SW4210901_Plansheet - Cover Sheet_20211117

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A COBB JIMMY W
d PIN# 8857748808
DB 0504 PG 1050
COBB JIMMY W
PIN# 8857748808
DB 0504 PG 1050
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PRESLEY DAVID A & HARRISON H
WALKER PIN# 8857745402
D.B. 6458 PG. 983 DB 2069 PG 249
H uul ` I PIN: 118483 I PROPOSED TERRY SMITH TRAIL
I I I I I CONNECTION TO KERNODLE
LANDING DRIVE
ISLEY
D.B. 2028 PG. 346
PIN:128383
CD
NCDOT DRIVEWAY HAS BEEN MANN _
OBTAINED D.B. 489 PG. 439
PIN: 118531
KERNODLE-_ u
�1 oHu
D.B. 803 PG. 650
PIN:118512 / % ONO oHu
5
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PART OF
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ALLEN \ i
D.13.419 PG.807
PIN:118511
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KERNODLE o
D.B. 732 PG. 720
PIN:118510
QJ/
211 �\ o CROSS WILLIAM JON !�
I 1 I GILBERT VICKI S _ �Z \v/ /
I \ l OSSE FOR 0
\\\z PIN# 8857646427 & 20' PRIVATE SEWER - LOT No. 60 / \
1 VIVAN H LINE ACCESS AND /
p MABRY JAMES B DB 1382 PG 0338 PIN# 8857649463 MAINT. ESMT FOR `�\ // // ^ 59
o I I \ p MABRY LINDA D DB 907 PG 312 LOTS 10 & 11 OSSE FOR \
\ \ PIN# 8857641555 PB 047 PG 0200N0. 59` © �P
DB 475 PG 250 I
EXISTING STREAM
I 0°�-�\ 30' UNDISTURBED
I o55E01p
LLo j 0p�� �p \
� I - \ � BUFFER FROM TOP
I/ Jo OF BANK, 50' TOTAL
�ia�`� j _ BUFFER WIDTH / \ \ \ A� \ _ /i 055E o Sg /
o
EX. POND
I1��
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` EPTING I EXISTING STREAM \ J \\ 23 \ \
30' UNDISTURBED %i
oLL PIN#118438 I I ` BUFFER FROM TOP \_ \� \ \ \ 055EFOR \ \
0 DB 3320 PG. 977 _� - - - i \ 0. 2$ \
7 OF BANK, 50' TOTAL \ _ _ \ 30,777 SF \ u0S N
I \ � ��BUFFERWIDTH �_ - \\\� \ 22 \ \ 30,000 SF
/ I �\ 32,737SF �\ \� oolI
� AO'
�� L J r \ 20 \ \ ✓ / 30,000 SF
L _J 19 \ ✓ � � \36,192 SF \ '` � \ \ � R�W
O r
l p 4"
30,003SF \ c� 1 °� pvg��C OSVQ1 FO
SE
/ BOOS EX. I / / \\ p\NG FN�,31 �� NO.
100 F . / / WETLANDS \ 30,000 SF
AS \ PHASE 1
055E
DELINEATED
BY PILOT - 30,000 SF\ �\ / / \ I \, o u0S e
ENVIRNOMENTAL \ �I�ASE 2 31,543 SF \i -A
(n / / 9
(PWS) 031,172 SF �\\ \ 0�� \
/ \1.32 AC L
HOUSE (TYP.) 32,187 SF, > / \'`, 2.65 AC
30,817 SF
37,244 Sr \�-� �\ 4.22 AC
/ r r0I I \�� ` \0 35,750 SF \I v y \
/ 35,360 SF
�1
/ 3 o0T \ j 00\ 5.96 AC (OUTSIDE) < � , `\ __ L J _ - / � \ � � , �\
8.05 AC (TOTAL) L 31,870 SF
\ ,
69 PHASE 2�34,800 SF s
- -o
PHASE 3 / -i ,- � -�- , ' r -1 � � a,soo sF
I
oti 12.8 AC (OUTSIDE) \ 66 too,
2.86 AC (TOTAL) 67 �
68 \ 42,045 SF 43 l L- J L 34,670 SF \
ROBERT LEE // $ 2.28 AC (OUTSIDE) `\ Q \ 1.05 A / \0 \ 36 064 \ / I
5.23 AC (TOTAL) < \ �- - �
EPTING I
PIN# 118412 \ 40,853 SF 35,521 SF 39,245 SF /
DB 3320 PG. 977 / T / J r 1.04 AC PHASE 2 38L 2 SF 1
/ �-Yoo oo J / PHASE 3 Ex. 20' R/W ESMT
gyp& \ / \ ` J (PER P.B. 49, PG. 179)
OLD , p01 -� / /� TO BE ABANDONED C�EE� WRENN
PROPERTY / \ , 95 3 D.B. 3091 PG. 691
ti NN- \ PIN:118499
LINE �o 50 p118��CFlI \ \ J 1.15 AC
/ REESE C� 75 \ ISELY NANCY JANE
D.B. 558 PG. 356
o COMMON AREA/ 71 r 34,787SF` / /4ZPIN:118526
1 f OFF -SITE 37,257 SF L J �- � 94
SOIL AREA 43, 72 73 1.01 AC 76 hJ� 35,000 SF
/ J 66-69 O 30,000 SF 30,000 SF %
/ EXISTING STREAM 4.97 AC 1.05 AC ` _j / /� 93
30' UNDISTURBED / _j O
BUFFER FROM TOP 77 / 30,000 SF
OF BANK, 50' TOTAL
I I BUFFER WIDTH 78 1.00 AC-
79 < O
@8�
8030,000 SF 30 ,000 SF
�32,577 SF
30839 SF 30,000 SFPCSO1P \/
\ 42,504 SF
i
pUgUC
83 ; L_READ\N\ \\ \� 89 42,205 SF
35,226 SF (OUTSIDE) / \� J 88
2.55 AC (TOTAL) �Oo / n� 87 32,366 SF
`� O 6 30,000 SF
z O 41,301 SF
31,238 SF
84 ZOO,
30,324 SF (OUTSIDE)
2.50 AC (TOTAL) 70,
85 `100 -'00'
1.03 AC (OUTSIDE) ypOF
2.68 AC (TOTAL) /
100F
100E moo
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70
0,
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?CKOM BENJAMIN
CECIL LIFE EST
PIN# 8857944703
DB 2311 PG 0742
EXISTING STREAM
I
30' UNDISTURBED
BUFFER FROM TOP
OF BANK, 50' TOTAL
BUFFER WIDTH/
/
DRAINAGE
EASEMENT TYPICAL
1 ' LAMBETH
L J D.B. 2023 PG. 91
PIN:118527
65
50.00 AC.
\\ 1
\ �
EXISTING STREAM
0 30 \_ �G\ �� \ 30' UNDISTURBED
/J BUFFER FROM TOP
OF BANK, 50' TOTAL
l / BUFFER
WIDTH/DRAINAGE
\ 32,745 S\ \ 1 Nf \ ESMT. TYPICAL \
I I v � 1 �\ \
- 32,885 SF
/ 33,893 SF
\
� \ \G�
3 SEPTIC AREAS FOR
3-4 BEDROOM
\\ HOMES (LOT 65)
GL \ \ \
A
N75° 15' 41"W 543.46 TOTAL ��' ISELY NANCY JANE
6.64' _ _ D.B. 558 PG. 356
MOOREFIELD zaso' \ \ \ PIN:118526
D.B. 1202 PG. 441 5 \�-,P\ \ \
OPIN:118500 C� \
ISELYNANCY JANE PIN# \�
PIN# 8857617758
DB 767 PG 803
PB 075 PG 0106 I� \
\yn � \
O \ \ \
50' R/W
20' PA EMENT
8' 6 6'
SHOULDER SHOULDER DITCH
1" PER FT. 1 4" PER FT.
3.15�OpE 1 ER FT. 4'1 S
�OPF 3•.15
ALL CONSTRUCTION TO BE TO N.C. D.O.T. STANDARDS &
SPECIFICATIONS. 8" ABC
2" S9.5B
AVERAGE RATE: 165 Ibs./sy.
CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO
CONSTRUCTION.
RESIDENTIAL ROAD
N.T.S. ABC 1:1
PROP. HOUSE BOX
(TYP.)
50'
ENVIRONMENTAL HEALTH/SOILS NOTES:
SOILS MAPPING PERFORMED BY OTHERS.
OFF -SITE SEPTIC AREAS TO MEET OFF -SITE POLICY FROM STATE OF NORTH CAROLINA AND
SUBDIVISION ORDINANCE STANDARDS.
OFF -SITE LAYOUTS FOR LOTS TO BE PERFORMED BY A LICENSED SOILS SCIENTIST WITH LOT NUMBERS
THAT CORRESPOND TO THE LOT EACH AREA SERVES.
NO LONGITUDINAL RUNS OF PRIVATE SEWER ARE ALLOWABLE WITHIN THE RIGHT OF WAY.
PERPENDICULAR STREET CROSSINGS WITH FULL ENCASEMENT WITHIN THE RIGHT OF WAY ARE
ALLOWABLE WITH A NCDOT ENCROACHMENT AGREEMENT.
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910
CP 6v lb TO
W -V6
BEFORE YOU DIG !
CALL 811 N.C. ONE -CALL CENTER
IT'S THE LAW!
MILL RD
00
TERRY SMITH
VICINITY MAP
1" = 2000'
PARCEL DATA:
TOTAL ACREAGE: 215.39 AC. +/-
DEED & PLAT REF: D.B. 3802 PG. 424
D.B. 927 PG. 347
D.B. 927 PG. 343
D.B. 927 PG. 345
P.B. 49 PG. 179
ALAMANCE PARCEL # 118501,118436,118437,118452
EXISTING ZONING: N/A
EXISTING USE: RESIDENTIAL/AGRICULTURE
PROPOSED USE: RESIDENTIAL
7,823 +/- LF OF PUBLIC STREETS PROPOSED TOTAL
PROPOSED LOTS: 98 TOTAL
PHASE 1 LF OF STREET = 3,525 LF
PHASE 1 LOTS = 37
PHASE 2 LF OF STREET = 2,912
PHASE 2 LOTS = 30
PHASE 3 LF OF STREET= +/- 1,922
PHASE 3 LOTS= +/- 31
11011 of MIA I :7_Ty 24
FRONT SETBACK: 30'
SIDE SETBACK: 10'
SIDE SETBACK ABUTTING A STREET: 25'
REAR YARD SETBACK: 20'
CUL-DE-SAC: 30'
WATERSHED INFORMATION:
THIS PROPERTY IS NOT IN A WATER SUPPLY WATERSHED.
FLOOD INFORMATION:
A PORTION OF THIS PROPERTY IS IN A FEMA REGULATED FLOOPLAIN
NOTES:
THIS MAP DOES NOT MEET G.S. 47-30 AND IS NOT FOR RECORDING.
THIS PROPERTY IS SUBJECT TO ANY EASEMENTS, AGREEMENTS, OR RIGHTS -OF -WAY OF RECORD
PRIOR TO THE DATE OF THIS MAP AND WHICH WERE NOT VISIBLE AT THE TIME OF INSPECTION.
THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF ATITLE REPORT AND DOES NOT NECESSARILY
INDICATE ALL ENCUMBRANCES UPON THIS PROPERTY.
OVERALL TOPOGRAPHIC INFORMATION TAKEN FROM ALAMANCE COUNTY GIS. ROAD
CONSTRUCTION TOPOGRAPHIC INFORMATION PROVIDED BYALLRED LAND SURVEYING, INC.
BOUNDARY INFORMATION TAKEN FROM SURVEY BY ALLRED LAND SURVEYING, INC. DATED
08/14/2017, PROJECT # 2017-74 AND DEEDS AND PLATS.
NO SURVEYING OR SUBSURFACE INVESTIGATIONS PERFORMED BY STOLTZFUS ENGINEERING, INC.
THIS PLAN IS UNDER COPYRIGHT PROTECTION OF STOLTZFUS ENGINEERING, INC.
AREA OF LOTS, STREET, COMMON AREA SHOWN ON THIS MAP ARE PRELIMINARY AND SUBJECT TO
FINAL DESIGN AND REVIEW AGENCIES.
CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION AND REPORT ANY CONFLICTS TO
THE ENGINEER.
CONTRACTOR IS RESPONSIBLE FOR ANY REQUIRED PEDESTRIAN OR TRAFFIC CONTROL PLANS,
EQUIPMENT, AND LABOR REQUIRED FOR TRAFFIC CONTROL. WORK SCHEDULE SHALL BE
COORDINATED WITH OWNER.
ALL CONSTRUCTION TO BE TO THE STANDARDS AND SPECIFICATIONS OF NCDENR & FOR EROSION
CONTROL AND NCDOT FOR ROADWAY INFRASTRUCTURE. STREET PROPOSED ARE TO BE PUBLIC AND
MAINTAINED BY THE NCDOT.
30' SIGN & LANDSCAPE EASEMENT ADJACENT TO GERRINGER MILL ROADTO BE MAINTAINED BYTHE
HOMEOWNERS ASSOCIATION.
THE HOMEOWNERS ASSOCIATION SHALL BE RESPONSIBLE FOR MAINTAINING THE COMMON
ELEMENTS SHOWN ON THIS PLAN.
DEVELOPER TO COORDINATE WITH NCDOT WITH REGARDS TO NO ON -STREET PARKING SIGNS.
APPROVAL AND LOCATION OF SIGNS SUBJECT TO NCDOT REVIEW. A NO ON -STREET PARKING POLICY
WILL BE INCORPORATED INTO THE HOMEOWNERS ASSOCIATION DOCUMENTS.
DUKE ENERGY ENCROACHMENT AGREEMENT FOR PROPOSED ROADWAY CROSSING TRANSMISSION
RIGHT OF WAYS.
PROPOSED MAIL KIOSK SUBJECT TO USPS APPROVAL.
UTILITIES SERVICED BY THE PROJECT INCLUDE DUKE ENERGY, PIEDMONT NATURAL GAS, SPECTRUM
CABLE AND AT&T.
THE PRIVATE PORTION OF TERRY SMITH TRAIL IS INELIGIBLE FOR STATE MAINTENANCE AND
ADDITION TO THE STATE HIGHWAY SYSTEM. A NOTE DEPICTING THIS WILL BE INCLUDED ON THE
FINAL PLAT.
WETLANDS AS SHOWN WERE DELINEATED BY PILOT ENVIRONMENTAL, KERNERSVILLE, NC
PROFESSIONAL WETLAND SCIENTIST. NO DISTURBANCE OF WETLANDS PROPOSED.
LEGEND
STORM MANHOLE (STMH)
UTILITY POLE
-�' r
LIGHT POLE
GROUND LIGHT
•
GUY WIRE
YARD INLET (YI)
UQ
UTILITY PEDESTAL
Gv
X
GAS VALVE
oHu
OVERHEAD POWER LINE
--------�---
GAS LINE
___w____w__
WATER LINE
ue
UNDERGROUND ELECTRICAL
FENCE LINE
x
WOODSLINE (TYP.)
DB DEED BOOK
PB PLAT BOOK
PG PAGE
R/W RIGHT-OF-WAY
E/P EDGE OF PAVEMENT
E/G EDGE OF GRAVEL
CONC CONCRETE
RCP REINFORCED CONCRETE PIPE
DI DROP INLET
Cl CURB INLET
FFE FINISH FLOOR ELEVATION
BSMT BASEMENT
TPED TELEPHONE PEDESTAL
THH TELEPHONE HAND HOLD
DMUE DRAINAGE MAINTENANCE & UTILITY EASEMENT
GRAPHIC SCALE
200 0 100 200 400
( IN FEET )
1 inch=200ft.
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DRAWN BY: AGB
CHECKED BY: ARS
DATE: 10/14/2020
PROJECT NO.: 302-19
REF. NO.:
SCALE: 1"=200'
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