HomeMy WebLinkAboutRevised2JOSEPH K REVELS
BRENDA H. REVELS
PIN #0644-25-8924.000
MAP #2004-389
D.B. 2298 PG. 255
LEGEND
CMS - CONCRETE MONUMENT SET
ECM - EXISTING CONCRETE MONUMENT
EIP - EXISTING IRON PIPE
EIS - EXISTING IRON STAKE
ERB EXISTING REBAR
ECS - EXISTING COTTON SPIKE
EPK - EXISTING PK NAIL
EN - EXISTING NAIL
ERS - EXISTING RAILROAD SPIKE
IPS - IRON PIPE SET
ISS - IRON STAKE SET
RSS - RAILROAD SPIKE SET
NS - NAIL SET
PKS - PK OR MAG. NAIL SET
R/W - RIGHT OF. WAY
CL - CENTERLINE
B.M. BOOK OF MAPS
P.B. PLAT BOOK
M. B. - MAP BOOK
D B. - DEED BOOK
SB - SET BACK
EP - EDGE PAVEMENT
BC - BACK OF CURB
MH - MANHOLE
ELEV - ELEVATION
UP - UTILITY POLE
TP - TELEPHONE PEDESTAL
C 0 - SEWER CLEAN OUT
- WATER VALVE
WM - WATER METER
HYD - FIRE HYDRANT
T TELEPHONE
£ - ELECTRIC
W - WATER
S - SANITARY SEWER
G - GAS LINE
D - DRAINAGE
0 - LIGHT POLE
NOTES
TOTAL NUMBER OF LOTS - 57
PROPERTY PIN #0644-45-0199.000
PRESENT ZONING - RA -30
TOTAL TRACT AREA - 56.3 ACRES PER DEED
TOTAL LINEAR FOOTAGE OF STREETS - 4,565 SF
AREA IN STREETS - 5.5 ACRES
AVERAGE LOT SIZE - 39,113 SF(0.89 AC.)
ALL INTERSECTION RADII = 25'
6" WATER LINE TIE To EXISTING ALL CUL-DE-SAC RADII = 50'
` �\ WATERSHED DISTRICT IV
F506. 89'4751°7 175.00' END OF EXISTING FOREST TRAILS SUBDIVISION KINSMAN COURT — NCSR #2276 (FOREST TRAIL PROPERTY OWNERS ASSOCIATION WATER TO BE PROVIDED BY HARNETT COUNTY PUBLIC UTILITIES.
° �0 1 � -- RIGHT OFr-WAY----��--_`--PHAS�---I---�—MAP P20018-358 — --- �) PIN 063180 P .75000 KINSMAN
COU TO THE ESIGIEST RAILS SUBDIVISION.
LOCATED ON
aa' o #DEVELOPER TO TAP INTO
�' —� D.B. 3180 Pc. Iso KINSMAN COURT IN THE FOREST TRAILS SUBDIVI510N.
CALEB & HOLLY N.C.
C I ¢1 ADKISSON PROFESSIONAL ENGINEER, AND INSTALLED ACCORDING TO LOCAL AND
LIGHT 1 l 30' X 30' D.B. 2905 PG. 407
POLE 1 SIGN I DANIEL ERDMAN I I I I KAZIMIERZ I I \ I ' STATE GUIDELINES.
(TYP) a a\ \ ESMT. JENNIFER I ARLENE JARVELA CHRISTIAN KNOX CAROL DALE JARED COHN BANACH ELANUELA
w\. I I D.B. 2852 I CATHERINE KNOX I ROBERT DALE I D.B. 2691 I ELENORA BANACH( GHIGI-KIZIS I \ ' WATERLINE SHOWN FOR GRAPHIC PURPOSES ONLY.
I WEYANT-ERDMAN I PAMELA THOMPSON FOREST TRAILS PROPERTY PG 677 D.B. 2727 D.B. 2716 PG. 790 D.B. 2748 D.B. 3027 ERICK SIPPEL LOT 107 I LOTS TO BE SERVED BY INDIVIDUAL SEPTIC SYSTEMS.
D,B. 3136 OWNERS 3 ASsPG. TON PG. 379 PG. 710 PG. 985 D.B. 2753 I 1 TOPOGRAPHIC LINES SHOWN FOR REFERENCE ONLY.
•oo\�`. PG. 463 D.B. 3159 PG.. 740 I D.B. 3180 ASSOCIATION
750 I I I I I PG 137 I TARA SIPPEL
LOT 117 I LOT 116 I LOT 114 I LOT 113 I LOT 112 I LOT 111 I LOT 110 I LOT 109 I PG. 693 \ 1
PRESENT LAND USE IN AGRICULTURE/TIMBER.
\ \\ I \ 15' LANDSCAPE E EMENTLOT 108 I DRAINAGE EASEMENTS SHOWN FOR REFERENCE ONLY. FINAL PLACEMENT
\ N 89-13'36"E 1626.97 1 OF EASEMENTS TO BE DETERMINED ON CONSTRUCTION DRAWINGS.
\\I
5.74' —.�.— 99.90' —.—. 10.00'- --=- ---. _.—.42.1$`. .—.—.—. .109.6. .—.133... .—.167,89' .� —.125.00' —. 99.17— -}-.- 1
\ ___ ____\ -------_---____-__�__--------_ �_____, �_---- ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE OBTAINED
8 T \1° BEFORE CONSTRUCTION BEGINS.
�¢57 4o E k r \\o° \\ \ \ \ \ . I I\ 1 1\ \ \ I 6g 52 \ \\o \\ \ ~\\ \ \ \ \ N� I 45 _ i \ \ 1 ALL STATE AND LOCAL EROSION CONTROL MEASURES SHALL BE
\ 1 \ N N N N`�\ 44 COMPLIED WITH DURING CONSTRUCTION.
\\ °s 6,044 ASF rN 32431 i. \\ \ N \ I w - \
° \ � \r r r r. 3 p \ `� \ N o 25,101 SIF o? 10
�°9. r S6 vI�� �� \\�� ��;Aq \\ 49 \\ a A o. 47 26,961 SF'o b $ o \\ 45 72 SIF 11 U MINIMUM BUILDING SETBACKS
\ I ESL o po so. 48 °. o N N TEMP.
a51 \\o > 9� _\- •� o 25 318 SF v \\` n TURN AR UND\\ \ 1 N 11 �t . FRONT - 35'
o> \ 1 32,706 SF Ego ,� \ \ - 143,239 SF ---- \ , \ \ I 50' R 1 1 I
N 9 °.\\ \ o \ \ r,N a15g ! \ u�s � T \ -----J \ 2 rN SIDE - 10'
S\ \ > r5 ✓. \ . \ 25,876 S \ \ \ ----� IF�r - s'=
i\ \oo\ o \ \ \ F \sLN .6 7r — — \ \ \ --- A-38.19' / \ -� -- ( REAR - 25'
I \ \ o\ \\N' 55 I \ ✓r i.' \\� r'\�/ � --� \ \ - ) j 61.84' 125.00' — 25I5.63' 1 CORNER SIDE - 20'
0) I \ \ r J '^ �! - '\ \`s`. \ \ - \ \ r r r 103.15' _ /-- —�
T B -Cow of MINIMUM LOT SIZE - 25,000 SF WITH WATER
p,j \ \ \fir. q�\ _ E/ i 1. \ \\\ �`-----�� 10015' _-_-W $_FALCON NI-�', WAY��3S
-- _v- =.A SEMBLI4--
cD \ 1 \\1 \ 3 6''I"5 $F Og ✓ ---+� \ UNSUITABLE SOILS AS INDENTIFIED/
I 1 -,w 8 ,� ✓ / >° \ \ �/ rte,. 50' P C RTW N 89 6"E 4 0.11' 1 MAXIMUM IMPERVIOUS SURFACES WILL BE 24% WITH CURB
BY SOUTHEASTERN:SOIL & ENVIORXMENTACLITY---•o
C W �\ ✓$° i / \ \Oo \\
ASSOCIATES', INc.. y ✓� a%�� �� - 13' 11o.tlo'�^� I & GUTTER AND 36% WITHOUT.
W / 1 1 v . ✓ ✓ -7 / \ \'. / 1g 1253.56'1 - / 1
25,002 SF➢ \ "� \ 1✓ / i/ \ N 7g /� / 5�. / ��� ;,r� nLE
d 1\ y c \ y� / f/// 27'4 , ✓ . P/� /g2`�• iPbLE----- it r-----1 -✓ ---- -- -1- 11 THIS SUBDIVISION IS WITHIN A VOLUNTARY AGRICULTURAL
\ N\ w\ \\oma 1>i/ ✓� // /J�'��_I53. __�=N. >/ 'Y.�a000. (TYP) I / - 1
y
- _ �✓ / 1 I cn I DISTRICT.
I \ o\rn ✓ \ e / p 8301'42" /%05 r l/ 0
g\�• \o / I/ i MAGE - 1258s 7 yY� �!! �I /�--� / I NO WETLANDS OBSERVED. THERE SHALL BE NO
fAs t cn
ENCROACHMENT INTO ANY WETLANDS IF PRESENT.
O �sia2'19 E y \�\ cis \\ 54 .,\'�. a� A,w ,�`'// ;• i� 50 i/�� 41_ - I I� N II
47,394 \ / �` / / T %// / �`� �/ �!' i 36.591 SF1
I \ \ / h /
P��ko�. / f,�' / �a �f / s` \ 73,488 SF o j 43 ✓
/� 60 954 SFS .. i .. �� / / /^ ss• ✓'^ \ / m
\ \ \ ! / \�• -----..,.,/--- f. fib: / / `off �9>E. \..ir/ o O \\ n Win/ 78:8 /$F .IC `. \n JONATHAN &KATHERINE GRIFFIN
\ H // !/ ��j ,\h /. �` -- / -/7`- �,/`-Y\ .A'\%l;� O�'A/`itj �� 3�\ / '�z I -.. TSI % \
rn
25,885 SF 1 i \ \\ 1�yv / 53 y0 hti / n \ / / / /�i/ / qG�`� 40 �\ 1 �/ o nom/ / !T1/ n PIN #0644-65-1818.000
•y \ \ / �: / \ S �P \/ �\ �, /\ m D.B. 1137 PG. 456
1 a / s , % / / s y. /
✓ 1 y�� j ✓ \ 'm.\ \ ( /i� 3T6, / / / /f \ 4(j /Y°EnT\ `\ \ \ / N /
✓ I E' ✓ \ \ 42,658 S/F/ / /� 51 ss / . / // \ \ /
\ A✓ \ �� ..\\ \� \\ // 1 /g, 3�� I / / g� ° ✓ // \\ 7443 F I Z / / w N 16
ago ✓ 1 \\�\, r \\\ / I \\ ' �� ^�/1 �I I ..I �% / p'-�/ �/,;r_—------.•'�---
� ✓ >.\ \ s / ✓/ 30 821 SF \ / �. < r: � 3 rr�6 61
\ ! o� o \ \
--__�j �QO/^\S\\/.y0��!\'\ oy \\ \\ �\ //�q// `�.s?q/i. �•r'9 1g�6�� �.
O >z y9 � 25,571 SF \ \\�,\ /// 2`a2�i ✓� �"/.``� �� // � t'\ // ��/ � e� �2? J .-irN 6 �_� �r �
i 8p e8,1 LIGHT -N 1\ T o. ._/ P S O 1 / h 36
15' LANDSCAPE EASEMENT— I #O �1 -POLE ° � / \ ` �` / j(°. / / 3�� �o\
�F T �' o ' OI >` � \ 26 895 5F \\ \ ✓ ✓ po � \j �a � /SS \ 1 � �� ! \ _ �� i 1j �� ro r \
x42.67' '50 \ \ \ ' \ \ ✓ 1 • �� \ R
® % Ip a 4C�i(v \\ \ \ 1\ 15/x✓ \ p?6 >�\ \\ 25,9817 SF00
✓/ / �/' \ /
co 1 28,724 SF f �, / G✓ 0 \ 1�- �. \ > \ ✓1 Eb / x 's \ \✓\� 6 / / f IW
N � I n V �1,'�i QO '(\aN° � \ +n \00 \ ✓ / p'��✓J2 `;�i• I �,_' - � ✓ r `L\6 � � � �/ / � / \ vi
a BLOW g0 €J' b n .o\..� 00\ ✓✓ O /�Q�i ^j00'��O ^ �\ 38 00°\ / ✓i >. w i - .,I' 1 f . > / IIS --
J OFF $\� 1�' ✓ 1 3�- >'- II I / - ✓ > .. -rA �", R9•
I SSM 1Y m \ 'm s. \/ FH \i ✓ F 1ti0' ✓ !y g. 2 I 1 / \ a
W B�Z�r v� ery o -y. I \�\� ` ✓��II ✓��j0 /✓ \ \\ 26530 SF ` X\0")
6� �r�✓ k.�� II II \ // l / "� z - 0, )`i49, \\
� I 8 p043"E'1\ 11, > \� 1\ , r \
\6 \i✓ ✓ 6L ✓✓ i y c� / . rN✓' // �mM-1 >
12 �3 5 / , my ✓ ✓C\ / i 9 / i i / W /
.N \\ I I \•`�8.,o >t� ✓✓ titi < Sir °�. /. / <o°� zll I i \ /✓ _ 10
A=41 � II II k / \ F NI \.
fY. 37 �. / / \
`l, ✓ ✓ \ o'i✓ \ w I ✓ / n I. alb' 24 \ \ O
RUTH M. JOHNSON d' r I ,� `\\ TI \\ \�'�+\\�\ /✓ \ \ `}> \\ / //^• ,�, a l/ 31 \ wII II r r / \ 'O
- a / to Im O' 1
® - FIRE HYDRANT �\ \ I \ �1,� \ \ 32 93 SF \ \ // / k•- • NIw y� ter- \"' \ \ 25 1 z / f 1
PIN #0644-15-5318.000 O I ."i J / / w \ 25,082 SF •1- 'k t ,.� \ 'S g \ \�' I -'_\n N { I 'A \ O IZ 'I'm 61,721 SIF �\ \ _
D.B. 96E PG. 447 O - �/ 1y\ y \ 1 \ Y //� •yo. / \ 45,165 SF �� 2 1 M /
1 0 1 \ o.R < 36 o // Z � h a
FINAL LOCATION OF STREET LIGHTS, MAP0
2015-115 ) �' `o I / I 6' \ a p• / 8 I
# � I rn 42.151 S
WATERLINES, HYDRANTS AND VALVES TO
BE SHOWN ON CONSTRUCTION DRAWINGS.
FIRE HYDRANTS TO BE PLACED NO
FARTHER THAN 500' APART. STREET
LIGHTS TO PLACED NO FARTHER THAN
300' APART.
M 34,481 SF �. I / .y�\ G \ o
N ((�) > \ !r h° 6 1 o�`rG,\m�>o� 30,962 SF tee, \ \ // / / ! \ J \ I oa I u
/ 30,429 SF ✓ yt \ >� \� \ \ \ \ �/ a % o / \ '� / / - I I II 30 / >i \ I rA_4
\ ti / 1 >. s / O / O` n \ 26 \ 3 1.
✓�%\ \� / o / . 9�.
4.3=�J / ao`'\� ` �a� j! / oo N/ o \ I I 93,103 SF / \ \\27746
ti / � SF \ P
,3°44 1» 15>� /g�?��\ 00 c— Qo5 "�' , / 30,18 SF \ \\P�41.15� �I ry° a_ oo49048 SF
LENGHT OF STREETS \ �`N 8`5.25411r�� 9 y9�`r / / OO A hF 0 Q \y
/ W 3 25,25 SF / �� o•. tb\\ J� g W / �\ \ �f h` o°'/ '\ �� ss.'P. �^p BLOWI./1�
2 L1�4'=- \ t 4/ x OFF 1 .-----290
6 '--
KINSMAN COURT EXTENSION - 175 LF / 4• l0 22.32' '/ °k, \ \�\�� p,{NA6€-kA�EMEN ��n / \ a • I �\/S� // \ \ ,,7 >, \ Q \� p ASSM. _
/ o s \ /r > / / \ \ F \ / ✓i --s 67 41o7 ^w --
VICTORIA PAIGE DRIVE - 2,592 SF ) \ \-o\ �' 8.2Y� \Q ° / N \ \ / �''- /
FALLON NICOLE WAY 1,457 SF / L T / > P > \ \ S > • 0 \
LILY GRACE COURT - 140 LF J / / k`1' / /' °p� \0.0\63, \ O \ ry 6 12'33" -S 78'Oa BLOW O� n \ N N6' 25 487 $F\ \/-
/�� E 0 W
I / 1 / \ \0 35 f oFF \ \ N w r h ti Q ° / o° .o
DRAKE GRIFFIN COURT - 200 LF / r "! / 31,550 SF / / \ °o. \sF'-' \ / x"121.66' _p.SSM. �• >. 0 6' / o' m
TOTAL LENGTH OF STREETS - 4,565 LF �O / / \\ 6+, \ 44,705 SF I II o:`P I 28 0, ✓ / ti/ Try
// AO d / I �/ arc \ \\\ \ \ / I I N` .7I � )' I s N / 1 o'/%rb° /� \ l//
/ 04 / h 10 �\\\�q \ / o I \ / / NN ' \ /b m ^��/ w`' / / \ 73,059 SFl
O' h !� s \ ��� \ / o O ro I 33 \ '9 yylo��pd/P / A 25,650 \ ! . \
ao I I I/�,ry° 27,943 SF/ /^\ �. \ \ / N \ 34 0 1 RIo`I,hO�/`�///
OWNER/DEVELOPER
JONATHAN & KATHERINE GRIFFIN
404 OLD MILL ROAD
FUQUAY-VARINA, NO 27526
919-614-3351
STREETSCAPE BUFFER TO BE MAINTAINED BY
THE OWNER/DEVELOPER.
I, BENTON W. DEWAR CERTIFY TH
MY SUPERVISION FROM AN ACTU1
SUPERVISION; THAT THE RATIO 01
THAT THE BOUNDARIES NOT SUR\
PLOTTED FROM INFORMATION FOL
PAGE --------; THAT THIS PL
WITH G.S. 47-30 AS AMMENDED.
LICENCE NUMBER AND SEAL THIS
27518 SF w N
N rn I // // W�/�j� / 9� _. \\�C \''s \ FFf/ / 25,40 SF o of �+�w / 29 \ \ / // / %fryL, /\ \ 21
°"kh >• ❑ \\� ChI� 1 25,624 SF\ ,�
/ \ I I m / / nr \ 57,556 SF/\ \ I
Ij I I I o \ /
26,716 S/F/ / \ o \\R�3\ a, -J L ------j to �_--�� j/ate/ �° \P�/ \ \ ( \\ \\I U 0) N
(�' q. \00 154 I I A' 00 / k \ \ \ d - `O
7 ' � / ry \ 9 w -�. 125.00'—.�� A I v> 25.00' A=11 �' �Zr 6g /\ \ \ \ 1 2 %O, o
2Q 23 \ 389 `� �--� R�rg4• .1 / \ \ \ \ 1 "' >a N. �" No
LARRY & EMILY WESTER 2 �2S• n, h� 2 \� q _.__� --- 17500' -w --LI 75.00'-W-- �"'P�0'/ P
�'^ / ��--- -------"�'--` BILLY & COLLIE STUART
PIN #0644-33-4890.000 \� // "� / �\ °8.8 / S 89'44'OS'E 25 .00' /� 03A' \ \ \ \ \ / �N,
MAP #2007-556 Cq 4 / /� ,145 SF/ ° -- - a-10 -1 r ✓ \\ \ 4 652 SF\\ \ 1 t <y \\ PIN #0644-54-7530.000
"4' \ ✓ / r �^ O4i Ao72 9• 101.00' 0.00' 4 A_7836 �i� 1 \ \J + 2 \ \
�\ mcb13 f f r----, r✓ --� 121.51" / 1 1 1 1 54,581 SF
/1/, i\� / = 25,108 SFS✓ O 1 11 11 18 /1
060° / / 14 3 15 1 16 I z / I z s r
/ ,tDD\ 1v^ � (\ V. ^ 0 1 � I o 1 28,001 /S fn 1 \ � a �� \ �V \\ � N
30,318 SF N 25,202 SF v 27,293 SF' °.2/ 599 S N Ul ✓ N I 6T, \ \ N a o
/ �V 7 `�C/ f ! N O \ •coo .p / 61 i ✓ 'P f I I \ \ N) \ U)
/ .95, °07\`14 f Z /� Z\ C14\
\ 14
\
/ LARRY & EMILY WESTER O 9>��. J L_ / I\%I I`�� 1 1 / ✓ 1
PIN #0644-34-6276.000 '>.j �_-- ---� �--\ /J t_ _ --� �� �.
— -. _-J 1---- \. \ .o N.
D.B. 616 PG. 365 75.00 106.00'— — 121,8 126.15' J 701.52 — -- --� ��_
.� t--2-io 127.11 c^
I15'41ANDSCAPE EASEMENT N 8 °14'42"W 990.71' ioss6' _—
THIS PLAT WAS DRAWN UNDER-
3URVEY MADE UNDER MY
RECISION IS
.D ARE SHOWN AS BROKEN LINES
IN BOOK ----------;
WAS PREPARED IN ACCORDANCE
TN!ESS MY ORIGINAL SIGNATURE
DAY OF ______________ 20
BENTON W. DEWAR, NCPLS - 3040
Q
O JAMES T_,DAMS III
r„) LINDA ADAM
I PIN #0644-43-5956.000
D.B. 2929 PG. 2GO®-643
1
o
N
VICINITY MAP NTS
WHITE OAK SUBDIVISION
JONATHAN & KATHERINE GRIFFIN
DEED BOOK 919 PAGE 589
PIN #0644-45-0199.000
HECTOR'S CREEK TOWNSHIP
HARNETT COUNTY — NORTH CAROLINA
SCALE: 1" = 100' JUNE 23, 2015
REVISED 9-1-2015
50' PUBLIC R/W
6'
20'
6' g'
�— z.ofix z.o6z---�
�a.oss
4.0�
SHOULDE DITCH
10'
10'
P
2ASPHALT
z'
8"
CABG
SEED, STRAW AND TACK
W/RS OR CRS LIQUID
ASPHALT AT RATE EQUAL
TYPICAL
CROSS SECTION
(NTS)
TO 10G PER 1000 SF.
PLACE STAW WITH NET
PUBLIC R/W
WHERE APPLICABLE.
WHITE OAK SUBDIVISION
JONATHAN & KATHERINE GRIFFIN
DEED BOOK 919 PAGE 589
PIN #0644-45-0199.000
HECTOR'S CREEK TOWNSHIP
HARNETT COUNTY — NORTH CAROLINA
SCALE: 1" = 100' JUNE 23, 2015
REVISED 9-1-2015
rL
�— z.ofix z.o6z---�
�a.oss
4.0�
PRELIMINARY PLAN
-
100 0 100 200 300
GRAPHIC SCALE - FEET
BENTON W. DEWAR AND ASSOCIATES
PROFESSIONAL LAND SURVEYOR
5920 HONEYCUTT ROAD
HOLLY SPRINGS, NC 27540
PH. # (919) 552-9813
FAX #
(919) 557-2255
GRIFFIN/15/650