19980222 Ver 1_COMPLETE FILE_19980313

Gene W. Johnson and Associates
Consulting Engineers
1421 Pinecroft Road
Winion-Salem, NC 27104 . (19-s _?
-725-?SCQ.I
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? For your use ? Approved as noted
? As requested ? Returned for corrections
? For review and comment ?
? FOR BIDS DUE 19
REMARKS
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? Resubmit copies for approval
? Submit copies for distribution
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? PRINTS RETURNED AFTER LOAN.TO US
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State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
IT 4 • •
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
November 10, 1998
Forsyth County
DWQ Project # 980222
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
FAB Development Co.
Suite 250
Highland Plaza
12150 Country Club Road
Winston-Salem, NC 27104
Dear Sirs:
You have our approval, in accordance with the attached conditions and those listed below, to place
fill material in 80 linear feet of streams for the purpose of constructing a road crossing at Hickory Hills
subdivision, as you described in your revised application dated October 19, 1998. After reviewing your
application, we have decided that this fill is covered by General Water Quality Certification Number 3103.
This certification allows you to use Nationwide Permit Number 14 when the Corps of Engineers issues it.
In addition, you should get any other federal, state or local permits before you go ahead with your project
including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and
Water Supply Watershed regulations. This approval will expire when the accompanying 404 or CAMA
permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your new application except
as modified below. If you change your project, you must notify us and send us a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby
responsible for complying with all conditions. If total wetland fills for this project (now or in the future) exceed
one acre, compensatory mitigation may be required as described in 15A NCAC 2H 00506(h) (6) and (7). For
this approval to be valid, you must follow the conditions listed in the attached certification and any additional
conditions listed below.
1. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands
and waters or areas within 30 feet of all streams and ponds to notify the state in order to assure compliance for
future wetland and/or water impact. These mechanisms shall be put in place within 30 days of the date of this
letter or the issuance of the 404 Permit (whichever is later).
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory
hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a
written petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 276 1 1-7447. This certification and its conditions
are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act. If you have any questions, please telephone John Dorney at 919-733-1786.
SiFre ,
! 'w, r. P.E.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Winston-Salem DWQ Regional Office
John Dorney
Central Files
Gene Johnson; Gene Johnson and Associates
980222.1tr
Wetlands/401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper
Gene W. Johnson and Associates
Consulting Engineers
1421 Pinecroft Road
Winston-Salem, NC 27104 -
336--7 25-?561
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WE ARE SENDING YOU. .? Attached Ur1dEr
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? Shop drawings ? P 1 -.
? Copy of letter ? Change order

DATE
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? Plans ? Samples 0 Specifications
COPIES DATE NO. DESCRIPTION
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THESE ARE TRANSMITTED as checked below:
For approval ? Approved as submitted
L For your use ? Approved as noted
? As requested ? Returned for corrections
? For review and comment ?
? FOR BIDS DUE 19
REMARKS

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? Resubmit copies for approval
? Submit copies for distribution
? Return corrected prints
? PRINTS RETURNED AFTER LOAN TO US
SIGNED: Isha..,
Gene 11. Johnson and lissouutes
Consulting Engineers
1421 Pinecroft Road
Winston-Salem, NC 27104 e+ffy t#1tt09
-725--15(al
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WE ARE SENDING YOU ? Attached ? Under separate cover via the following items:
? Shop drawings Prints. ? Plans ? Samples ?. Specifications
L7 Copy of letter ? Change order O
COPIES DATE No. DESCRIPTION
I
( O-( C'b ru v j -T`
CI
THESE ARE TRANSMITTED as checked below:
fj For approval ? Approved as submitted
? For your use ? Approved as noted
? As requested ? Returned for corrections
? For review and comment ?
? FOR BIDS DUE 19
? Resubmit copies for approval
? Submit copies for distribution
? Return corrected prints
? PRINTS RETURNED AFTER LOAN .TO US
REMARKS IIV(-- C4 Of
COPY TO
SIGNFDc //!//L?Oi

D ="- ID = CORPS AC: ION ID :
)__OrJw_DE PE?r*?: R_°QUE5?5D (B°.OVIDE NATIoNWT_DE 14: Road Crossing Waters
Of The.United States.
PRE-CONSTRUCTION NOTIFICATION p PPL I CAT i ON
=-OR HATICNFi=ME FE t*T-JS "17--- REQUIRE:
1) NCT= =,==CN -"J = CORPS of r`JGi? ?.5
2) a?B*.IC?.==cN rr'R ==010 4a? C?T= ;CST=orr
3) C^.CRDL`AT_CN w = "' NC DT72SS0N CF C^AST,%L an?=rT
T=--:- ORT_G.MU-0, AND (=) COPT OF T=S FORM TO TEr A.PPROPF.2A L
?J CE-.=--C= OF - CO. ?S OF _'iG??;S (S?? AG ;C'.: ADDRRSSZS SEE-r-) . Sc.ItaI
(7) COPT=S SHIOULD BE SENT TO THE N.C. DrVIESION OF ENVIRONV-SN- TILL MWAG=?*i'N)T
(5:.. AGENCY A..DO L^;SSEJ Sr.:.T) . PT?.:c' Va-•r
?. CWHERS NAME: F.A.B. Development Co., Inc.
2. MA LING ADORE------: Suite 250, Highland Plaza..2150 Country Club Road
Winston-Salem, NC 27104 SUEDT, szoN NAME: Hickory Hills
cl..: _KernersviIIP NC Z.? CODE: 27284
?CvG LCC TI LIT :?OREIS, INCLUDING SVBDI'vI ICN N1M E (i DiP .?.z.YT -_cV
I!=---LING ALDDRESS ABOVE). Old Winston Road (SR-2776)
Kernersville, NC 27284
T?.E_ :ONE IRRIBc- (i:C(?E) : (4v'OR?:)
A PJ_C.-LBL... AGZN.TV S NM-7 OR RESPONSIBLE CORPORA- ? Oc _sC:.a_,, A.ODR:.::,,
z::crr? PIUMHER: Gene W: Johnson, PE
1421 Pinecroft Drive
Winston-Salem,-NC 27104
336-725-7561
c. LOCI-TIOtT OF CORK (PROVIDE A MAP, PRET-r-U-SLY A? COPY OF QSGS TOPOGPALP _C
14-a? OR AERZ.73.S, PHOTOGRAPH'S WITH SC.ArZ:)
ccct)TYi Forsyth HEM-EST TOWN OR CITY: -Kernersville
State Road 2776, 1000' West of 1-40 Business
. i
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!JL't?BERS, LA.NDLa?z.S, ETC.) :
E . -M-,D Cmro OR Nc:_zS? STm/Rr? R: Harmon Mill Creek
PI7ER BASIN: Yadkin
7a. TS PROvr.CT '-C -TO NEAR WATER C=ASS_-_::J AS TROG"' T:-N` SST
(-`=.) . Fi=Gci QGi =:'! Cvr== S (:'•tZ?ij , OUTSTANDING RESCURCE WA=_=S (ORrP) Wi:==
Sv?=:..f (WS-= CP W?-..j YES I X) NO I 1 := Y--1Z, E(?j.j-.N
4 miles downstream to Salem Lake, Winston-Salem Water Supply
7c. _C T?:7 ccC7-= LCC r0 WITHIN A NOP.T C.z_ROL:NA D='v ..-ON OF C.^,t=?:
Div==vNI??:1: CONCT- (?=C)? Y?S I J NO IXJ
7c. THE FRCj_r:' TS LCCAT=D v_?'HIN a'COAST 7, COUNTY (SEE PAG 7 FOR
L.S. CE W"r:.?= THE LAKD USE CL;L-q (LUE) DEST- GA=-ON?
...
N. A.
8a. FL?'ice S?l'? SE__=CN 404 F=?!?T_S EE_T?i oq?'i_70SI?Y REQGES_=] cOR USE ON
T_ _z cgOEE: ='_'? Y-z? I J NO [)(J := YES, PGOL';7E FC.?CN _.D. NUl?'E_ OF
_..?T_CUS F==!.T_: .1 VD : VY ADD_T_:CNAL T_ F-M --TON (_NCLIIvE M TCCOPY OF 403
8`' . ??.E AJr DtT_CN P RM:T R. QUE--S EX271-TED r.L D FOR T..*T PcOF=RTY IN Tz::..
_:rTGtLr? YES I J NO IX J T_? YES, DESCR_TBE ANTICT3ATED WOM., i

°a. EST11L TED TOTAL NUMBER OF ACRES IN TRACT OF LAND: ' 32.0 _
9b. ESTT_M_nT_ED T0--.'r-_'w NUMBER OF ACP.ES OF WETLANDS LCC3TED CH B4tOvcCi SI_E:
• O
2
S2ECI:_C LOCITION (INCLUDE ROA- .
10a. rnUY--MER OF ACRES OE WET :AWDS MRAC=ED BY THEE PROPOSED PROjECT6 BY:
L -LL=2iG : O EXCAV71=014 : O .
O O
FLOODMIG : 0THER:
• DPAM- rA GE : O TOTAL . AC:-?.S TO BE n- OACTMO : O
10b. (1) ST?c,u C?am4E:, TO BE IMPACTED BY THE' PROPOSED PROJECT. (- -
DTS ISCT. 20= BccOR:: ASD AEZZA
c50V_?7F
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CGzT=D P-rLCGiTSOM
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- --2$3-- 80 5
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BEFORE: -cam 7-- AFTER:
s= eo E FT Yetn
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IC)
yt BEFORE (based on ncraal h?ch water cantos) 12 711
re Yli o Y?
15 41 in W a=T_ER 4' (in pipe);

21
2.5 - --=Rs
(L) S•.._ _M C:Er T ;ACTS WILL RESULT FECIA: ALL THAT

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C_=.'i C'r= riNE?, F?L^C.._:CN: ---- cjrru V= OF P-- -.\I C. EL: X
C ?NNEL E:CC?_Vr?=CN: CONSTRUCTION OF A DAYWESCOD=VG: .
CCNST_RGC:_TGN OF A. POND :S PRCPOSEJ, wr T IS THE SiZc. OF T E
W"-.Rcr?D DRAINING TO T:-T POND? NA -_-
W T IS T - c..?_?=rD POND SURF ACS AREA? NA
1_. DESCRT'zrTCN OF P=OPOSE7 WO;:F INCs,uDT_VG D?SC"SS.ON OF TYPE 0:
N= -- *-a*I;CAL EQUIPM -NIT_ TO BE USED (AT: AC PLANS ! 8 1/2" X ii" DFLA =NGS
CKLY) :
. go
Construction of one stream crossing using-x•83'- of 48" pipL' and 1001 of'ne-w-
Kann-e4•: Equipment used,
will be an excavator, drag pans, motor.grader, and bull dozer.
2.3. PURPOSE OF PROPOSED WORK: Construction of streets •and water and sanitdr'
sewer improvements for single family houses..
• 3
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED
OUT IN WETLANDS. (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND
.IMPACTS):
15. YOU ARE REQUIRED TO CONTACT THE U.S. FISH AND WILDLIFE SERVICE
(USFWS) AND/OR NATIONAL MARINE FISHERIES SERVICE (NMFS) (SEE AGENCY
ADDRESSES-.SHEET) REGARDING THE PRESENCE OF ANY•FEDERALLY LISTED OR,
PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT
IN THE PERMIT AREA,THAT MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE
RESPONSES
CONTACTED: flo cx ?-ac F
FROM THESE AGENCIES.)
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) (SEE AGENCY ADDRESSES SHEET) REGARDING THE PRESENCE OF HISTORIC
PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED
PROJECT. DATE CONTACTED. No con ,lac4-
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE OSE OF
PUBLIC (STATE) LAND?
YES [ ] NO [4 (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PREPARATION.OF AN ENVIRONMENTAL
DOCUMENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL,
POLICY ACT?
YES [ ] NO [ ]
b. IF YES,.HAS THE DOCUMENT BEEN'REVIEWED THROUGH THE NORTH CAROLINA
DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE?
YES [ ] NO [ ]
IF ANSWER TO 17b IS YES,'THEN SUBMIT APPROPRIATE DOCUMENTATION FROM THE
STATE CLEARINGHOUSE TO DIVISION OF ENVIRONMENTAL MANAGEMENT REGARDING ?.
COMPLIANCE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT.
QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS S14OULD BE
DIRECTED TO MS. CHRYS BAGGETTo DIRECTOR STATE CLEARINGHOUSE, IIORTN.
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREETo MEIGHv
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
4

t T' = FOLi,OC_NG ITEMS SHOULD BE
INCLUDED '
.OPOSED FC:'I'i_T ! VOLVES T::_ DISC -aRGWITH THIS A?_L=C _TION
_x1=0 WETL.=I C . r OF E:{C_`A''ZD. CR ML MA EZZ „ DS.
??
•
a 1U T_T';11D DELI?1?_TION ua o SHOWING ALL WETLAWDS? S'r `uc
r. ._ _ _
PONDS ON T_ " PE=-v (TOR NAT_TONWIDE
G AND -T c td-?: w5
TE" T'^r."' 14- NUMB E?S , 18, 21, 25,
3 8) . ?_ ?, STRri•iiS (IN PE?
a ;U AND PERM_a1?Tc.?VT) ON T•-•'y Da .'..
_ E slow 1 CU T-:.E MA .P . j!a 7 SC:----ZS
-`10 F.-du;'-Ls 100. Tc:: -? SHOULD BE ? iNC EQr _,S 50 a= i OR 1 '
_IT OR ?....._ EQU_ 7A ,ENT .
b.. AT7.__?L2, RE?P E-5wa1T _ IVE PH0*TCC=?
M, PACA.E0 BY •PRO.,'cC_ . _ 'H OE' WcT_T?-VDS TO BE
C. I DE _N ..-__ON S r PERFORM..ED BY --LT.aN ...
S . ` -? TO `` A CONSv T _-
•_•••TS R..LEV T THE P*ACMIZ- l1 OF THE DELI:NE:--TION T NC.UDE ?:,I, DA?'
a. ATzIc AL COP OF THE Li-NE.
STORtuWdTFR L?aNAG=' SIT PTA`-sv :t REQUiRED
. ;
e• G?'IT == L;ND USE O? SURROUNDING PROPER_Y? ; i
Mixed; Woodlands, Business and Houses i
--------------
W-r_=' .S PROPOSED IKET: CD OF SE:' G_ rcrC -1
•Public Sanitary Sewer '
c. S-7GUED `VD DATED GENT aUT:iOR ON
NCr'= : F'r"L'T_.r?°D S C: c F'i ': S OE* T:: = U . S .
• 1) • =S3DA-N ??• NOT Ea ?:c_OR TO t
C. OE' A SZCT_ON 404 CORFS OF: ENG_
Z ?yM ER,c r:: MST,
) = ISSUANCT OR WA r-,7-_-R OF A 4 01 D I'v _CN
'? Or •
a?ivi= CIQI NTn, F`-=1'dACMI• E NT (WATER QUALITY) CrRT:E ICA T-, CN, AND
CCASTAL C0U1V:%-5 OR! -Y) ) , A UTTZR E70I4- TEE
NCA':'H CnROLDtA Div:S_ON OE*COASIAL t9U'T .GZt-'NT ST_;T.TNG TEE p_ c- i
AC'- : r 1 Ts* IS CONS?S r'NT '917 1 Tfi-' NORTH T t'cOFO..aD
pa,CG"? CAROLINA COASL t•*-rAC •?rN T
Zachary T. Bynum, III
OW'NER' S/_ -ENT' S S_G? ??TURE 9%%bN opT
co". DA_ E
(a _G = NT S S IGNATU E VA L ID ONLY i
__ AUT_:ORIZ.AT_ON LETTER FRCY- }
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State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
F A B Development Co.
Suite 250
Highland Plaza
2150 Country Club Road
Winston-Salem, NC 27104
Dear Sirs:
WQC Project # 980222
Forsyth County
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
August 31, 1998
On March 13, 1998, you requested a 401 Water Quality Certification from the
Division of Water Quality for your project (Hickory Hills subdivision) located near SR
2776 in Forsyth County. We wrote to you on April 30, 1998 discussing concerns that we
have regarding the design of the project and placing it on hold until those concerns are
addressed. As of today, we have not received a response to our earlier letter. Unless we
receive a written response from you by September 15, 1998, we will consider that you
have withdrawn this application and are not interested in pursuing the project at this time.
Please call me at 919-733-1786 if you have any questions or would like to discuss
this matter.
ncerely
Jo n R. Dorney
ater Quality Ce 7ication Program
cc: Winston-Salem DWQ Regional Office
Wilmington District Corps of Engineers
Central Files
John Dorney
Gene Johnson
980222.clr
Division of Water Quality - Environmental Sciences Branch
4401 Reedy Creek Rd., Raleigh, NC 27626-0535 - Telephone [phone] - FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
U.S. ARMY CORPS OF
ENGINEE?0p ?L
WILMINGTON DISTRICT U
Action ID. 199820596 County Forsyth
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner/Agent F.A.B. Development Co.. Inc.
Address 2150 Country Club Road, ighland Plaza, Suite 250, Winston-Salem, North Carolina
27284
Telephone No. [phone]
Size and Location of project (waterway, road name/number, town, etc.) F.A.B. Development
Co.'s proposed Hickory Hills subdivision located off of Old Winston Road, adjacent to Smith
Creek. near Kernersville in Forsyth County. North Carolina.
Description of Activity
Proposed Hickory Hills subdivision development including road access work of one stream
crossing using 183 linear feet of 48" pine culvert (NWP 14) and 100 linear feet of relocated open
channel to tie discharge back into existing natural channel (NWP 26) resulting in'approximately
0.10 acres of impacts to the jurisdictional waters of an unnamed and above headwaters tributary
of Smith Creek.
X Section 404 (Clean Water Act, 33 USC 1344) only.
Section 10 (River and Harbor Act of 1899) only.
Section 404 and Section 10.
NWP 14 & NWP 26 Nationwide Permit Number.
Any violation of the conditions of the Regional General or Nationwide Permit referenced above
may subject the permittee to a stop work order, a restoration order, and/or appropriate legal
action.
This Department of the Army Regional General/Nationwide Permit verification does not relieve
the undersigned permittee of the responsibility to obtain any other required Federal, State, or
local approvals/permits. The permittee may need to contact appropriate State and local agencies
before beginning work.
Regulatory Project Manager Signature
Date Apn 1998 Expiration D Ate Decem
SURVEY PLATS, FIELD SKETCH, WETLAND DELINEATION FORM, ETC., MUST BE
ATTACHED TO THE FILE COPY OF THIS FORM, IF REQUIRED OR AVAILABLE.

MEMORANDUM
TO: John Dorney Regional Contact: Rankin I LI110' 11C
Non-Discharge Branch WQ Supervisor: y d? !!!!! ?
Date: y 1211 qS
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Hick©ry,Hills SD County Fortieth
Project Number 98 0222 County2
Recvd From APP Region Winston-Salem
Received Date 3113/98
Project Type subdivision till
Certificates Stream
Permit Wetland Wetland Wetia'nd Stream Class Acres Feet
Type Type Impact Score Index grim. supp. Basin Req. Reg.
j ? iur - -nei Y o', F__ I 84-2-6 15-5--W, F_ o3o7o2 F-- 183.0(
'10 0
Mitigation Wetland
MitigationType Type Acres Feet
Winston-Salem
FlegiOrlal 00108
Is Mitigation required? O Y ON
Did you request more info? O Y ON
Is Wetland Rating Sheet Attached? O Y ION
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y O N
Comments: Recommendation: * Issue 0 Issue/Cond 0 Deny
Stream iS crennial has posifive ? low(, cira??nac1e Ck-re.a is 2`f2ater
tvwk.n 1 m? te2 . Lot t-?n Qv ide-nce of 4RSh or' ?lar.t^n iY?c)e( ??bfnL$2S,
smith C ks c1c,`ss??'ie CL5 s of is a das t o
m j cin ecyn5 K e y yner ' 1 -H" C& i t C_

-khe of ,?es'J b i'in t-he t toLos --- +r I to f C1U e Tilt? i MX,-CTS
tp G 15D l- 1 reCOM Y vid i%U6_V1C oc 40k CeY1 FCCO- O, V1
if k-h?_4 recline i?\A pcacfis c=lose_ to or be toW tso L, F.
-Thc-,-A w%tl senC`a rewogked titans tz) WSRO a-lin Ralt'\'gh• Mitto,"on
o oo h S VaU Z 6ce- n 6i s c. U S
EIVED
N. C. De Pt of HNR
NEAR 2 6 1998
CC] Regional Office
Central Office
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality

James B. Hunt, Jr., Governor NCDENR
Wayne McDevitt, Secretary NORTH CAROLINA DEPARTMENT OF
A. Preston Howard, Jr., P.E., Director ENVIRONMENT AND NATURAL RESOURCES
April 30, 1998
F.A.B. Development Co. Inc.
Suite 250, Highland Plaza
2150 Country Club Road
Winston-Salem, NC 27104
Dear Sirs:
Re: Hickory Hills subdivision
Forsyth County
DWQ # 980222
The Division of Water Quality has reviewed your submittal for a 404/401 permit
for road crossings at Hickory Hills subdivision in Forsyth County. Your application was
not complete since revised site plans are needed as you discussed with Ms. Jenny Rankin
of our Winston-Salem Regional Office. This information is needed by DWQ in order for
us to decide whether this modification is practicable.
I can be reached at 733-1786 if you have any question. Until this information is
received, I will request (by copy of this letter) that the Corps of Engineers place this
project on hold. Also, the project will be placed on hold for our processing due to
incomplete information (15A NCAC 2H.0507(a)(4)).
cc: Winston-Salem DWQ Regional Office
Wilmington District of Corps of Engineers
Raleigh Field Office Corps of Engineers
John Dorney
Central Files
Gene Johnson
4Wer rely
R. Dorney
Quality Certific tion Program
980222.hld
Division of Water Quality - Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer - 50% recycled/10% post consumer paper
John D
From: Jenny Rankin [JENNY [e-mail]]
Sent: Wednesday, April 22, 1998 8:22 AM
To: john_dorney@ h2o.enr.state.nc.us
Subject: project #98 0222
I would like to put the Hickory Hills Subdivision project # 98 0222 in Forsyth County on hold. I am
waiting for some more information on their designs.
Thanks.
Jenny Rankin Jenny_ [e-mail]
NC DENR Water Quality
585 Waughtown Street
Winston-Salem, NC 27107
voice [phone] ext 271
FAX [phone]
D TD? C-CAPS ACTT-ON ID:
AG,T?ON-wiDE orb: Rr?crEST_D (PflavDE NAT_ONTP_DF, zSR A) : 14: Road Cross i nn Waters
Of The United States
PRj-COivSTRUCT 70 NOT TF_C T 7ON APPLICATION
FOR NATIONrv • E FENS TES= REQG aZ:
1) NOT= IC,:=ox c :Rps of MIG.-M
2) A29T.ZC;==C2i TMR .??:...ON 401 3) CCCRDL'IA-=Cx n NC DTI-J_SION CF CCAST;LI, bVJMG`''=TT
-? TME OR_TGMTA ,, AND (I) C--PY OF =S C.:%z--- ,:'+t? FOR2? TO T- AP3ROPP.T=1"'=.'
CFTC OF =- crP-I:S OF -'TGMT=S (Sr. AG---IC*.r ADDRES3ZS SEZZ-7) . Sc.
(i) COPTES SHOULD BE SENT TO THE N.C. Dr7LS=ON OF ENV'_RONM-VNT_.LL 14-MAGr='M'YT '
(S= AGuYCY ADDRESSES =-As=' ncYy: !
?. cW-UZRS NAME: F.A.B. Development Co., Inc.
2• MAZL7VG aJrDR.=.=s: Suite 250, Highland Plaza-2150 Country Club Road
Winston-Salem NC 27104 _ t
s?BD:Y:=ION NAME. Hickory Hills !
C..:: -Kern rsvill s=z: NC Z---? CODE: 27284
==OvcC= LOC T=CN : DDRE-5, TVC:?v71NG SuBDN?? --. (=_ D.?...Fc::YT "=CIA
_?ING :o.DREss A.BovE). Old Winston Road (SR-2776) '
' Y
Kernersville, NC 27284
T7HONE MUMBEz (woRX) . 336-725-7561
a••IrA?oL:C-=?LE: AG=)T'S NMr OR RrONST_=LT CORPOR. TT OF-_TCZA
g-CNE NuN=E:?:
Gene W: Johnson, PE"-
1421 Pinecroft Drive
Winston-Salem,-NC 27104
336-725-7561
S . LCC,?TTON OF CvOLK (PRM-IDE A Mn o, PREFERABLY A COPY OF QSGS TOPOGRE _C
Mz? OR AERr1T, PHOTOGRAIFY WITH SC.3.LE) : .
CoGNTY: _Forsyth NVULEST TOWN OR CiTY: _Kernersville
State Road 2776, 1000' West of 1-40 Business
i
S2E'CT_:" C LOCATION (INCLUDE ROAM
NUL?ERS, LP.NDMILR 5, ETC. j
6. IMPACTED OR NF_ EST STRF.Pm/RMER: Harmon Mill Creek
R:-TER BPsTN: Yadkin
ia. IS P°.OjEC= LvC :ED N-cry WATER CLnSSt__?D ALS TROUT, T--A-L SAIL 7rr-:'3
(° ) ? Fi=Gii QUi-=:'! OUTSTANDING EL=SvQRCV- W;-T_3S (ORN) w;=
SD: PLY (WS Orr ws =) . Y'S C X] NO C ] E:{3L`?N :
4 miles downstream to Salem Lake, Winston-Salem Water Supply
ib. =S THE PRC,c.._ LCC _sD A NOR.:: C.=COL=V? D171-13--r-ON OF COA.STalj.L
MAN- AGE--ENT P? _. OF Div _aCNI?z':r_ = CONC=?.N (A=:) ? YES ( ] NO cX ]
7c. T_ THE FROjr-CT IS LCC?TED Fi-Tt_TN A'COPS .
=r COUNTY (Sfi_ PAGE 7 FOR
L_-t OF COAST=:, COUNT-T-15), rr - IS THE LA-ND USE PLAW (LUP) DES:GNA:=ON?
Sa. HAVE ?N'_' SE.-_-C?i 404 PERMITS BEEN PRE-71OQSLY REQUESTE'D FOR CASE ON
PgOFE =' '_'IS ( ] NO [X ] TF YES, PROL-_DE FC':_CN T . D. Nub E. OF
.,
:'i_OUS P°= -? =ND ANY -DD_TTONAL iNTOR-M T:ON =NCLUDE C.CCOFY Oe 40?
C=_ C.a__ON) .
Sb. ARE PLDDsTIONAL P?RMST REQUESTS E?_ ECTrD FOR THIS PROPERTY IN THE
tvTURE? Y=S C ] NO EX ] I-- YES, DE :C: _IBE ANTT_C.i?nTED WORK: i
Pa. ESTIlL TED TOTE NUMBER OF ACRES IN TRACT OF LnND:. ' 32.0
9b- ESTMIISTED TCT_= NUM-BER OF ACRES OF WETLAIJDS LCC-ITED ON PROjMCT 5=T :
0
2

IOa. NUMBER OF AC3ES OE WcT:?.NDS MIDnC:ED BY T E PROPOSED PROJECT BY: '
e _?LING : 0 EXC.? VnTT_ON : 0
FOOD ?'NG : OTHER : 0
• DRA.'N! GE : 0 ' TOTAL . AC-sES TO BE L}•! . AC=: 0
iqb• (1) STRZIM CE.INNc.., TO BE IMPACTED BY 'HES PROPOSED PRO,cCT
CCai_D, pR0VZME DT5 MCE Zar-: aEr'OR:: AND Ac'=LR P-E.=C ZTZCA0
BEZaRE: 235 e'^ AI'ZER: 283
w-=., TZ BEFORE (Lased on ac=al high wate_ ecatau=s) : 12. -r
• w-?T? A=*E:?: 4' (in pipe); 15.4' in grass channel
Av-?,GL DE? _? BED ORE : 2.5 r^ a DER 2 •-•..
(2) ST7Q-M CHANNEL TM A=S W: RESZ " -?CM: (C C;• LZ T -=)
OPEN C?_ ?4NEZ RE:.CC:L :CN: X PLACZME.'JT CF P" ;V C: _WFM X
C:??*TNEL ECCAve=:CN: CONSTRUCTION OF A DAY-V LCODING: '
-?. == CONSTRCC==CN OF A POND Is PRCPOSED, We T IS T-H- SIZc OF T. ..
=33Sc?D DRMN:NG TO T:: POND? NA •-
WF_ ?' _5 TE' e:.??=C;ED PCND SvR=A CE A?,=.:?, NA
- DESCRZPTICN OF P3OPOS=D WCRF T-NCL DING DsSC?SsT_ON OF T'A'P= 0: ~
t??C z*i=C:? EQC,: :PVT TO BE USED (A:-: C Pr'•VS.' 8 1/2" X i-" .
ONLY) : DRes4v«VG?
Construction of one stream crossing using 183' of 48" pipe and 100' of new
channel to tie discharge back.into.existing natural channel. Equipment used
I
will be an excavator, drag pans, motor grader, and bull dozer.
13. PURPOSE OF PRoPoSED CORK: _Construction of streets and water and sanitdr?
sewer improvements for single family houses.
3
r
14. S.TE R_.SCNS r'r.' =_ s? B=7-M TH:k= T=?-- AC=- TT== MUST ' BE C.=??ED
OUT :-_n ET-T NDS. (_NC:?i1DE A.:= LL=LSURES T LMEN TO 1??*T?MvZE WETLc ND.
-u?AC:S): No wetlands involved
1:5. YOU A.RS REQU==ED TO CON':' C_ .T::.. Q.S. r.S^ -AND FiT_LDL=__ S--. I E
(UScnS) AND/OR Nn=T_OnL waz'*r-c c=S E3_TSERVICT (NI-FS) (SE.. AGENCY
:?DRE'SE S _.) . =G.=L?J=?1G THE P=_.S'cNNCS OF IANY _:DMAL .Y L=S=IM OR
PRCPCSED FOR L:5_7-NG EV0ANGE.'E0 OR T::_.=:TrV'cD SP=_.==S OR C=.= C:..r• IT _
IN T`' ..._L•7 BY THE PROPOSED •PRO%aCT. DA==
CONTACT---D: No _Contact _ ( __ Ac R S?oNS-S .

o' . YOU . REQU=R:.7 T : C-N71IC: THE S.64.
(S .C) (SE? AGENCY PNOR=5SE5 ---T:._) REG:RD=VG =?Y P9.ES.'rCF. OF -.=STORIC
PROBE:'3S .V TI-.:: P.:!??= F_ F+r.=C? rrav BE z?_ rj) BY THE PROPOSED
PM7E^_ . DA_E CCN?'A CTED: •• No •Conta-ct _
1-7. DOES T:M. P?C,: CT INVOLV-2. M e:{?=.VDITGF?. OF PUBLIC P J-NDS OR TE US OF
P J CL=C (ST??E) I,;ND?
Y [I NO (I= NO, GO TO 18 )
a. DOES THE P=O.i-EC. REQUIRE PRE-A;=ION 0- ?V FY'v=10NI?=.`t:A?+ ,
)CC7V--:-N'7 PUitiSU7-NT TO THE R EQUI- .M.IZ.VTS OF J.=' NORTH C.??OT=3Jes =W:_=sCN?:TT_??
FOLK'AC.?
YES [ I NO t I
b. I_ YES, FAS THE DOCUF--:.!TTBEEN RE71 _EnaD THROUGH' THE NORTH CAROL=&
DEP? RT E-NT OF ADIM?1115 Tom' 1':.ON STATE CLZ;-R!N.GF.Ousz:?
t
YES [ I NO [ ] ,s
j
ANSWER TO 17b IS YES; TI ENY SvcM=r A- ROPRT?T DCCUN--N- TAT=ON FROM THE f
56ATE C=-RTVGHOUSE. TO DIVISION OF EPrLiRCN14.. IT_";• MnNAG -LEU7T RrC- ADTNG
t
::14-P ANC N=T:: THE NORTH C.? ROLINas IAN=ROMiENT L POLICY ACT '
luESTIONS REG?RDT_1QG THE ST TE CLL;RI1dGnOQSE PROCESS SHOULD BE
DiAr T_D TO I.S. C RYS B;.C- T-, DIRECTOR STATE CLC-..??TNG'r.OUSE, NORTH +
".-ROL=NA DE??RT -VT OF ADM-'rIST:-,ATION, 110' WEST JONES STREET, RA.LEIGir,
NORTH C:ROLTNA 27603-8003, TELE3LONE. (919) 7333- 06369.
4
. y
19- TL E FOLLOC_VG SHOULD '
I-T...__ore HOULD BE IXCLUDED W'_-TH THIS A?•IC?T=ON I-
PROPOSED AC':';v:== -WOL•TE3 T::E DISC: LRG7, or ExC?4':?TxD OR e,VL Ik?^'cLa_, ,
I?d:0 rF"cT VDS : _

vy'r.=_T,AND DELINE.?T=ON UAv SHOWING ALA F?ETT ?IDS, S?,..3
• AND PONDS ON T_E? 00 PrTY L (TOR N1ST_TONWIDE PE'?jq•r -
29r AND 38 -- cTREi•_ T c. -- Nrit_*SE~S 14 18r 21, 25
?:CGS: BE SHOWN ON THE lea?. Iwa? S AND P--2'V-MEET) ON T- vRopER_..
C-LZ3 SHOULD BE ? =NC EQUr;_,5 50 F? i OR 1.
:NC EQUALS 100 OR TH I3 EQUI•v-A?r?IT.
b. AVA - ^LE, RE?P,E='N ?•'
?aCTED BY •PROuc-E ?=:?--TDS TO BE
C. I? DEL=Vr',X-ON w,7..S pER FORNED B `DE •_...•:+S RELLV" VT TO THEE F_T??CE*= Y A C;NSULT?NT, _- ,j ALL DATA
?J L OF THE DELL?IE?• T ION LrNE. -
d. ATT3C A COPY OF THE STORM WATER
L?arta?C-?vT DTI`-s?T REQG:Rr.D.
e • W'r_?= _= sL;?dD USE OF SURROQNDMG PROPERTY?
Mixed; Woodlands, Business and Houses
S _ROPOSED ?D
r'E OF S---'riAGc DIS=CS'-?
Pub Iic Sanitary Sewer
ti•
9- S.rZdE7 AVD De?.,D : GMIT
2'C't'= ': ti'DS C'c F A'':S OF TzE U.S. M_;1'' NOT •
Z) • T_SSJANC= OF A SZCTION 404 COFRys OF. E Tr.
2) Z TT=7 : T'-'= NG-2,MTR S P- MTT .
iSSUA.NCr OR f'iAiT_' R OF A 4 01 D iv =S
Ey v :FcCNM_.N MA L FAbTAGz.'?NT (WATER QUALITY TT - Otv Or
') ? ?:- Tv CuAS=.U 000jTT_- S ONi 17
NOR , A Le. Tyr :-R FROr* TEE
_? C. OLZM D-S_ON OF COASI;.L I-ANT,Gr.Z'NT
.?CT=riT?* T STATING TEE P_ROFOSaD
5 CONS_S J. .NT WITH THE NORTH CAROLINA COAS ?, I,?.ANAG :ANT
P<ttCGcc?1lr!, ,
Zachary T. Bynum,. III
OW'NER' S/ CENT `S S=G? ??TURE FOPikveloP'
C-0rn ?cA,ic ' DATE .
(A C= " N'-r' S S IG.LN TUBE W-LID ONLY
-= a li T,:'jOR?' Ztz T:ON LETTER FROM
:r OWNER IS FROV:DED (18g•)) . .
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_ , - - I _ _ , ~---I
. ~ ' JULIA S. GILLIAM, ET AL ~ g _ 1573,03' IGROUNDI • i 3 RANCH : - . 1572.94' (GRID) r
N TRU T N E U EROSION CONTROL LEGEND ~ EXISTING 20' SANITARY ~ _ - • - S i SEWER OUTFACE EASEM,E~I.L . ,12' 45' 54" E, b 1084.28' ZONED RS-I2 C GRID NUME T FM N MO N ~ ~
1 OBTAIN EROSION CONTROL PERMIT. ;><:;a,; ;,fi;,~;~i;>~' _ - CONTROL s "SINGLETON" ~L ~
LIMIT OF DISTURBANCE . _ 2 INSTALL GRAVEL CONSTRUCTION ENTRANCE AND PIPE U2" - o ~ , X=1674658,019 SITE CORNS p M ~ ~ ~ !S
~ ~ ~ 30' BUFFER AT ENTRANCE. gT NIP r. ~ BRANCH ~ ^ _ - - ~0' BUFFER - ;8" • Y= 859532.280' - _ - - _ , ; ~ 0 (HAD 83)
3. CLEAR AREAS TO eE GRADED. INSTALL TEMPORARY TEMPORARY SEDIMEIT TRAP - - - - ~0 F~ ~ ~ `O~ D . , ~ 2 'P/ 150
PIPE AT LOT 61 • i T p -s - ~ 2~,~/ ~
4 INSTALL SEDIMENT TRAPS AND ASSOCIt~O TEMPORARY DIVERSION ~ / • G~, 0 .2~ stN TOP I ~ ~T0.1pptN65 couSTRUGT TD U G ?0 e ~ ~ Zj ~
PORARY DIVERSIONS n / TEM ~ ~ e - 1 D ~ ~ ° B Q. 'P ro Foi;,M A 8E'Flm ?A1TE,ILU$T6D AS SA S C
5 GRUB THE SITE. / { I SEDIMENTATION FENCE LO ~ ~ / aka 1 i-~}-. 11'1 0 2 tS F wtrr+ ~rn~, SsrD.-c1~9s~ , 2.3 \s 0 ~O T
6. GRADE STREETS. INSTALL THE 48' PIPE. INSTALL s ~9 ~ ~ tS 'A
d I 4 ~°o N FENCE. O ' SEDIMENTATIO 4i 3 65 ~ ~ ST I \ \ sy ~ p ~ Q ~S
FABRIC DROP INLET PROTECT. ~ E 1. INSTALL THE SANITARY SEWER AND WATER th ~ ,,fi~tt \ / F xcbss roQSat~ r~1AY ~6 28 F ~ 9 ~ t: t > ~ , ~ ' p 0 ~ y LOCATION MAP ~ PI.ACEU t'~ Tks ktt6A
IMPROVEMENTS. a2~ O -
B. INSTALL CURB INLETS AND STREET PIPE. PROVIDE OUTLET STABLIZATION STRUC. h • ~ ~ D O ti SHEET N0. I
T PROTECTION FOR EACH INLET. e a v °01 FABRIC DROP INLE d n c \ v a~ ~ ~ \ 6 ~ ~ tt /1 CCA'if I STONE 9 ~ 0 ~
9. INSPECT AND MAINTAIN EACH EROSION CONTROL T. GRAVEL CONST. ENTRANCE y a N. ESµT' F ~ to'L x n' ~ ~ ~ ~ 0 NOTE: FOR OL WINSTOPI ROAD AREA 8 V C N1TY 15 Daal t.ace w ~ t o ~ ~ d~. x;, G C tJ ~ D I I , / „ r P RoL ~ ~ ~ ~s ~ PRIOR TO CONSTRUCTION IN Td15 AREA, THE
D WORKING ORDER AFTER EACH, ~,k, I ' 4 r / Alo FEATURE IN G00 IMENTATION TRAPS yr 2q0 66 63` 23 • ~ ~ / , ~ g 5" o. 0 0 0 G' S'i C TR T C T EDGE WOOD ~ 'p 7, oN AC OR SHALL ON A~7 NC ONE CALL ,
SIGNIFICANT RAINFALL CLEAN SED ~ DIMENTS E%CEEDS 509.0E ' WHEN ACCUMULATION OF SE Ir ti, -1` ~I ;f ~ ` ~ \ntT ~ A t / S G ~ I-800.632-4949, AN0/OR THE CITY FOR THE
THE PLANNED VOLUME. ` ~'"f ,~E - t r '1~ t , ~ i9 2 LOCATION OF ALL UNDERGROUND UTILITIES. 'C ~t STfS` ~a~ p0 ~ 9 Q '4«?"' ,.yam'. ,etpTE0. 1 ~ U~ ~ l~ /
TILITY INSTALLATION AND PAVING. SEED ~ / ~a~£; ~ - ,"~'--'a 3 5~"2 10. COMPLETE U ~.w> .ti '
ALL DISTURBED AREAS. ~ f ' ' , / - pQ ~,t~ fig'( ,t, - . F _ ~'f P t^v ~c 'L
I 2 r. ~ . 0
GEWO -,/V - 50 ~ • t~ t~-GPR' -'F,~ 0 Oi Gs E0 `0 ~ \ ~ ~a \~G ~ ` 9 ~ ~9 A Pi , Outlet to Flat Area-
TEMPORARY SEDIMENT TRAPS h Z ~ Q 13 ! ~ '1 ~ •K~n. ~ I S ~ e1~' t~~c 0 ~ t rt / ~ \ S ~ SGT \ P,p / . Q Na WeN delined Channe r ~ ~ 5 ~ ~ P • 1 L(2• ~ 2
• _ ? _ _ _ 3 - • - ,~,5s e a° jai E . ~ . p -
TOTAL REGD. DESIGN OF TRAP SIZE __a_~ _ ~ ~ p ~'~z `C S9 G~P1SS, I1ToNf FRO ~ ~S ,l' , WEIR N ° ~ ~0 ti to Lrt l2WK I 0 J~ lp ATf lO , c~ . , a _ _ I at I P 0 Z , ` ~ ~ a0 ' 1• o ~
DISTR. DRAIN. TRAP TH DEPTH LENGTH P/L ~ ~ N Q ~2 " ~9 ~ : to ~ P~AIM LO yfgR 'd ~ -l TRAP AREA VOL. LENGTH WID ~h ~ tL ~ Q q}^ is ~ 1pF ~
CU. FT. FT. FT. FT FT. m 2 I- h Q`F _ ~ a 2 0 ; f . N0. ACRES ACRES ~ ~ r ~ - ,~W ~ ~ v„ r 1 ,,tom urnss SrgB
0.6 3.8 1080 30 14.4 2.5 4-. Z sn 0 ro 0 ~ v./4~ ; 1 a ~ ~ 4Fi ty t , 1280 32 .7 2.5 4 ~ X` ~ N ~v j o y ~ b l Ae 1LJW1t 19 z o.7 2 - - yr ww a Q~ - r 1>K IL~teF t 9 - _ X33 - - - l ID T / ~0 ~ ~ G ~ u' ~
2.5 4 , ~ _ty~~~' ~ , h w ~ " , 2.1 1440 3A .9 IMP / 12, ~ , COUR - - ~ B 0 ~ . Plan
0.2 0.3 38p t8 9 2.5 w 4 / ~ B 0.8 196 9 A 2.0 - - - ~ ~ ~ ` 1 lptiBO ~ 0 ~ ~ t a Ems'"- _ _ ~y W . ' b.l • VZ \ 0
0.5 22 900 99 15 1 4 1 wr pp I / o ~ o i.= 9C' - O»: I ~ ,4 E EtP CL1Sf l STorVE~ \ S77 ~ - EL X4`.0 t , fa`IU
10 0.5 2.3 900 30 15 2 °0 I / . ~ ~ ~ 1080 30 12 3 4 pRE I ~ ~ • ~ ~ l ~ • ~ , 12 0.8 0.8 ~ PI ~ ' qr, ~ - HEE'f ' - GP ~ /e't~ b~s'D x ~ 6' ~ . pit-ati~' ~qp= h, \ ~ ~ ~ •cp ~ 'i ~ S / ~ i ~5~ ~1 WtDTa of D1~H l7. ~C'' 0 i~ ~ = tN
180 1 B ) 1.5 4-- . ~ I{Yp, I ~ ; ~ h ' ~N ~ 13 0.1 0.1 _ t t ~ .o 'p ~ SeGbnAA Wankel t~?`
- - - ~ EK I': , - - t .9 CRE ~ ~ ~'~'r iv 1~ ~ I H ~ In In ~ i t 111 r ~L
t ~ uRT _ ti° a ~ t / / ¦ ~ ~ ~a , _ $ 1l J? ~ EpGE W / ~ Pipe owlet ro Wetl•deRned ¢ ~ ~ _ /
~ uB~lcl o D ~ ~P 1 ~ ~ ' ~ • 11 3 3ti - 1 ~ 1' ~ / ` , Channel r O ~ \ d C ~ ` `S
- 'aC ~ 6.A ~ ~ ~ 1 i i ~ gl-UfF JI w0„ ~ ~ ~ I ~ ~ ~r`~~- ~ p \ KOR 1 1 p 6 ~ _ r- a
y _ 0 t48 l1 r h ` , 9 °1;,-`-. \ \ '9 \ Cif j i J , 5 ~p 3 ~ CO l1 t11C URA 1 N I I - - ' 1 ~ Z, 3/ n.::'`~" ~
ST 1 h II 1 ti ~ \ ~c ~ / ~PUI 1, ~ a ' ~ ~ `r1 ~ ~ ~ i ~
~ 1 / ~ / r~~ ! \ I R~1N I ~ ~ ~ : ~ LI~i ~i" s; "1'.. / i ~ b~h / \~0. ~A r, ,
,:~A~ ~P ~ ~ s NE ~'`''Ik. lY z` '1 sn I ~ tij, y , pCAss t 7? t / SNE I \ I I T~ t0 MEN- _ 11 i ~ G / I/
• 11 1 s ~ % ' ` ` 11 .V ~ ~ 1 ~7 . ,SF ~ ' ~ r~ ;;i • q • ~ as / ' 1 , ~ V \ - - - ~ / ~ ~ / Plan
I LAYER of ~ r ~ ~ v o 1 2s, ~ ~ o~ ..1 , _ , 6 W a tiro RPd , ~ m SEnr ~ t~
1 Rsr4ED I !c, ~ 9 o Crossseclion !p I l~ .~~'0~ ~ ~t,p N ST NE RtP-RAP CL1~55 B ~ ! ~ to h 4 \ ~ 1 ~ L,~ ~ tf I ~ - ~ ENT, / L f~E ~ , < ~ 6R I:
STONE ` ~ ~ ~ s:, j
1 (c ~9~'~' I • , ~ ~ ~ I , I 1o x70 - I' ' ~ ~ , ~ ~ ~ 50 - _ _
2 o ~ -3- ; d I , V-V ~ •~8'~f-`- _ _ _ _ _ ~ 2 ~ ' 90 ~ : \ I . ~ Ie ~11f'--~--~
e tl min p I (L , - 'Y / I O / 4'. ul I n u e IYI I'il uU a ~ e l 0 V' , \ d , ` ~ 10'X7. I ~ t 5 N 2 1 s,0i ~ 9, r. - J \ ~ \ , - ' fo SHEET , , - AREA ~ ~ II I - ~ A _ , ~ e o _ _ _ ~ ID'X74'. ~ ~ - 8 PL - - - - / ~ ~ _ ~ DtSTU~ E ~ _ _ i , 111.:-111E= I ~ SeclionAA +~6
I ~ saps ma. 41 `7 ) j S ~ ( a~ / 1 6 W (C~ - , ' ~ - Z ~ ~ LIMITS g ~ I'Iner / g0a PCB - . - ' 3• ~ 33 ~ tilankel
N I ~ \ a, , mar I ~*{S \ L - E. ~ ~ IN ODS _ ~ ~ LS - - - i A ~
7tl , 30 F~ ~ i 'N 1~ FIDE ' m:n ' ~ G ~ ~ Q~ / ~ / ~ F t F \ ~ i. - ~ j. ~ , , C NEB ' ~ - - I N 5 cpa - ~ ~ „A,. I
Stoneseclion ~ 1 ~ 9 o ' STONE ?~RFF1. ~ > ~ A ~ ~ ~ ~ ER
~ ui o0 4y J \ N SEW ~ lr ~ ~ ~ SA , Ig" tS ~ - _ ~ . , I eta x-91 2 p .0 r / - 135. b
'l0~ rLarEa : , - - NG c FlcattaNS ~ : ~ ` 2r~ _ _ SEES R S't (TONE 4~ ~ t \ A, ` \ ~ ~ `eJ~•~ ~ - ~ _ .oo / W. o J,,. , ~ •47,00
as a 1 \ a ~ ~ N 3 ~ be N•22
SIEOf° PAFIAAA110A IBS e I ° ~ ~ l ~ v 2 ti elnlw to of 1.6 Inches. f s O J I ~ 1 Q WER ~ ' D ~ " - - ~ - - - - - - -I o •5q ~ 2.24 ~ ~
Alp tM eree to N seep! toe deD , 2 8S ~ . AN o, , Yrlece tooth 1 a0lfon. 1 ' ~k! ~ ~ I, ~ k 4 ~ \ - - _ _ _ _ Aeeowell lo0serocks,rools,etc.lnring3 Gt093S8CIi00 FAlerfaDrie I ~ ~ / ~ _ - - ER a D ~ s
Ipplp e0rlculluni Ilr, ferlllltlr 1 super9hosphete unlfOnl3 eN I ~ Q rj tV i _ ~ i ~S ~ J> ~ " ~ E1P rp / y N J _ _ _ `N °
Ute rtes IIStNOllor. e~nSS 9 STONE ' ~ k r" , el, dtn t e so I ~ ~ ~ , ~ ~ N 4 I N APPROVED " 5 , f ~ r o~ wa~~toN-sALEM UTILITY DES G
SNd on a freshly preperN teNAN eM corer tAe seN IlOntlx rltn see0lnq Q ~ t ~ I 9 0 D 1 Ipelmt or culllpuk titer s!lOlnq. 1 e N J !W 1 / ~ 3 ~DG . ~ .r ;d , Ao•' PEaMIr Nut~a w•. ,y 0 ~~•~~5 -WATER AND SAN. SEWER ONLY ~
fter teNl 1 e«AOr eu1cA. 1 t u9• i / : \ ~0 7 4 Nulcn IeleeAlelelt e W N , / 5t. . 4 i ~ 1 n N DESIGN APPROVED ~ a, ti.~' WA1ER
rlcultunl ll.estaa 2 Toni! PUIe: 1 er ter • 0 et 600.1000 IaKdslkn t.~x ~ • ?S- ~ 'Oy; I ! l s ` - ~
ip~H~e~ - 500 /tNtMflkn of 201 Melislt StperpMtpnete = It ~ ~ !ti ; ppeePFO In Stnulkre 110oYt IS-606elesl ~ I 4'" / ' K,lih-=-fT:S Ions SMII Eye 'I`'"~ ~ ~ Hid 4 WOOD sEwea 005 ~~./'~-f EDGE _ glrrENCIN~n NC GRID
r Iri Strer Into 5011 Yllh M[hlm or 1 , , ''`S' Il l ~Q' w~ ) E W0~o5 e0 1 llonslkre or ~ 1:3F N / / EOG Ld dth lllul0 AtpAdt et 00 W / r~ EwA,IsIfIN SsphSll et 100 WllondAcn j ~ ~ ` ) I' > I ~ 1. GE WO ~ ~ U ENT I ~o pT 32 MONUM CM -~r I ~
~ I 4 ~9 ~ ' ' TV ~ I nMnwalls ~ ~ ~ , ~ 6 ,.s f ~ Hurls 1 ttlxtuAts vtullllo utlslecAt - Stoneseclion u2• ~ , 1 / -10 ' ~ x'00 ' J~ LOCK 535 EN SERVICE APPROVED • WATER AND SAN. SEWER ONLY HOLDER" ' ,o ,~.•,4 . B W WARR r. 4.028'
t. 16 I ~ ~ / r~-:~? U~ his bll fes[w 60 -ISO IosHcre kq• IS • a ~ ,I WOODS ! fN. IS • 11 11 NIP 1 ' I ~ 1 ' 89 n ker111N /M f1. °s• RUBY ILNELM, J X~ 167047 ` p ~a JOHN W RNEY Y: 857543.944' \ 0,, c R OF ATTO -
LII ftstw 1 >S Ilsl« r S fbr. 1 • fN. ~ ~ ~ I f: / Serlne lesprden W IOSlecn entce s IN I ~ / r ,.I tl ' w-' ~ 1 ' so• ~h . POWE PG. 301 ---VMIt7ESSUPERaRENOENT ATE INAD 831
NII Fescw 1 10 IDS/ecn x • • A or 30 IOSHcn I I I R/ 1 ' ~9 IroYntoO IIIe1 MI t ~ ~ i k' fib.' tt~. M I el 1 Bost N lepl ri 10 « 1A 1 II •b p.B.843 - FC ' • ~ 0 GNApPROVED-ST EET N RECEIVE Rs 9 ~ D
rlOS 1 ~YMe1 ! ! r SuO+n So ~ 1 ten fescue 1 )0 leslecn Ibr. 1 - lew+n ~ I I I I I ~ I/ tl3 ~o ZONED N,C. De t of E
Iyt6nln t5 lot/acre I 0 IAKA emwls cut to 10'1 1 ! I ~ I ~ t , 1 r A ~,•,nd Lan'n TOWN ENGINEER IKTE
I for nt SIN/«n Aprll • ,Agile ' 5 j ' i ll n I ~ l~8~ 0/ w!v M wr : 0lroe 6enueprett 6.1! IMlun (AeI1Nl Apr11 IS • ,Iw II / ~ : 1 N W ` h' wP = MA ~ , , Y 2 71996 1 N
IS•11 NS/«R (renlr11N1 fN. 1 • NIrcA j ~ J;> i I ~ ~I i S I ~ y m, ~ ~ ~Q1 mpr - WinSt~n-~tai~ 3 o w• ~ - - , NOTES: n1
teewlt w ten CeMtl Nw « w ONI Clellelelln S«elce M girl«eerce Z, , J ~ 1 n M trNteMl W feAlI11N1M alter Iuetwet tMr An MOeer Nt»InMe. ~nl«t ~ ~ , ~ I> Q,, ~ • / l 0 0 Z ! _ r I 1'~ T S ON SHEET #3 o w _ , SEE GENERAL NO E Regional ~ff1c
0 1 0 ~ , ~ .Q- I ~r, III n IIG=u , q o! ` ' .^.5 ~m~ll . . i TYP STREET CRO55
0 7 t; e .l ~ ~ 1 !Z r ? . - I I T-` ~~III=t SEE ICAL IMALpl11~1 ~i II 'I SECTION ON SHEET a><3 Ndt~lOpppNgilNlCDON
' ~ I 1 / ~ 8 r ~'3 ~ ~ II II ~ ~ I I l3uued IaMK - e A I I I I ~
~ x, 4 ~ _ - t ~ Q P ~ I ~ 'A`~ , I1, ~ ,rl - _ / ~
p ri ly / ~ d 0 I I -L' ~ I / / ~ ~ ~~cb2attr p~ ~ -
1 ~ ~ 9 0 l ~o, I ~ , ~ 0 r r ~ ~ / _ ~ / , o ~ 8 ~ i ~o I. ! ~ ~ ~ 1 , ' Q v l ~'U~ wdh giale 5 ~ ~ HIP ,
li i "i ~ ~ •rj ' r F Flame mrn I ~ I y cRTIG ~ Flu, 0'~ LOT 1
.u O 1, ' r, t r - Q o t ~ ti~ z Z ~ I ITH BF 1 ~ 1 REYislop no.3 5-25.98: RF.mwEO STt~Am ~w N •F r l II • I ~ ~ 4.4.98 % RGVtfbp iI:AOSt?N G•NTlol. A9p. t. LOTS at~'~• . I ITH BRANCH Li = 4 ~ tRbnsl•N NO. L
I I _ _ 1 ~ ~ O ~ _ I~I t oN rLo• l'• 3-1j•9b: FZEYIf ED (FppSIWL Co?JTROL Tr GQU@T_ _ . ~r 143• ~ ~ o ~ _ = t uEV sr - .Yllllu ~
Ill _ ~ ~ 3 1 ~ 1, - ~ Tf III~III(~ I i -I y rr 1 IC) / / ~ ~ ~;,,,,e, HICKORY HILLS / / 1 a M • 1 ~ e,cecs
/ r Q ~ I ~ ~ ~ ~ / ^ \ ~P P Fv I gyp, / v 3 ~ \ ~ ~ ~ ~ t~ • ~ ~ I ~ p _ - 1L ~ ate°~~~e~s CARQ .STREET GRADES, WATER MAINS, SANITARY SEWER w1 ti ~ -y ,Q1µ N NTROL
+ g,36 ~ N ~ ~ 0 STORM DRAINS AND EROSIO CO ~ ~ P?~ 4.2 ~ ~ c0 IESs
1 ~ _ i to . ~ Joh Ne. / ! ~ e lrnson and Associates ~ ~ ~ oa Gene W. Ja
e rL I I ~ ~ ~ - - - r I/ a ~ SAN Irz' CENTERLINE CURVE DATA ~ A ! in &r sneers ~ NIP Sf ~ 02110198 Consu t g g
A~ ; ~ CS 1 0 1 r O /Ok tU ~ SEWER LAN SHE - ~ _ _ ~ . q 3` Il V ~ ~ ~ a 4 ~ . - - ~ ~ ` 3 ~ 3~ No. Delta Radius 1a ent Len th 05559 1421 Pinecrott Road Shaet • ° •0 ~ n Engineer
ly / ~ ~ ; i max. ~ ~ _ ~ of 1 21°09'29" 481.89 90.00 177.9 (~1 4 768.4103 of " ~ f E GWJ Winston Salem, NC 27104 13361 . ~ ~ 2 60°31'31" 239.94 140.00 253.46 ~ I
y ~-III _ N , r ~ _ . _ II ~ of a ` ~ '~`u < ; ~ - ! - - , - . - , , - _ ~ n' 3 24°_00'00" 441.92 104.56 206.05
V~Irench F^y~ \ ~ y 1. ~ I - - - - _ - - „ti, 0 ph Z51.06 1~2s4~ 73.6 urrn• cl onrM+a PT PonldT
r 'QN T PF \ 4 I / ~ ^ _ - DRAM. - j _ - ~ BRANCH Jt _ ~,a.> ~ ~Q 21_-- 2 82 rNn w~. ron wa ow ktw,oa tra.a for t.c taq a
4:::. / / E~?P. ~ - ESQ . - / _ - ~ tp / ~ / / „i,~ 1`~- • S $r~/ D 0150 ~ ~ ..k. ! ! ~ - _ i - - ~ ~ g , :.;;t , ~ ~ EPI Emrp Pin Mon Me CarptASlion CN Chaa _ ~ ~ \ - ~ a u2'• NPI Nwr PF r~kloanlM BY 9.nN A~ VC WIr7P CMy
_ ` .N 0. Nqt~ ST-ID ~r if T 1NCCC`~ / / ` \ NIP CM Callow ?MpN+e 5 } R, Aw M.enMlc Narll Eerernt wv o,Kr. Ym Pipe / g'z i NORTH ca criawaln va ~t~ Irt ttan,la•
„F GE TD II , - / - hlh 6lOW _ O ~ c I 9 ti. 12 I STONE / - % "*'~*~`si~{'; ~ <~s.. ~ ~ 32 k'?s, r ZNc y / ~ ! ! 8' 6O ' , [oLwKlz w x sTM seem s.Mr nrw apM4ruvr c
- _ _ Acv aMOrae conc. Piw CL GrMriu 3}Nyannt - - _ _ ckty canpetw ~ Plo. ~ F.:' a CPwe~ avt Po ~ vas.
~ / 30' BUFFER I a~nq ~ ~ ! 'SA _ Fxr ~ ~ ,.'q7 1 321 NQD 8 ns r~ Mw~ vc voin d cw. ~P ~ipw va.
_ - ~ ~ o ~ ~ san«D I ,~sMT N set I~p ~ 9 ~ I ~ 8 kRo Jess ,_g12 N r 4 6 ar _ o- - - p ? BLOCK 5351 LOT NOTES: 3 - ' o ! N W. WILHELM, Jr.
8 .08 a- a Iz~,q}' I I 6~ h'p _ a~ N _ o SOH GrephK Sute ' - ~O 8 WIFE PAM .This plat is sutHeit to any Easements, Agreemertts, 60 30 p 60 120
N. 08 ~ ~ p - - a d t 40' 33" W. o - 't _ , - ~ 4 A s - _ - rt 'e' ' ~ I _ D ~ iN ~ ~ _ - ti 1227 PG 1171 a Rights-0f-Way of record prior to date this plat, - _ , ~ D.B. which was not visible at the time of our inspectan.
Ddd r I ~ ~ - - .0 Plpe PSTR ~ - ZONED RS-9 FC - , - lV4IE; PLANNED RESIDENTIAL DEVELOPMENT
. R.Ef/bVfc TD W ~ FIRE NVO. - _ X4.1.;. ~ Np ~ - - _ - d6N 1' 3~. _ ~ N ~Xw ape _ - - h ~ This map or drawing and any accompanying documents _ ~ 1SITE PLAN !SUBDIVISION DESIGN are fumished to the person(s) named thereon and
GRUBpIt~G LS CcmPLETE ~ ~ ~ ~ B~F ,~r.T - ~ 2•BOUNDARY SURVEY 1 MAPPING no alterations or use by others is permitted unless M.P
krdp p,OPD Fl S ~ ~ ~ Fo - BLOCK 5350 LOT 14 ~ BEGIN ,,~I ~ ~ ~ ~ ~~ru • ! 3-ExISTING LOCATIONS ! EL V T authorized b OTIS A. JONES SURVEYING CO., INC. Foa HICKORY HILLS P R D i E A IONS Y ti /-PLAN ! PROFILE I ELEVATIONS •SCALE~ ~TOWNSHIP• •COUNTY• •STATE• •OATE•
i 6 ~ , EL a 5 ~ 2 ° ' `toy LINDA M. HOPKIN ~ , • , • • 6-FIELD STAKING !GRADES FOR .MAP NGT FOR RECORDATION. rL ALL CONSTRUCTION ,
i~ .5.3n _ M - ~
Qua' SO'~n 04-t V. VO, l10 r ' \ \ / T O 6-AS BUILT LOCATIONS FOR ALL Precision t DMO Area= Acres 1 = nv LRtNIVtflSVllLttLrUKO T I n I N.U. lu- l-u I
RS-9 FC A a ZONED 15' min CONSTRUCTION OWNER : F.A.B. DEVELOPMENT CO., INC 7-EXISTING TOPOGRAPHICAL DATA "I certify that on , we
t, min pass I or B Compacted KNI 2' AND CONTOURS TAKEN FROM THE TRACT I EXHIBIT A D.B. 1974 PG. 1095 surveyed the property shown on this plat: min ?I CITY-COUNTY TOPOGRAPHICAL MAPS all of which was done under m supervision".
f, Erosion Control Z h Y w vETEO OTIS A. JONES JOt 140. h + FtoW AND IS MORE OR LESS. MO 7C SURVEYING CO., INC.
Wmin t fiAar1 Sara ~ b b 1' S-STAKE FINAL LOT CORNERS MAPPED ! 18" min P.O. sf 10104 WINSTON•SALIM. N.C. QRECORD SECTION MAPS 955-4
~o r labric ' a JI E5 Filler r IS ° max 4 2 -3° iO+~dSE 5~2NE 3 fabric el center 8'g1' = • I I - I III ~ I =1 I Otis A. Jones, RLS do c 48.gq, =11111 II I II II ~ •
A i III _ II II _ _ p - I~ -III- Iqt-~ _ _
SectionA-A t ril F I 2' s' typical SWEET V7 till?
I

CENTERLINE CURVE DATA
Nt1E~' P~~A NG. Delta Radius Ta nt Arc L th
~Q'~A ~ ~ ~ euc A,w S~ 1 21°09'29" 481.89 90.00 1]1.95 'n
N~ GR~ p cgs S~ G o~E ° ~ SITE
o ~ 4 2 60 31 31" 239.94 140.00 253.46 g4 ~ k ors 0~ ~ +
p NCO E ~ 3 Q+ tyt.F'~„ GRAS -B~ G~5 ~ COUryTy PAOJ~C? S/>'T. !6 oF!(,
t Z~ . ~j,0 ~ ISO OR© ~ G IV
~ 4~-~3 NCDOT CLASS IRIP-RAP C ,~pE ~d5' Q,o G.- 8A fri NCDOT CLASS IRIP-RAP
CURB INLET - NCDOT 840.01E ,o ~ y ~ ~ A' 8 / ~f 0' . LENGTH= I ~ '
AD 83 LENGTH= io WIDTH= IL TYPF. RATE DEPTH STONE= I' T.C.= 90125 ,IMr=$96,20 4 p WIDTH= I j,
D.A.= 0,4A 0 =Lb C~j 2 x v DEPTH STONE= ~ 3 a 0 9
io pt?~ 2
23 24 25 31 W e / ~ INT.
~ 18 19 s ~ caW ° ~ 0+00 ~ I- ~xc~ TgPPiaG SldfsV~ LOCATION MAP ~ 't / ~ D. ~ ~ N.T.S
7 HICKORY BLUFF COURT HIDDEN BRANCI DDEN BRANCHES COURT A?ID vpl.u6 '
- MATCH SHEET #4 MATCH SHE MATCH SHEET #4 I-4><~ -cEe w "t / _ ~ o~c~ cur, n1oTIFv
_ [ ~ CURD INLET - CDOT R40.OlE I"~'N' i'6K(oZ6E 1 ~x S~ T E a 1- +Iyo.tE6 0,50 _ „ 0*5D r~ ~ V' 'D TYPE f GATE - G.V• Z C~ G ~ V• ,~G, SHEE / ~ - a ~ T ~ hlcpoT PRIOR To 5za~-c. 0+5D r~ - c ~ ' , - ~ ~ ~e SHEET N0.2
Z ~ ~ T.C.'90~,b3 ,INV=84~.~3 1 6 ~ I ~ 0.50 ~ -4.,G,v, I. p,N. ~ ~ ti '4~r ~ pRoP
n II 0 ~ w•Se5 \ l I ~ - - - - - - - - ~ ~1 i i I - ~vD.-rs:~ ~ 2~a~ 019 e ' ~ ~ m~~5 I I ~ t - C_~ pj. V_ i ' d ~SA~ o 14~-9'l . O ~ D
- co. 1o cnrt u-otP~ , a ~ _ - ,9
~EK ~5 05 9D '~0' , ~ ~ so.lu.s~o ~D was 05 W+s ar 'i ~ - - - -
SON 5~ 3 - - I ~ - -~cc-w- - CN 9 - - - - - - - - - - - - 4 ON_ AL1~ - - - - - - - - - p'~ +y0 ~.O - I
M 0 ~ eD.~x~~ - ~ Z - O ~ v+~' G~ 0 ~ , IM'= +
~ ~ ~ 1 6 5 ~ 3 - ` /apt a 6 ~ - = B81.2
a y1`., , F ~a~°q - ~ i PgebT + e F _ - / a ~ `
11 ~ i i / _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - -
O - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - wti3 - - - - - - - - - - - - - _ _ _ _ - - - - _ _ yifs ~ ~ /
ICr I _ _ - - - - - - - - wtS MN~ ~ - ass vwi ~ weue va. w s +S ~p$ "10 -(p' W S W1t ~ Tb ~ N~
5+~ ~ ~ ~ _ 1D ctirr (1Y?.I ~0 - y 7D - - 04 - / ~ ~ ~ ~--1y 21°55'00" ~nl. 4+.
~ - CURB NLF.T - NCDOT R40.OIE y P.T. 0 3 2 .N 3 s ITY ~ ~ 2.b6.62 ~ ~ NOTE: FOR OLD WINSTON ROAD AREA B VICIN ,
~ ~ `o ~ !'I ~EfA` P'~' '~n~9 INT. ~ D TYPE F "GRATE / , ~ ~e00J4 ~ ~ 6.91.62 N i ~ C11E8 INLET - NCOOT 840,O1F. , 2 ~ T.C.= go!•22.I~' 696,72 ~N1 F ~ aoo aeei. f ~ otE PRIOR TO CONSTRUCTION IN THIS AREA, THE
~ ~ ,px5 , TYPE • « GRATE F ~ D. A. = 0.2 R Otl = 0.1 c FS eaC 3.!1.8'2 M r ~ a°' ' ~ ~ ' . F ,c ; ak 4`' ohs e 0 CONTRACTOR SHALL CONTACT "NC ONE CALL' , .0.00 - TF ~~~'0~° ~ '9 I-B00-632-4949, AND/OR THE CITY FOR THE
~ 6 =400,20 y~ i q ~ T.C. ~D3.7i , INV ?JQ' a tz~E~ „ Ggn v' ~ `ke ~ ~ LOCATION OF ALL UNDERGROUND UTILITIES.
Cif- ~ / ~ D.A.¦ D.2~ 4~~ = O.4cf5 C 9T 39 38 Ctl4~ F Ib = ~ !p E g Q,+ 4
c 4 43 42 41 40 titi, / ~ 35 ,~.ce -~a A e 37 36 ~ m
s 9.86. tiF s aoo s o~ 0•A
Fj. < UTILITY DESIGN APPROVED
~9ti 45 ~F
DESIGN APPROVED -WATER AND SAN. SEWER ONLY
_ - - _ _ C_i(Y ENGINEER.. _ - - - _ a~- - -
VERTICAL SEPARATION OF LINES SHALL BE AS FOLLOWS:
ly U T E ; 12" MINIMUM BETWEEN STORM AND SANITARY SERVICE APPROVED -WATER AND SAN. SEWER ONL
4 WATE0. YALV@ SoitES qND 1Y MINIMUM BETWEEN STORM AND WATER sAN. SEwl;0. LIDS A 0.E Tu BE 18' MINIMUM BETWEEN WATER AND SANITARY
IoGATEO fN SroCwR6.15S, _ _ - - -
_ UTILITIES SUPERk71ENDENT _ _ OATE_ _
Play VED -STREET ONLY - PIDn DESIGN APPRO
o~
vc= zoo' HICKORY HILLS ~ O V PVl .5.50 HILLS LANE -r.~-_• B_____ - - ,9
N ~ 7 ' EL .909.45 Scale : I"= 40' ~ K . 26 10WN ENGINEER DATE :ale : I"= 40'
O ~ e .1.79
01 J q10 VC= 10' . O1D
1- _ - _ _ EL 70 = _ _ - Cc C= 20 VC= 60' _ _
- _ - _ _ - - 3,~ _ EL H9 BZ I+0 tt3 I - EL 20 EL 667. _
_ _ _ _ . K E9 e 1.62 a 4. W- _
- ~ e 0,4 - - ~ p - - - _ it
_ ~ - _ _ _ [il
- - - ~c'el - - _ - ~ - -
a - _ - f , x ro t _
- ~ R _ _ ,b +
~r. - _ _ ~ _ 9 a - ~ LT W ~
- - - _ _ - z - - - - _ _ z, _ _ ~ 3 ~ _ _ - O
t _ ~ _ - - - _ - - - - - 6p. T {3
- _ - u-
- + •I _ / _ _ _ _ 3 - - f .I
_ - _ _ _ _ _ - le. _ - 4~ _ _ _ _ ~ ~ - - _ -
- - _ - _ _ _ 3 - _ p
- - _ - - _ _ * - -
t I N - - - - _ _ f - _ rr '[l to K t• 1 rt'1 - _ _ _ - _ - Ne _ - _ _ , - _ - _ ~ ~
_ A - L
_ _ _ - -
- 2 , _ _ _ _ - - _ _ fj - -
t - - - -
- _ ~ _ - 890 - - -
1 ~ LEGEND -
e - - - -
_ EIP Exirting Icon Piye P/l Ptopaiy Line - s , .NIP Nfw iROR Pine R/G Rigki•o6-flay - _ -
_ _ _ _ _ - . EPi Eauting Din icon Q CentetLint -
. NP1 Ntm Pin icon EP Edgt o6 Paving . CN Concrete Nonumtnt FC face of Cut6 - -
r 1 _ _ MN Nagrttti.c uoa.th PC Point o6 Cutvatuae - _ -
50 - . ON Cud North P7 ?oint o6 Tangency - - ~ .STN Stone Suue~t lC long Ckotd -
- - Z°~ .RCP Rein6otced Concrete Pipe CH Choad - ° _ . CND CoRtugated Neta.L Pipe .SAN Sautaay Suet _
- _ g "LO 1 CB Ca,ch Baein VC Vi,Cti.6y Ctay _ : S _
. Oyu wctnod uee.: oaa . Oi. Ou,~i.le iron Pipe - f5" ~ AREA computctidn NN ManhaJ!e
. 8N Bench Ncah . CO Cleanoui -
_ Pr Elie _ . , 18" Mega,tive Accede . Nydacnt - - _ Eaeement
HCOY ILS AE- G~rephic Scale - - - g9
4' 2' 0 40' 60'
s~o ot. r'_ o'
er. - - _ _ _ _ - _ -
18 StT t
_ _ fx T L r s Ei ~f HICKORY HILLS LANE HICKORY ~tl~~s
, _ _
`i ;y. ftE S t SCALE _ - _ TOwNSHiP COUNTY STATE GATE - . . . _
FORSYTH N.C. I-26-98 _ I ~ t AT ~ 4 , KERNERSVILLE r.l=4
• ' T T HICKORY HILLS
' r u rn rnr 6e s t i
C N T PLANNED RESIDENTIAL SUBDIVISION
-ow ANE 4" SURVETEtT OtIS A--JONES JOB NO.
ST F HAL Qfi 1A0 TC RJ SURVEYING COw INC w~rrEn . 0. MA 10104 ww3T0f4Sa0mk KC. 9955-P
>>1lnn1 MO IL-
610 - 6too ~t0o (ytoD Stoo 4+00 3i jD4oo g+oT) 00 2100 ItoO OtoO 3t
SHEET 2/7
i

CENTERLINE CURVE DATA
GENERAL NOTES
TYPICAL 30' STREET I ~ No. Delta Radius Ta ent Arc Le th ~ 421 40
t. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL EXISTING 3 24°00'OD" 491.92 104.56 206.05 ~ slTe
UTILITIES PRIOR TO START OF CONSTRUCTION. ANY DISCREPANCY CROSS-SECTION ION OF THE EXISTING UTILITIES a ~ I ~ ~ IN LOCATION, SIZE, OR DESCRIPT HE R/W F M' f ~
SHOWN ON THE PLANS SHADBE BROUGHT TO THE ATTENTION OFT ~ - _ to ~ _ - - ~,oo. _ _ _ _ ,o oo• URUTY EASEMENT U70.JTY EASEMENT ~ I ,lj/ CT/oN /Y1 /~~~T ~ ~ D x dt
ENGINEER IMMEDIATELY. _gao~ _ _ _ asDO' - _ ~ To =gGi.9o avy,B54. g ~ = q"d•3 A ~ 101.3 cfs 150
T R WILL B RED TO DO ALL WORK NECESSARY TO - ~o.oo' vAUEr To vAUer - I D, A Pn 2. THE CONTRAC 0 AND ~ ~ ~ 2 ~ n
n ~ ~ PROVIDE SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, UTILITIES ENTERING THIS PROJECT. + sa' +.oo'- a.oo' +3.2s----- a ss'- " ~ a.DO' -+.DO'-° !so' I y ~ p ~ ~
wA~ waK 1~,;:~~' S ~ v
3. ALL STREET RETURN RADII SHALL BE 30 FEET TO THE VALLEY LINE OF THE ~ y„ ~ s 2/~L + C FT. 14• T. 9. CURBING UNLESS OTHERWISE NOTED ON THE PLANS. ~ ~ rN~ = 83 ~
\ ~ c ~ ~ CLASS ! SrotJE ~ soo';. ~~sso';soD
4. NO SUBSURFACE INVESTIGATION OR DETERMINATION HAS BEEN MADE BY ~ ~ , ~ , ~ ~ , ~ ~ ~ , ~ E~ WN 1~ ~ tc,. ~ 4i' ~ 31X1 KwlOTH of cHR?JN LOCATION MAP •
THE ENGINEERISURVEYOR. THE CONTRACTOR SHOULD MAKE HIS 0 wAtER b INVESTIGATION AS TO THE SUBSURFACE CONDITIONS. \ ~ ~ N.T,S
3 4 5 6 +50
TR T NSTRUCTK)N SHALL BE IN ACCORDANCE WITH THE TOWN SAN ~"~a ~ z ~ 14+5 D 5. ALL S EE CO . s' ~ ~ e OF KERNERSVILLE CONSTRUCTION SPECIFICATIONS. ~ - , ,~2• trrE 1_z AsvNaT ~j ~ TEMP. ~ avE rlPC cuR INLET - NCDOT 'NLET - NCDOT 840.01E
~-2. 1tPE N BMgEa ti y oPRN Tp DlSC11At~Gt TY E GRATF. ' E GRATF.
6. WATER AND SANITARY SEWER SYSTEMS SHALL BE CONSTRUCTED IN 9• 6• ~ \ \ ,n +NTD S'c• w T. • =868.32 ,INV= B' ACCORDANCE WITH STANDARDS AND SPECIFICATIONS OF THE CITY OF u• e" AGGREGATE BASE COURSE 0 D. 2.3 A Q = 868,32 INV=B~4•.~1 I' 6x~ ZEE z SHEET N0. 3 - ,1 ~ t-F'H' ~ o 2.3 A Q S - 'Is Z- 6" G~ I- d`(D.'T'EE
• ~ ~ COMPACTED SUBGRADE , 25 WINSTON-SALEM. y~•~ ~eASi ~ ~ t 2 J MN.; . I- F, N 48'T w
7. PROPOSED CURB INLETS SHALL BE BUILT TO STATE STANDARDS t Ho?E Se P.C. ; 13 INT. 13.14.60
(STANDARD N0.840.OtE). I" HYfl''rE~ I ~I.1%` 14.46.37-_ f- ~o" 6 I - 4!' 15' uoP& 1O tewr~irr~ ~0 • 0.00 tJ . 62° 2 1 ~ V~ - _ - _
8. PROPOSED YARD INLETS SHALL BE BUILT TO STATE STANDARDS ,ra { N ~t~iN• w+s wt: Iwr~TrP~ ZO ,N w+S ~D w+S 63 W}S +5 _ WtS
(STANDARD N0.840.05) TYPICAL 26' STREET , oN _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 113 - - - - - - - - - - 4' CONC-WALK - - - - - - - _ _
' CROSS-SECTION ~ - - - >i. COMPACTION TEST(S) BY AN ~IDEPEt~tT TESTING LAB TO BE MADE AS - -
DIRECTED BY ENGMlEEH AT OWIEiCSEXPENSE. a/w E a/w I - b" P W Ca ~ ~ , 14 i r A _ > 3 ` 13 _ IZ j rc _ n
-.--.10.00'.____--- _ S0.0C-..._ _~10.0D' -T N di 1$ O H UTa+1V EASEMENT UlU EASEYEN - ~ V 10. WATER AND SEWER CONNECTION SHALL BE INSTALLED BESIDE EAC o s 0 0 HICKORY HILLS LANE
OTHER (30' CENTERLINE) AND HAVE 2x2 STAKES PLACED ON EACH SIDE , - - - - o ~ so ¦ po " MATCH SHEET ~2
WITH FLAGGING. CONNECTK)N TO BE INSTALLED UNIFORMLY, AS CLOSE ! xoor warn' m avatar ¦ !i a ~Zt - - - - - - - - - - ~2~ 15" _ - _ - - - - - - - - 10+50
TO BACK SIDE OF SIDEWALK AS POSSIBLE. t • o • ~ e _ - - - - - ~ asD ,oo' s.a~ n.>x---- ---n.ts'--.._' ioo' ~.ao' aso' 'S a0 • ~ .10' X 70' w+S w }S la PI$K un. w.5
+wALK wAL[ 1• vJ+S vN ~ 6D.ro.x ~ ~ 11. FIRE HYDRANT TO BE INSTALLED USING HYDRANT TEE AND SHORT NIPPLE , 102 _ low' t 1 ~
(18' MAX.) BETWEEN VALVE MID HYDRANT. yr. ~ ' it. ! 4' 112' 15°HpPE~2.1 ,1 % ~ t rt ~ S 12'12 P.T. o
12. SEWER TAIL PIECES SHALL EXTEND TO THE BACK OF THE td /i : ~ . ''y/i ~ ;yaw'; : ~ ~ zoo aoC~ ~A~~. I ( (p• I 10.80 H INLET - CDOT 840.01E Ib08.60 ~ ~ o TYPE G "GATE _
UT~ITY EASEMENT REGARDLESS OF CLEANOUT LOCATION. ~ ~ i ii i/• ~ ~ ti - ~ 'tip%< l tr O WATER \ \ V ~ ~ ~ ~ n x° SMiT c~ T.c. = 816.76 , INV= t3T3.46 F ~ c SMITH BRANCH COURT D,p,. 0.3A 0 /•2 Cis
13. SEWER MANHOLE RIMS AND WATER VALVE BOX LIDS SHALL BE CENTERED ~ ~ N , o ~ x MA
IN MIDDLE OF THE SIDEWALK. ~ y~ g,~ ~ MATCH SHEET #5 0+50 48 47 46
14. WATER LINES TO BE LOCATED IN THE CENTER OF THE SIDEWALK OR \ ~ , ! A AST W 60
~r - '~A V /z rrPE sPH 6~ IA.} o ELSEWHERE AS APPROVED. FIRE HYDRANTS TO BE 18" BEHIND \ , trrE N ealoEa AIM A, TAYLOR B SIDEWALK. j'' GROVER W. PARKS M 3~
lt' AGORECAIE BASE COURSE ~ CURB INLET - NCDOT A40.0 a• ~ '.6° , D.B. 1744 - PG. 2921 N 2 COYPAClEO SUBGRAOE N Gly TYPE „ E "GRATE f - NCDOT A40.OlE R UTILITY " RATE 13+02 DESIGN APPROVED c
tY ' - - a~ g U T.C.=8roa32 ,INV=6~f.°~ ~ ~ V t~ -GBL. 32 ,INV= ~45.°e CURD INLET - DOT 840.01E
3• MLR... ~BASf ]0' Y - D.A.~ [.1 A Qom, a ¢ W a Qom= c•a ~f: TYPE " r= " c TE o DESIGN APPROVED -WATER AND SAN. SEWER ONLY T.c.=,313,12 , Nv=96, 82
0~ i ~ W D.A.= t•~ ~ ,0 = S.! cfs Q 13+2a _
i m INV I.0 CURB INLI':T - MCDOT 840.01E CITY ENGINEER pA~
D.A.= Q-6•DA 4 93.6 cfs TYPE ~ "GRATE
cs T.c. =gT~, ;2 , rxv= e~~s•3~ SERVICE APPROVED - D. A. = I p QIQ - S•4 cfa WATER AND SAN. SEWER ONLY
UTILRIES SUPERINTENDENT DAT£
pID~ vc_ zoo' DESIGN APPROVED -STREET ONLY
PV1=10+65 EL = 897.46
HICKC HICKORY HILLS LANE K : 29 ,~3'_ 8 e = 1.72 ~ 010 / TOWN ENGINEER DATE
Scale : I"= 40' ~ ~ 3~
~
15 % qoo
i I ~ - _ ~ ~ - ~ ' i ! ~ I I ! I } a~ ' _
~ - l I I __T - I l_ - - I ~ ~ ? ~
I - - I I i I! j r j ~ I I j- - - - - - - ~ 1 ' , r I I i ~ V I I I, ; ~ _
I ~ . ' i - I ~ ;
{ { , - _ _ _ _ _ i ~ I ' ; _ _ ,
- -r--t - -
' j ~ I i I ~ ) ~ * ~ ~ - ~ i I i ~o i I ~ , '
_ - Y - _ C ~ ' - _~-t-
_ I , I i -}---1- ' - - _ _ - -L- - -
i p~ ~ i ~I
_ _ _ _ - _ _ _ ¦ 1 i I , I _ , - - _ -
sip [ : ' } 09 + -
I ~ I ' I
- - _ - I - , -t- ~ i ! i
~ I
/ I , - ~ , - t -
- _ - _ . I i - i it - - - - - - - - - -
i ~ - - - - - - - - - W I ' ! I i j ' ~
- _ _ - I _ - - - - - - - -
- i~ _ - _ _ 1 E S - - - - - - - a _ - _
- ~ _ + - - - I I At - - _ ' - - ~ -
_ _ - _ _ - - _ u ~ 14 / 0 - r i ~ - 14 r tD _ -
- - - . - - ¢ - ~ ~ ~ - I i - - - I _ -
- _ _ a _
~ ~ e I I ~ . - _ { -
- ~ - - ; _ _ ! I + ' LEGEND - ! ~ M ~ ~ ! 1 { ~
_ - ~ - _ - > - - - - 1 -I i r._ j ? } ! I I EIP Eci.ating T-tart Dipe PIL Paoputy Cutt
- - - -r - _ _ _ _ - - - I _ 1 ' - .NIP New Icon Pike R/n R.ighz-o6-Way - - - ' ~ ~ ° ~ , I EP1 ExiALing Pin TROK . Q CentuGne
- _ - / _ P ' -1--~--- - - NPI New Din Icon EP Edgt o6 Paving
- - - - - - - _ ~ I . - - _ _ - 1 CN Cartcae,te Nortument FC Face o6 Cuti6 I ~ ` ° _ NN Nagnctic Noath PC Point ob Cuaua.tu2e ~ { , -
- ~ - _ _ x r I I ~ i CN Cai,d Noath PT Point o6 Tangency ,
- - - - _ - - _ - - - - _ _ _ _ ~ ~ t _ - - - ~ STW Sto^,nr Sewert LC long Chond i ~ I I ! .RCP Rein6oaced Concaete Pipe CH Choad
_ - _ _ _ _ _ o I ~ J ! ! N P' a AN Sanitaa SGUen - - - + - CNP Coanuga,[ed eta.t kp $ y-
- - - - - _ ~ I t - - ~-~--1--- CB Catch Basal VC Viiti6y Clay i _ -7 - - 1 ~ -1- GN6 N¢Ihod uded boa .DID Gucti.L¢ taon Pip¢ _ ' ~ -
_ - _ - ~ - _ 1- t I I ~ ~ ~ 1 AREA compu.tctinn NN Naxhole
_ - - - - - - ---r-- - - -r-- - BN Bench Ncah CO Cleanaut - - - T ~ • ~ 1 ~ , ` ~ I I ' } - ~ { Nega.Cive Accees , 3}- Hydaeni
- _ _ ~ _ - _ _ - . , - Casement ' I ~ { - } - ~ I 1 } ~ , Grephic Scale
- ~ _ - _ _ - o I ! t ! ~ ' 1 a~ ! I ' 4' 2' 0 40' HO'
- - - . j o i , ~ o I 11 ~ ~ 1
- _ _ - - a - b .00 ~ ~ - - - i ~ ! } I ~ J ! Ver. I"= 4' 0 Not, I"_40'
- - , - - - ~ IK - _ _ _ _ - - ~ f _ _ _ a t~ - - + - -
' ,rl t \ l~ 15° ~ ~ ' I I ~ I Pro iie I - ! i a ~ I -1-- _ - - - -
~ ~ HI K R, j H L. S 1 L ~ _ _v~ + ~ HICKORY HILLS LANE HICKORY HILLS I , -t-,
~ i I 1 - { !f= ~~i 4 KIEL uA i, TOWNSHIP COUNTY STATE DATE @ I ~ b ~ SCALE cal r. I - 4 •
- - _ _ _ _ - 6 W Q - - - - Qt I ~ r. - 4 ~ _ ~ - ; G 6 ~ ~`-4 ~ KERNERSVILLE FORSYTH N.C. I-26-98
- - ~ I , ~ 1 ~ C _ iil i wnunev wi i r
- nI
- - - -
1 } PLANNED RESIDENTIAL DEVELOPMENT D I G T- EN R T } _ _ . - - - v SURVEYED
OTIS A. JONES JOB NO. 1 - } t I I E_ {f - MO Tc av SURVEYING CU« INC
f _ S ?r. ~ R ntE --t--- - MAPPED t ta` - M P. o. 8M 10104 wrcuroµ u KC. 9955-P CT i I ~lGi - tip ; ~ $ 0
4 O
0+0 +po 2+00 11too i(~wo l540~ o I to o"T 1 00 12+00 IIt00 10too 3t SHEET 3/7
t 84 B 858.8 9 858.8 9
851,1
Y

D I
CllRB INLET - NCDOT 840.01E - i I
TYPE F "GRATE T.c.=q o1.2~ , INV= 89~~12 I _ ~
D.A.=O. 2.A 4~~=0.'1Lf5 I I
G I sITE I
CURB INLET - NCDOT 840 ,ET - NCDOT 840.01E ' I
TYPE G GRATF. 2+zz p I j GRATE. - ISO
T.c.= go2.25 ~INV= gql D.A.= 0.4 A 4 = 1.6 ~ )2.25 ,INV= gq(a,2,0 CURD INI,E'C - NCDOT 840.O1F. CURB INLET - NCDOT 840.O1F. I A Q - l.b C{5 TYPE k GRATF. TYPE " ~
i~ ~Q GRATE I z ~ ..p T.c. Ba:~.oo,Il~n'=6~9,5o T.c.= 1'' 88U,2y ,INV= 8~6. ~y 7 5o v
Q D.A. O,1A Quo = 2.Sc~j D.A.= .8 Q, 9 A 4 = 3,1 cf
ao 5 01 ~I ~ ~ a
Z~ V Z l r~
2 0"' HICKORY HILLS LANE I L 2
I_ Flwz~ ~ D, g1' MATCH SHEET #2 Y a ~ LOCATION MAP 2 7 n I
« ~ M 4+50 ~M 1- fu Y• SEMIER NCDOT CLASS IRIP-RAP ~ HICKORY HILLS LANE W • s 2 6 ~ 4 N.T.S N.s ~ ~ ;
0 I-!#YO.TE6 p SHAT of 6 , - ~ 4 SHEET r< 2 Q I J LENGTH= ID WIDTH IL ~Q ~„pp L EET r 2 SEWER ~ Qp1~ ~ I ~ 2 5 SEWER SHEET r 7 F1~ ~ ~
7+50 a DEPTH STONE= 1' b sHE~ r' °F I ~ o~ SNEET N0.4
ol~ ~ ~ I r- ADD, ORAiN ~I ~RAaNAG@ 0 a w
II II W.S ~ ~ w ~ ~ I~ bl SH r a~ I LET - NCDOT 840.01E ~ ~ ' ~ _ o ' ~~7EryT6NT P c E IZS ~I .C. r f1~ J W P
I i r EET 2 / FR aQ~ CWtB N i ~~OQ ~ ` i~,(,$-05of i ~ ~ 5 ,o "GRATE ola ~ - _ I b ~ - ~ Z a< \ ~ ~ ~ I , h \ 10' PUB. 1 ~ Wp7E0. W ~ W N I Q
- - r ~ ~ = v= 895.13 I u~' 125 U8. 1 >,~5 ONLY 1p r~Q 1.15 I f-x 0 S-O ~ Fp. C N Q O
AIH I \ ~ lo,~ ~ / ~ ~ D.A.- 0.4A Oro ~ ~ ~ - - - - _ _ _ _ ~ N ~ _ _ 4' ~4M~+ WALK - - - - _ _ _ _ at p ~ U
*II 14-2• ~ ~ ~ ~ a_ ~ - - -4 ~ UTL ESMT. ~ ~ ,ems - - 209, IS N dPE ~8°/, r~ G~~ / m
WT. i ~ ' _ _ ~ ~ SEWER ° ~ s ~C - - EET 6 6.91.62 I ~ ~ - i ~•~OS_ _ 1 d 5H ~ INT. I 3 > •
•0.00 I 1 ~ e 3.81.62 - ~ _ - ~ \ ~Y, N a m I ~ ~ Ya c SEWER
I I > 3 M'x - ec~ 2.07.75 r~ . a00 ~ ' _ > ~ I N 2~ ~ ti~ 11` 3 SHEET r 7 l _ _ _ _ _ _ _ 4"dl. DIP N a ~-4
I ro,t4-TEE,_ ~ n b67 I _ _ _ _ 4' CQI9C.IdALK_ _ - - , ~ 1 PLJG I'a t lTy STD.
t-b+c4 TEE ~ I ~ - 4' conc.'. u L-6 G.y• I _ L~ _ ~"a. alv I.4'Ptu6 l-~"G,Y. I ~ lo'PUe~ ~ ~ I PuBt v~ \ grow ofP ~ ~
- 4" I ~ - ~ - - a I / UTL. E81R. I G•y ~ \ ~ I CIT'/ STp• Et.oW4Ff - - E81R. _ 150 _ ~ ~
I ~ IO'P118. . I I ~ m.io'x'ro' I I trtL. ESAfT. 142_ _ ~ ~ ~ ~ ~ ~ ~ ~ \ 0" 'N v: ~ 865.4 ~
I 1 ! 6p .10' X 70' P.C. \ ~ , ~ asi I W . 5 \ ~ w. s ! ~ ~ 85' ~5„ ~ ~
_ ~ SHEET s 2 M01.89 \ ~ ~ - ~ a° SHEET 2 ad' ~ ND>mF I
HICKORY HILLS LANE ~ .~P HICKORY HILLS LANE w.s " / o ~ 9.5 '/o ~ ~
MATCH SHEET #2 1- F• N MATCH SHEET #2 sHEET.2 31 ~ ~ 3+31 NYD.'rLE 'PL E ey FR - ,~Qdv
SEWER ~
23 SHEET r 7 ~
sEwER ~ UTILITY DESIGN APPROVED
22 29 I f I ~ ~ DESIGN APPROVED -WATER AND SAN. SEWER ONLY
SEWER ~ SHEET r 7 ~ J
NCDOT CLASS IRIP-RAP N -
30 ~ ~ / LENGTII= 10 , IJTDTII= 12' CITYENGMIEER _ - _ _ - rMTE
b~ DEPTH STONE= I'
32 r I ~ SERVICE APPROVED -WATER AND SAN. SEWER ONLY
~ ~ a I
o _ _ - - _ - ~ Y 1
Q I UT~ITIESSUPERMITENDENT __--DATE
1 Plan Plon Plon I DESIGN APPROVED -STREET ONLY 1
N
o ~ HIDDEN BRANCHES o w HICKORY BLUFF COURT IANCHES COURT
~ z ~ Scale : I". 40' o w Scale : I"= 40' 7Ie : I"~ 4O TOWN ENGINEER DATE
x~=
91D . _ VC. BO'
- - - vc= _ _ - _ ~ _ _ _ PItS 0. _ PVl 2.1
- _ - - - EL 89 . - - - _ - - EL 88 20 _ L - -
_ _ _ - - - - _ _ - - _ _ _ - - • 0~ - - - _ _ - _ e 0.6
_ O _ - - _ ~ _
_ - - - - _ - _ _ _ _ _ _ ~ - - _ _ . -
>G - O t -
m _ - - _ - - - ~J..
- - - _ - _ - -
- _ _ _ +t: 4 -
' \ - - - - - - _ _ _ - _ _ - z _ _
\ - _ - - _ _ - _ _ _ _ - - - _ _
- _ , 4 ~ ~ -
- _ . - _ _ - - _ _ - - - - - - - _ _ i1.
- _ _ - _ -
- - - - - _ _ _ t I 1' . lil. t \ - - .
~ - - - - - - _ ~ - _ _ _ _ - _ _ _ - _
- - - M _ . - - , 4 - - - - z' ~ ~ _ - - _ _ - -
- - - - - ~ - _ ~ r t A
- - - _ - \ - -
_ - ~ r nd s
54 4 ~ !9 \ _ ~ r .
- _ - - - - - - z >y _ - - E - - - - -
- _ . - - _ - - _ Q - -r _
_ d o ~ ~ ' LEGEND
' ~ 01 _ -
_ ~ ~ . _ EIP Eu1tu9 IMR PtAt P/L PtoPU,ty Limit ~ N IRP Na ItOrt Piyt .Rid Rigkt-o jay
_ u) N EPI bti4tu~9 Pin Itort ( ftrttttlint
~ . YPI Np Pin Itort EP Edgt o6 Paving U Lp [N Cortctttt Nortur+uct FC Face o~ Cut6
YN Mcyrtt:i_. ko::r. FC Pci,?`od C~tustr<te
U u CN Ct,id Noath PT Point o6 Tangacy . Q U .STN Stour Surtt LC Lortg Chord
,RCP Rtutjotccd Cortcttte Pipe CH Ckocd
. CXP C,Ottuga.ttd Ntt:,C Piet .SAM Sart.itaty- Swa . CS Ceteh Haeul yC yitt,i. jy Clay
_ _ _ ' .ONO Nttkod u~td jot .DIP Du~.:.i.Lc Itort P{pt NN NanhoLt
AREA eo¦Duieti.on 8N Bach Mcck C0 Cttanaut
Ntgativt Acctd~ . Nydtcn,t
_ E~~'tn'C Grc hic Scole ~ apt ! _ - ~
K R L - -
_ ~a
_ - - - wt. r. 4' o Hrr. r=so'
. _ - - - - - _ _ _ _ t E 8A 0 \ S R
- - - - - 8 A 4„ - ICKORY BLUFF COUR e _ - H ~ '4 Y~ s _ «rr HICKORY HILLS
- - - - - - - - - - - ale r. I„ ale r. I" 4 ' . _ _ HIDDEN BRANCHES COURT
GATE V r. I' 4' N - A 1 S ~ t ILE E _ COUNTY STATE 1, m Y E _..p ~ _ SCALE TOWNSHH'
. _ - O 1. VI W 1.." _ - 5T I :4 ' _ _ d ro I r - ~ - KERNERSVILLE FORSYTH N.C. 126 99
u ~ ~ V t r'. 4'
- ' C ra$r rn ~ n n. ~r ~ n r. _ HICKORY HILLS
FR
i S - -f rclo 7 s - - ,y r $4xvEYEi tt a 40NES oa No.
UPAYLL R T P_ANN3D RESIDENTIAL DEVELOPMENT dA Y ! t T SURVEYING M ANC "'r'ta o. ra Sao. .wro~wtat nc 9955-P
I 1? T S M o
9 +~0 2+0 0 3to 0 4 t 5to o
D O+ob I+DO Otoo I+oo 2+oa 3+00 4to SHEET 4/7 I
1 I T
\t \ re

t
~ CENTERLINE CURVE fIATA
S Ntr
R ~Rlp CURD INLET - NcaoT anD.OIE N0. Delta Radius Ta ent ArC Length
TYPE G "GRATE _ .i ~ T.C.= _'fb ,TNV= 873•ad CURD INLET NCDOT 840.O1F. 4 62°23'DU" 251.D6 15Z.OD 213.36 ,o 87lo TYPE F GRATE
- - 1, ~ D. A.- U, 4~. - z cis T.c.=g~3,12 ,INV= 869. 8t 5 24 08'21" 233.82 50.00 98.52 Nq
K 2+91 ~ 3+b4 D.A.= Q = $.I cos ~8 l r' ~0 3
~~Q CURB INLET - T B40.OIE CURB INLET - NCDOT B40.OlE ~ ~ TYPE F CRAT TYPE "GRATE ?ao
T.c.=884",oo,nW e8o•So T.C.=883.4 ,INV= 89.92 e9 I'~xb TEE 52 ~ ~
D.A.=0•ZA Quo 0.9cf5 D.A.= 0 5A Qp= 2.2c~s ~ 2•G"(,.y,
Q~ 51 RA 0 ~9c~
a ~ 9,, ti \ 99 CURB INLET - NCD 840.01E
11 ~o pNE \ tiF ti TYPE " f " GRAT '4 LOCATION AP
~ 10 N~~~ ~ ~ s ~2, y/C _ o I = 8-10.32 ob M tai s° kpRY T.c. e ~ RX ~ ~ N..s '
oKoR~t NG• 1 7 4 tiF << 1 , 4 sy y/ D.A.= 0.7A to= z.o cfs PA ~ 'B - FFT CS 2 82 ~ 53
N s+~EE 9 ~ F~ ~ / N°• 3 ~QN cuae INLET - NcooT Bao.alE SHEET N0. ~5 e TYPE - ~
1 ail 8 f,~ o~T 9~ P " aAYE I - F H. T . C. • 87t;'JO INV• 872.70 lI Q n. A.= I,o4 _ I-NYD TES
.I,b ~ah ze Qll I I ~ % xm 3~ I- NYp, r~~ \ 0,~
I I ~ ~ ~350~' E ~ ~ ~ ~S ~ / ~ CURB NLET - NCDOT 840.O1F. / ' ~ ~ \ ' ~~G'V' / / k ' PLUG 4Z , / c / TYP "GRATE ~j \
~ N. ~y25 ~ 5p' ~ I-6"t~Gu~ 4 ~ I ~ ~ ~e43, i 'Ib _ Wis 12 ~ 4 / / , r8 T.C =~.IL .INV= a/v 3 kpp s 8.30 5 ~ /
INT. F~ ~ $ D. .=1,9q 4~ -S•gCfs ~ M 8.7 'P ~
93 ~ ~ ~ fit, - \ 13.14.60 ; ! Y° t ~ O.OO~ti / ~ S ~ o,
I ~ / ~ HpP /S. \ 33 49 ~
~ ~ I ~ ~ ~ w+ - ~ „ ~ ~ I / ! s0 / G e 1 W CURB INLET - NCDOT ~ I '
9.86. ~ - 3 h ~ \ I I ~ , , .a ~ _ _ _ 0,00 \ , - - ~ ~ - - / HD 5 ' / ~ ~ Za TYPE " F 840.01 ~ I
` ~ - ~ b0 ~ ' I _ _ _ - T EXI6TNG MN A-!1 I - l- - - - E'SI~T/ Ot00 6TAT. 63,N1,~6 J ~ GRATE 5 4 , ~ T.C.=ri'14:A0 ,INV- t. 0 N I 87 S / OF / l pa6 y~ ~ ~ \ D.A.= 2.OA 4 =4 cp ~
~ > ' 20 PUBLIC SAN. SEWER of ~ ~ > 3 2 I VENTED I6" qp ~ / ~ ~ 5 - \ f \ - _ _ 6TAT. 84.6 16" gP.b(R NNA-32 / F _ ~ \ ~ ~ 1° •8 TS ~ / /
i ~ N ~ O - ~ ~ P T, C.. $52,60 - _ - - - - . bTAT. 81,64,71 / L~ ti~ ~
~ /
~ MH h/C 4 ~ ~ ~ ~ ~ _ - / P.T.
fZZ' P~ .1 g \ 1 / X ~ I ~ r ¢ w+s esK' Iii z.6o.4 a t" ~ M 9 8 l(pRY ! l S ~ ~ 2P"I ~ ~ v 4.26.36 SH yi I ~ M ~ ~ ~ s No ~ - ` - _ - ~ ~ ~Yh h
FFT ~(S I sxti I ~ ~ °s~ y - Np, Cq l~~s °x 961 ~ Z$ ~ ~ ~ eon „ ~ PaoP.
s S ~ _ ~ / / r ~ ~l / P~ 3 NF 0 A b Z !5 HDPE ~ t•f 3 / ° ~ ~?~r .r ~ m M # 17
0 r ~ 9 ~
S Y N ~~.5 z tiF ~c~ ~ 13 P o. / Fr S es / c y ~ 6 • „ ~ sq +0 55 122' ,5 dDPE ~ ~
17 s; , QJ J~F ~ 3fi 5 e y d o y~~ T0. f ~ wu (95 . ~ ~ kE °~r ~
16 c ~2 ~ CURB INLET - NC 810.01E A + NCDOT CLASS TRIP-RAP ~ ~ ~ ~3 L N ~
6X (i TE8 m TYPE E " CRAT 6` frlY.= f~ 62,0 _ y /
D.A.=o.~~ 0~ 3.Ic~s o / loora•F~ LENGTH= tC WIDTH= • 4j `p 9p ~ ~ ~ ? Frfi PROP, DF.PTlI STONE= J' ?x +I ~ ~ - EryT \ frl}l it 19
3 6 6 ~
/ Nf`DOT CLASS TRIP-RAP / / N CURB INLEI - NCOOT 840.01E ~ \
LENGTH. IO' WIDTH= 12 / / TYPE " b " GRATR 5~ T.C.•b't4,TO ,INV°81f•2;
DEPTH STDHg. I~ 59 D.A.•2,2 A • 9.TC~'s 8 ~ 5 . ,
~4
Plan • , Plan ~e`` ~m
~a
HIGH CREEK COURT SMITH BRANCH COURT
Scale : I"= 40' Scale : I"= 40' \V
9 D 0~0 IB ~p VC= 130' VC. 60
I = •l5 PVI 4r
E b. EL 85 ~ ~ i -E a 0,
- _ v_ - / - -
€L .87 ~
- - - - C3 u _ _ _ _ -
- - ]ti ~ q ~ f _ - -
~ ~ ~ - -
- - - H _ - I'. - -
_ _ _ - - _ - _ 14 14
- d d
0 _ _ _ - p - o a x ~ p - - _ _ - -
- _ _ - - _ _ _ - - _ _ U - 4
Q - _ _
_ ~ _ f - f Z rF -
OZ _ - _ _ _ - - _ a 0 - _ R ~ - _ 8 9, ~ ~ t5 , 4s _ : A 9bD ot! 3.
- - - - - - _ - - - d - - - _ - - - - - J ~ - - - - ~ J - - T i ~ f, _
d' • J
- - _ _ _ - _ _ - _ - ~ ~ 9 -
1 ~Y • ~ _ rrf e _ - - - ~ -
_ ~ - - - _ ~ _ ~
~ _ _
- - I 3 0 ~ ~
ear _
- - - _ _ - lE7* ~ 5S =
_ - - - p - _ - - ~ - - I P ~ • tP , - t p
- = - m - - - - - _ ~ - - _ , , - 90 01 1 a - i ~ D }4
d _ _ ,T _ 1 r_ _ - - LECEYD
- - - r - - _ - EIP Eriiti~g iROR PiAt P/L Ptopt~tty Lint
~ - - _ - - - ~ - - - - - t - - - - - - - - - - . W1P MtI Ttort Pitt R/a R,igkt-od-~Ity - - _ - _ ! Y,
- - - ~ ' - Y1 - _ ° ~o `1 EPT EsilLing Pin ItoR ( CtntttLiat ~ Y ~ l 0 T sR EP EQ t o Pav' t MPi Na Put t 9 d ~9
- - _ ~ _ ~ - ~n - - .I CN CoRe*.tte NoRUmtnt iC Pact of Cctb rn ° - P - -
_ _ - • _ MN Nc,rtt.:.:` Aa•.:c PC Dcan,~ ap C.:tv:t~tt . ~ t p~ _ _ I CN CaeC Noath PT Point oa Tangtney i.
- - ~ 2 ~ _ STM Sto=a Swtn 1C Lortg Ckotd
- 9a . 9o- .y ty .RCP Rtirtdotctd Cortctttt Piet . CN Chotd - _ CXD Cotti:ga.ted Mtt,;E Piet .SAN SaniSaty Stwen
• ` , _ - ~ , , . cs c~h eeeuc . vc vi,ctidy tray . OwD Nttlwd utt6 da DiP Dw,::.tc TtoR Pict
- - o - 1 I AREA copu,Lc.L~aR MN Mannalt
_ , 6 2. 0 .611 Bach Meth CO Cleartout Ntgat:ivt Accue . yam}- Hydtent
- - b a ta~au~L Grc hit Sccla - P
- - - - - - . _ $ m 6 ~ 8 0 - - . 4 2' 0 ~0 ~
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-
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-
- - - - _ - - _ _ - NIGH CREEK COURT _ = . - 2= AIt E t MAr HICKORY HILLS - - - SMITH BRANCH COU
' - n rvf le f - - _ - tEL VR ON SCALE TOwN5H1P COUNTY STATE GATE
- - _ - -
1G - C E CUT , ,I~ IN 8 4.4 ° t IceaNERSVILLE FORSYTH N,C. I-26-98 - - - V r. r: 4.
~ - ac.,
ale H .I" 4 u HICKORY FN L5 H A 11 - suNer~ OTIS A. JONES
V r.1" 4- R . ,14 PLANNED RESIDENTIAL DEVELOPMENT ;;DISC NT UR T EN 0 T
y- -kw 01 M0 E LE S. ;UR"cYING CO„ INC
1 _ 85 +Lti "'gy'm • o. we Sao. MNSTOI-LIL[$ 0.c 9955-P t & CO CT N *PS MO
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v W ~Q. Q ~ N N.T GR~~
Q A~ A-32 0 p118TING ~ ~ ~ ~0 STAT. 84.64.11
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~ VENTED A-bl ~ ~ STING
I ~ ~ ~ ` ~ ~ , ~A1 83,8725 ` ~ \ 3.Ope3, ~ " ~ ~
~ ~ zo' ~r3~E,y ~ p ~ ~ ' +o sq ~ p ( i0 0 ~ \ NIT (c~, ~pp I 0
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No.2
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w~ ~ ~ ~ \ 13 E. ~ - - - pRoP
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r a gZ ~ p \ ~ _ .J s - - - ~ ~ UTILITY DESIGN APPROVED
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p 2: a 1 12 ~ .ae' f DESIGN APPROVED - WATEfi AND SAN. SEWER ONLY
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/S*S/ \ \ ~9 ~ ~ 21
\ \ CITYENGMIEER _ OATE_ -
\ \ 15 _
c 20 AN. SEWER ONLY SERVICE APPROVED -WATER AND S c
\ pP~'~ #y ~y
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. Plat UTILITIES SUPERWIENDENI-_ _ ____._-DATE _ Plan _
DESIGN APPROVED -STREET ONLY
HICKORY HICKORY HILLS OUTFACE No. I HICKORY HILLS OUTFACE No. 2
Scale : r'= 40' Scale : I"= 40' 10WN E1IGINEER DAIE
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_ - _ _ - - ~ EIP Etieting icon Pipe I i- I - ~ NiP New Icon Pipe R/G Rigkt-o6-Way
~ I I ~ ~ I EP1 Exi.eLing Din Icon Q Cextetlint
- s gs . - I ~ 1 _ ' I ! - New Din Iaort EP Edgt o6 Paving I 4 1 r NPT ae.te Nonumtnt FC Face o6 Cu26 ' ~ ; i { I i I i I I CM Conc
- - ~ti - _ _ ' - _ _-_1_ I NN Magnetic Noath PC Doint ob Cuau¢tuae - . -,1----I---± r i ~ 1 ~ t N said Noa.th Pr Point o6 tangency
- _ _ ~ I I ~ ~ ! I I ~ C LC Lon Cho¢d ' I i.- - ~ - _ - vn Sewu 9
- ? .RCP ReAndoace~t Concaete Pips CH Choad t I j 1
- - -Nor- ~ - - ~ i I ~ - _ CNP Cola a,ted Netc.L Pipe .SAN Sanitany SGUtn I L-- r ~ ~ Pro Ile { ~ I i ' l C8 C,:.;ch Baau1 UC v4c2~.by Clay
- _ _ - P _ _ - - . - _ - - I i ? ~ OIP Du,:,LLte 1•can Pipe I I AREA compu,ic.tinn NH Manhote
_ _ 1 ICOY - - IC O Y HL S O T A~L~N ~{i 4 I - ---I - - - H Bench McRk . CO CLeanovt - --1-- - - - ~ r- I B
- - _ _ _ - _ _ i - - _ _ _ - I ~ ~ N a,tive Acceea . Hydacrtt 5 ale H r. f' ~ - j I i I ~ I _ ~ ~ _ ~ - Eaem¢nt
I - ~ ~ Grcphic ScGle 1 r._- ~ I ~ I I ~ 1 I I i , I
- _ ~ i ~ 4 p• p 40' 90'
- _ - - ~ I ~ I I I I 1 ;i -t- I - I I
- ~ ~ - - - - - - j I Ver.l"= 4' 0 Nor. I"=40'
- - - - - : _ i ~ I
- - - _ - ~ ~ ' - HICKORY HILLS OUTFACE No. I S { ~ s:• •B E) Y Y wit HICKORY HILL
- ile _ _ - - - I I - - ~ - _ ~ HICKORY HILLS OUTFACE No. 2 - - I I I ' I y- - 1 E ELE AT S TOWNSHIP COUNfY STATE DATE
Y OT N.I SC0.LE _ - - - _
- - _ _ ~ ~ C T N .,'4 • KERNERSVILL FORSYTH N.C. i-26-98
- - _ _ S H . i„ l _ _ _ _ Ver 1 = 4 - 1 C TUC ORY HILLS
• i I I ~ 1 1 r., ev c_ T _
AN i RA K F HE PLANNED RESIDENTIAL SUBDIVISION 1 I _ a;
SURVEYED oils A. JONES doe r o.
MO TC RJ SURVEYING CO., INC - - MAPPED KC.
SSE Mo P. 0. SOX 10104 N03TON-SALEK 9955-P
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. ~ HpRM s~ ~ w,~ F~rF s ~ v~ X \rc~,~o'~, s c"'F ~S ' PRIOR TO CONSTRUCTION IN THIS AREA, THE
\ 'PO~~ ~o,,~, ;>r'~~~'~s~ tOgod, o,,~, CONTRACTOR SHALL CONTACT NC ONE CALL ,
_ LOODWAY APPROXIMATE LOCATION ~ ~ q0 i~~C kq ?0 F pOM iNE 1996 FEMA MAP ~ \ Op~~i' dF' ~ SCALED F w4~?o 1-800-r,J2-4949, ANDIOR THE CITY FOR THE "e \
~ ~ PRELIMINARY FL000 STUDY - ~ Q _ y, ~ 0 _ ~ ~ LOCATION OF ALL UNDERGROUND UTILITIES. ~ ~ LOCATION MAP
~ X1,4-~ i ~ 2 \ "~~5~ N.T.S
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po E~` /o ~Dc ~P P ~ s ~ ~ QP' ~ ~'r~4 3 ' Y q N.C. Dept. of ENNR
/ ti~ j i ~ Q i ~ / ( ~ ( A ai
~ ~ O r 9 MAY 211998 ~
/ Z~/ \ Qp
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~ \ ~ ~ ~ 0.00 Pflb?. C~RSS 1 STOrI QI~ mN~+zl UTILITY DESIGN APPROVED + ~ pRaP.
oQ. ti ~ ~ ~ Q~ ~ lo'LxlZw~l'D mN~S Ib+94
I ~ 14+q1; ~+n DESIGN APPROVED -WATER AND SAN. SEWER ONLY
i i ~ ~ / ~O~p~ i ti~ i ~
, , 6
p~ti ~ 6 , ~?~t 1 1 9a EE't ~ ' ~ tb CITY ENGNIEER DATE ~o ~ , \ ~ ~ - ~4~y i ~
J~F ~ ~ ~ EN 5~ y~~ ~ ~,~oo /
~ ~ V~ y', , ~ ~ \ m SERVICE APPROVED -WATER AND SAN. SEWER ONLY
_ 2 q s R} i ~ •h
0 yF~ ti~ / ~ i
2` ~ Plan ~~9 T ACS ' i / UT0.RIE3 StiPERINTENOENT PATE Plan 'Sj ~ i DESIGN APPROVED -STREET ONLY
9,y~ /
HICKORY HILLS ' HILLS OUTFACE No. 2 4~a .
6 Scale : i"= 4 Scale : I"= 40' TOWN ENGINEER PATE
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_ _ VI - . EIP Exi.dting iaon Pipe P!L Paopatty Lone -
_ _ - - .NIP Nau iaon Pipt R!U R,igh,i-o6-41ay
- - . EPI Ex4.dLing Pin iaon E Certteatine . NDI Naar Put iaon EP Edgt o6 Paving
- o - _ . CM Concaett Nonwntnt FC Face o6 Cua6 -
_ _ 9 NN Nagntt.i.c Noa,th PC Point o6 Cuava,tuae - , . GN Caid Noa.tk P7 Point o6 Tangency
: 3 NG d - e - - . Sfi~ Stoa~n SeArat CC Long Choad -
: _ ear ~ _ _ - _ - - .RCP Reindoaced Concatte Dipe CH Chaad tNP Caaauga.ted NetcL Diet .SAN San,itaay Serra[
- _ - - C8 Catth Badu~ VC Vitat6y Clay
_ - . 4N'D I;etnod udtd oat D1: Du;.ti.t¢ iaon Pipe AREA computc.Livn NN Nanhote
- -e - $Q - BA Erich Mcah . CO CLeanout Nega.Li.v¢ ACCPAd . Hydacnt
- _ ~ _ ~1 - - Eademertt Grcphic Scale -
0 -
_ ^v P 4' 2' 0 40' 80'
2 - as
- ~ -
- _ s• AR su vCY HICKORY HILLS OUTFACE No. 2 HICKORY HILLS - - - _ ro„
- - - _ - t ~L VA ON - - -
SCALE TOWNSHIP COUNTY STATE GATE _ T - _ _ .
- KERNERSV~.~ FORSYTH N.C. I-26-98 v ? r•= a'
tl l S it F I I ~ n ~ ~ E S
- - III I I Z -Ii L Ii L V 1 L 1 V. L KORY HILLS
Cal Of. or. 0' COMN T T N T PLANNED RESIDENTIAL SUMVISION
er. t @~: r.._. . I - SURVEYED OTIS A. JONES JOB NO, tE
- - SURVEYING CO.. !NC' CT MAPPED P. 0. am 10w4 wu+sTON-SALEK KC. 955-P g MO 9
b+o D ~+o0 8+oo q+oo to+oo I I+oo IZtoo
13too 14tDO IStoO
SHEET 7/7