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ASHBY VILLAGE SUBDIVISION
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SITE DATA
CONSTRUCTION DRAWINGSNi
PROJECT: ASHBY VILLAGE SUBDIVISION �n E z
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ENGINEER: TIMMONS GROUP 0
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5410 TRINITY ROAD,SUITE 102 a d ~
RALEIGH,NC 27607 SANFORD, NORTH CAROLINA a���
PHONE:[phone] a -
FAX:[phone] a o r.M o p
ALLISON STONE,PE _ _ 1 1 z W a a I-
EMAIL:[e-mail] U - 1 1 r^
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DEVELOPER: CONTENDER DEVELOPMENT `r`��- '- Z
5 CENTURY DRIVE SUITE 210 ,,,,.,�` �-: pi -.:` ���� +�M�I, Sheet List Table C5.17 ROAD P PLAN AND PROFILE S y N U
GREENVILLE,SC 29607 * , ,- , ���=,�1 •■� C5.18 ROAD R PLAN AND PROFILE(STA 9+00 TO STA 19+00) F
PHONE: 16:::#
•�. 1:I 1 � Sheet O.0 ShERt HE C5.19 ROAD R PLAN AND PROFILE(STA 17+50 TO STA 26+50) 220FORD ELLIOT •j� I�� �" C0.0 COVER SHEET P Q♦���• . �, C1.0 OVERALL EXISTING CONDITIONS C5.20 ROADS PLAN AND PROFILE LL
EMAIL:[e-mail]4'``♦ BROADWAY ROAD��.A`, C6.0 SEWER OUTFACES-SHEETI OF3 �~ W♦ • , !� LI� C1.1 DETAILEDEXISTINGCONDITIONS(SHEET1OF8)PROPERTY LOCATION: ASHBY ROAD,SANFORD,NC 27332 ;: ``` 1�1 ' Cs.1SEWER OUTFACES-SHEET 2 OF 3 ~`, C1.2 DETAILED EXISTING CONDITIONS(SHEET 2 OF 8) vi V)
���`" -,, �, ""--" , 1 '� C6.2 SEWER OUTFACES-SHEET 3 OF 3 0
EXISTING ZONING: ASHBY VILLAGE CONDITIONAL ZONING DISTRICT C1.3 DETAILED EXISTING CONDITIONS(SHEET 3 OF 8) o
' `_-, �, �S C6.3 STORM OUTFALL PROFILES(SHEET 1 OF 4) O
`'` ATLANTIC AND WESTERN RAILROAD i
C1.4DETAILED EXISTING CONDITIONS(SHEET 4 OF 8)
C6.4 STORM OUTFACE PROFILES(SHEET 2 OF 4) oTOWNSHIP: SANFORD , ` ' _ ■ C1.5 DETAILED EXISTING CONDITIONS(SHEET 5 OF 8) Z
1. ` "�_, C6.5 STORM OUTFALL PROFILES(SHEET 3 OF 4):' C1.6 DETAILED EXISTING CONDITIONS(SHEET 6 OF 8)
EXISTING USE: RESIDENTIAL,COMMERCIAL,&VACANT M*1.1
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C6.6 STORM OUTFALL PROFILES(SHEET 4 OF 4)
111
C1.7DETAILED EXISTING CONDITIONS(SHEET 7 OF 8) � mQ
_vik C7.1 SCM 1 PLAN&PROFILEPROPOSED USE: RESIDENTIAL � C1.8 DETAILED EXISTING CONDITIONS(SHEET 8 OF 8) a 0 I
C7.2 SCM 2 PLAN&PROFILE
,� C2.0 OVERALL SITE PLAN z (n
TOTAL SITE AREA: 102.20 AC ` . / / C2.1 DETAILED SITE PLAN(SHEET 1 OF 8) C7.3 SCM 3 PLAN&PROFILE DATE (.9
,'4it*4 rIl 0 IT - C7.4 SCM 4 PLAN&PROFILE z
' , C2.2 DETAILED SITE PLAN(SHEET 2 OF 8) OS/04/2023 Hy
',�, ,v C2.3 DETAILED SITE PLAN(SHEET 3 OF 8) C7.5 SCM 5 PLAN&PROFILE DRAWN BYNil
PROPOSED C2.4 DETAILED SITE PLAN(SHEET 4 OF 8) C7.6 SCM S PLAN&PROFILE
ZONING CONDITIONS ;� •� C7.7 SCM 8 PLAN&PROFILE 331
C2.5 DETAILED SITE PLAN(SHEET 5 OF 8) Q
1. C-2 AREAS WOULD ALLOW NON-RESIDENTIAL LAND USES,MINIMUM LOT - C7.9 SCM NOTES&DETAILS • DESIGNED BY
SIZES&DENSITIES AS PERMITTED IN THE AREAS INDICATED FOR EACH OF !Will* cz.s DETAILED SITE PLAN(SHEET 6 OF 8)
- C8.0 OVERALL LANDSCAPING PLAN
THESE USES. ♦`, S C2.7 DETAILED SITE PLAN(SHEET 7 OF 8) 331 L�
♦ • C8.1 DETAILED LANDSCAPING PLAN(SHEET 1 OF 8)
2. RESIDENTIAL AREAS WOULD ALLOW SINGLE FAMILY DETACHED& s ij `�`� I 1 C2.8 DETAILED SITE PLAN(SHEET 8 OF 8) • CHECKED BY (�LI
ATTACHED TOWNHOMES AS INDICATED ON THE CONCEPT PLAN. •.�i•ii♦ij c3.o OVERALL UTILITY PLAN C8.2 DETAILED LANDSCAPING PLAN(SHEET 2 OF 8) • Ce
♦I�I� / 6( ��J - • A.STONE
3. SINGLE FAMILY DETACHED LOTS SHALL BE A MINIMUM LOT SIZE OF 6,000 ,.' /� �i LQ �' C3.1 DETAILED UTILITY PLAN(SHEET 1 OF 8) C8.3 DETAILED LANDSCAPING PLAN(SHEET 3 OF 8) (�
SF WITH MINIMUM LOT WIDTHS OF 50'WITH THE FOLLOWING SETBACKS 1 � jl�� �j ♦1� � C8.4 DETAILED LANDSCAPING PLAN(SHEET40F 8) • • SCALE 0
FOR PRINCIPLE STRUCTURES: j 40 ♦ _ •
``♦ � C3.2 DETAILED UTILITY PLAN(SHEET 2 OF 8) _ C0
3.1. FRONT-20'AS MEASURED FROM THE RIGHT OF WAY OF THE PUBLIC ,♦�j♦.�, gSHBY \' ��;,�, ` C3.3 DETAILED UTILITY PLAN(SHEET 3 OF 8) C8.5 DETAILED LANDSCAPING PLAN(SHEET 5 OF 8) : AS SHOWN a
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STREET; '` . ROAD kt'itii
�� ��� C3.4 DETAILED UTILITY PLAN(SHEET 4 OF 8) C8.6 DETAILED LANDSCAPING PLAN(SHEET 6 OF 8)3.2. REAR-20'AS DETERMINED BY THE ORIENTATION OF THE HOUSE& < -----)acri
����� - C8.7 DETAILED LANDSCAPING PLAN(SHEET 7 OF 8) 0 C3.5 DETAILED UTILITY PLAN(SHEET 5 OF 8)
REAR PROPERTY LINE;AND '
3.3. SIDE-5'AS MEASURED FROM THE LEFT&RIGHT SIDE PROPERTY LINES. / •\\ .
•. ,/ i�11� ,� ...., �� C3.6 DETAILED UTILITY PLAN-(SHEET 6 OF 8) C8.8 DETAILED LANDSCAPING PLAN(SHEET 8 OF 8)
3.4. ALL CORNER LOTS SHALL HAVE TWO FRONT YARD SETBACKS. � II "�e �oi�� C3.7 DETAILED UTILITY PLAN-(SHEET 7 OF 8) C9.0 LIGHTING PLAN
4. ATTACHED TOWNHOMES SHALL HAVE A MINIMUM LOT AREA OF 2,000 SF �� �� .411 _ ���!ag�INI'P11I1��\ -1 C3.8 DETAILED UTILITY PLAN-SHEET 8 OF 8 C9.1 DETAILED LIGHTING PLAN(SHEET 1 OF 8)
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WITH MINIMUM LOT WIDTHS OF 20'WITH THE FOLLOWING SETBACKS FOR VICINITY MAP C9.2 DETAILED LIGHTING PLAN(SHEET 2 OF 8)
C3.9 SANITARY SEWER SCHEDULE
PRINCIPLE STRUCTURES:
4.1. FRONT-20'AS MEASURED FROM THE RIGHT OF WAY OF THE PUBLIC II_ I C4.0 OVERALL GRADING PLAN C9.3 DETAILED LIGHTING PLAN(SHEET 3 OF 8) 1.6
1 -1000 C9.4 DETAILED LIGHTING PLAN(SHEET 4 OF 8) "z
STREET; C4.1 DETAILED GRADING PLAN(SHEET 1 OF 8)
4.2. REAR-20'AS DETERMINED BY THE ORIENTATION OF THE HOUSE& CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL MATERIALS C4.2 DETAILED GRADING PLAN(SHEET 2OF 8) C9.5 DETAILED LIGHTING PLAN(SHEET 5 OF 8) z _
REAR PROPERTY LINE;AND C4.3 DETAILED GRADING PLAN(SHEET 3 OF 8) C9.6 DETAILED LIGHTING PLAN(SHEET 6 OF 8)
4.3. BUILDING SEPARATION OF 20'. ORDERED PRIOR TO FINAL,APPROVED PLANS THAT ARE 0 x
4.4. ALL CORNER LOTS SHALL HAVE TWO FRONT YARD SETBACKS. RELEASED FOR CONSTRUCTION,AND IS RESPONSIBLE FOR C9.7 DETAILED LIGHTING PLAN(SHEET 7 OF 8)
C4.4 DETAILED GRADING PLAN(SHEET 4 OF 8) Hi 3
5. 1,800 SQUARE FOOT IS THE MINIMUM SQUARE FOOTAGE OF SINGLE FAMILY C4.5 DETAILED GRADING PLAN(SHEET 5 OF 8) C9.8 DETAILED LIGHTING PLAN(SHEET 8 OF 8) °
MAKING ALL ADJUSTMENTS TO THOSE MATERIALS TO MEET g
DETACHED HOMES. C10.1 SITE NOTES&DETAILS 0 i-i a
6. EVERY 3RD HOME MUST BE A DIFFERENT ELEVATION. THE FINAL,APPROVED DESIGN,SUCH AS STRUCTURE C4.6 DETAILED GRADING PLAN(SHEETS OF 8)
C4.7 DETAILED GRADING PLAN(SHEET 7 OF 8) C10.2 STORM NOTES&DETAILS
7. ALL HOMES MUST INCLUDE AT LEAST A SINGLE CAR ENCLOSED GARAGE. HEIGHTS,ANGLES, PIPE MATERIALS, ETC.,WITHOUT c10.3 UTILITIES NOTES&DETAILS >
8. ALL SINGLE FAMILY DETACHED HOMES MUST INCLUDE A DORMER OR C4.8 DETAILED GRADING PLAN(SHEET 8 OF 8)
FRONT PORCH WITH ROOF ELEVATION THAT VARIES FROM THE MAIN ROOF ADDITIONAL COST TO DEVELOPER OR ENGINEER. C4.9 STORMWATER SCHEDULE CO
LINE. C4.10 STORMWATER SCHEDULE W U
9. ALL FRONT AND SIDE YARDS MUST BE SODDED. x
10. REAR YARDS CAN BE SEEDED AND STRAWED. cc
C5.1 ROAD B PLAN AND PROFILE F W
11. ALL DRIVEWAYS MUST BE CONCRETE. GENERAL NOTES: C5.2 ROAD C PLAN AND PROFILE ( =n pz
12. ALL HOMES MUST HAVE SIDEWALKS TO THE FRONT DOOR. C5.3 ROAD D PLAN AND PROFILE
1. BOUNDARY TAKEN FROM SURVEY BY TIMMONS GROUP DATED FEBRUARY 15,2021. _ > (PI
13. ALL SINGLE FAMILY DETACHED HOMES AND TOWNHOMES MUST INCLUDE A
2. TOPOGRAPHIC INFORMATION TAKEN BY TIMMONS GROUP DATED DECEMBER 14,2021. c5.4 ROAD E PLAN AND PROFILE W F °
MINIMUM OF 30%STONE OR BRICK FRONTS.
3. THE CONTRACTOR SHALL CONTACT NC ONE CALL CENTER PRIOR TO ANY DIGGING. C5.5 ROAD F PLAN AND PROFILE(STA 8+50 TO STA 23+00) 0 p W 3
8 4. ALL PUBLIC WATER AND SANITARY SEWER IMPROVEMENTS SHALL CONFORM TO ALL CITY OF SANFORD PUBLIC WORKS DEPT.AND LJ
C5.5 ROAD F PLAN AND PROFILE(STA 22+00 TO STA 38+00) >ull v
fi NCDEQ PWS AND DWQ STANDARDS AND SPECIFICATION. w Q o rc
5. THE CONTRACTOR SHALL CHECK PLANS AND FIELD CONDITIONS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION.THE c5.7 ROAD G PLAN AND PROFILE K u
PROPERTY OWNERS: U gy
CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY CONFLICT BEFORE PERFORMING WORK IN THE AFFECTED AREA. C5.8 ROAD H PLAN AND PROFILE J d e S
Ft PORTION OF 9662-00-2971-00 PORTION OF 9661-18-9674-00 9661-09-2049-00 - f
RUTH M MORRIS PAWN PROPERTIES LLC ASHBY VILLAGE LLC 6. THE CONTRACTOR IS RESPONSIBILITY FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES,ABOVE AND BELOW GROUND THAT MAY c5.s ROAD PLAN AND PROFILEZ I--I p
oi 5967 WILLIAMSTOWN RD OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR. > L` i
2801 ROSSER RD 709 CROSWELL CT C5.10 ROAD J PLAN AND PROFILE Z E
SANFORD,NC 27330 D S,TX75 0 WHITSETT,NC 27377 7. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY WITH AND ENFORCE ALL APPLICABLE SAFETY REGULATIONS.
ZONING:
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EXISTING ZONING:ASHBY VILLAGE EXISTING ZONING:ASHBY VILLAGE EXISTING ZONING:ASHBY VILLAGE C5.11 ROAD K PLAN AND PROFILE
CONDITIONAL ZONING DISTRICT CONDITIONAL ZONING DISTRICT CONDITIONAL ZONING DISTRICT 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATION AGAINST COLLAPSE AND SHALL PROVIDE o
° BRACING,SHEETING,OR SHORING AS NECESSARY.TRENCHES SHALL BE KEPT DRY WHILE PIPES ARE BEING PLACED,DEWATERING C5.12 ROAD L PLAN AND PROFILE 'o
ci PORTION OF 9652-90-4508-00 PORTION OF 9661-18-6812-00 PORTION OF 9661-09-0175-00 In K e
E RUTH M MORRIS PAWN PROPERTIES LLC BILLY STEVE THOMAS SHALL BE USED AS REQUIRED,AND PERMITTED THROUGH LOCAL GOVERNMENT AGENCIES AND WATER MANAGEMENT DISTRICT PER C5.13 ROAD M PLAN AND PROFILE(STA 9+75 TO STA 23+00) 0
a 2801 ROSSER RD 5967 WILLIAMSTOWN RD 3109 HORNER BLVD CURRENT REGULATIONS AT THE SOLE COST OF THE CONTRACTOR. 0 8
SANFORD,NC 27330 DALLAS,TX 75230 SANFORD,NC 27332 C5.14 ROAD M PLAN AND PROFILE(STA 22+00 TO STA 36+00)- n
v EXISTING ZONING:ASHBVVILLAGE EXISTING ZONING:ASHBY VILLAGE EXISTING ZONING:ASHBY VILLAGE 9. WORK BEING PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED IN THE AREA ,^ 1
CONDITIONAL ZONING DISTRICT CONDITIONAL ZONING DISTRICT CONDITIONAL ZONING DISTRICT BY OTHER CONTRACTORS AND UTILITY COMPANIES.IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE C5.15 ROAD N PLAN AND PROFILE ( / o 0
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O PORTION OF 9652-90-6299-00 PORTION OF 9661-19-0040-00 HIS ACTIVITIES,WHERE NECESSARY,WITH OTHER CONTRACTORS AND UTILITY COMPANIES. C5.16 ROAD 0 PLAN AND PROFILE Q '2=
A PORTION OF 966THOMA53-00 °i 5°
RUTH M MORRIS BILLY STEVE THOMAS VERNON WAYNE THOMAS 10. PIPE SPECIFICATION a'3
8 2801 ROSSER RD 3109 HORNER BLVD 107 ASHBY RD A.)WATER MAINS:C900 PVC,CLASS 150,DR 18 PVC -
SANFORD,NC 27330 SANFORD,NC 27332 SANFORD,NC 27330 -EXISTING ZONING:ASHBY VILLAGE EXISTING ZONING:ASHBY VILLAGE EXISTING ZONING:ASHBY VILLAGE B.)WATER SERVICE:SOFT COPPER TYPE'K'1"x4'x4'IN PUBLIC RIGHT-OF-WAY -
_
N CONDITIONAL ZONING DISTRICT CONDITIONAL ZONING DISTRICT CONDITIONAL ZONING DISTRICT C.)SANITARY SEWER MAINS: "°
PORTION OF 9662-11-7367-00 PORTION OF 9661-19-7499-00 9662-10-3327-00 DEPTHS 0'-15':SDR 26 PVC,C-900 DR 18 CLASS 235 PVC %`
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1 114 BROAD ELL LLC 1LY HORNER
THOMAS ASHBY S LLC DEPTHS>15":DUCTILE IRON WITH 401 PROTECTO CERAMIC EXPDXY LINING SPECIFIED AS REQUIRED 8
1144 BROADWELL RD 3109 HORNER BLVD 709 CROSWELL CT D.)SANITARY SEWER SERVICE: E a
SANFORD,NC 27330 SANFORD,NC 27332 WHITSETT,NC 27377
o EXISTING ZONING:ASHBY VILLAGE EXISTING ZONING:ASHBY VILLAGE EXISTING ZONING:ASHBY VILLAGE WHEN TAPPING MAIN IS PVC:C900 OR SDR 26 PVC,SCH.40.MIN 4'PER FOOT SLOPE. a m
CONDITIONAL ZONING DISTRICT CONDITIONAL ZONING DISTRICT CONDITIONAL ZONING DISTRICT a5
ii WHEN TAPPING MAIN IS DUCTILE IRON:DUCTILE IRON WITH MIN.4"PER FOOT SLOPE.
SERVICE RISERS PVC DOWN TO 15'THEN DUCTILE IRON JOB NO. .i e
B E.)SANITARY SEWER MANHOLES: `• 45609
a DEPTHS 0'-12':4'DIAMETER ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL 8141
CITY OF SANFORD AND NCDOT STANDARDS, KNOW WHAT'S BELOW. %
E DEPTHS 12'-15':5'DIAMETER SHEET NO. °
A
SPECIFICATIONS,AND DETAILS. &m
N CALL 811 BEFORE YOU DIG. C0.0 2'
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