HomeMy WebLinkAboutAC Crossing pg 1-- 62
RC's O - - -- 5� - 13046 SF 8823 \SF EX
\ 14 O 11305 SF 12527 SF 0.30 AC 0.20 C DIS
_ 0.26 AC ' 0.29 AC i' � f' 13.
Z '\ 15716�SP- r 10127 SF __ __ _ - O
0 AC I 0.23 AC 1 /
;
�6 + ST
/ I \ 4T 51 61 882 /SF r i 5. G
LA
r, \ O `. O 9554 SF r 0.26 AC r CO
N F �' o. / �13 \ 181 ! 11478 SF 10411 SF- ,0.22 AC ,'
INGPIN: WORTH & SHERRY' 9407 SF \ 9577 SF \ 0.24 AC 65 / 16. T
0.26 AC .
PIN: 0505'' -73 -3540 \\ 0.22 + 0.22 AC O'
DB 1254 PG 629 / 52 700 SF
11504 SF 9113 SF 0868 AC ,' l 017 -AC
; `
/ \
,'8556 SF I 8199 SF 4S 0.26 AC '+ 0.21 AC
0.20 A 0.19 AC ; 59 /
9966 SF 7860, SF 7500 SF
\ O ` '0.23 AC 1 ', 53 0.18 AC 0:17 AC ,
\ 11 _-
-`, i \ 8400 SF i I 0.21 AC
0.19 A ! 861 SF 1 /� 7500 SF'
1 1 i 0.20 AC O'3 0 �� O 0.20 AC / 0.17 AC 8676 SF
N/F R� 54
CAMERON, WILLIE M:,& WIFL 10 I r, ytil
VERNELL COWER SF 4 11851 SF (r,71 ' A
\ \ RL\ 0 -27 AC �; `l 7500 SF,
PIN: 0505 -73 -4206 0.19 AC \ ,' \
�` , \ ` ' \4�i 9168 SR
` DB 1329 PG 894 , \ \ 9 / ; 87555 SF ' 0.21 AC
;
\ y O 0.40 AC
.� ,
"t.. r01 0.19 SF 0 8616 SF 20 AC ' \ A �, `i ', - `, \9466 SF\
43 \22 AC \06e
LA s 7 SF `E 04- ANDERSON CREEK PARTNERS 6P
\ 0 SF 22 0 -17 \55 15166• SF o \ M PIN: 0505 - 86,8897 \
0.19 AC 750�SF 10734 SF 0.35 AC ' 70 \ U, DB. 1388 PG 526, \
\ 0.17 `, 42 \ 0.25 AC 9713 SF \ •,
` i 1\ 7501 SF v 0:22 AC
STRICKLAND
N/F B:. &` 1931 0.17 A \ `�RQ14 -,
CONTRACTOR SHALL HAVE A COMPLETE SET OF CONTRACT DOCUMENTS AS
L AS ALL PERMIT APPROVALS AND EASEMENTS ON THE JOB STTI AT ALL TIMES.
STRUCTION AND MATERIAL SPECIFICATIONS SHALL CONFORM TO 1111 STATE OF
7TH CAROLINA AND THE COUNTY OF HARNETT DESIGN AND CONSIULICTION STANDARDS,
SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY THE INGINEER BEFORE
ERIALS ARE ORDERED.
IS THE CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE HOTH HORIZONTALLY
I VERTICALLY ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. ALL COSTS
OCCATED WITH ANY DAMAGE TO KNOWN OR UNKNOWN EXISTING UTILITIES RESULTING
IM THE CONTRACTOR'S FAILURE TO ADEQUATELY PROTECT THE Ex15 -TING UTILITIES
ZING CONSTRUCTION SHALL BE BORNE SOLELY BY THE CONTRACTOR.
s MONUMENTS
NTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRON .
IER PERMANENT POINTS AND LINES OF REFERENCE AND CONSTRUCTION STAKES.
'ROFESSIONAL LAND SURVEYOR, AT THE CONTRACTOR'S EXPENSE, SHALL REPLACE
)PERTY IRONS, MONUMENTS, AND OTHER PERMANENT POINTS OF NEFERENCE
'TROYED BY THE CONTRACTOR.
NTRACTOR SHALL CLEAR AND GRUB ALL EASEMENTS, AS DIRECTLO BY THE OWNER,
INSTALL NEW INFRASTRUCTURE. ON ROADWAY RIGHT -OF -WAYS, 1NE CONTRACTOR
JJ_ ONLY REMOVE THE TREES WITHIN THE EASEMENTS AND RIGH1 OF -WAYS AND
ILL MAKE EVERY EFFORT DURING CONSTRUCTION TO PROTECT THI TREES THAT
NOT BE REMOVED.
= CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN ALL NECESSARY EROSION
4TROL MEASURES WHETHER OR NOT SHOWN ON THE PLANS TO NROTECT ADJACENT
:EKS, RIVERS, ROADWAYS, ETC. FROM SILTATION AND EROSION -
= CONTRACTOR SHALL BE RESPONSIBLE TOR RELOCATION OF EXISTING UTILITIES IF
IUIRED DURING INSTALLATION OF NEW WORK. THERE WILL BE NO ADDITIONAL OR
'ARATE PAY ITEM FOR THIS WORK UNLESS SPECIFICALLY CALLED OUT IN THE BID FORM.
' RELOCATION OF EXISTING UTILITIES MUST BE COORDINATED WRIT THE AFFECTED
JTY COMPANY-
= CONTRACTOR SHALL SUPPORT ALL UTILITY POLES AS NECESSARY. THE CONTRACTOR
ILL COORDINATE UTILITY POLE SUPPORT WITH THE APPROPRIATE UTILTTI' COMPANIES.
ONTRACTOR SHALL RESTORE REPLACE ALL SIGNS, MAILBOXES, ETC_ ENCOUNTERED
ZING CONSTRUCTION TO ORDINAL CONDITION.
-L PIPE /CULVERTS SHALL MEET THE REQUIREMENTS OF NCDOT.
-L EXCAVATED MATERIAL SHALL BE PLACED WITHIN THE LIMITS OF DISTURBANCE
RING UTILITY INSTALLATION. THE CONTRACTOR SHALL PROVIDE THL NECESSARY
EDIMENT AND EROSION CONTROL MEASURES TO CONTROL RUN -OFF- ALL EXCESS
CAVATED MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION SITE AND
POSED OF LEGALLY AT A PERMITTED SITE.
THE CONTRACTOR SHALL VERIFY THE LOCATION AND WIDTH OF ALI EXISTING
EASEMENTS AND RIGHT OF WAYS WITH NCOOT AND HARNETT COUNTY PRIOR TO THE
ART OF CONSTRUCTION.
HECK DAMS SHALL BE USED AS NEEDED TO PREVENT DITCH EROSION -
WETLANDS DELINEATION PROVIDED BY WETLAND AND NATURAL RESOURCE
NSULTANTS AND SURVEYED BY WITHERS & RAVENEL, INC.
OPOGRAPHIC INFORMATION BASED ON NC UDAR AND DIGITAL ELEVATION DATA
BOUNDARY LINE TABLE
LINE
BEARING
-
--
-
- - - --
L2
S5743'26"W
20.02'
L3
S60'01'03"W
22.48'
L4
S73'19'03 "W
1 - -
--------- - - - - -- _ v v V
=Ci /
- - --
L6
S74!38 3 WI
33.02'
L7
S79'02'34 W
42.92'
L8
S83'34'32°W
---
L9
S82'42'49 "W
\�\
L10
I
'moo
L11
576'04'39 "W
16.60'
L12
N8710'12 7W
O£
L73
N61'27'46"W
/Aqv
L14
I
I
- N/F
L15
N69'14'09 "W
91.15'
L16
N7741'49 "W
ANDERSON-CREEK PARTNERS LP
L17
N75'56'1 6"W
53.72'
L181
N06 03'07" E
PIN: 0505 -86- 8897 - - -
RL19
N8726'1eE
30.72'
RL20
S27'07'05 'W
DB 1388 PG 526
---
RL21
S19'34'00"W
`
RL22
S20'18'01 "E
171.53'
44
S69'41'59"W
s
RL241
SOZ38-27-El
28.15'
RL25
S20'18'01 "E
298.98'
RL26
S25'25'37"W
15.00'
RL.27
S16'51'18"E
123.73'
S11'28'14 E
RC171
150.00'
119.71'
116.56'
SOZ33'48"W
FUTURE - PHASE -WHEN
\
- - --
SANITARY SEWER__.
I
CONNECTION AVAILAB_
(HATCHED AREAS
\
1
- - - - - -- 16
14905 SF ---
- - - - --
0.34 AC
/
LOVETT, LEONARD LEO
v 0I
15 -
- 49 �£ -
PIN: 0505 -73 -3710
0 m
,
DB 2297 PG 957
to
2048
_
- - -
N
o.
Z - -1 -"
AC.
0.29 AC
-_.' --
-
-- 62
RC's O - - -- 5� - 13046 SF 8823 \SF EX
\ 14 O 11305 SF 12527 SF 0.30 AC 0.20 C DIS
_ 0.26 AC ' 0.29 AC i' � f' 13.
Z '\ 15716�SP- r 10127 SF __ __ _ - O
0 AC I 0.23 AC 1 /
;
�6 + ST
/ I \ 4T 51 61 882 /SF r i 5. G
LA
r, \ O `. O 9554 SF r 0.26 AC r CO
N F �' o. / �13 \ 181 ! 11478 SF 10411 SF- ,0.22 AC ,'
INGPIN: WORTH & SHERRY' 9407 SF \ 9577 SF \ 0.24 AC 65 / 16. T
0.26 AC .
PIN: 0505'' -73 -3540 \\ 0.22 + 0.22 AC O'
DB 1254 PG 629 / 52 700 SF
11504 SF 9113 SF 0868 AC ,' l 017 -AC
; `
/ \
,'8556 SF I 8199 SF 4S 0.26 AC '+ 0.21 AC
0.20 A 0.19 AC ; 59 /
9966 SF 7860, SF 7500 SF
\ O ` '0.23 AC 1 ', 53 0.18 AC 0:17 AC ,
\ 11 _-
-`, i \ 8400 SF i I 0.21 AC
0.19 A ! 861 SF 1 /� 7500 SF'
1 1 i 0.20 AC O'3 0 �� O 0.20 AC / 0.17 AC 8676 SF
N/F R� 54
CAMERON, WILLIE M:,& WIFL 10 I r, ytil
VERNELL COWER SF 4 11851 SF (r,71 ' A
\ \ RL\ 0 -27 AC �; `l 7500 SF,
PIN: 0505 -73 -4206 0.19 AC \ ,' \
�` , \ ` ' \4�i 9168 SR
` DB 1329 PG 894 , \ \ 9 / ; 87555 SF ' 0.21 AC
;
\ y O 0.40 AC
.� ,
"t.. r01 0.19 SF 0 8616 SF 20 AC ' \ A �, `i ', - `, \9466 SF\
43 \22 AC \06e
LA s 7 SF `E 04- ANDERSON CREEK PARTNERS 6P
\ 0 SF 22 0 -17 \55 15166• SF o \ M PIN: 0505 - 86,8897 \
0.19 AC 750�SF 10734 SF 0.35 AC ' 70 \ U, DB. 1388 PG 526, \
\ 0.17 `, 42 \ 0.25 AC 9713 SF \ •,
` i 1\ 7501 SF v 0:22 AC
STRICKLAND
N/F B:. &` 1931 0.17 A \ `�RQ14 -,
CONTRACTOR SHALL HAVE A COMPLETE SET OF CONTRACT DOCUMENTS AS
L AS ALL PERMIT APPROVALS AND EASEMENTS ON THE JOB STTI AT ALL TIMES.
STRUCTION AND MATERIAL SPECIFICATIONS SHALL CONFORM TO 1111 STATE OF
7TH CAROLINA AND THE COUNTY OF HARNETT DESIGN AND CONSIULICTION STANDARDS,
SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY THE INGINEER BEFORE
ERIALS ARE ORDERED.
IS THE CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE HOTH HORIZONTALLY
I VERTICALLY ALL EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. ALL COSTS
OCCATED WITH ANY DAMAGE TO KNOWN OR UNKNOWN EXISTING UTILITIES RESULTING
IM THE CONTRACTOR'S FAILURE TO ADEQUATELY PROTECT THE Ex15 -TING UTILITIES
ZING CONSTRUCTION SHALL BE BORNE SOLELY BY THE CONTRACTOR.
s MONUMENTS
NTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRON .
IER PERMANENT POINTS AND LINES OF REFERENCE AND CONSTRUCTION STAKES.
'ROFESSIONAL LAND SURVEYOR, AT THE CONTRACTOR'S EXPENSE, SHALL REPLACE
)PERTY IRONS, MONUMENTS, AND OTHER PERMANENT POINTS OF NEFERENCE
'TROYED BY THE CONTRACTOR.
NTRACTOR SHALL CLEAR AND GRUB ALL EASEMENTS, AS DIRECTLO BY THE OWNER,
INSTALL NEW INFRASTRUCTURE. ON ROADWAY RIGHT -OF -WAYS, 1NE CONTRACTOR
JJ_ ONLY REMOVE THE TREES WITHIN THE EASEMENTS AND RIGH1 OF -WAYS AND
ILL MAKE EVERY EFFORT DURING CONSTRUCTION TO PROTECT THI TREES THAT
NOT BE REMOVED.
= CONTRACTOR SHALL FURNISH, INSTALL, AND MAINTAIN ALL NECESSARY EROSION
4TROL MEASURES WHETHER OR NOT SHOWN ON THE PLANS TO NROTECT ADJACENT
:EKS, RIVERS, ROADWAYS, ETC. FROM SILTATION AND EROSION -
= CONTRACTOR SHALL BE RESPONSIBLE TOR RELOCATION OF EXISTING UTILITIES IF
IUIRED DURING INSTALLATION OF NEW WORK. THERE WILL BE NO ADDITIONAL OR
'ARATE PAY ITEM FOR THIS WORK UNLESS SPECIFICALLY CALLED OUT IN THE BID FORM.
' RELOCATION OF EXISTING UTILITIES MUST BE COORDINATED WRIT THE AFFECTED
JTY COMPANY-
= CONTRACTOR SHALL SUPPORT ALL UTILITY POLES AS NECESSARY. THE CONTRACTOR
ILL COORDINATE UTILITY POLE SUPPORT WITH THE APPROPRIATE UTILTTI' COMPANIES.
ONTRACTOR SHALL RESTORE REPLACE ALL SIGNS, MAILBOXES, ETC_ ENCOUNTERED
ZING CONSTRUCTION TO ORDINAL CONDITION.
-L PIPE /CULVERTS SHALL MEET THE REQUIREMENTS OF NCDOT.
-L EXCAVATED MATERIAL SHALL BE PLACED WITHIN THE LIMITS OF DISTURBANCE
RING UTILITY INSTALLATION. THE CONTRACTOR SHALL PROVIDE THL NECESSARY
EDIMENT AND EROSION CONTROL MEASURES TO CONTROL RUN -OFF- ALL EXCESS
CAVATED MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION SITE AND
POSED OF LEGALLY AT A PERMITTED SITE.
THE CONTRACTOR SHALL VERIFY THE LOCATION AND WIDTH OF ALI EXISTING
EASEMENTS AND RIGHT OF WAYS WITH NCOOT AND HARNETT COUNTY PRIOR TO THE
ART OF CONSTRUCTION.
HECK DAMS SHALL BE USED AS NEEDED TO PREVENT DITCH EROSION -
WETLANDS DELINEATION PROVIDED BY WETLAND AND NATURAL RESOURCE
NSULTANTS AND SURVEYED BY WITHERS & RAVENEL, INC.
OPOGRAPHIC INFORMATION BASED ON NC UDAR AND DIGITAL ELEVATION DATA
BOUNDARY LINE TABLE
LINE
BEARING
DISTANCE
L1
S51'35'18 "W
76.02'
L2
S5743'26"W
20.02'
L3
S60'01'03"W
22.48'
L4
S73'19'03 "W
82.31'
L5
S67'48'04 W
84.55'
L6
S74!38 3 WI
33.02'
L7
S79'02'34 W
42.92'
L8
S83'34'32°W
37.44'
L9
S82'42'49 "W
113.92'
L10
S78'00'26W
33.84'
L11
576'04'39 "W
16.60'
L12
N8710'12 7W
136.70'
L73
N61'27'46"W
123.15'
L14
N58'29'44 "W
92.13'
L15
N69'14'09 "W
91.15'
L16
N7741'49 "W
102.33'
L17
N75'56'1 6"W
53.72'
L181
N06 03'07" E
58.39'
ROAD CENTERLINE LINE TABLE
LINE
BEARING
DISTANCE
RL1
N7455'14 7E
219.17'
RL2
S8638'307 E
178.60'
RL3
N6940'507 E
468 -22'
RL4
S70'26'00"E
538.99'
RL5
N7SO8'42"E
290.81'
RL6
N8948'5e E
203 -59'
RL71
NO3'21'30"E
53.04'
RL8
N14 26'39"W
589.53'
RL9
N69'08'447E
408.17'
RL10
S3723'36"E
88.74'
RL11
S26'58'36W
246.89'
RL72
S21'19'10"E
215.62'
RL13
N6Z38'58"W
30.00'
RL14
N7533'21 "E
199.52'
RL15
N20`51'1IrW
136.56'
RL16
S34'07'47"E
13.58'
RL17
S14'26'39 "E
141.87'
RL18
N6640'50"E
59.25'
RL19
N8726'1eE
30.72'
RL20
S27'07'05 'W
25.00'
RL21
S19'34'00"W
52.32'
RL22
S20'18'01 "E
171.53'
RL23I
S69'41'59"W
12.50'
RL241
SOZ38-27-El
28.15'
RL25
S20'18'01 "E
298.98'
RL26
S25'25'37"W
15.00'
RL.27
S16'51'18"E
123.73'
BOUNDARY CURVE TABLE
LINE
RADIUS
ARC
CHORD
CHORD BEARING
C1
300.00'
410.82'
379.47'
S71'37'26"E
C2
350.00'
362.67'
346.66'
S0742'30"E
C3
150.00'
126 -44'
122.73'
S0749'43"W
C4
650.00'
409.22'
402.50'
S88'28'09 "E
C5
350.00'
222.49'
218.76'
S8938'39 "E
C6
650.00'
189.12'
188.45'
N81'28'48 "E
C71
470 -00'
60.65'
1 60.60'
S03'30'42"W
CS
330.00'
112 5'1
111.71'
S0732'12"E
C91
475.00'
338 -96'
331.81'
S89- 07 -25 "W
ROAD CENTERLINE CURVE TABLE
LINE
RADIUS
ARC
CHORD
CHORD BEARING
RC1
400.00'
128.72'
128.17'
N8408'22"E
RC2
400.00'
172.28'
170.96'
N81'01'10"E
RC3
500.00'
356.80'
349.28'
N89'07'25"E
RC4
500.00'
317.84'
312.51'
S8938'39"E
RC5
500.00'
145.47'
144 -96'
N81'28'48"E
RC6
300 -00'
93.21'
92.84'
N05- 32'34 7W
RC71
250.00'
364.73'
333.23'
S2721'02'W
RC81
150.00'
205.41'
189.73'
S71'37'26"E
RC9
200.00'
207.24'
198.09'
S0742'30"E
RC10
300.00'
252.88'
245.46'
S0749'43"W
RC11
250.00'
420.67'
372.77'
N27'21'027E
RC12
200.00'
68.72'
68.38'
S2417'13"E
RC13
90.00'
152.17'
134.68'
S6752'55 'E
RC14
200.00'
48.02'
47 -90'
N75'33'3 2'E
RC15
200.00'
139.16'
136.37'
S002 2'01 "E
RC16
200.00'
61.64'
61 -40'
S11'28'14 E
RC171
150.00'
119.71'
116.56'
SOZ33'48"W
SITE DEVELOPMENT DATA:
JURISDICTION:
HARNETT COUNTY
ZONING:
RA -20R
DEED BOOK:
1388, PG. 526
P.I.N. #:
0505 -86 -8897
0505 -72 -5741
RIVER BASIN:
CAPE FEAR
TOWNSHIP:
ANDERSON CREEK
PROPERTY OWNER:
ANDERSON CREEK PARTNERS LP
PROPOSED USE:
RESIDENTIAL
TOTAL TRACT ACREAGE:
54.8 ACRES
NO. OF LOTS
152
26 (FUTURE PHASE)
MIN. LOT SIZE REQUIRED:
7,500 SF
MIN. LOT WIDTH:
60'
(AT BUILDING SETBACK)
SETBACKS:
FRONT
20'
REAR
15'
SIDE
5'
CORNER SIDE
15'
AREA IN R W:
9.53 Ac
AREA IN L TS:
38.78 Ac
AREA IN OTHER:
2.69 Ac
AREA IN WETLANDS:
3.80 Ac
LF OF STREETS:
R001 PRIVATE
2,987 LF
R002 PRIVATE
2,703 LF
R003 PRIVATE
735 lF
R004 PRIVATE
492 LF
R005 PRIVATE
400 LF
R006 PRIVATE
547 LF
R007 PRIVATE
148 LF
LF OF PUBLIC WATERLINE:
7,495 LF
LF OF PUBLIC SEWER:
7,945 LF
AVERAGE SEWER FLOW (360
GPD /UNIT):
TOTAL (152 UNITS): 57,760
GPD
THIS PROPERTY IS NOT LOCATED
WITHIN A FLOOD HAZARD AREA PER
FIRM MAP #3720050400J, EFFECTIVE DATE OCTOBER 3, 2006.
,,,,nunnrrrri
oQ cNESs R0'1�';
NOT APPROVE[ .Fa' �*aTRUCTION
hTTO\
GRAPHIC SCALE 1" =100'
0 100 200 300
HELEN M. \ ��8400 SF •, 1 RLI , N
0.19 AC
,
7 SF
PIN: 0505 -73 -4144 \ 0.77
631 C4
A O \g O - -- 1
DB 903 PIG 70 tJ \ \ate
/ '8558 SF Q' , R ` 8415 SF Q
\I _� 090 8410 SF '' ', �24 0.20 AC
7500 SF
0.17 I O / �•r�\
l \ /aJ/
-
i
i
NjF
GRIFFIN. 1 HAR DB & `WIFE \ 8400 SF 25 %O I 37 8633 SF ` 'p .' / /9469'SF -1751 76 "- _ -O T� r '; / ' ' % ! N /F / - -_ -
\7 I , /
- --- -OD4sC --" O o2o AC 0.69 O / 1 I ANDERSON CREEK P R4EfiS LP ;
,� , \ PING- 0505 -73 -4062 _'7 SF 12498 SF / 3$ 7529 SF 8089 SF _8089 SF 8089 SF i . I _ '- / .
\ \ DB 1672 -P_G 839 \ 0.17 0.29 AC / O t^�' 8623 SF- -Oa5AC 0.19 AC 0.19 -9C 8089 SF O I PIN: 0505 -86 8897 __ -_____ _ "- �6 N8548'S4 "E / i Y -W
3� 8022 sF 0.17 Ac 0:2b AC _ _ " Z834 SF 80 S >02B4Op.. /N ; DB 7388 PG \526 \ \ 1 _- --' 173. 9' / ; /'�' tl\" /
- \ L -
__ -- - -
- ---- - ,a 9917 SF i _ _ 2 I + ' ---- - ',/ /
- ,
019 AC
W �- 6 -SF 26 ' 0.78 AC .- - - __ _ _ 0 -18 -- O_ f' \
�GRIFFlN. N D & WIFE 0.19 AC - 75 SF'- 959 SF r ;' �� 0.23 9C' - - - -- -- - -- _ _ 0500 AF _ ,_ -_ i
d
V - - - -07T , 0.37 AC - O _ - - ! ,�
RCS 53 99' ! ', /
5i i - " 7500 SF 82 ' ` / ,. , + 42 i , _ 1� / 1�1 -
\ PIN 0505-72-, 0.17 AC O
i \ DB 3038 PC 59y-- w - - /8616;'SF' -- C9�_ -- 7500 SF O / / 1 N12908\ /97./ O / w CC /.' -- - - -- --
D�133 •�\ 8461 SF -® 34 / .0.20 AC - _ 0.17 AC - -` /' i ', ,O - 8049 SF / 7756 SF ,_9866,SF ,` LLI
t o _0.19 AC 7560 SF , O 7500 SF, O 0_7&
- _
- - -- _ 0.17 A - O ,7506 AC' / - -- 0.17 AC 7500 SF ,8S / ,' _ ' i l ' ` \,� ,'8359
0. 7 -- _ _
,,may
_ _ 9S 0 -19 A r i L
2 `- - ---- '---_ -- -- - -' 32 '7500 SF' / -' ' / \6 - - --- '0.17 At 'O / ,' ' r ' O 7%90�SF C v r i r
C5 /
0.,. r r , \95' 1q -� - - _ ?9e- / .7500. SF O / r / , 94 \ 0:18 ,AC \ / nu p , / r' i 1/ c
N/F \- ---6426 -SF _ - - 31 7500 5E 0.17 AG` rd
h#1- " _ _ -�- - r r
STROTHER, BILLY R. & WIFE LISA - O -_ - __
0.19 AC - ______ - -0.17 AC , ;'' / /- ' " -'' -_ - b-i0F5_ - 75 O ' ! ' i - 0.18
/ \.4 } PIN,_0505 -72 -5805 \ m - -- - - -- 7500 SF r , , / i _ -- ,�0.17/AC 7718 SF8$ ' i 750 SF i r r ' - /
--- - - -'OB 1414 PG 688' - - -- O 28 -- 24 - -0 -- 0.77 -AC _ / !R\3' - 4 92 7750S 0.18 AC _ /
A - -1 - -- -� O'" 7613 SF 89 O - - -
/ , ; _ - ! ' - -- _= -- 8252 SF 0.18 A, / '
9520 -SF / - - - - - -_- 1 0.19 AC O / 7996 3'F _ i ! ,`
/ ' -E _ - - -" \ -- -- - - - -- - - -- / -' u1= / - FUTURE RECREATION SITE__ _ O 0.18_AC - X04 - - "' ,'�. % 7/
0.22 AC 1 / , ;. , i , _ ' � __ - -- �_ _ -- ' \ 8769, SF' -8769 SF , ` 87s9 F -" --- _ _ - `� // _- r , r
_ - - , / '/ -_- - �, 0.20, AC 0.20 AC '` r O J _ p� /// /
\ \ -308- - - - r i ,� r r
N� ° D' - o.2s Ac _ _ _ -(t4� _ _ / / - (NQT_PART-OF-THIS \SUBMITTAU - _ 0.2o Arc pQ R ,2763 sF - - - -- r
1 r 2g61,' X09' i n - _ - _ __ _ _ -' _' -- - _ `- --- - -_• 0.29 , -' -- _
�
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24' ASPHALT WEDGE CURB LS
- l \ NOTE: NORMAL CROWN OF 1 /4 /Fr UNLESS ( \ _ -- \ ' - - -- __ _ _ ------ F
OTHERWISE DIRECTED BY t jT \ \ N/F PA TNERS \ I L1t
ANDERSON CREEK R LP i
I i p ,A bi PIN: 0505- 86 - 8897
/ \ PAVEMENT DESIGN TO TYPICAL NEW RESIDENTIAL STREET SECTION ! - -
/ APPROVED BY NCDOT - \ \
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RTO 210006640 HARNETT COUNTY NORTH CAROLINA
WITHERS & RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
115 MacKenon Drive Cary, North Carolina 27511 tel: 919 - 469 -3340 www.withersravenel.com License No. C -0832
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