SW5240301_Plansheet - Cover Sheet_20240614

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�� GENERAL ABBREVIATl�NS
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, -j1.1 I ii` ■► Lines Surveyed SIGN General Sign
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I , I i }° EIS Existing Iron Stake FES Flared End Section
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,_. .. .1 / ",Ir. -'`�' , . _�� /��0 f RYPLA EIA Ex'ieing Iron Axle RCP Reinforced Concrete Pipe
- _�,� j" MA O IPF Irar� Pipe Found CMP Corrugated Metal Pipe
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I.. O I PS Iron Pipe Set VCP Vitrified Clay Pipe �
' - .- _. � ,, 1, © Concrete Monument Found CONCConcrete
. , CPF Computed Point ASP Asphalt '�
' / � D&U Droinage and Utility EP Edge of Pavement �`'
f% �1 �.,- ,-_1 DB Deed Book GRAV Gravel
MB Mays Boak FC Face of Curb
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PC Plat Cabinet BC Back of Curb
� , ; �__. RJUNIPER RIDGE�` PG Page Number TC Top of Curb
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'?raN -= - 21 f RAW Right of Way FL Flow Line
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RR Railroad CC Control Corner I..
x° b �.*�� � WV Water Valve TBR To Be Removed W
gg1. -_ ,� C� WM Water Meter HGD Horizontal Ground Distance
- RESIL)ENTIAL, SUBDIVISION
Hydrant �B Bench t Block Mark
� FH Fire nt �I PIV Post Indicate Valve Thrust ock o
' _ rRIDnrRD _ � ,✓. , BFP Back Flow Preventer FDC Fire Department Connection �
° TTTY � TPVC PolyVinyl Chloride DIP Ductile Iron Pipe �
T g�,I�, �o �� ��ILJ l Y SSMHSanitary Sewer Manhole LPG Light Pale
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S G � SL Street Light
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fCO Clean Out FFE
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,.--- � � � ;�,�., .,..� - APPROX. Approximate Public Utility Easement
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"� FS Finished Surface NG Natural Grade
FC Finished Concrete BW Back of Walk
VICINITY MAP °� C)
, ��'�� ` � CB Catch Basin T.G. Top of Grate
1'=1 DOQ < ��,�
MSL Mean Sea Level ® Wetlands Flag � 8_ � (i
PROPERTY INFORMATION M ; " LEGEND fl
OWNER: BARNES LAND CORPORATION
PROPERTY LINE - SURVEYED
h, PROPERTY LINE - NOT SURVEYED fly
7840 OLD BAILEY HIGHWAY �� ,
SPRING HOPE, NC 27882 t r j RIGHT-OF-WAY
---._____W __ �
CENTER LINE ,?DEVELOPER: 516GREYHILL DEVELOPMENT, LLC �,xw �� EXISTING BUILDING~ �`
516 N. EAST STREET .
RALEIGH, NC 27604 r NEW BUILDING �,
' 3 MIN. BUILDING LINE - SETBACK
CONTACT: FLETCHER BEASLEY/252-377-7035 EXISTING FENCE -- -- -- -- _- -
- [ Y ,. EXISTING HEDGE
VS ? � g Ate; WOODS LINE
PHYSICAL ADDRESS: OLD SMITHFIELD ROAD (S.R. 1945) P `� O
PIN: 277400421914 CONTOURS �-� � � - -
11 � E °` -: EXISTING CONTOURS
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PARCEL: OOQ349 �''
� EXISTING STORM SEWER
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` � PROPOSED STORM SEWER
FLOW DIRECTION
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DEED REFERENCE: DB2157 PG859 k „_._._
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ZONING RA-30-CZ f FLOOD LINE - 500-YR
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4 <L, FLOOD LINE - 1 QO-YR
EXISTING LAND USE: VACANT r� � '
r- , DRAINAGE & UTILITY EASEMENT
PROPOSED LAND USE: RESIDENTIAL , r
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MINIMUM SETBACK REQUIREMENTS FOR RA-30-CZ y �
FRONT: 41D' _� T; ��Z' A-
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�- DATE
SIDE: 15' ,7 F
1­11211512023
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REAR: 30'
5T. SIDE: 20' IX
o$4�
,b� SCALE
MIN. LOT WIDTH 100' 1--, � -" 11
* f : - - 1"=250`
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DRAWN BY
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TOTAL PROPERTY AREA: 46.6 AC I
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LATITUDE/LONGITUDE: 35.7$37$6°, -78.075797° F. 1 '" �- ` r BDE
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TOTAL NUMBER OF LOTS PROPOSED: 48 a r �s '
.r X INDEX OF SHEETS Jo� ��BER
TOTAL LINEAR FEET OF NEW ROADS: 3,202.5 LF �z
230576A
TOTAL AREA IN PROPOSED RIGHT-OF-WA a�4 ,§ # Y � SHEET DESCRIPTION DRA WING FILE
Y• 762,020.5 SQ.FT. - � 1F1
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", OT COVER 01 COVER.dwg
NOTE: THE PROPERTY SHOWN HEREON IS LOCATED WITHIN THE WS III-PA
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WATERSHED PROTECTION OVERLAY DISTRICT, ti k is i i z `
.� 4� � x 02 EXISTING CONDITIONS LAYOU?"TAB
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03 LAYOUT COVER
GENERAL NOTES _16111 . °. L", !z3 �, �e_, 4��" .. .
X tr �-, j, f3 �':. 04 EROSION COS I ROL PLAN y,
jay EROSION CONTROL PLAN m
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1. THE PROJECT AREA IS COMPRISED -`µ r � , 05 R SED OF ZONE X AREA OF MINIMAL FLOOD HAZARD" PER FEMA MAP NUMBER 3720276400J, EFFECTIVE ON � # -- i
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EROSION CONTROL NOTE S
11/3/2004. _ -" , II �' 7,W,41v ,
2_ COPIES OF ALL PERMITS r f , � �111 r .
TS AND APPROVED PLANS MUST BE KEPT ON SITE IN A PERMIT BOX THAT IS CONSPICUOUSLY LOCATED Mf . , a' U.. a 07 ATED AND EASILY - k t,' _ <; , EROSION CONTROL NOTES
ACCESSIBLE DURING CONSTRUCTION. THIS INCLUDES APPROVED CONSTRUCTION PLANS, ENCROACHMENT AGREEMENTS, AND DRIVEWAY r _,
PERMITS. s y r -�,ram'^ t _ �P . 08 EROSION CONTROL DETAILS
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3. BUFFER INFO : -
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INFORMATION SHOWN IS APPROXIMATE. NO WORK TO BE PERFORMED IN THE RIPARIAN y , �BUFFER AREA.
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4. SURVEYOR ... x ... -.-'e'> ,�-- ,D N - • i, s n..u. ' h:. ` -- :.:,R EYOR DID NOT VISIBLY SEE ANY CEMETERIES I S N OPEN AREAS OF THE PROJECT AREA OF w ` f ..: ,
THE CURRENT PHASE. EROSION CONTROL DETAILS
5. SITE IS LOCATED IN THE NEUSE RIVER BASIN ? F
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6. JOYNE _ �r N 10 R KEENY PLLC HAS LOCATED _ GRADING,D RTED UTILITIES THAT ARE ABOVE GROUND AT i . G DRAINAGE&UTILITIES
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THE TIME OF FIELD SURVEY. SURVEYOR DOES NOT �� ,�,�;; �;:,, � _ -� � ��,T�� � < �: _ �,_, er` _-_
GUARANTEE THAT ANY UNDERGROUND STRUGTU .. y .: 5. . _
RES SUCH AS UTILITIES TANKS AND PIPE ye . r r s _ r
S ARE LOCATED HEREON. �L�
. � # M. _ PLAN AND
7_ ALL RIGHT-OF-WAYS ARE PUBLIC UNLESS F PROFILE-MAIN ROAD PROFILES
NOTED OTHERWISE. a
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$. EXISTING INFO s ,
RMATION SHOWN HEREON z. a,
N WAS TAKEN FROM A B :.pUNDARY AND TOPOGRAPHIC SURVEY _.- .. z ;,,
Y FROM THE OFFICE OF JOYNER KEENY, r c ,.,, ,, a 12 PLAN AND -ROAD
PLLC_ _w u6 y s k : - �._, E &DALTON PROFILES
9. ADJOINING OWNER INFORMATION WAS TAKEN FROM NASH COUNTY = t Y �-1, : -1 =z !,, x ,
NTY CIS. r �:c _fi 13 DETAILS,SHI ET 1
10. THE CONTRACTOR IS RESPONSIBLE FOR CALLING THE NC ONE CALL CENTER AT 811 TO LOCATE : r ,- .TE EXISTING UTILITIES PRIOR TO BEGINNING p�.
WORK. r / s ymx t T s
/: nt % -47 ";','"�'3s' 4 7-;, t<_ !l 5: ".,. , �.1 _ > .�y Y 14 DETAILS SHEET 2 43
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11. THE CO - : - - _: �n,..; : ,1 CONTRACTOR SHALL BE RESPONSIBLE ---,ONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR ADJACENT TO NCDOT RIGHT-OF-WAY. ALL , . ,.< iz
METHODS SHALL g k, - ,. > a A CONFORM TO THE MANUAL ON UNIFORM TRAFFIC ��A G CONTROL DEVICES MUTCD AND : <, r
( ) OR NCDOT STANDARDS & r,. -,s �, -r ,.x.��
SPECIFICATIONS. n r.. :y r ,
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12. THE DEVEs _r -� '-:;>
LOPE=R IS RESPONSIBLE FOR IDEStGN AND P .. f(
a ERIVIITTING OF IMPROVEMENTS ASSOCIATED WITH INDNIDUAL LOT � :,. ,. �:< .
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DEVELOPMENT DRIVEWAYS UTILITY = {,. :a„ _a.5 � :-:
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CONNECTIONS,GRADING,STRUCTURES ETC.).IMPROVEMENTS WITHIN EXISTING AND/OR �_..:
PROPOSED RIGHT-OF-WAY MUST T v w, n.,, a x :; ,,
o $ BE DESIGNED AND CONSTRUCTED TON :.: 1.
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CDOT STANDARDS.CONSTRUCTION ACTIVITIES WITHIN . n
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EXISTING AND/OR PROPOSED RIGHT-OF-WAY MUST BE COORDINATED WITH NCDOT, N' ,` , :,_ ,T
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3 ALL REQUIRED IMPROVEMENTS SHALL CONFORM TO THE NASH COUNTY f �% ,
N LAND DEVELOPMENT CODE AND MANUAL OF SPECIFICATIONS & ::r c -
DETAILS, LATEST EDITION. 11
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14. ALL CULVERTS TO BE MINIMUM 18 GLASS IV RCP OR POLYPROPYLENE. : _ s - = `' .
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15. FOR UNDERGROUND x ,-Y� :
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ND UTILITIES, THE DEVELOPER OWNER IS RESPONSIBLE FOR ALL COT r =�; ,'Y;
/ COSTS OF BORING, CONDUIT, PAVEMENT TO THE GROUND ,
MOUNT TRANSFORMER, PATCHING & LANDSCAPING REPL
ACEMENT. xs1_ :, ,
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18_ AN NCDOT DRIVEWAY PE I.. e� .. �­u�l :RMIT IS REQUIRED. CONTRACTOR Tb OBTAIN COPY FROM THE ENGINEER BEFORE �1. 1, _ :_ . .,: -: -PRECAUTIONS
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DEMOLITION MATERIALS C "`
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CONCRETE AND SEDIMENT DO NOT ENTER STREAMS OR STORM DRAINS OR HAVE CONTACT WITH SURFACE WATERS, ��> r eR s ,, o
WETLANDS OR BUFFERS. =-
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18. NC RIPARIAN BUFFERS HAVE BEEN DETERMINED FOR THIS PROPERTY. NC RIPARIAN BUFFERS EXIST ALONG MOST STREAMS I w
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p N NORTH � : ,1 " _ s
CARQLINA AND ARE NORMALLY DETERMINED BY WHERE THE NORMAL POOL OF THE STREAM MEETS s; : .
lz� REAM MEETS THE VEGETATIVE GROWTH. IF RIPARIAN ;
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BUFFERS ARE SHOWN HEREON THEY ARE APPROXIMATE A D = a r :N MAY SHIFT OVER TIME DUE TO NATURAL CAUSES. CONTACT NC WATER : � f _
RESOURCES ENVIRONMENTAL QUALITY SEGTI
F wI�
Q QN FOR THE EXACT LOCATION OF RIPARIAN BUFFERS. ': _x.: " ' , :Y , >, ,; ;� „ ..:;
19. WATER METER SHALL NOT BE PLACED WITHIN EXISTING OR PROPOSED SIDEWALKS AND DRIVEWAYS. �
� 20. WATER METER TO BE LOCATED AT THE PROPERTY LINE WHICH IS THE "POINT OF SERVICE" (POS). Q
21, CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT THE ASPHALT AND CONCRETE SURFACES HAVE SUFFICIENT SLOPE SO THAT NO WATER
PONDS AFTER A RAINFALL EVENT. ANY SURFACE THAT PONDS WILL BE REPLACED AT THE CONTRACTOR'S EXPENSE.
DISTURBED AREA FOR THIS PROJECT IS GREATER THAN 1 ACRE. THEREFORE, A FORMAL SEDIMENTATION AND EROSION CONTROL PLAN
il IS REQUIRED_
�" N CONSTRUCTION IS COMPLETE, CONTRACTOR SHALL LANDSCAPE, RAKE, SEED, FERTILIZE, AND LIME PER SEEDING CHART. CONTRACTOR
SHALL GUARANTEE A COMPLETE AND FULL STAND OF GRASS. ONCE THERE IS A STAND OF GRASS, CONTRACTOR SHALL REMOVE ALL
c EROSION CONTROL DEVICES AND REPAIR ALL BARE AND WASH OUT AREAS.
� 24. CONTRACTOR SHALL NOTIFY ENGINEER ONE WEEK IN ADVANCE OF ANY NECESSARY INSPECTIONS OR TESTING. WINGS
FINAL DRA FYI G�
25. ASPHALT SECTION SHALL BE DETERMINED BY A GEOTECHNICAL ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE
GEOTECHNICAL ENGINEER.
w' 26. CONTRACTOR IS RESPONSIBLE FOR MEETING ALL NCDOT AND REGULATORY AGENCY REQUIREMENTS DURING CONSTRUCTION. CONTRACTOR IS
PLLC
RESPONSIBLE FOR IDENTIFYING, COORDINATING, SCHEDULING, AND CONDUCTING ALL NCDOT AND REGULATORY AGENCY REQUIRED F�RAGIVCYREVIEW J JOynerKeeny
4 INSPECTIONS AND TESTING DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL SITE IMPROVEMENT'S AND 25f1 0 25P S00
PLLC Planning,Surveying&Engineering
1 DOCUMENTATION NECESSARY FOR NCDOT ACCEPTANCE OF THE ROADWAY AND NASH COUNTY PUBLIC UTILITIES ACCEPTANCE OF THE N©TAR CoSRLTCTgo
WATERLINE.
L) 27. A 12-GAUGE INSULATED SOLID WIRE SHALL BE TAPED TO THE TOP OF ALL PVC AND HDPE WATER MAINS AND ATTACHED TO ALL VALVES.
THE TRACER WIRE COLOR SHALL BE BLUE.
28. TRAFFIC CONTROL SIGN INSTALLATION WILL BE THE RESPONSIBILITY OF THE DEVELOPER AND SHALL MEET THE SPECIFICATIONS OF NCDOT.
JoynerKeeSCALE.' 1 INCH 2�O FEET 1051 N. Winstead Avenue-P.O.Box 75
29. ALL PROPOSED EASEMENTS ARE PUBLIC, UNLESS NOTED OTHERWISE. RockyMaun>yNorthCaralina278U4
30. ANY DITCHES OUTSIDE OF THE RIGHT-OF-WAY WILL NOT BE MAINTAINED BY NCDOT. North Carolina Firm No.Carolina
31. ANY EASEMENTS LOCATED OUTSIDE OF RIGHT-OF-WAY IS NOT THE RESPONSIBILITY OF NCDOT TO MAINTAIN.
V.•,252.977.3124
�, 32. NO HEAVY EQUIPMENT OR STOCKPILES ARE PERMITTED ON PROPOSED LOTS EXCEPT IN AREAS IDENTIFIED ON THIS PLAN. Planning, Surveying & Engineering F:252,985.6026
R 33. PRIOR TO NCDOT ACCEPTANCE OF THE ROADWAYS, THE DEVELOPER IS RESPONSIBLE FOR COORDINATING INSTALLATION OF INDIVIDUAL LOT
DRIVEWAYS WITH NCDOT. THE DEVELOPER MUST ENSURE THAT THE LOT DRIVEWAYS ARE CONSTRUCTED TO NCDOT STANDARDS. Ftwa�nrrawrr�s
a 34. THE NEW PAVEMENT FOR THE EASTERN STUB ROAD CONNECTION TO DALTON ROAD MUST TIE INTO THE EXISTING WESTERN EDGE OF CER TCATEOFPRELIMIAFARYPLATAPPROVA� FOi7AG�DRAWINlEL9/
6 PAVEMENT. `,�G97V 1 I1 RE
35. THE DEVELOPER SHALL PLANT A VEGETATIVE SCREENING BUFFER ALONG THE EASTERN BOUNDARY OF THE SUBJECT PROPERTY, WHICH 1 a51 N. Winstead Avenue I hereby certif1qQy that the approved p77 the day pf ���\\\ ��+�Q i,�i,/
q SHALL CONSIST OF AT LEAST TWO CANOPY TREES OR THREE UNDERSTORY TREES PER 100 LINEAR FEET OF BUFFER. /`1 the prelirnirtaryplo d on t hivlsipn asshowr�on this ��� � -.•• `7� '%C �� 5/�
P.O. >�0� 7533 plat.Preliminary approval is valid for a period of 12 months from the above date or •Q� �.
-.,
as established udder the vested rights procedures,ifapplicable.Ec�lDo not disturb wetfat�d , streams or duffers without the �ck� M�ultt , IIC� 278®4 -
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necessary permits from 1VCL�,Et? and CJSACE: NC Firm No. P-0551 Planr�tr�gDirector Dates yo=..F �.:
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N V. 252.977.3124 ,,,,�s•••••IT •
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�: 252.985.6®26 06- ®�tl2oZY
MOT FOR CONSTRUCTION
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