NCC241950_Site Plan or Location Map_20240626

1
MCADAMS
The John R.McAdams Company,Inc.
OLD MILBURNIE VILLAGE 2905 Meridian Parkway
Durham,NC 27713
phone [phone]
fax [phone]
license number:C-0293,C-187
www.mcadamsco.com
SITE DATA 2 812 OLD MI L B U R N I E ROAD CONTACT
PIN 1784-87-2891,1745-97-2793,1755-17-9228(PORTION) RYAN K.BARKER,PE
SITE DATA ST.MATTHEWS TOWNSHIP KNIGHTDALE, NORTH CA R O L I N A, 27604 BARKER@MCAT-0906 .COM
ZMA-09-20
ORDINANCEp 21-07-21-006 PHONE:[phone]
SITE AREA GROSS AREA: 91.53 AC
NCDOT R/W DEDICATION: 0.81 AC
NET AREA: 90.72 AC
CLIENT
ZONING PUD(GR3)
WATERSHED NONE
OVERLAY
WATERSHED LOWER NEUSE EROSION CONTROL PLANS
SUNCREST REAL ESTATE&LAND
2701 EAST CAMELBACK ROAD
#180 BILTMORE PARK
RIVER BASIN NEUSE
PHOENIX,ARIZONA,85016
FEMA DATA FIRM PANEL X37201745001,DATED MAY 2,2006
FIRM PANEL p37201755001,DATED MAY 2,2006
FIRM PANEL X37201785001,DATED MAY 2,2006 P R O J E CT N U M B E R: 2020110478 PHONE: [phone]
SHEET INDEX
EXISTING USE VACANT SUNCREST
ft C
PROVIDED USE RESIDENTIAL-75 FRONT LOADED,103 REAR LOADED&89TH UNITS CO.00 PROJECT NOTES SUN R E T
C1.00 EXISTING CONDITIONS Real Estate ea.land
DENSITY 267 UNITS/90.72 AC=2.94 DU/AC DATE: S E P T E M B E R 15 2023
C.01 DEMOLITION PLAN
SETBACKS PROVIDED FRONT YARD: 20' C6.00 EROSION CONTROL NOTES
(FRONT SFD) (PER PUD) CORNER YARD: 10' ' C6.01 OVERALL EROSION CONTROL PLAN-STAGE 1
SIDE YARD: 5' C6.02-C6.06 EROSION CONTROL PLAN STAGE 1-AREA"A"-"PUMP STATION"
REAR YARD: 15' SEC 000010 2022 C6.07 OVERALL EROSION CONTROL PLAN-STAGER PROJECT DIRECTORY
DRIVEWAY: 25' C6.08-C6.12 EROSION CONTROL PLAN STAGE 2-AREA"A"-"PUMP STATION"
SETBACKS PROVIDED FRONT YARD: lo' C6.13-C6.14 EROSION CONTROL DETAILS SUNCREST REAL ESTATE&LAND
NCGO1
(REAR SFD) (PER PUD) C6.15 STORM DETAILS 2701 EAST CAMELBACK ROAD
CORNER YARD: 10' C9.A1 STORMWATER MEASURE"A"PLAN VIEW
SIDE YARD: 3' C9.A2-C9.A4 STORMWATER MEASURE"A"DETAILS 8180 BILTMORE PARK
AR Y REAR D: 15' C9.AS STORMWATER MEASURE"A"LANDSCAPE PLAN PHOENIX,ARIZONA,85016
DEAR AR. 20' C9.B1 STORMWATER MEASURE"B"PLAN VIEW PHONE: [phone]
C9.B2-C9.B4 STORMWATER MEASURE"B"DETAILS
SETBACKS PROVIDED FRONT YARD: 0'(MIN.)25'(MAX) C9.85 STORMWATER MEASURE"B"LANDSCAPE PLAN TOK DEVELOPMENT SERVICES
(TH) (PER PUD) SIDE YARD: 0'(10'MIN.BUILDING SEPARATION) C9.C1 STORMWATER MEASURE"C"PLAN VIEW JASON BROWN
REAR SETBACK FROM REAR LANE/ALLEY(MIN.): 15'
C9.C2-C9.C4 STORMWATER MEASURE"C"DETAILS PHONE:[phone])
MAX.BUILDING HEIGHT: 3 STORIES C9.C5 STORMWATER MEASURE"C"LANDSCAPE PLAN
PARKING REQUIRED z/UNDxz67 UNITS=534 SPACES C9.D1 STORMWATER MEASURE"D"PLAN VIEW [e-mail]
C9.D2-C9,D4 STORMWATER MEASURE"D"DETAILS
PROVIDED 444 GARAGE SPACES
C9.D5 STORMWATER MEASURE"D"LANDSCAPE PLAN
267 DRIVEWAY SPACES C9.E1 STORMWATER MEASURE"E"PLAN VIEW TOK ESC/PUBLIC INFRASTRUCTURE
1 SPACE(DOG PARK) PHASE NUMBER PHASE 1 PHASE 2 PHASE 3 TOTAL
C9.E2-C9.E3 STORMWATER MEASURE"E"DETAILS JOHN STOVER
PC9.E4 STORMWATER MEASURE"E"LANDSCAPE PLAN PHONE:[phone])
ACCESSIBLE PARKING REQUIRED.
2 SPACE(MAIL KIOSK)
PROVIDED 1SPACE(DOG PARK) NUMBER OF TOTAL LOTS 33 100 134 267 I PHASE 11 PHASE 2 PHASE 31 TOTAL [e-mail]
2 SPACE(MAIL KIOSK) NUMBER OF FRONT SFD LOTS 14 28 23 65 SITE
GUEST/AMENITY PARKING PROVIDED 20 SPACES NUMBER OF REAR SFD LOTS 12 52 49 113
ON STREET REQUIRED 22 SPACES NUMBER OF TOWNHOME LOTS 7 20 62 89 SINGLE 26 80 72 178 RALEIGH UTILITIES DEPARTMENT
FAMILY CYDNEY TERRY
ON-ALLEY(TH&KIOSK) _PROVIDED 20 SPACES TREE PROTECTION FENCING 5052 LF 3605 LF 6322 LF 14979 LF 919-996-3546
TOTAL OPEN SPACE REQUIRED 439,1405F(10.08 AC) OPEN SPACE? YES YES YES
1520x3.5x177)t(52ox2.5x9o) - TOWNHOME 7 20 62 89 [e-mail]
TOTAL OPEN SPACE PROVIDED 1,602,651 SF)36.79 AC) NUMBER OF OPEN SPACE LOTS 3 3 $ 14
6"PUBLIC WATER(LF) 276 LF 320 LF 253 LF 850 LF APPROVED ALTERNATIVE DESIGN STANDARDS
PASSIVE OPEN SPACE REQUIRED 25%X36.79 AC(50%OF TOTAL REQUIRED) H"PUBLIC WATER LF TOTAL 33 100 134 267
PASSIVE OPEN SPACE PROVIDED 23.78 AC ( ) 1281 LF 4746 LF 3567 LF 9594 LF THIS APPROVED WITH DEVIATIONS FORM THE TOWN OF KNIGNTONP TYPICAL STANDARDS
TREE SAVE-PERIMETER REQUIRED 245,720 SF(5.64 AC)(12,286 IF x 20") 12"PUBLIC WATER(LF) 6885 LF 1783 LF 2830 LF 11499 LF S Typical Min. TMProposedMnnn
OFSITEx20' 6"PUBLIC SEWER(LF) - - 336 LF 336 LF Design Element Standard Standard Justification/Comments OPEN SPACE 6.25 AC 8.85 AC 6.57 AC 21.76 AC
8"PUBLIC SEWER(LF) MINIMUM LOT WIDTH FOR FRONT- BD Bo WIDFSHAU NOT LOAD ALONG THE MAIN EAST-
TREE SAVE PROVIDED 5.7 AC 1784 LF 3363 LF 3641 LF 8788 LF LOAD DWELLINGS °WRONGS MAY HAVE LESS BETWEBETWEENWEST COLLECTOR ROAD. '
THANCONNECTIVITY REQUIRED 12"PUBLIC SEWER(LF) 2402 LF 1762 LF - 4164 LF MmIMU,,,n.A,I,ONon, RS PoRFRONT-LOADEDWIDTH
, OPEN SPACE 6.86 AC 3.14 AC 5.28 AC 15.28 AC
CONNECTIVITY PROVIDED 1.46(22 LINKS/15 NODE) PUBLIC STREET(LF) 1862 LF 7582 LF 1910 LF 11354 LF FOR REARREDUCEI THE SURFACES. PASSIVE
PROPOSED 17,628 LF 1.4 PUBLIC SIDEWALK(LF) 3602 LF 13682 LF 3840 LF 21124 LF MAXENTAGE OFTOWNHOME Sow LOADED
OAD DLOTS. PUD OOC MODIFICATION.
ROADWAYS w
CURB AND GUTTER(LF) 4869 LF 13573 LF 10388 LF 28830 LF °
OPEN SPACE AMENITY TABLE FRONTAGE REQUIREMENTS OTS SHALL FRONT OH A ALLOW TDWNH0MESTO IN ORDER ID CREATE AN ENGAGING DESIGN wnHA1TERw.ROE LOT MOLDS.t,OMeTH
STREET SIGNS 21 64 28 113 PUBLIC STREET OR PUBLIC FRONT ON HOA OWNED AND Om MIIBDRNIE VILLAGE PUD REauoTEDTHE MUTT TO FRONTTDwHITOMESE
OPEN SPACE A PAVILLION,FIRE PITS,SEATING,PEDESTRIAN COURTYARD WATER SERVICE STUBS 33 108 137 279 SPACE. MNNRAJNEO OPEN SPACE. DIRECTLY
ow LY ON NOA OWNED AND MNWNxm OPEN SPACE,RATHER THAN PUBLIC ``NLECARp'A'
OPEN SPACE B COMMUNITY GARDENS,RECREATION ZONES,DOG PARK SEWER SERVICE STUBS 33 104 130 267 ACTIVE OPEN SPACE REQUIREMENT Of to OF RECREATIONAL AE ,lvrrtaPANDED OLD MIIBURNIEWUAGE WAS APPROVED AN sarooEED INTERPRETATION OF ACnno - ..`�A.;6 SS••47ti A°...
OPEN SPACE C MAIL KIOSK&RESTROOM,PLAYGROUND,PLAY LAWN,TREE ORCHARD EN SPACE MEET ACTIVE OPEN DEFINITION OF ACTIVE OPEN oPFN SPACE FOR THE PURPOSE OF THIS DEVELOPMExz,TO INCLUDE A MYRIAD Or ALL MATERIAL&CONSTRUCTION METHODS & i /O,;..9"s ue
.SEE LANDSCAPE PAGES FOR DETAILS 'DISTURBED AREA = 83.40 AC-i SPACE STANDARDS tUV!NGeals TO INCLUDE
EEOENoo SEDDEVEIOPME ACISw LLINCLUDEw LKINGTRLMS,SHeo,seATNG,ES Punoo SHALL BE IN ACCORDANCE WITH ALL CITY OF EV SOIL";; _`W$,.,„
'/r5� "xw"E"'SDACARU,Sw'TMPIAOEQUIPMENT_E°M"°"'TMwe000c.ovv- RALEIGH&TOWN OF KNIGHTDALE DESIGN �arlEerO4.E , ' "t
'P� WATER ALLOCATION POINTS 5ESRaBEe500B'A"S GATHERING STANDARDS,DETAILS,AND SPECIFICATIONS •F Q-/
rNOLrFIxmRES.FIREPTaIxnRPRmVE �.�tero4INEE+' ��
,4rI III IIII II / 'I 51 POINTS cou0.TYARos.AND ACCESSIBLE PAVILIONS. - g,R0510N AND SEDNJENT CONTROL Ai J- •••'L�.``
P _ I PROPOSED POINTS Po F DOG-
FRIENDLY Town Certification.This design has been reviewed by the,itEngineeronform the Town pA'9/y F E gPR v
�,4 C\`'�� (15 BASE POINTS POINTS BONUS POINTS) MASS GRADING vROMNTEOOrvmaser-LOADED MASS GRADING PERMITTED AUTowxxOME UNITS mau0mlxTHIS PUD ARE ExEMPr FROM UPS
K.
_ 11 'IIB 1/ Ts sic o0.GMOOs o0.ALL lots REauIRenFm BY RIGHT,Du[or THEIR NARROW LOT WIDTH.THE OVERWHELMINGD ATE i 04/6/20 of Knightdale,and to the best of my knowledge and belief,it conforms to the Flr r
1111ZI II IIIfIIIOIPe J_ STORMCONSTRURAF N THE BMP 4 POINTS RTHI°ww•,DtSS°LOTS WOULD JUST
LOTS we WITHIN THIS
o II IIIIF STORMWATER,BIORETENTION SPOINTS PAenni[No.S C121D21'Q�j requirements established in the Standard Specifications of the Town of Knightda le.
!rF Rrsxoln OF
By: Date:
�IWIN iii,
`� OFyj SPECIFIC REQUEST OF STAFF.PROPOSED BUFFERS AND RIPARIAN BUFFERS AT Town Engineer
" , 0. ON-STREET PUBLIC PARKING 4 POINTS IRRESPECTIVEuxD Tlcsms uwGEn LOTS,CREATING ADJACENT TREE COVERAGE
Town of Knightdale
.. Sq- These plans are approved by the Town of Knightdale and serve as construction
',.� Z Sedimentation&Erosion Control tans for this project.
S RESIDENTIAL ARCHITECTURAL STANDARDS 15 POINTSOF GRADING. p
1.1 �aa'` OUTDOOR DISPLAY OF PUBLIC ART (919)-217-2250 By: Date:
w� 4POINTS MEDIAN UBB WIDE [WIRED am Administrator
OU ,- IPEMATO BE APPROVED D LAYGR UNDEQTAFF) oAsrrnoN IN uoo AVENUE WITHV MEDIAN. STAFF TO IDENTIFY AN APPROPRIATE STREET sEcnori TO USE FOR THE PROPOSED,
$ r=�� IPEMACERTIFIEDPLAVGROUNDEQUIPMENT 4POINTS W COLLECTOR ROAD WHICH WILL CONNKT OLD MILBURNIE ROAD AND OU3 CREWS_ _ _ SITE PERMITTING APPROVAL
�L Town A d Standards Shall Control.In the event of a conflict or CROSS-SECTION
WASFDOR MODIFIDDURINGeoawwIE Water and Sewer Permits(If aRBEcablel
E.
sPProve EssAREU.REQUEST eROnE MNzsrMLMOIFTCREASE LANE wAom(e TO
The City
$L ��'.'==.I inconsistency between these construction drawings and the Town ofntrol.dale's FURTHER ° ATA of Raleigh consents to the connection and extension of the City's Public Sewer System as shown on this plan.h.c
Approved Standards for this project,the Approved Standards shall control.Town aGoSSSD ON WIDTH
TO9')Tae 00ee00r WAS APPROVED TO PAPP,A material and ConsWctiof methods used for this project shall conform to the standards and specifications of the City's Public
'Alof Knightdale Approved Standards shall mean all development documents necessary COUECTOR ROAD WHICH INCLUDES Two Utilities Handbook.Gty al Raleigh Public Utilities Department Permit I 5-50/8
_ - for approval for the Property including,but not limited to,any special use permit, LANES WITH aRxIrTGASBOO SHOWN oervTBDaNLSPace REVISIONS
_• _ subdivision plan,site plan,subdivision plat(s),phasing schedule,Development x.WIDE MEDIAN AND NO ON-STREET OF THE ASSOCIATED MASTER PLAN. P The City of Raleigh consents to the connection and extension of the City's Public Water System as shown on this plan.The
m 0 PROJECT SITE O Agreement,Utility Allocation Agreement,Annexation Agreement,the Town of material and Construction methods used for this project shall conform to the standards and specifications of the City's Public
�, Knightdale Standard Specification and Details Manual and applicable provisions of REAR SETBACKS FOR SFD zs FOR SFD 15 REAR SETBACK Puo Doc MODIFICATION. Utilities Handbook.Gty of Raleigh Public Utilities Department Permit I W-3930 No. DATE
c , 11 the North Carolina State Building Code. n n w sewer■ ��i..11 A The City of Raleigh consents to the connection to its public sewer system and extension of the private se collection
a system as shown on this plan.The material and constructions methods used for this project shall conform to the standards
OLD LEWIS FARM RD.( Villrft 9 ATTENTION CONTRACTORS and specifications of the City's Public Utilities Handbook.
a .,I N 25 City of Raleigh Pudic Utilities Department Permit 1
The Construction Contractor responsible for the extension of Water, Professional Design EngineerCertification.These improvements shall be constructed in accordance with the following
o drawings and with the Standard Specifications of the Town of Knightdale. CRY OF RALEIGH-PLANS AUTHORIZED FOR CONSTRUCTION
sewer, and/or reuse, as approved in these plans, is responsible for I, PE,certify that the Standard Specifications of the Town of Knightdale have been thoroughly- ¢ 'AIIP Plans far the proposed use have been reviewed for general compliance with applicable codes.This limited review,and
� contacting the Public Utilities Deportment at of their99 con 40 of approvedchecked by thefou Town f Knightdalepplicable and.ip exceptions
tionsAll reshownonns to Sheeapplt(s)
Town standards havedrawings.
previously authorization for construction is not to be considered to t total compliance with all legal 1nts for
m 4t1 least EwentX four hours prior to beginning any of construction. approvedbythe Town of Knightdaleaedsaidexceptioesareshownonsheet(s)- ofthesedraw,eBs. n consultants,
g requirements
L 'k 4t 81
I Seal By: PE development and construction.The Properly owner,design consultants,and contractors are each responsible for
Date: compliance with all applicable City,State and Federal laws.This specific authorization below is not a permit,nor shall it be
4 , . Failure to notify both City Departments in advance of beginning 0 construed to permit any violation of City.State or Federal Law.An construction must be in accordance with all Local,state,
millik Atik construction, will result in the issuance of monetary fines, and require and Federal Rules and Regulations. CONSTRUCTION
reinstallation of any water or sewer Facilities not inspected as a result ��V CONTRACTOR SHALL NOTIFY"NC811"(811)OR(1-800-632-4949) AT
a of this notification failure. LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION Electronic Approval:This approval is being issued electronically.This approval is Valid only upon the signature of a City or DRAWINGS FOR:
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. Raleigh Review Officer below.The city will retain o Dopy of me approved plans.any work authorized by this approval must
V I C I RI ITV MAP Failure to call for Inspection, Install a Downstream Plug, have CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE proceed m accordance with the plans kept on file with the City.This electronic approval may not be edited once issued.Any OLD MILBURNIE VILLAGE
modification to this approval once issued will invardate this approval.
Permitted Plans on the Jobsite, or any other Violation of City of r A KNIGHTDALE,NORTH
t Raleigh Standards will result in a File and Possible Exclusion from Know what's what$below.oW. THEIR OWN LOCATOR SERVICES INDEPENDENT OF"NC811". City of Raleigh Development Approval CAROLINA,27604
a 1LI _ 700L future work in the City of Raleigh. Call before you dig. REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. City of Raleigh Review officer PROJECT NUMBER:
m J PRELIMINARY DRAWING-NOT RELEASED FOR CONSTRUCTION 2020110478

GENERAL NOTES LEGEND(UNLESS OTHERWISE NOTED) ' '
II
cLLv z7e.31' 1. THIS IS A SURVEY OF AN EXISTING PARCEL(S)OF LAND.THIS IS AN EXISTING
i' is"Rcv �y CONDITIONS SURVEY. A CALCULATED POINT
__ 2. BEARINGS FOR THIS SURVEY ARE BASED ON A BOUNDARY SURVEY FOR BRADLEY I.
ELEv..187aRor i� ELEV..2az13 N/F o UPCHURCH AND CHARLES H.CARR&PATRICIA C.CARR BY BOHLER ENGINEERING '- GUY WIRE
11 I `E ALLA S.ALEXANDROVA AND N; DATED 08-23-2018.
/ V ,5",.., CHARLES A.LANGLEY ,y 3. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES. 0 IRON PIPE
_ E�Ev.:zez.Ta' ^Y 4. ZONING:RT PER WAKE COUNTY GIS
D.B. 15063,PG. 1409 lc,.// + 12"air cMa ^ 5. AREA BY COORDINATE GEOMETRY. 0 LIGHT POLE
B.M.2000,PG.709 4
/ EtN.:zea.a7 P.I.N.: 1745-98-4876 2\0 ¢oyo' 6. FLOOD NOTE:THIS PROPERTY IS LOCATED IN A SPECIAL FLOOD HAZARD ZONE. N IS
III+��'j 12, P N/F ,y / LOCATED IN ZONE"X'AS DEFINED BY F.E.M.A F.I.R.M COMMUNITY PANEL ® TELEPHONE PEDESTAL
11 11 ELEV.:M2essr JOSEPH JASPER SPRUILL,JR � s `°� /3720175500J DATED MAY 2ND,2006.
1: mw ® TRANSFORMER MCADAMS
\ ! \ D.B. 16988,PG.329 / e. / 7. UTILITY STATEMENT
\ 4 PIN.: 1745-88-5555 / / 0'?": 'p THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY
\\( \ I /-1 /S) t') J J-1%r a- \^'1 3 /I-J 1om? 1,IaA..,.7j INFORMATION AND EXISTING DRAWINGS.THE SURVEYOR MAKES NO GUARANTEE THAT Q' UTILITY POLE
(1 I � / n_� 4 -V 1 // { f / / ' 7/ a // / ( \ ' 1)° I > r f J \ ... 6. !u\_'a.,/ /) ( l�\\S( a �/ THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, The John R.McAdams Company,Inc.
I \ *\ \ \ \ )/I ) \ram rr /A\!I `� �' WELL 2905 Meridian Parkway
\ I\)�\ �Yr, J a 1 l \.�.\\- J J( /) i)l \ I / J \ r / 1 > )\ \)J'r ti /J I))I'. \\ yt'o, \ I EITHER IN SERVICE OR ABANDONED.THE SURVEYOR FURTHER DOES NOT WARRANT
\\ \)l\/C I \`\ \\`-.o/ t✓-...,/,
/) / J I l( ) \ ` I \ "07)/.-N(:T34 5\'E 773.69'��r r)1) l/ f// ( ,, $.'' \` -� (^( THAT THE UNUGH DERGROUND DOES
OE OUED CERTIFYUTI THAT SHOWNAT EY ARE ARE IN THE EXACT D AS ACCURATELY
POSSIBLEOSTED - - ADJOINER Durham,NC 27713
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] L`- I e �446T99'r,..\ 1 P'' " �,-, _a- /r`/ FROM INFORMATION SAVAILABLE.THTHE SURVEYOR OHAS ENOT PHYSICALI Y LOCATED THE
I I t \\\\I I`S<\\.aO`'. a\N 8T35'11"E 909.55'. ! 31�J7' /'"" J 1E),
° I° l( \` \ BOUNDARY
\ 6\877,68 \( ,a 1 '1 a° \-o-r J - /' ( (S y-. C/j 2���//2•/1f9\\ 'V,'N\' \\ `.- t(i/(2/ UNDERGROUND UTILITIES. phone 9.3 1.2 69
•3187:'ti 000
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BURS' I LJf-1 L t\J( ((cI/>1 -a/ ))l / 7 I 10 e\ I/I /I 1 \(`\ �' �r ��� //\ 50' PUBLIC R W I - w -w- OVERHEAD UTlUTY license number:C-0293,C-187
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's'LL1 23'01'42"E 20.50' L63 33'07'05"W 11.74' L125 22'33'25"E 43.40' L187 00'05'02"W 5.00' L249 38'21'34"E 12.89' l "' \ C c/, 1RMA FLL CHANT O LI EERr▪ -o _.l i ��A=-=\I - , ,: \. 72'CMP '• O¢';\ j(\J`j 1.,\ 37 0175500JOD ,DATED MAY 2,SURANCE 2006 ,c, r- ,/J�y_-C` \\AlEtcv.:z2e.0I' "li? i1
L2 26'28'44"W 2201' L64 10'10'51"W 14.86' L126 23'11'23"E 45.43' L188 44'45'O6"E 3.23' L250 63'25'25"E 10.16' r ( l MAP ,"'� 1' °
L3 56'59'05"E 72.76' L65 25'34'32"E 23.13' L127 22'36'31'E 34.36' L189 89'04'19"E 4.21' L251 42'10'46"E 10.60' _r / \;y�t �,_ \, - -' Z.,J. ,Ape J( 72 crnv r •`�
L4 77'39'49'E 22.91' L66 28'16'53'E 19.96' L128 16'40'32"E 21.41' L190 70'20'54'E 3.66' L252 79'11'30'E 15.63' \ Ji/>i/ 1 •7\a���\� A,it N/Fa-a- a-`\ !� r A,1 ,\ ELLc,:227.13' � SU 41':
L5 31'53'07"E 8.80' L67 12'06'35"E 6.67' L129 12'55'00"E 50.25' L191 40'05'56"E 4.82' L253 46'45'07"E 32.39' ,." ) \'Yi '0ABI MAYN'ILKy D`WIFE\-c-� 'r \ ,6
L6 89'23'38"E 12.11' L68 41'08'56"W 3.89' L130 08'42'21"E 14.80' L192 10'04'24"W 14.37' L254 35'02'25"E 9.53' .'r"- \ \J\-F,A1 INN HUGHES �, T J ��C�. 26 N/� I \\ 4 ..5 ART.
L7 70'28'38"E 22.56' L69 10'39'20'E 2.75' L131 45'14'57"E 3.42' L193 27'26'25"E 10.97' L255 48'28'30"E 5.49' .) 1.°oa--\J lam\ 6125,PG.7 ( y,"1( 1I r 'r t 6.519 7,B,�LC S`<a-{ \ .•r•.
L8 79'25'36"E 16.57' L70 34'38'20"E 12.42' L132 55'12'54"E 9.91' L194 86'34'09"E 22.19' L256 84'44'48"E 40.35' ,\ r y89,PG.,6 /7 / 'fB: 7 2737
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L10 31'30'26"W 14.84' L72 19'50'02"E 26.78' L134 17'18'49"E 8.65' L196 68'24'00'E 4.05' L258 84'44'14"E 17.69' ` 1 \\1\ :-S av , \ ^,C`"u G (o `,a♦,N,:(1755(•11p-87g3 \ a \,\
L11 08'57'07'E 31.22' L73 21'38'39'E 26.91' L135 40'24'33'E 21.73' L197 42'29'58'E 5.03' L259 21'28'48'E 10.30' .,-_-r'' _ \/r. x�\� 1 °P, m e G, .---. 1 x(f
L12 22'40'13"E 25.95' L74 19'25'20"E 25.56' L136 39'29'07"E 3.33' L198 44'04'56"E 10.54' L260 46'38'07"E 15.02' °
L13 26'15'01"E 17.67' L75 21'58'46"E 24.28' L137 00'12'38"W 3.54' L199 71'57'52"E 14.94' L261 71'03'58"E 16.63'
L14 53'44'36"E 13.15' L76 19'55'59"E 26.56' L138 36'18'09"W 5.83' L200 29'09'41"E 4.86' L262 03'37'23"W 21.98' SURVEYOR'S CERTIFICATE
L15 10'04'18"W 25.88' L77 20'04'06"E 25.16' L139 74'30'57"W 3.44' L201 05'37'05"W 10.55' L263 10'22'31"E 21.31'
L16 13'26'43"E 30.39' L78 20'00'02"E 28.40' L140 07'02'32"E 4.38' L202 09'48'41"E 21.48' L264 24'51'17"E 14.94' I,JAMES S.ARMSTRONG,CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
L17 46'51'41"E 15.26' L79 21'37'18"E 27.13' L141 38'20'47"E 5.42' L203 26'57'00"E 20.68' L265 61'39'03"E 15.30' SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION
L18 03'04'58'W 28.19' L80 19'56'14'E 26.76' L142 37'18'33'E 3.26' L204 67'46'35'E 12.25' L266 27'09'24'E 23.86' (DEED DESCRIPTION RECORDED IN BOOK$EE, PAGE MAE);THAT THE
L19 49'13'05"E 7.06' L81 20'59'19"E 27.07' L143 88'49'26"E 20.48' L205 80'01'44"E 10.05' L267 04'29'44"E 33.20' BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM
L20 67'21'08"E 16.33' L82 21'12'01"E 24.90' L144 51'56'55"E 10.70' L206 23'16'20"E 20.28' L268 00'47'04"W 30.33' INFORMATION FOUND IN BOOK$EE,PAGE.1))1.e;THAT THE RATIO OF
L21 18'59'03'E 17.08' L83 20'37'05"E 23.28' L145 47'50'39"E 28.62' L207 14'02'19'W 7.60' L269 34'40'57"E 5.15' PRECISION OR POSITIONAL ACCURACY IS 1.76,959+;AND THAT THIS MAP
L22 10'51'56"W 20.88' L84 20'02'00"E 26.09' L146 78'06'01"E 9.51' L208 58'50'37"W 12.18' L270 36'56'02"E 24.88' MEETS THE REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND REVISIONS
g. L23 49'57'16"E 25.82' L85 21'26'49"E 25.34' L147 69'43'41"E 9.77' L209 34'06'01"W 4.62' L271 66'55'20"E 5.33'
SURVEYING IN NORTH INA CAROLINA(21 NCAC 56.MBER'
L24 08'13'13'E 9.57' L86 10'48'42'E 49.15' L148 74'29'27"E 4.47' L211 32'41'32'E 78 L272 9'7'6"E 8.18' SE9T MYD ORIGINAL EMBER,A. LI2022E NUMBER AND SEAL
'4 L26 75'19'17"W 15.06' L87 20'06'54"E 25.35' L149 23'01'51"E 4.19' L211 41'01'40"W 7.58' L273 19'17'16"E 21.3' THIS 9TH DAY OF NOVEMBER,A.D.,2022. No. DATE
L26 75'09'17"E 15.06' L88 20'06'54"E 25.35' L150 23'08'S1"E 4.19' L212 41'00'40"W 9.87' L274 SS28'42"E 21.38'
ga L27 3717'53"E 8.90' L89 21'13'40"E 24.83' L151 27'56'50"E 17.51' L213 41'55'44"E 2.47' L275 65'16'26"E 24.92' 1 o6.272o22 REV PER TOWN AND CITY COMMENTS
L28 44'02'33"E 12.29' L90 20'19'01'E 31.20' L152 19'31'49"E 2.31' L214 62'32'57"E 10.91' L276 42'33'50"E 33.54' 2 09.15.2022 REV PER TOWN AND CITY COMMENTS
L29 15'47'40"W 9.67' L91 19'49'59"E 23.61' L153 3725'22"E 6.39' L215 73'35'45"E 15.44' L277 17'43'12"E 9.45'
gl L30 77'51'10"W 7.27' L92 20'36'30"E 26.68' L154 85'44'43"E 4.91' L216 23'20'18"E 17.04' L278 22'27'06"W 7.12' 3 11.21.2022 REV PER TOWN AND CITY COMMENTS
L31 11'05'22"W 15.84' L93 21'11'28"E 27.72' L155 27'32'56"E 8.51' L217 32'26'07"E 12.47' JAMES S.ARMSTRONG,PROFESSIONAL LAND SURVEYOR L-4411
L32 53'56'20'E 17.40' L94 20'22'49'E 24.51' L156 31'34'16'E 13.63' L218 23'00'22'E 10.03' I,JAMES S.ARMSTRONG,CERTIFY THAT THIS PROJECT WAS COMPLETED
L33 46'31'59"E 14.15' L95 20'46'42"E 27.22' L157 22'01'34"E 12.45' L219 81'03'06"E 4.64' UNDER MY DIRECT AND RESPONSIBLE CHARGE FROM AN ACTUAL SURVEY
ao L34 19'16'49"W 12.56' L96 21'05'48"E 26.24' L158 38'38'23"E 21.60' L220 66'12'26"E 1.86'
a L35 58'39'19'E 18.11' L97 21'08'25"E 28.27' L159 47'00'04"E 9.08' L221 72'44'30"E 17.21' MADE UNDER MY SUPERVISION;THAT THIS AIRRORNF(INSERT AS
ti L36 78'43'32"E 12.09' L98 20'04'40"E 26.51' L160 12'55'09"W 7.38' L222 39'18'31"E 4.69' APPROPRIATE:GROUND,AIRBORNE OR SPACEBORNE)SURVEY WAS PLAN INFORMATION
a L37 14'32'33"W 14.32' L99 20'48'47"E 29.35' L161 05'20'23"E 9.37' L223 07'11'24"W 12.30' PERFORMED AT THE 2,5 PERCENT CONFIDENCE LEVEL TO MEET FEDERAL
8 L38 18'05'02"E 6.54' L100 20'33'32"E 25.67' L162 39'42'08"E 26.38' L224 09'25'32"W 5.83' GEOGRAPHIC DATA COMMITTEE STANDARDS;THAT THIS SURVEY WAS
L39 45'14'57'E 2.28' L101 20'51'32'E 26.70' L163 42'24'05'E 5.38' L225 54'47'22'E 6.72' PERFORMED TO MEET THE REQUIREMENTS FOR A PROJECT NO. 2020110478
L40 08'24'55"E 7.56' L102 21'05'13"E 25.86' L164 86'38'13"E 6.18' L226 80'43'02"E 18.97' TOPOGRAPHIC/PLANIMETRIC SURVEY TO THE ACCURACY OF CLASS A AND
L41 1408'03"W 20.66' L103 20'10'52"E 27.12' L165 16'51'27"E 7.16' L227 41'50'48"E 13.90' VERTICAL ACCURACY WHEN APPLICABLE TO THE CLASS A STANDARD,AND FILENAME 2020110478-C1
L42 33'25'23"W 12.86' L104 20'05'36"E 24.90' L166 89'43'29"E 5.66' L228 80'05'30"E 17.52' THAT THE ORIGINAL DATA WAS OBTAINED ON APRIL 7.7077•THAT THE
L43 70'48'14"W 4.19' L105 20'56'42"E 25.92' L167 62'00'46"E 4.49' L229 78'43'17"E 32.97' SURVEY WAS COMPLETED ON NOVEMRFR 9.2029•THAT CONTOURS CHECKED BY JSA
gO L44 35'42'56"W 11.98' L106 20'33'49"E 24.50' L168 24'54'15"E 7.08' L230 58'30'55"E 23.01' SHOWN AS[BROKEN LINES]MAY MEET THE STATED STANDARD;AND ALL DRAWN BY TAM
L45 14'52'26"W 21.37' L107 21'10'23"E 25.11' LT69 20'16'23"E 27.98' L231 44'56'42"E 19.06' COORDINATES ARE BASED ON SFF NOTF 7'NAD 83'AND REALIZATION
' L46 09'24'02'W 14.19' L108 21'22'23'E 27.77' L170 43'14'50'E 25.33' L232 72'22'03'E 5.75' (DATE OF ADJUSTMENT OF COORDINATE SYSTEM)OR'NAD 27'AND ALL SCALE 1"=150'
2 L47 25'03'20"W 4.91' L109 20'38'46"E 24.90' L171 62'35'43"E 23.99' L233 26'41'06"E 5.43' ELEVATIONS ARE BASED ON) @(NGVD 29,NAVD 88,OR OTHER).
L48 34'35'05"W 11.35' L110 22'08'53"E 24.83' L172 85'53'14"E 14.26' L234 65'03'16"E 15.13' DATE 04.06.2022
L49 39:19:02:W 10.73' L111 19'48'46"E 1.25' L173 17'53'32'E 7.70' L235 63'58'58"E 4.74'
E L50 04 24 04 W 7.37' L112 86'29'56"W 2.62' L174 22'54'35"W 11.03' L236 27'50'18"E 14.22' JAMES S.ARMSTRONG,PLS UAIE
L51 08'15'42"W 11.59' L113 31'25'55"W 2.24' L175 52'13'16"E 8.01' L237 65'28'16"E 25.06' SHEET
,7 L52 10'16'39"W 16.36' L114 16'14'18'W 24.71' L176 86'51'37"E 7.36' L238 86'12'40"E 3.85'
33 L53 03'40'22'W 6.43' L115 17'22'10"W 24.42' L177 51'50'23'E 2.85' L239 37'56'03"E 3.59' Town Certification.This design has been reviewed by the Engineer for the Town OVERALL
8 L54 37'49'09"E 4.93' L116 12'00'10"E 10.16' L178 33'28'35"E 16.35' L240 45'21'32"E 11.51' of Knightdale,and to the best of my knowledge and belief,it conforms to the
L55 32'34'52"E 33.02' L117 20'29'13"W 6.71' L179 84'27'22"E 10.54' L241 62'19'06"E 13.68' requirements established in the Standard Specifications of the Town of Knightdale. EXISTING CONDITIONS
R L56 52'15'00"E 3.31' L118 4741'03"W 9.19' L180 85'09'08"E 4.64' L242 29'12'49"E 18.58' By:..---�-1 1- -----Date:
L57 58'03'30"E 16.97' L119 74'20'31"W 7.38' L181 50'44'28"E 19.47' L243 66'27'50"E 15.03' ALL MATERIAL&CONSTRUCTION METHODS Town Engineer DRAWING
G L58 43'12'54"E 18.25' L120 10'16'04"W 31.65' L182 27'54'21"E 5.58' L244 00'44'51"W 16.34' SHALL BE IN ACCORDANCE WITH ALL CITY OF These plans are approved by the Town of Knightda le and serve as construction
°'J L60 01'23'07'E 2.49' L121 24'34'04"E 1.07' L183 12'2'04'E 14.52' L246 59'04'23'E 12.26' plans for this project .0 0
v L6o 2'06'05"E 28.9' L122 22'27'06"E 1.07' L183 12'51'06"W 14.5 L246 16'25'38"E 4.04' RALEIGH&TOWN OF KNIGHTDALE DESIGN By: Date:
a L61 21'54'46"W 3.44' L123 24'28'56"E 37.28' L185 16'30'04"W 9.04' L247 73'47'21"E 19.02' STANDARDS,DETAILS,AND SPECIFICATIONS Administrator
L62 36'58'06"W 6.80' L124 22'45'21"E 13.19' L186 32'16'11"W 2.67' L248 65'33'49"E 10.74' C 1 PRELIMINARY DRAWING-NOT RELEASED FOR CONSTRUCTION