� ! �!p-• °h—
/ \1\)\/ 1 / // ((/B.1 Q S`..� _I-''' !.��•' �•ia � 'm--y,_—�_—yt _ CONCRETE WASHOUT Cory,NC 27511
1 N 6,EASEMENT I 1 1 /`/ _! yh' ! 47.1 '
I 94` „979iPc.l4:I I I\J _1__ • e e`.r.+tt� CLIENT/OWNER:
-jl ,_0 - ` ` -M6-- �7 F- •♦ ! k•,4 J i.t Semen porn/ ' H y m Beacon Management Corporation
ar. _ PI' 1C� ry„+r ii ii� � vr �aW_l -. EMM
EIR AMISI—-'�jPj ! • I; I�� t EN 408r Battleick ground
2 Avenue
G OEMM 3 SIDEWALIf/ F FMM / Mern: l '•II T114• i111�1.4 7 0 Greensboro,NCn 27401
N — PERMANENT —•••LJ' L" —J. E j 'rm 36 Rg,_,
\ WV \ J(UPE)EASEMENT •,• 6'RC••' ,`•36RC�
\ \ \ 4 z t /:/ 1..• _ 'REFER TO G0.2 FOR NOTES.
\ 1.2"W 12"W \ a VO 11® W tea' G_ m
4 \'5> m N _ ALL CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH
\ � — 2 ——T— CURRENT TOWN OF CARY STANDARD SPECIFICATIONS AND DETAILS.
\T— — `\ —
—
\ — — cD44L—/ — —�' APPROVAL STAMP 30 0 15 30
oerN
N o o MAYNARD ROAD(SR 1415) /
_ VAR"°^L§^ —
\�5 $
\ m 'j,' PROJECT 70 00121 £ IIF= SS 0 SS m " G1 RAPHIC
SCALE:
30 FEET
_ \——— — y Project
evi Review Committee
\ \ I P1PPProject Review Complete
/ I 1 PPS 24-DP-6920
/ / 06I21I2024 DATUM:HORIZ.:NAD83 VERT.:NAVD88
_x"_ _ /_\ i / Reviewed for compliance with Cary'applicable,
JOB NO: 31520.0000
/ — development regulations,and if applicable,
PP DATE: 2/13/2024
AMERICAN PROPERTIES HOLDINGS LLC based ore plans prepared by regist E C 3.1
// I. ewed
DESIGNED: DAD,MPM
REVIEWED: JSA,PBR
I \ I APPROVED:JSA,PBR
SCALE: 1" 30'