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No.Revision Date By
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PURSE SUBDIVISION
POST -DEVELOPMENT
WITHERS &— RAVENEL
910411MBIRS I PLANNERS I SURVEYORS
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CHATHAM/WAKE North Carolina
AL -69-3340 U—N-832
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1. THOMAS M. GRZEBIEN, CERTIFY THAT THIS PROJECT WAS COMPLETED UNDER
MY DIRECT AND RESPONSIBLE CHARGE FROM ACTUAL GROUND AND AIRBORNE
SURVEYS MADE UNDER MY SUPERVISION; THAT THE HORIZONTAL AND VERTICAL
ACCURACIES MEET OR EXCEED 'THE NATIONAL MAP ACCURACY STANDARDS, THAT / /
THE DATA WAS OBTAINED BETWEEN MARCH 7, 2015 AND MAY 2Z 2015; THAT W
THE SURVEY WAS COMPLETED ON MAY 22. 2015; AND THAT ALL ELEVATIONS / / , I ;v
ARE BASED ON NAVD8& I ��,I�%Wll loll/// , L - - ---------! 9/16' IPF w/ CA4F . % 9
/ I / .0 -,\� * C A, R 0 F//,,/� / if / I
- ?/, /, 1�
/ "i ' T
EBIE , Pl� . 5 1 �TE�� 4 f- S /0 - * -.',-
THOMAS M. !�D 4". -r1- , / - I C
C
= . T = " / 0
SEAL ,� '. '�� "IR NOW OR FORMERIX / /
:= - L-4695 47: = �_
- . Irl - - - NORTHWEST COMMUNITY CHURCH OF GARY, INC , W
1, THOMAS M. GRZEBIEN. CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY .� 0 5 (30 �z C11 DS 15709, PG� 2202 1
t stjlv4l�k%. 4 *� PIN: 0724-13-62DO - /
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION (DEED A. - " . %
TLE.). ,�; .zz
-SOURCE -� - , _., , �, N, TOWN OF CARY ZONING: R40CU
OF TI �, 1* /
e 1171's 0 k -j / .
DESCRIPTIONS RECORDED IN BOOK/PAGE AS SHOWN UNDER ,%
4 4 r .....
,
THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM �/,� � /
,
INFORMATION SHOWN ON THE FACE OF THIS MAP; THAT THE RATIO OF PRECISION / � 11 M. ,%%%\\ -
AS CALCULATED IS 1: 10,000+; AND THAT THIS PLAT WAS PREPARED IN fill '-'� 30' CP&L EASEMENT I
ACCORDANCE NTH B.S. 47-30 AS AMENDED. NTNESS MY ORIGINAL SONATURE, N DR 1935, PG� 618 -� / / L
REGISTRATION NUMBER, AND SEAL THIS 3rd DAY OF DECEMBER, A.D. 2015. DB 2185, PG. 451 % I
2'10-�� �� 1r) y NOWORFORMERLY I 1 . / �
7 Aw. ZL=����� CL DE G. YOUNG and wde I
tHOMAS M. 7GRZ �N.P. L S. �#4 � EARLINE M. YOUNG / /
DB 4920, PG, 705 i� �_ / ,
PIN : 0724-03-3027 z: I k � If CONTROL CORNER RBjC
WAKE ZONING: R -40W � Z� / 1/2- RBF ./ CAP '.
� Y(N): 742.702.56 _
W / / / X(E). 2,D21,,911.71 �0
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GENERAL NOTES POI -owl, I \'\ � , , ", ,� 41I,10 I I � I , "' I I - if'
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1. THE FOLLOWING INFORMATION WAS USED TO OBTAIN NC GRID 3 1 1 1 � , I �, I" I / , I - � iI , M 101�12i \ -#I�2 ' \ ��s,� "0311 " -, ,�, I 1 ��6" 1 .4� " , �
NAD83(2011)/NAVD88 STATE PLANE COORDINATES (SP P22 11 I I , \ , I � 11 " ; el +P13- 1 1 " ! I I I � *7 1 \ 11 -440 - -0 " �t! "+
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C) FOR THIS PROJECT. I " � 0 / / � �_, - , I \ , \ , � � '1�41 is' ,
� !.�51 +N112` i> , __ ' � , ' : �% �i � " " / � 11 1, 1 1 ,� '11, , I I � 11 11 \ __� , � , __ � , I I I � --- � _"11 -- 5+ 1 7 1 .,
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CLASS OF SURVEY. URBAN LAND SURVEYS (CLASS A) 12 '�" I I . �, , __ � " 11 I � -, � I /" 11 � I � 0 �� -, 1_� � �, -, � -\ 114--7- - 1- �, M I . 1 li 1�
- MON - I - 1 ,351.8 / ", � �,/ � � ,I ,�,/ : I I �. , � , " \ , \ \ , 1, - " , � - I I
POSITIONAL ACCURACY. I 1, " �� , I �' ; / I I I � \ �� I ,� " , 11 \11 101 I I
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OPS FIELD PROCEDURE: VRS I / 4rl3, , _ - 11 , ,351.41� i \ , " ,� - , \ \ I I I ---K, I I I
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DATE OF SURVEY. 2/23/15 (TWO SESSIONS) " , fp-ll- "' , , - , _, �, I , j ) � I , _` I" � I '-- 1-11, \ \ _` ,_, \ I \ , \ - ,
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DATUM/EPOCH: NADBX2011), EPOCH 2010.00 ! +, /_ I _/ , �,� � � ; r � � 1; , , __ ,\ 11 i % i " I I �, -, - , '�, 1\ , " - _ I ... \ \ t I
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019' /',/ , �, I I / I \ I I \ i
I 'NOW Q FORMERLY ,/ ,,,, , , , , X 11, - � - 1�\ ,I 1, , .
PUBLISHED/FIXED CONTROL USED: VRS. NCRD I / / / I 0 , , I ; / I I � I � \ 1, -, I , , � I I - f I 1, 1 ,
I ; ' I I I : I I � ; I \ I I I _ ,-,-- I ? � 0 1 �
Z , , I I I � I -,- \ , _ , 140. -
GEOID MODEL:- NCGEOID12A __�, I � I , k 1, I
/ / BRYAN , -PUI�SE ! � �, / , , , ,I \1 \ \ �__ ,���: \ \ � �, \ I
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COMBINED GRID FACTOR: 0.99990426 �, 'Wi$450,� P6. F321 M I I I / � I , I � , ;/1 -- , 11 ,,I \ , \ \ \ " �, �� \ \ 11-1 - , , , �5�5,1
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UNITS� US SURVEY FEET 11 I b AJKE) � , I \ \ \ � � -1- �, � -_ , I'll, , _tI` , \ I \ 5015
- -�Q� 1A-55,(CH _ �\ I I 1 1 1 k \ ,-, -_ \ I \ \ 1, �, 11 I
DE/1 71 1, I , 11 i i I I -r_ I -� �` " - - - ____ - -1, ,�Sm � I
- Y(N) 744,040.14 X(E) 2,022,781.40 ELEV. 379.10 ;� �, , , � ,�_ , \ �, - -, I I 11 �
GRID/GROUND POINT. I /ATHAM) - I � , � , -r- _?i_ - 1�1 1, . I , , -- "'SGI s " 1) " \
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/ Pk/07,24-4 1 - 7/(WAKE)"' \ 11 � � I �, 11 \ _,�, � _., _ 1�, �,_ - -11", �, \ � I'll , I � I r 0�� ( 11 ,-, - ?., -
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i 3ne ! � I I , f I ___� -- _' " \' " � I ----
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2- ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES IN U.S. SURVEY FEET -IPTII/ 84 (CIIATHAM) . I . � I I k 1'�",_ __ I 11, , '__ , so i X
i , I 11 I � ^4, _- 11
I I � / I'IN� `0 x I 11 _'_�_ ':� "I � � � '9/2 Milp I,
UNLESS OTHERWISE NOTED. 1;1�� GAIR-Y'20NING: R4aCU � I � i I I : , I i : , ; � � )WOk, ) 1, ,-, , � - -,, , --- ,,- , X \,\ \1 I , \, 11 / / / / !, __,_ _11-1 I ,
1� = \
/ p, ' , / TOWN 9F, " , ; i I " 11 i I _/ �, , - I � � \ \ 'I, -\ , , I ,� , -.111 I , "i I -_
11 I/ I � I f �/ I I 11 / I ) / 1'r - �"\", I � � � I I / ' , _,!-gl " / � \ _
` ,, � � � / /' ,,, - , " � � � " � I -_ \,.S� - , i ,I � � / ! � �// I/ - _ "" ___ __ ,Ii,\
3. AREAS SHOWN HEREON WERE COMPUTED USING THE COORDINATE / I- I I " s ,/ i I ; " , 1/, �, vp;� I I / , z -_ /
� I
COMPUTATION METHOD. "� ! % I , �;, I ,,'� \, �,_ _ -- - '\� \ ) � � I I" _x_�;O 0' / / f I � I � 3 6 (.' - --,-I_ -_
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4. LINES NOT SURVEYED ARE SHOWN AS BROKEN LINES FROM INFORMATION / ,/ /676/8�F� 1100,78?,A RES i I ! �/ / , : I , I I / � ; / ,/ ,,/ / /
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REFERENCED ON THE FACE OF THIS PLAT. . ,_ I � " /, I I /I "/ " _' i I I ; ) � " � ,,� , I , 11 Of , i ,9�i
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11 / / � i I j 1V � i , ,, " ,\ �`, � � �t-loqs 11 \ ,� '! I / , / /, / P O�W// / " *A I
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6. PROPERTY SUBJECT TO ALL EASEMENTS AND RESTRICTIONS OF RECORD. "I I / / , � ,11 I XMA I j ; ,, I " , I � I I I " . I 11 / / / /I 1�, ,/ � -11 I - -� ,- "
,;1 ; I , - - 2 � - � )i
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THIS PLAT IS A CORRECT REPRESENTATION OF THE LAND PLATTED AND HAS ; I ��- ,,,�, ,- , �\ z- -- ; I I I ; ", , �j 1 � , , , ,` / /�� " _ - I ,> �, - - ___ .
11- / 'i , / j I i dl _ I --- -1
I— / , 1� I ; , " / , ;/ � �, / 1 WF11114 � ' � f , 1 �4- � I ,� / / / I /I , -�-,:, __
BEEN PREPARED IN CONFORMITY NTH NORTH CAROLINA STANDARDS, G.S. �� 4" 1 \ / I /, / , ; / ; /) i I // / /, . �_ ___�\ �� 1�1
I I - 1.
I I q � I , � #,WFI'IA 1, " i � , I / , ,� \ , __ __ _ , �J,
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47-30, AND REQUIREMENTS OF LAW. BUT A NORTH CAROLINA LICENSED I / 111" 1 1 1 � I I / I i i , � i I , - - - -_ -,-- ___ -11 1� - - ij "
I -_ I / / , , ! / " � I ; � '' 'J 1 1 / �,r ii 01
ATTORNEY-AT-LAW SHOULD BE CONSULTED REGARDING CORRECT "I / X_ � I , I I " ** " 11, , � I . \ ') I � �/, / � "�,
I 11 / , � I I I I i � ,/ '' 11 L, , , � i I 1 \ � � ,� , � _ _ __ _", I—\ __ , ""' , ,.k "
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OWNERSHIP. WIDTH, AND LOCATION OF EASEMENTS AND OTHER TITLE ,� ; /,' � � ;- / ! ", � , / / ", ,, . � ,I I \ I I � - - -1 __ __ t
I +WQ / I L BING /ROP, ", I- I ; , I , � \ , I t f I "! , I , I � � " " - 1 � ,
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QUESTIONS REVEALED BY TITLE EXAMINATION. , 5&9 ,r I / / I � / I Ib A 11� � \ ", \ I I I I " f �� / cp&� -1 IJ - - A
Gn 4RI2 35&fix I I/ / "", /' " // j , " ;, ", *F "Ke .... .. / �
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7. SUBJECT PROPERTY IS NOT LOCATED WITHIN A FLOOD HAZARD AREA 104 / 1+16 0 ,I i , / / / / � ; , � f 1#Fl 0 lk+* , , , I
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ACCORDING TO FLOOD INSURANCE RATE MAPS 3720072400J DATED MAY 2. 14, I / 4-013 3W7 ; ; I I � ; 11 ,� I " I \ \ I \� 11 I I I I NOT/P ,_ 11 �� - ,�C, 11
2006 AND 3720070400J DATED FEBRUARY 2, 2007� \\ 11 I , , , , , , / � �t ,� - �, 11 , i I I \ \ I I I � /, , e 'A 11 , I ,
4 � ie :::-� , I /I � B`�,�A I � t� \ " � � � t " �11 - "��' __1 ,
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� � : / � f I I I� ", i , I i � " �L_,l -,-- -, -_ - -_ CRUSHED I
B. BUFFERS AND WETLAND FEATURES SHOWN HEREON WERE DELINEATED BY -, 0, 11++r '1� I / , , � 11 I , " 11 � , � 1 1 "', � - 7a , � /_,� - \DIP /
/ , � / , 11 � , I , . / / � ! I 1 I � \ � j; 1 � � - <�:�-47 7-
1 � I 1 , , , / �j 004 ; �� X,,6i� �
S&EC ON 8/4/14 AND VERIFIED IN THE FIELD ON 3/2/15 (TOWN OF CARY LJ -+SGIO \ � ,35&� " , " // /I I I ! � , , � " � I I I / "', % 1 , I I � , I I � i -,� 4 -Z I , � �, -,- -7, - �_ �--- , - - . __� '1� 348.21tZ 11
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a �, I / , , , , , /I I � ; i . 1, ,< 11 , / -,, /-- '__0HQTOGR_AMVET`RY`-- - 0
BUFFERS), 7/12/15 (NCDWR), AND 7/23/15 (USACE). I _� / � ,/' 1� 1, , � , ,/ /I I 1, � 1 484 W 1 4A , � , ,,',' � ,' / f I I I ", - - /-/, "/ / / " /�- - 11 0
/ ,/ I " � 11 / � " I ,,, " " �� / ,;, i I I , / " i � I �� I � ! I I I ,,, "" I I �, / \ 0
LOCA11ON OF UIILITI �/ ,� , � � �, il I , / � I 11 I I / /� - -'- �
00 0 '_J�5� �� , , 11 " " /, " i � / / i ,, ; " ; I � P
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-HER PUBLIC OR PRIVATE, IS BASED UPON FIELD 00 ),pilk - � �, , 11 /I /I / � " �` / , / / "/"/" , I Ir %, 1 �6 �i - ! /' // " , � / ! � i / i, ; " I '- --- N& VERIFIED AND 1\
ES, WHET / / ", I I/ / / , , I , , mi)4� 1 � I i � "Ill \ i " I "", // / 'I, / / , / 1, -_r I
0 `� � : " �, ",,- I/ / �' I ", / I/ ' 1 / I I '' I , ' : , � , ; " / , / , "I I CHAMF�W`TRZES \ 15- RCP - ,
AND PHOTOGRAMMETRIC LOCATION OF VISIBLE APPURTENANCES IN p � �,/ � � / / " I / ,/;"' "' ,`� � / , i I`SB6 i ", �' Ii `�'/ ' i / / / I I /, /
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SOURCE OF TITLE
WAKE COUNTY: CHATHAM COUNTY:
DB 15450, PG. 621 DB 1711. PG. 1155
PIN: 0724-11-2547 PIN: 0714-91-4084
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PB 8, PG� 87 (CHATHAM); PB 26, PG. 34 (CHATHAM); BM 1975, PG. 140 (WAKE); B
1979, PG� 676 (WAKE); PS 2001, m 320 (CHATHAM); PB 2005, PG. 329 (CHATHAM
BM 2015, PG. 194-196 (WAKE)
MAP ENTITLED "BOUNDARY SURVEY,, i'AROPERTY OF SCOTT A. WESTWOOD AND SANDRA
EMERSON, WHITE OAK CHURCH ROAD� APEX* BY WSP DATED DECEMBER 30, 2013, LA
REVISED AND SIGNED/SEALED BY I�QMAS M. GRZEBIEN, P.LS. #4695 ON JANUARY 2,
2014
MAP ENTITLED 'BOUNDARY SURVEY, PROPERTY OF BRYAN G. PURSE* BY WSP DATED
SEPTEMBER 23, 2014 AND SIGNEDISEALED BY THOMAS M GRZEBIEN, P.L.S. #4695 ON
SEPTEMBER 24, 2014
MAP ENTITLED "ANNEXATION MAP - TOWN OF CARY, PROPERTY OF BRYAN G. PURSE'
BY WSP DATED SEPTEMBER 23, 2M4 AND SIGNED/SEALED BY THOMAS M. GRZEBIEN.
P,L& #4695 ON SEPTEMBER 24, 2 4
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TOWN OF CARY ORDINANCE 14-REZ-32 ANNEXING E
INSIDE THE TOWN OF CARY ETJ
NT (NOT PLLTTABLE): DB 945, PG. 120 (WAKE COUNTY)
ZONING
WAKE COUNTY CLASSIFICATION: RAQW, CHATHAM COUNTY CLASSIFICATION: R-1
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GRAPHIC SCALE
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NOW OR FORMERLY
KIMBERLY R * GILBERT
DB 1082, PG� 327
PIN: 0713-99-3634
CHATHAM ZONING: R-1
91,
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15 -SB -012
HTE#: 16-0085
A:IPROVED BY THE TOWN OF CARY
DEVELOPMENT REVIEW COMMITTEE
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Suite 100
Cary, NIC 27513
919.678.0035
www.wspgroup.com/usa
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TOWN OF CARY PLANNING DEPARTMENT REQUIRED GENERAL NOTES:
A. SIGN PERMITTING IS A SEPARATE APPROVAL PROCESS AND HAS NOT BEEN REVIEWED OR APPROVED W17- THIS SITE PLAN. A MASTER SIGN PLAN SHALL BE APPROVED BY THE PLANNING
DEPARTMENT PRIOR TO RECORDATION OF LOTS WITHIN THE DEVELOPMENT.
B. NO FENCING SHALL BE PLACED WITHIN A BUFFER UNLESS INSTALLED AT ONE TIME FOR THE ENTIRE LENG'71 OF BUFFER OR STREETSCAPE. NEITHER INDIVIDUAL LOT OWNERS NOR THE
HOMEOWNERS ASSOCIATION SHALL INSTALL FENCES IN A PIECEMEAL FASHION. PRIOR TO PLACING A FE iCE IN A BUFFER OR STREETSCAPE THE FENCE SHALL BE SUBMITTED TO AND
APPROVED BY THE TOWN OF CARY.
C. DECORATIVE FENCING, PRIVACY FENCING AND ENTRANCE WALLS PROPOSED TO BE LOCATED WITHIN BUFFS ;> AND ALONG STREET RIGHT OF WAYS MUST BE APPROVED BY THE TOC,
D. NO BUILDING PERMIT SHALL BE ISSUED FOR ANY DETACHED DWELLING UNLESS INFORMATION DEMON"-:ATING COMPLIANCE WITH SECTION 8.63 SLAB -ON -GRADE CONSTRUCTION IS
PROVIDED AS PART OF THE BUILDING PERMIT APPLICATION,
E. FENCING PROPOSED ALONG THOROUGHFARE OR COLLECTOR STREETS SHALL BE OF UNIFORM DIMENSIONMATERIAL AND COLORS. INDIVIDUAL LOT :)WNERS WILL NOT BE ALLOWED TO
INSTALL A FENCE UNLESS ALL LOT OWNERS ALONG A THOROUGHFARE OR COLLECTOR STREET AGREE T: INSTALL ONE CONTINUOUS FENCE ALONG Ar' -PROPERTIES ADJACENT TO THE
STREET. FENCES PROPOSED WITHIN 30' OF A THOROUGHFARE OR COLLECTOR STREET SHALL BE CONSTRUCz-D WITH ALL EXPOSED FRAMING ORIENTED AWAY FROM THE RIGHT-OF-WAY AND
EVERGREEN SHRUBS SHALL BE INSTALLED AT A FIVE FOOT SPACING ALONG THE STREET SIDE OF THE FENCE, STREET TREES, IF NOT INSTALLED AS PART OF THE ORIGINAL APPROVED PLAN,
MUST ALSO BE INSTALL AT NO MORE THAN 40' SPACING BETWEEN TRUNKS. ALL FENCING PROPOSED ALONID A THOROUGHFARE OR COLLECTOR STREET MUST BE APPROVED BY THE DRC
PRIOR TO INSTALLATION,
E RETAINING WALLS THAT ARE LOCATED NEAR PUBLIC STREETS AND ARE WITHIN THE ZONE OF INFLUENCE )F THE ROADWAY SYSTEM WILL NEED TO BE DESIGN AND CONSTRUCTED AS
CAST -IN-PLACE OR PRE -CAST CONCRETE RETAINING WALLS.
G. DEVELOPER TO COORDINATE WITH DUKE ENERGY ON FINAL TRANSFORMER LOCATIONS. TRANSFORMERS IVLL NOT BE LOCATED IN PROPOSED STREETSCAPE, BUFFERS, OR OPEN SPACE.
TRANSFORMER LOCATIONS SHOWN ON THIS PLAN ARE PRELIMINARY.
H. ALL ELECTRICAL, TELEPHONE AND TELECOMMUNICATIONS LINES, FIBER OPTIC CABLES AND THE LIKE ARE NSTALLED UNDERGROUND EXCEPT IN SITUATIONS WHERE SUCH PLACEMENT IS
PROHIBITED OR DEEMED IMPRACTICAL BY THE UTILITY PROVIDER,
UTILITIES WHASE-1
WATER LINES:
RECLAIMED WATER LINES:
SEWER LINES:
FORCEMAI N:
WATER TAPS:
RECLAIMED WATER TAPS:
SEWER TAPS:
PROJECTED SEWER FLOW
(27 LOTS @ 280 GPD/LOT)
PUMP STATION
WATER LINES:
RECLAIMED WATER LINES:
SEWER LINES:
FORCEMAIN:
WATER TAPS:
RECLAIMED WATER TAPS:
SEWER TAPS:
PROJECTED SEWER FLOW
(20 LOTS @ 280 GPD/LOT)
MATCH LINE 2,2 INSET
4902
LF
U111111WMAU-3t
WATER LINES:
2177
LF
0
LF
R ECLAI MED WATER LINES:
0
LF
6265
LF
SEWER LINES:
1334
LF
8430
LF
FORCE IN:
0
LF
27
VANDIVSR WAY
WATER TAPS:
24
25
0
PROJECT AREA
RECLAIMED WATER TAPS:
0
715
27
GILMORE BRIDGE DR.
SEWER TAPS:
24
25
7560
GPD
PROJECTED SEWER FLOW
6720
GPD
UNITS
1919-ALK5
(24 LOTS @ 280 G;�O/LOT)
TOTAL ACREAGE:
73,5
1
MIN. ROADWAY SETBACK:
UIWIff11PHAiM
FT
WETLANDS:
018
AC
WATER LINES:
910
LF
-
LF
RECLAIMED WATER LINES:
0
LF
FT
LF
SEWER LINES:
3336
LF
80
LF
FORCE N:
0
LF
0
LF
WATER TAPS:
17
1186
20
ROADWAY SETBACK FROM COLLECTORS
RECLAIMED WATER TAPS:
0
LESS 10% STREETS
0
AC
SEWER TAPS:
17
FT
20
5168
PROJECTED SEWER FLOW
4760
GRID
5600
GPD
(17 LOTS @ 280 C
LOTS
IMPERVIOUS S
-1 A L .10IIIIIA.
PNRMP
U FI1G5ff 14 SR K41
PC IS'S
.2-2 KA
A ZONING RSGQ
I
LOT 24 OLDS THOMPSON CREEK
BRYAN G, PURSE
WAKE COUNTY PIN:
0724011218
REALESTATEID:
No 2001 PG, no
ACREAGE:
44.2
CHATHAM CO. PIN:
714914084
-w-
TERRY HEATH =SHARON HEATH
19963
ACREAGE:
293
ROAD CLASSIFICATION TABLE
DBw.PG. I0x`
OVERLAY DISTRICT:
ROADWAY
VERY LOW CONSERVATION RESIDENTIAL (VLCR)
POSTED SPEED (MPH)
PIN' 071&91.6692
VANDIVSR WAY
MAJOR LOCAL
WATERSHED PROTECTI ON OVERLAY -JORDAN LAKE
25
CHATHAM ZONING R,I
PROJECT AREA
(AC):
25
715
165
GILMORE BRIDGE DR.
MAJOR LOCAL
25
25
SITE DATA
ASH U FST LN.
MAJOR LOCAL
REGULATORYJQ�PA�CE:
QUANTITY
UNITS
1919-ALK5
QUANTITY UNITS
TOTAL ACREAGE:
73,5
AC
MIN. ROADWAY SETBACK:
20
FT
WETLANDS:
018
AC
MIN, SIDE SETBACK:
10
FT
PONDS W/ 1,0+3' BUFFER:
0
AC
MIN REAR SETBACK:
25
FT
50' STREETSCAPE:
3,14
AC
MIN LOT WIDTH:
80
FT
PERIMETER BUFFERYARDS:
0.48
AC
LOT 25OLD T MPPOUCREEK
Re AI PAY 320
IONAU'FiAN W ENZOINNI Al.
COURTNEY DAScENZ
DR u PG 1119
PIN 071440-9016
CHATHAM ZOINFIG R-1
L -OLD TPOMPEONCSFER
PEI 2001, NO 120
'T
,.UK F_KEZT= wtfe
ANNE M HEATH
DR 895 PG, 264
PIN: 0714,90,(),AS
CHATHAM ZONING R-1
5q
NO THWEST (ORMUNITY CHURCH OF C,RY INC
DR 15702, PG. 2202
PIN 072-5203 Ell
�OAOI OF CARY ZONING F40,L
. Al,
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TZ" N
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DR 4920. MG 705
PIN 0724 3027 f1
WAKE ZONING R
PHASE 1 0
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-7
75
MATCH LINE 2.4
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DA
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AD PIE
-77
30
ARkI DR,
Pl on 9790
/w N`1RG
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55
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(�6 9) "y PIN 07 4-21-1411
\45 f 11 - CAKE ZONING RAKW
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7, AG, 3w Do �4-P50-5685 N 712
23 v \NF,
PIN PIN 0724 10ANNA5
NE ZONING R -40W AKE ZONING R
GENE RAL NOTES:
19
1. ALL CONSTRUCTION MOST BE PERFORMED IN ACCORDANCE WITH THE CURRENT TOWN OF CARY STANDARD SPECIFICATIONS AND DETAILS.
2 5 20 2. SEE THE TOWN OF CARY LAND DEVELOPMENT ORDINANCE FOR PORCHES, DECKS, GARAGES, ETC.
20 F
1SI2-
MP -3 ", H�E 3. UTILITY AND PIPELINE EASEMENTS SHALL BE RECORDED AFTER CONSTRUCTION IS COMPLETED AS PART OF THE SUBDIVISION PLAT,
B
4. BOUNDARY INFORMATION 10 BASED ON SURVEY 0 1 vvor-.
5. DESIGN BASED ON TOPOGRAPHIC SURVEY BY WSP,
_3
& CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. LOCATION OF EXISTING UTILITIES SHOWN ON PLANS IS BASED ON BEST
x AVAILABLE INFORMATION BUT CAN BE CONSIDERED ONLY AS APPROXIMATE,
�,iI' C) 7. ALL HANDICAP RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT NCDOT STANDARD DETAIL 848.05.
77,
/MI8. ALL SPECIALTY STREET SIGNS AND POST SHALL BE SUBMITTED TO THE TOWN FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.
-3
P 9. COMMON OPEN SPACE SHALL BE MAINTAINED BY HOMEOWNERS ASSOCIATION.
10. 10. THE DEVELOPER WILL BE RESPONSIBLE FOR ALL INSTALLATION COST ASSOCIATED WITH STREET LIGHTING ALONG ALL PROPOSED STREETS, ADJACENT STREETS AND
C) IS"' THOROUGHFARES AS REQUIRED PER TOWN OF CARY POLICY STATEMENT NO. 13. THE DEVELOPER SHALL CONTACT DUKE PROGRESS ENERGY AFTER PLAN APPROVAL
. . ... . . AND PRIOR TO CONSTRUCTION IN ORDER TO DEVELOP A STREET LIGHTING PLAN FOR THE SITE/SUBDIVISION PLAN.
11, ADJACENT OPEN SPACE WILL BE RECORDED AS LOTS ARE RECORDED. OPEN SPACE SEPARATING TWO PARCELS WILL BE RECORDED APPROXIMATELY HALFWAY
BETWEEN THE PHASES WITH THE ADJACENT PHASE.
. ... ... ..
A/ 12. STORMWATER DETENTION DEVICES VISIBLE FROM THE REAR YARD OF ANY ADJOINING DWELLING SHALL BE SCREENED FROM OFF-SITE VIEWS. EXCEPT WHERE DEVICE
PLANTINGS ALSO SERVE AS BUFFER PLANTING MATERIALS,
r
13, THE DEVELOPER SHALL PROVIDE EACH DWELLING UNIT WITH A TOWN OF CARY STANDARD ROLL-OUT CART FOR SOLID WASTE COLLECTION.
14, THIS PROJECT IS REQUIRED TO MEET ALL OF THE REQUIREMENTS RELATIVE TO BEST MANAGEMENT PRACTICES AND ENGINEERED STORM WATER CONTROL STRUCTURES
X,
RAE L CONNOIL
36!n66 PG 1646 AS OUTLINED IN THE TOWN OF CARY LAND DEVELOPMENT ORDINANCE
V_ IN_072kO)4f'U
'TZONING R-4 W 15. TREES SHALL NOT BE PLANTED IN ANY TOWN OF CARY SANITARY SEWER EASEMENTS.
16. IF THERE WILL BE A TRASH COMPACTOR ON THE SITE A CONNECTION TO SANITARY SEWER & A COVERED DUMPSTER WILL BE REQUIRED,
W
17, IF ANY EXTERIOR WALLS ARE LOCATED WITHIN THREE FEET OF A PROPERTY LINE, THE FOLLOWING NOTE APPLIES: PER THE NORTH CAROLINA STATE BUILDING CODE
SECTION R302.1 EXTERIOR WALLS: EXTERIOR WALLS WITH A FIRE SEPARATION DISTANCE LESS THAN THREE FEET SHALL HAVE NOT LESS THAN A ONE-HOUR
7 END =Wl` FIRE -RESISTIVE RATING WITH EXPOSURE FROM BOTH SIDES,
'-
'1
0. 16354 PC. IIKA 18. PER SECTION 7.2.5 (D) OF THE LDO, TREES IDENTIFIED AS REPACEMENTS FOR CHAMPION TREES TO BE REMOVED FROM THE SITE SHALL BE MAINTAINED THROUGH AN
PIN ORWIA0102
WAKE ZONING R -NAM ESTABLISHMENT PERIOD OF AT LEAST THREE YEARS. REPLACEMENT TREES THAT DO NOT SURVIVE THE ESTABLISHMENT PERIOD SHALL BE REPLACED BY THE
DEVELOPER.
19, MAIL SERVICE WILL BE PROVIDED BY USPS WITH A MAIL KIOSK OR CBUs TO BE LOCATED AT THE AMENITY SITE. PRIOR TO AMENITY SITE DEVELOPMENT, TEMPORARY CBUs
WILL BE SET UP WITH TEMPORARY PARKING OFF OF ROAD 006 AT THE AMENITY SITE, WITH THE SEPARATE AMENITY SITE PLAN CBUs WILL BE INCORPORATED INTO THE
%
SITE DESIGN AND PARKING.
k ZONING CONDITIONS r14REZ-321-
A, USES SHALL BE LIMITED TO RESIDENTIAL AND NEIGHBORHOOD RECREATION.
B. ALONG THE WESTERN BOUNDARY, ADJACENT TO THE PARCELS IDENTIFIED BY CHATHAM COUNTY PIN NUMBERS 0714-81-9010 AND PIN 0714-90-0406, THERE SHALL BE AN
AREA OF COMMON OPEN SPACE WITH A MINIMUM WIDTH OF 60 FEET. THIS OPEN SPACE AREA SHALL CONTAIN A 20 -FOOT WIDE GREENWAY EASEMENT, WHICH SHALL BE
DEDICATED TO THE TOWN OF CARY AT THE TIME OF SUBDIVISION PLAT RECORDING, PRIOR TO THE SUBMITTAL OF ANY BUILDING PERMITS FOR LOTS WHICH ABUT THE
UJ EASEMENT AREA, THE DEVELOPER OR PROPERTY OWNER SHALL PROVIDE A LETTER FROM A PROFESSIONAL ENGINEER CERTIFYING THAT THE EASEMENT AREA HAS BEEN
UJ
:z GRADED TO TOWN OF CARY STANDARD SPECIFICATIONS. THE REMAINING AREA SHALL BE PLANTED TO A TYPE -B (SEMI-OPAQUE) STANDARD. ALLOWABLE ACTIVITY IN THE
75 OPEN SPACE SHALL BE LIMITED TO GRADING TO TIE IN SLOPES, GREENWAYS, PLANTINGS, AND UTILITY LINES AND EASEMENTS AS ALLOWED BY THE LDO,
C. ON THE WESTERN PROPERTY BOUNDARY ADJACENT TO THE PARCEL IDENTIFIED BY CHATHAM COUNTY PIN 0714-81-6592, THERE SHALL BE AN AREA OF COMMON OPEN
I WILLIAM P f-RANKI IN
< < SPACE WITH A MINIMUM WIDTH OF 40 FEET. THIS OPEN SPACE AREA SHALL BE PLANTED TO A TYPE- B (SEMI-OPAQUE) BUFFER STANDARD. ALLOWABLE ACTIVITY WITHIN
D -2 PC 327 F-11 PC 549 THE OPEN SPACE SHALL BE LIMITED TO GRADING TO TIE IN SLOPES, PLANTINGS, SUBDIVISION IDENTIFICATION SIGNAGE, AND UTILITY LINES AND EASEMENTS AS ALLOWED
PIN 0713 -IG -3634 PIN 0113 4 91P82 BY THE LDO.
CHAT -10 ZONING R-1 AKE ZONING R 40N
No. Revision Datey Designer IIII Scale AS NOTED
Drawn By Date
t!II 5-15-15
Checked By Job No.
ET 02150185,0
PROVIDENCE AT YATES POND
Cary Wake County North Carolina
GRAPHIC SCALE
150 0 75 150 31
1 inch 150 ft,
PROPERTY OWNER:
BRYAN G, PURSE
WAKE COUNTY PIN:
0724011218
REALESTATEID:
0429498
ACREAGE:
44.2
CHATHAM CO. PIN:
714914084
AKPAR:
19963
ACREAGE:
293
ZQNLNQ,.
Street Name Street Name (Approaching
(Through Traffic) Street, Stop Condition)
Design Speed of
_Thr ough Street,
Grade of
Approach
LeftTurn Time
Gap (sec.)
PARKING REQUIRED:
EXISTING ZONING;:
R -40 -CU
VANDIVER WAY GRAYELEAL FARM DR
PARKING PRO"VIDED:
352 SPACES
(88 LOTS @ 4 SPACES WITH GARAGE/SINGLE FAMILY LOT)
6,50
14-REZ-32 and 15-REZ-20
ROAD CLASSIFICATION TABLE
VANDIVER WAY GILMORE BRIDGE DR,
OVERLAY DISTRICT:
ROADWAY
VERY LOW CONSERVATION RESIDENTIAL (VLCR)
POSTED SPEED (MPH)
DESIGN SPEED (MPH) LENGTHS (LF)
VANDIVSR WAY
MAJOR LOCAL
WATERSHED PROTECTI ON OVERLAY -JORDAN LAKE
25
3668
PROJECT AREA
(AC):
25
715
165
GILMORE BRIDGE DR.
MAJOR LOCAL
25
25
SITE DATA
ASH U FST LN.
MAJOR LOCAL
REGULATORYJQ�PA�CE:
QUANTITY
UNITS
1919-ALK5
QUANTITY UNITS
TOTAL ACREAGE:
73,5
AC
MIN. ROADWAY SETBACK:
20
FT
WETLANDS:
018
AC
MIN, SIDE SETBACK:
10
FT
PONDS W/ 1,0+3' BUFFER:
0
AC
MIN REAR SETBACK:
25
FT
50' STREETSCAPE:
3,14
AC
MIN LOT WIDTH:
80
FT
PERIMETER BUFFERYARDS:
0.48
AC
(CORNER)
90
FT
TOTAL REGULATORY O.S.:
1186
AC
ROADWAY SETBACK FROM COLLECTORS
30
FT
LESS 10% STREETS
5.96
AC
ROADWAY SETBACK FROM THOROUGHFARES
50
FT
NET DEVELOPABLE AREA:
5168
AC
7.50
6,50
551
BASE LOT COUNT:
57.97
LOTS
IMPERVIOUS S
ROADWAYS:
8207
LF
§QNMJ DENSTTY,
BONUS OPEN SPACE PROVIDED:
11123
AC
IMPERVIOUS PER LOT:
5100
SF
BONUS LOTS:
30,08
LOTS
TOTAL IMPERVIOUS AREA:
1718
AC
TOTAL IMPERVIOUS PERCENTAGE:
2151
%
MIN. -011-SIZE:
15,000
SF
(Per VCLR ands CROD)
DISTURBANCE 5!JMMARY:
TOTAL DISTURBED AR EA:
28.6
AC
TOTAL WETLAND IMPACT:
0A2
AC
TOTAL LOTS PROPOSED:
88
LOTS
GROSS DENS,` TY PROPOSED:
1.2
UPA
TOTAL LOTS ALLOWED:
88
LOTS
GROSS DENSITY ALLOWED:
1.5
UPA
mwaa_�_ �#, I =
PARKING:
Street Name Street Name (Approaching
(Through Traffic) Street, Stop Condition)
Design Speed of
_Thr ough Street,
Grade of
Approach
LeftTurn Time
Gap (sec.)
PARKING REQUIRED:
176 SPACES
(88 LOTS @ 2 SPACES/SINGLE FAMILY LOT)
VANDIVER WAY GRAYELEAL FARM DR
PARKING PRO"VIDED:
352 SPACES
(88 LOTS @ 4 SPACES WITH GARAGE/SINGLE FAMILY LOT)
6,50
276
ROAD CLASSIFICATION TABLE
VANDIVER WAY GILMORE BRIDGE DR,
25
ROADWAY
CLASSIFICATION
POSTED SPEED (MPH)
DESIGN SPEED (MPH) LENGTHS (LF)
VANDIVSR WAY
MAJOR LOCAL
25
25
3668
GRAYBEAL =ARM DR.
MAJOR LOCAL
25
25
165
GILMORE BRIDGE DR.
MAJOR LOCAL
25
25
428
ASH U FST LN.
MAJOR LOCAL
25
25
686
BERTRAIVIYALLEY RD,
MAJOR LOCAL
25
25
807
STONINC-70N DR.
MAJOR LOCAL
25
25
991
SHOALWATER CT.
MINOR LOCAL
25
25
190
ISLES*,'f DR,
MAJOR LOCAL
25
25
1152
WHITE OAKCHURCH RD.
MAJOR THOROUGHFARE
45
50
120
AASHTO INTERSECTION SIGHT DISTANCE TRIANGLE SUMMARY
Calculated Calculated
Street Name Street Name (Approaching
(Through Traffic) Street, Stop Condition)
Design Speed of
_Thr ough Street,
Grade of
Approach
LeftTurn Time
Gap (sec.)
Right Turn Time
Gap (sec.)
Left Turn Sight
Distance (ft.)
Right Turn Sight
Distance (ft.)
VANDIVER WAY GRAYELEAL FARM DR
25
1.95
7.50
6,50
276
239
VANDIVER WAY GILMORE BRIDGE DR,
25
-1,51
7.50
6.50
276
239
VANDIVER WAY ASHURST LN_
25
1.30
7,50
6,50
276
239
VANDIVER WAY I BERTRAM VALLEY RD
16.99
25
4,90
312
257
I
ISLESKY DR, BERTRAM VALLEY RD
25
4.89
8,48
6,99
312
257
1SLESKY DR. ASHURSTLN,
25
4,89
8.48
6,99
312
257
ASHURST LN. STIONINGTON DR
25
-1 00
7.50
6.50
276
239
STONINGTON DR, SHOALWATER CT.
25
4.388.38
6,94
308
255
STONINGTON DR, PARKING (AMENITY)
25
4,9f1
BAB,
6.99
312
257
VANDIVER WAY ROY CT
25
1,14
7._50
6,50
_276-
239
VANDIVER WAY 8005
25
7,60
6,50
276
239
50
2
7.50
6,50
551
478
All
Cary Project Number 15-S0-012
Cary HTE Number 16-0085
Approved by the Town of Cary
Development Review Committee
Planner Date -
WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
115 MacKenan Drive Cara. North Carolina 27511 tel: 919-469-3340 www.withersravenel.com License No. C-0832
wMam