19990350 Ver 1_Complete File_19990528

WETLAND, STREAM, AND BUFFER INSPECTION FORM
Complhr ce Evaluation Inspection: (pull down
menu: J I Buffer CEI)
? Complaint (pull down menu: wetland, stream,
wetland & stream, buffer)
? Follow-up inspection: (pull down menu: Number
of visits 2nd P etc.)
? Other types of investigations
-Date of Inspection: l
-Regional Office: (Pull down menu: ARO, FRO, MR O, WaRO,
WiRO, VWARO)
-Regional Office Tr ckin- No.
-Project Name: t s .?ar±t>
County: I z ,ti r t I-cS re?>
River Basin (pull down):
Nearest Stream Name:
Lat._ Long.
Project Name:
DWQ #:
Project Type: (pull down menu: Commercial, Industrial,
Subdivision (residential), Single Family, DOT, Road Project (non-
DOT), Utility Lines, Forestry, Agriculture, CAMA, Military, Other
OWNER
Name:
Phone No.
REPRESENTATIVE
Name: C_ 6?,1 G g S (4A i (nA k '-
Address: t) JE AS I S rr Fem. ti Ics Q S
Phone No.:
LOCATION:
INSPECTION FORM TYPES (Note: highlighting one or combinations of the following will bring a new screen)
? 401/Water Quality Certification - CEI
? Stream/Wetland Compliant - NO WQ Certification
? Riparian Buffer Complaint and CEIs
RIPARIAN BUFFER COMPLAINTS AND CFN
Stream Information:
Stream Name:
Stream Classification:
Buffer Rules: (pull down menu: Neuse, Tar-Pam, Randleman, Water Supply Watershed)
Inspection Conditions:
? Confirmation that the stream is subject to the rule by DWQ staff. (e.g. for Neuse and Tar-Pam the stream
must be depicted on either a USGS map or Soil Survey. If the buffer rule is in a Water Supply the stream
must be depicted on the most recent versions of the U.S.G.S. 1:24000 (7.5Minute) scale topographic maps or
as determined by local government studies map.
Confirmation description:
Linear feet of buffer impact
Linear width of buffer impact
Estimate acreage of buffer impact
Estimate acreage of Zone I
Estimate acreage of Zone 2
Buffer Use Observed: (Pull down menu: Airport. Archaeological activities. Bridges, Dam maintenance, Drainage of a pond, Driveway
crossing, Forestry. Fertilizer application, Greenway trails, Mining activities, Non-electric utility, on-site sanitary sewer systems, Overhead
electric utility lines, modified natural stream maintenance, play -,round equipment, protection of excising structures, Railroads. Scientific
studies and _auging stations. Stormwater Management, Stream restoration, Temporary Sedimentation and Erosion Control. Underground
electric lines, vegetation management, Water dependent structures, Water Supply, Water Wells. Wetland Restoration, other )
? Buffer Use Designation: (pull down menu: Exempt, Allowable, Allowable w/ Mitigation, Prohibited)
? DWQ Authorization needed
? DWQ Authorization received (pull down menu: compliant, non-compliant)
Comments:
Resolution:
? Compliant - NO Further Action Required
Non-Compliant
? Notification to Local Dele-ated Authority
? Notice of Violation
? Notice of Violation - Recommendation for Enforcement
? Other

S"CRE:\N1/WETLAND COMPLAINT - NO WQ CERTIFICATION ISSUED
inspection Conditions: NO 401 CertiticatioLn'near Feet
? Estimate Stream Impacts:
Acres
? Estimate Wetland Impacts: _---
? Description of Activity:
Resolution:
? NO ACTION REQURIED/COMPLIANT
Non-Compliant
? Notification to USACE
? Notice of Violation
? Notice of Violation - Recommendation for Enforcement
? Other
NOTES:

?01 w CER'1 tHUA I IUty -%-M
401 WQ Certification Issued and Containing the following Stipulated Conditions:
? Stream Impacts (LF):
? Wetland Impacts (acres):
? Stormwater Management: Y/N
? Mitigation: (Pull down menu: WRP, on-site, off site (non-WRP), mitigation bank)
? Special Conditions:
(fl b *C e E s
'r l v (N "kl MZo-N
U A- 5 E (v Cr E 5. 1-J o N a S
Inspection Conditions:
Project Status: Completed de onstruction Not Started
Stormwater Management: Compliant Non-compliant Not applicable
Special Conditions: Compliant Non-compliant Not applicable
Estimate Non-compliant Stream Impacts: Linear Feet
Estimate Non-compliant Wetland Impacts: Acres
Notes:

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S ' E' C P2-0(b `E-_"s
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
1 ! • ? FAA
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
May 28, 1999
Guilford County
DWQ Project#990350
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Mr. Grover Shugart
3015 Maplewood Ave.
Winston-Salem
Dear Mr. Shugart:
You have our approval, in accordance with the attached conditions and those listed below, to place fill material in805
linear feet of streams acres of wetlands or waters for the purpose of constructing Hickswood Forest subdivision at Hickswood
Road in High Point, as you described in your application dated 13 April 1999. After reviewing your application, we have
decided that this fill is covered by General Water Quality Certification Number 3101, 3102 and 3108. These certifications allow
you to use Nationwide Permit Numbers 12,14 and 26 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 Water shed 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 application except as modified below. If
you change your project, you must notify us and you may be required to 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 .0506 (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 50 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).
2. Culvert shall be installed below the streambed so as not interfere with aquatic life movement.
3. Littoral shelves with marsh vegetation shall be constructed adjacent to all wet detention ponds.
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. 27611-
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.
Pincrevens
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Winston-Salem DWQ Regional Office
John Domey
Central Files
Denise Poulos; Engineering Consulting Services, Inc.
990350.1tr
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
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Hickswood Forest
Project Number 99 0350
Recvd From APP
Received Date 4/15/99 Recvd By Region 4/28/99
County Guilford
County2
Region Winston-Salem
Project Type residential
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
26 Stream O YO N F- 17-3 WSIV ?- 30,608. ? 805.00
14 Stream O YO N r- F-r-r- F_ F_ F-
Mitigation Wetland
MitigationType Type Acres Feet

Is Wetland Rating Sheet Attached? O Y ON Did you request more info? O Y (ON
Have Project Changes/Conditions Been Discussed With Applicant? O Y O N
Is Mitigation required? O Y O N Recommendation: O Issue OQ Issue/fond O Deny
Provided by Region: Latitude (ddmmss) 360106 Longitude (ddmmss) 795755
Comments:
Only the 115' road crossing will impact a perenial stream Impacts for the road are to be limited to
115' maximum, including any stream hardening and streambank impacts beyond the culvert, The
applicant should provide the IlW0 with a NO professional engineer's certification stating that this
SIT
road crossing has no practicable alternative, that the road built-upon surface area has been
minimized, runoff has been directed away from surface waters and BMPs have been maximized
rs uant to 15A i A B .0214-.0216, The culvert bottom is to be installed at an adequate
and edge vegetation per standard QW0 design criteria for water qty and safety benching The
sewer line should adhere to I WO's general cerfifications for NWP12. Both 401 wet detention pond ?-?
and utility line criteria and conditions should he included with this certification
cc: Regional Office Page Number 1
Central Office
Facility Name Hickswood Forest
Project Number 99 0350
Comments (continued from page 1):
County Guilford
Regional Contact: Ron Linville
Date:
cc: Regional Office Page Number 2
Central Office

ENGINEERING CONSULTING SERVICES, LTD.
Geotechnical • Construction Materials • Environmental
April 13, 1999
Mr. John Dorney
North Carolina Department of Environment and Natural Resources
Division of Water Quality
4401 Reedy Creek Road
Raleigh, North Carolina 27607
Subject: Pre-Construction Notification Application
Hickswood Forest
Hickswood Road RC?? ?\y t`?
High Point, North Carolina
ECS Project G-1714A
Dear Mr. Dorney:
Please find seven copies of the Pre-Construction Notification Application for the above referenced site.
The site is approximately 109 acres in area and is located on Hickswood Road in High Point. The site is
to be developed with single family residences. Engineering Consulting Services, Ltd. delineated
wetlands at the site in August 1997. The wetland boundaries were confirmed by Mr. John Thomas of the
U.S. Army Corps of Engineers in August 1997.
Wetlands are located in the southwestern quadrant of the site and tributaries of the West Fork Deep River
cross the site. Mr. Ron Linville of the North Carolina Department of Environment and Natural
Resources visited the site on November 26, 1997 and again in January 1999. During those meetings, Mr.
Linville determined that due to the small drainage area and the lack of aquatic life, mitigation for the
proposed impacts to the streams would not be required by North Carolina Department of Environment
and Natural Resources. The wetlands and streams are depicted on the attached Master Sketch Plan
prepared by Evans Engineering, Inc.
We 're' es 01 Water Quality Certification for impacts to 805 linear feet of stream channel
d to road an s construction. An impact to approximately 335 linear feet of stream channel is
ate to two roa b gs. The crossing of Street `A' over the "perennial" stream will impact
ap i tely ?1 j lin d of channel; the crossing of Street `A' and Eagle Glen Road over the
inte e trean*will ac approximately 220 linear feet of stream channel. The impact to the
remaini inea? et o strea channel is related to the construction of a wet detention pond.
We have mi i'zed wetland/waters impacts to the maximum extent practical. There are approximately
5.0 acres of hi h quality wetlands and 6,000 linear feet of stream channel present on the site. The
proposed development will effect only 805 linear feet of stream channel. As shown on the Master Sketch
Plan & Watershed Plan an intermittent stream is located on Tract F. A wet detention pond may be
constructed in this area in the future. If a pond will be constructed in that area, we will apply for the
appropriate permits. There are no other planned impacts to wetlands or streams at the site.
5-C Dundas Circle, Greensboro, NC 27407 • [phone] • Fax [phone]
Offices: Washington, DC; Baltimore, MD; Frederick, MD; Richmond, VA; Norfolk, VA; Fredericksburg, VA; Danville, VA;
Roanoke, VA; Williamsburg, VA; Raleigh/Durham, NC; Wilmington, NC; Charlotte, NC; Greensboro, NC; Greenville, SC; Atlanta, GA
Section 401 Permitting
Hickswood Forest
ECS Project G-171411
The City of High Point requires a 100 foot buffer along both sides of the tributary of the West Fork Deep
River that crosses the site from north to south. In addition, a water quality conservation easement will
be placed along the east-west stream designated as perennial on the Master Sketch Plan & Watershed
Plan. This ensures an average 76 foot buffer along the northern side of the stream and a 30 foot buffer
along the southern side of the stream. Deed restrictions will be placed on building lots as appropriate in
order to maintain this buffer.
Please feel free to contact me at [phone] if you have any questions concerning this request or if
additional information is required. Thank you in advance for your timely consideration of this matter.
Sincerely,
ENGINEERING CONSULTING SERVICES, LTD.
zc 21 A 4 Z?? e_?
Denise M. Poulos, LSS
Principal Scientist
Attachment: Pre-Construction Notification Application
401 Water Quality Certification Fee - $475.00
DWQ ID: - CORPS ACTION ID: -
NATIONWIDE PERMIT REQUESTED (PROVIDE; NATIONWIDE PERMIT #) 14, 26, 12
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1. NOTIFICATION TO THE CORPS OF ENGINEERS
2. APPLICATION FOR SECTION 401 CERTIFICATION
3. COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT
SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD
OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN 71
COPIES MUST BE SENT TO THE NC DIVISION OF WATER QUALITY,
ATTN: JOHN DORNEY, 4401 REEDY CREEK ROAD, RALEIGH, NC
27607. PLEASE PRINT OR TYPE.
1. OWNER'S NAME: Mr. Grover Shugart
2. MAILING ADDRESS: 3015 Maplewood Averue
SUBDIVISION NAME _
CITY: Winston-Salem STATE: NC ZIP CODE: 27103
PROJECT LOCATION ADDRESS, INCLUDIVG SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE):
Hickswood Forest, Hickswood Road, High Poi it, NC
3. TELEPHONE NUMBER: (HOME) _ (WORK) [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHONE NUMBER:
Denise M. Poulos, ECS, Ltd.. 5-C Dundas Circle. Greensboro, NC 27406 [phone]
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP
OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: Guilford - NEAREST TOWN: High Point
SPECIFIC LOCATION (INCLUDE ROAD NUMBERS, LANDMARKS, ETC.) Hickswood Road, High
Point
6. IMPACTED OR NEAREST STREAM/RIVER: Tributaries of West Fork Deep River RIVER BASIN:
Deep/Cape Fear
7. (a) IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA),
HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURCE WATERS (ORW), WATER
SUPPLY (WS-I OR WS-II)? YES ? NO X IF YES, EXPLAIN: _
(b) IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ? NO X
(c) IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF
COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? -
8. (a) HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS
PROJECT? YES ? NO X IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND
ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION):
(b) ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE?
YES X NO ? IF YES, DESCRIBE ANTICIPATED WORK: A water qualitypond will be constructed in
the intermittent stream located on Tract F.
9. (a) ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: 109.436
(b) ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
Approximately five acres of wetlands are located at the site.
10. (a) NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY: NA
FILLING: _ EXCAVATION: _
FLOODING: OTHER : _
DRAINAGE : TOTAL ACRES TO BE IMPACTED: NA
(b) (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED,
PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION: Approximately 805 if of stream
channel will be impacted by the yroiect 470 If are associated with pond construction and 335 If are associated with
road construction Of the 805 If. 690 If have been classified as unimportant or without existing uses by both Mr. John
Thomas and Mr. Ron Linville.
LENGTH BEFORE: _ FT AFTER: _ FT
WIDTH BEFORE (based on normal high water contours): _ FT
AVERAGE DEPTH BEFORE: _ FT AFTER: _ FT
(b) (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: _ PLACEMENT OF PIPE IN CHANNEL: X
CHANNEL EXCAVATION: _ CONSTRUCTION OF A DAM/FLOODING:
OTHER:
11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED
DRAINING TO THE POND? Approximately 49 acres WHAT IS THE EXPECTED POND SURFACE
AREA? Approximately 47, 400 square feet.
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL
EQUIPMENT TO BE USED? (ATTACH PLANS; 81/2 BY 11 DRAWINGS ONLY)
The site is to be developed with side family residences This will require that roads a sanitary sewer line
and a wet detention pond be constructed Trackhoes loaders, excavators, pans, trucks, etc. will be used at
the site.
13. PURPOSE OF PROPOSED WORK: The purpose of the work is to construct roads a sanitary sewer
line and a wet detention pond at the site.
14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN
WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS)
There are approximately five acres of high quality wetlands located at the site. The wetlands will be
preserved The majority of the impacts will be to a stream channel that has been designated as unimportant
or without existing uses by Mr. John Thomas and Mr. Ron Linville.
15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR
NATIONAL MARINE FISHERIES SERVICE 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 CONTACTED:
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFFICER
(SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA
WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED _.
17, DOES THE PROJECT IN',i'OLVE AN EXPENDITURE OF PUBLIC FUti-DS OR THE USE OF
PUBLIC (STATE) LAND? YES ? NO X CIF NO, GO TO I6)
(a) IF YES, DOES THE PROJECT REQUIRE PREPARATION OF AN EN-VIRON?IENTAL
DOCI:NIENT PURSUANT TO THE REQUIREMENTS OF THE NORTH CAROLI-N-A
EN`'IROLNtiIENTAL POLICY ACT? YES ? NO ?
(b) IF YES, HAS THE DOCLtiIENT BEEN REVIEWED THROUGH THE NORTH CAROLNA
DEPARTMENT OF ADMNISTR\TION STATE CLEARINGHOUSE ?"ES ? NO ?
IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCLtiIENT.-\T ION FROM THE STATE
CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY" ACT.
QUESTIONS REGARDENG THE STATE CLEARNGHOUSE REVIEW PROCESS SHOULD BE
DIRECTED TO NIS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTNIENT OF ADNINISTR-?TION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003. TELEPHONE [phone].
Is. THE FOLLOWNG ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED
ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OF FILL NL-?TERIAL FNTO
WETLANDS:
(a) WETLAND DELINEATION ?L-\P SHOWING ALL WETLANDS, STREAMS, LAKES, AND
PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUI IMERS 14, 18, 21, 26, 29, AND 38).
ALL STREAM (INTERMITTENT AND PERNLANENT) ON THE PROPERTY :MUST BE SHOWN ON
THE NLNP. NLkP SCALES SHOULD BE I [NCH EQUALS 30 FEET OF 1 NCH EQUALS 100 FEET
OF THEIR EQUIVALENT.
(b) IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF `VETLANFDS TO BE IMPACTED BY
PRODUCT.
(c) IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS
RELEVANT TO THE PLACEMENT OF THE DELINEATION LIN+B.
(d) ATTACH A COPY OF THE STORMWATER NIANAGENIENT PLAN IF REQUIRED.
(e) WHAT IS LAND USE OF SURROUNDING PROPERTY? Residential
(Q IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? Sanitary sewer
system.
SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE US INLAY NOT BE IMPACTED PRIOR TO:
1. ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2. EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY
CERTIFICATION, AND
3. (N THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH
CAROLINA DIVISION OF COASTAL NIANAGENIENT STATIti"G THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLNA COASTAL .MANAGEMENT
PROG
ZOL'S/AGENT'S SIGMA A
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVIDED).
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Source: USGS Topographic Map, Guilford Site Location Map
Quadrangle Dated 1951, Photorevised 1994Hickswood Road
Scale: 1" = 2000' 1 N G I N E F R I N G High Point, North Carolina
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- ~ ~ _ _ ~ ~ , , % ~ . / _ - : - - _ - - • . , , /S Tt? BE SC064£D AS A 51~PARAIE TRACT. ~ ~ ~ _ _ ~T~..
~ _a ' ` ~ ! ~ ~ _ - ~ ~ ~ IA~V(n` CU-P1~4 AMl7 RS-15 i ~ / ~ ~ _ ~ Bl'A'LT-~ A~A~~~ t2.5 A&, (tlTx) .
I f { i i i g ' ~ ~ ~ i ~ / ' ~ DYSTitNGl~' TO FCAADMS4Y = 0 ;
` - ~ ~ a I ~ ~ ~ i MENDOVER LANDNJG PARTNER, LL.C, Z ~ ! ~ ~ , 1 ~ LOUI J. FISHER Ily I ~ f', ~ D.B.2459j743 ~~I~ , ' .1~~ - _ SA1L TYPE MUGERATE (ApC) ~ ~ , 0. ,3,TeoE-`6°I7 r ~ ~ ~ ~ LWA~VA 010 AND PROlEC1ED ORAAVAGEII,'AYS U
J ~ T.I~ 293-2~1 3 ~ ~ p~+d fife, ABETH FISH ~ , ~ ~ ~ 8~4 2 ~ J ~ / THE 6~1OGS OEVELOPWENT TRU5T 'P , Q~B`~ / ~ ~ ~ ~ AYfRAl,E ,SLC~°E = 7.5~•
- , E1D: U-H ~ D.B.. ~ ER / ~ ,C 9 ~ 3047-968 f ~ . LAN D L , VACAN M.2 - i ' 1 94 1 11 , r ~ Z RS-15/ ~ ~ y / D.6.4450,131~ ~ .IM; LAMD C04ER.• 100 SIIPEAM BUfFER AND MIN. 17X OF IRACT ' ~ ' IAND USA " 11AL/ACRIQIKTURAI' ~ ~ / - " Z~kt-1 - - '
_ ~U-SC ~ , / ~ ~ ~ ZONED: RS'-y5 RCANOlRF CGWIROt: ANNAIIf/M RE(XIAPEMENIS 1.- i ~ / ~ ~ ~ = _ - - 4~~ESI /Af,Mi1CUL1UR 51~'WACE DISPOSAL: PVJQ'JC SE7~7P
' - Lyy~p ~ _ i , ~ ' ~ , = ~ - - SIREEl3:• PIPED 1N1H GY/RB AND CUTTER , ~ ~ ~ " r _ ~~v ;
_ _ _ ~ ~ i IN HIGH POINT ~ ~ ~ / ~ ) CORPOR ~ ~ ~ _ ' , 1 _ - ~ - - - _ , " ~ ~ ~ ' ~ ~ ~ •jpACJS B. C D ~ £ ONCE DE4EZU°ED, N1LL RE(X/1R£ 1MCJ ~ ;
AtE LIf~ITS ~ v _ ; \ I~ i l ' i/ i ~ i ~ 'r' ~ - - - - _ - - ! fIERMANENT MET GiE'IENI)O1V PONOS,• HONE~E•R, PNAS~' OIaE ~ ~ " _ -
OUT sT 1o92f _ ' ' • ~ ~i _ MKL NOT NECESSITATE CANSIRUCAAN UR' THE FIRST POND. / ~ ~ ~ ' Aa na~NLr ~vifo - GWl,Z' PHASE' IMt7 A4 PHASE 1NREE /S CLWSIRUCTED, PLYVD pL ~
4sa. i ~ . ~ 1~ ~ 1 51~?' y ~ " ~ i ~ ~ ~ ~ - _ _ NUMBER 1 MILL NEED R7 BE CQNS714CIC1ED. TRACT MKL ~ - ~ ~
~ ~ ~ Z ; I ,1 ~ 4~p ~ i ; II _ , ~ ~ ~ / ~ ~ - ~ _ _ _ RE(X/lRE GWE' A4 MQ4E PERMAN£IVT MET DElEN11GW PGYVOS 4' " _ ; ~ i - _ - ANO THE WAIERS~IE`D PLAN N/LL BE MLLO`F/ED A1K~ A PLAN
~ _ 11 0~ / r ~ i ~ _ ~ ~ t ~ 1 ~ ~ ~ --r• i _ - - - _ _ IS SUBM'TTED FA4 THIS 1RACT, HAVER Y ~1 , '
. ~ ~ r R 1x264 .1 i _ , ~ i _ ` 130' 4 T
~ ~ 1n Aw n~ r ~v~n ~ , ~ 1 ~ _ - ~ ~ ~ s7xr ~ 1` ~ ~ / ~ ! p 9, oo sF ~ D,too sN ,too sv. , ~ 9aoo~'. s,iao sF. n 42a sr. zr 1 - 4 WAlERS7/F.D DATA (CLMlBlNEOI t" p 11,07 5f• ~ P,109 fiF. 9.100, Sf: ~ _ - n h ~ _ 33 9,202 sv, IONING• CU-POR AA~D RS-15 t S ~ .
~ % ~ ~ ~ o~~ \ 35 PD 830 ~ ~ neo'i ~ ~ i ~ , b R - ~ ~ ~ ~ S3 , ~ ~ ' " - BUILT-UPGYV AREA = 116.8 AC. (124X) 1 >42 ~ 41 40 39 3a 37 ~ 34 ~ _ ~ >
' ~ ~1 ( - ~ a 1 ~ x' 1 n I1 n ~ , / , 36 35 - LHSTANCE 10 ROLiDWAY 0 n ~ - 130' - V
' a ~ ! i n .1 ~ , % ' , axle S~ ~ n ~ ~ v, rn , I '~1 ''.1 ~ ~ 1 ~ i 1° eu. j ~ / ~ ~ 25' 20' NAIUPALI r e?m SOIL TYPE - SLIGHT TO SEbERE (ApB,APC, a0, GCB, Nh) - 76' i - Bt/fFE]P S~° L)RAINAGE.• PROTECTED ORA/NAG~'WAYS ~
W y"~ ~ ~ ~ 1 11 ~ I ' ( I I , ~ 70'. 70',, 7 ~ b 9,ioo 9F - ANERAG~' STA°E = 6-fOX A12~RAGrt: v LAR
y07~ VI ~ i ~ ~ 11 1 _ i/ ' ~ _ , - r. 1 i o N "1 ~ ~t ~ ~ ~ ; I LANG CO~ER.• 100' STREAM BUfFERS >o ~ ~ _ RUNOFF CCkV1R~: Nf'7 DE1ENTlON PANOS ~
~ ~ X11 ~ ~ l ~ ,900 i I i ~ ~ ~ 1 t3D i SEWAC,'E DISPOSAL: Pl~IC SE'NE14
a ~ 8S ~ 1 + i ~ 3 ~ I J 1 ~ ~ S 1S• PIPED IN1H CURB AND GUTTER TREE I as' s5' i ~ ~ ?e• - - - - -zo' as' e . - ~ 3i 9,10o sv.
i i ~ ~ 1 ~ 1 i 1 1 j _ ~ \90~ ~ ~ ~ g R ~ z ~ ~(ASE• 1 WAIERSJYED DATA
h ~ v' Y ~ ~ ~ 1~1' ~ ~ 1~ .n 11 12 18 21 I ZCNING• CU-P19R AND RS-15 ,lob 9,39 sF, ~ - ~ ~ N t30' ry...._ _ a BUILT-UPGYV AREA = t4.! AC t23X
~ 9,n1 sF. I ~ ~ ' 47 19 , ~ 2 T~9~0 SF. n _ _ of of t ( a, 5, 5 ,475 425 S' -u,os7 sF.., ~ ~ N ~ ~ 0 ~ o; ~ I ~ DISTANCE TD fIOLtDWAY = 140'
C ~ 'F,x~. 1 ~ ~ k~ ~ .X ? ~ `,r ~ ~ ~ } ~ ~ ~ ' 8,434 ~ 0 30 ~2 ^ , ~ SGYL lYl~ = MLbERA1F MOSR Y A C /N BUILDING SITES)
v ~ r d' r I 4 ~ A ~ ~ ~ ~ x s- ~ 14A l SO' ~ ~ ~ , ~ - N, ,ergs lip' ~ ~ ( P s0' ~ es ~ gay ~ ~ ARAINACE. PROTECTED ORA/NAGEWAYS
- ~ ~ 120' ` ~ , - _ _ m s - AI~ERAGE SYOPE = 6-fOX AVG ~ Q ~ ~ ~ ,..140 _ _ ~ ~ 22 ~ 131' i , r , ro , _ _ - ~ „ . ~ a ~ ~ LARD COI~f1P.• 100 STREAM BUfFEIP AND >?5X A~ LOT
~ W ' ~ ~ ~ • ~ ~ ~ Y~ f ~ ~ 3 ~ 15 o7s~ 5 2 ~ ~ _ / ~ _ PROPOSEl1 WET o ~ ~ ' " ~ b ` o • ~ 7,e79'sF. RUNOFF CONTROL: M/N/MUM REIXlIREMENIS 8 io;9oa sF• 13 ~ 1t6' _ ~ 2g a 2aY sv. ~
- P , n P , ~ ~ DET`ENTION POND, 4~•. $ ~ R ; - z ~ SEWAGE DISPOSAL: PUBLIC .51~1f£R n w. z ~ • r 4 1 fs,7df sF. ,m 04• STREETS PIPED W11H CURB AND GUTTER
,\'p 8 • ~ Z.,~
8 ~ ~ ~ 2 - ~ 1~3~ t3, 78 SF. 13sf` y ~ PHA 2 WATERSHED DATA ~J 7 ~ r' 079 ~0 b
i ~ J ~ I ~ ~ ~ ; ze. 20 s f. r ' ~ w; a r~ ZANING.• CU-POR CL USTFR ` ~ 4 , ~ r ~ 28 10,2ae _ _ - BUILT-UPON AREA = t2 7 AC. (t4~X)
DOUGLAS E.. WILSON ~ @~ ~ . r r r r _ - , D.B. 4247-999 , ~ ~ ~ r,' ~ r r ~ r r r ~ ~ ~ . ' 26,992. ~ 1 o^` ''s• - PERMANENT POND N0. 1 REOUIREO
T.M. 212-1-2 r' r' ' r r r i r rrr 4 ZONED: ~RS-15 I 0' I ' ~ ~ .'r d. r r r r _ ~ r ' ~ i4 ~ 24 ~ ~ ~ 16 ~ 8 ~ t p ' 15 60 , w
LAND USE: RESIDE~lTIAL; ~i ~ ~ r r r - H ~ ~ j ~ ~ '4r ~ ~ ~Jr~_ _ _ - ~ ~t,o7o sF: n a46a sr. _ - - ~ n~ 1 10 SF. ~ 0~ 27_ - - fi
W f~ y ~ ~ rrr i m ~ ~ ~ ~ ,r , _ _ ~ - rrrrr rN~ ro~ _ - 22,129`5F': - 6,9 ~ 17 1 12136 SF. ~ r _ Wotershed RaHew Commiffee Endorsement B/ock.• ' r ~ - ~ ,
°w. ~ 25' - _ 7hi Watershed De~J ert Plan is roNSd b fhe Watershed Review Committee:
rn \ W r r _ ~ , ~ a m _ ~ ~ ~ ~ , Y4 ~ ~ 17,750 SF. 715'_ - • _ ; Rf • • ~ - -
- . _ N N ~ x i 17, a SF.; '1 ~ i _ - _ - ~ _ ~ , ~ irector o /arming and evls/gomenf ote -
o ~ ~ ~ _ ~ w. 10,007, s, z - . .
~ - E ! t • . r~ I ~ ~ 1a.eBe sF. 16 ~ m J J ~d B J9'48 ~ 1 1o,e51 sF. 9 n _ ~ - - _ ~ • • • . , ~ ~ ~ irec a of Public ervices ate
w,e24 sF iF r ,
\ , i • , , r~ 1~5.T72 SF. ~ ~ ~ 10,797 ~ ~ 7 - ~ ~ x i ? 8d' ~ 1 . 0 Sf. ~ - ~ ~ T ,g.~ $ ~ 'ten„+~~+ _ ~ ~~..PO~T`C Director of enfro/ ngineering ate
N/F BERTHA WHITE ~ ~ ~ \ T t 0 10.749 SF. 6 _ 5' o y • • ~ ~ ~ ~ / ORPORATE UMITS 10.749 SF. " ~ I q • "
[ D.B. 92 ~ ~ ~ ~ eb 10;17 ZONED: R -15 ~ I i 1 ~ ~ ~ 11x•, ~ `~~110 es' ,10,?!7 SF, 4 ~ ' 27,592 SFJ _ ~f~ ; 1~a22 SF: 3, ~ - ~ ~ ,
LAN ~ / 0 ~ ~ , r,~ D USE: RE DENTIAL ~ _ ~ ~ r ~ • i es' . - ~ 12694 Nc. J / `
• ~ r 7~' i life fdFowing land uses shall be permitted within the individual tracts of i t , 4y ~ e,~ ~ 85
the Planned Unit Devrlapmenf sub~ct to the deve/apment and 'NIP ' ? 1 ~ 1 ~ IP 1 r. ~~r ,r ~ ~ I am ~ ~ ~ , ~1 86 ~ re _ _ ~ "
" a9inenskrral regr~irements of the Devaa~opment GYdinance, the oppraved ~ l/ / % ~ ,I , I 6 , P/avlned Unit Osvsl meet SXretch P/on and the ecifrc conditions fisted 1 ~ • ~ , F 16 70' m ~ o ~ r fR 8 Q x 13,479 SE. ~ / , ~ - e1~ f n n ' .i ~ ~ ~ NCGS OAK
iii, 1'Mhis P'enr?IL a - ,y ~ ~ 7a ~ 7a ~ ~ 3 36' PLLI ~ NAD83 COORDINATES
4i a 20.ee3 SF, n 1 n 9 N ~ ~ ~ ~P ~ . , . r 1 20 i 7v ~ ~ 1 1R~4CT A• Any of the land uses allowed in the Resiobntia/ Single _ _ 0 v~ v'~ ; 1 ; 11,211 ~F. 2~ g ~ I ~ 1 7 Si. 80 r*~. i ! , (TYPI,CAL) - N=252,359.071 meters
FamN 9 RS-9 District .gall be evmitted su t the ~ - ~,~n o. 22 .J" ( ) P 67ec to w ~ ~ti ~ , ~ ~ . ~ iL903 ~ 9,559 sv. n 23 i ~ 10,5 ~ ~ N/F v VOINEY HORNEY E=523,259.052 meters :24 ~ ~ ~ ~ ~ ~ ~ ~ P.B. 115-oas COMBINED FACTOR=0.99992
b'eNN f and dimensionar ~r irements of the RS-9 District ~ ~ ~ - ~ ~ ~ ~ 9.ta4 :24 ~ ' ,i ' ~ •067 SF. ~ ~ , e1tiGlJ)Dt fYMt side yard setbacks 9h0/l be a miniml/m Of 7.5 /eel ~ ~ Y~,<'i I 115' ~ I ~ r ~ 9.6~ X9723 SF. ~,9' ~ ~ + T.M. 212-1-18,-~~ F. 25 -
fid'h'ierrn4re~ lots within t50 lest of o Residential Sfn a Fomryy-1? \ ' ^~q _ ~ ~ ~ ~ ~ ~ ~ 6 ' I ~ 9l , j .!yp . ter ' as' S. / , 9~723 SF. ~ SY lei I i ZONED: CU-AG _ 26 r w9, SF. ~ i ~ ~ 1 ~ ~ ~ r ~ USE: LLULAR TOMI@R/AGRICULTURAL .
(RS-f?) Distn~C't shad' be ds?e%oed ,h occorobnce with the rear ~ _ ~or4 setboa*s of H?e R5-1? District. ~ ~ ~F / ~ ~ • ,~t ~ 7p' ~~o' ~ 0.3a1 SF 9,602 sf a 2T ~ , ~ ~ ~ 3
\ 13' I ~ 0 ~ ~ \ q ~8 r ~ / INE o ~ , 9,ae~ sr. 28 ~ OR10 TIE ,L 1277.68 , E ~ ~ ~
~cr,~t Any of the toed uses allowed in the Residential Single ~ ~ ~ , • ~ ~ fdsNy~-9 (RS-9) District shall be permitted sub~ierct to the ~ V ~ . ~ ` ' , . ~ ~ i
c abw/ ent a»d dhnens/onol r irements of the RS-9 District 1 ~ ' ~ 37 36 ' 3~ ~r ~ ~ ~ ~ tease sF. ~ v 4 ~ ~ rs sr , 12,202 sf;. 1 - ~ ~ ~ ~ N 8
Iura4pt that ~rlde .1a'~ setbacks shall be o minimum of 75 feet. ~ ~ I r ~ y,1~ ~ ' ~ 33 ~ ^ ~ ~ ~ • ,185 SF. f,118~ SF. ~ 9 255 SF. ~ ~ Fur~rrna?~ lots within /50 feet o! o Residential Sing/e Fomr1y-15 ~ ~ Eb~p1 ~ ~ ~ 9t76 sF ~ ~ i ~ I 10,aA9 SF. ~ w4~ ~ O 'EIP ~ ~ ~
J N ~ 3 (RS-l5~ Oisbiet shah bs develgoed xl occardance with the rear i < ~ p ~ i ~ _ 376 SF' . 9,t70 sF. n 1 ~ M I _ _ '9170 sv. 3 ' r
fwd setbacks of the RS-15 District. ~ a ~ ~ z ~ ~ ~ ~ ~ i ~ f' •,r ,h~, ~ ~ 9,22J i ~ N w i e5 85' 65' ~ ~ 9 22~ Sf. 30 - . ~ • ~ ~ I ~ ~ ~ ~ - ' V 56 ~ ~ •
An of the /and see /low m the Re ia4~ti Sin l ~ ~ ~ ~ ' ' ' ~ ~ ~ es' 1RACT r«• y u o ed s a! g e i Na, ~ ~ I ~ ~ ,r , ~ ~ ~ ~ R, 10,003 ~ - / ~ I I ~ _ , - ~ - - 9,83J / ~ ~
. fanv~' 9 RS-8J Oistricf shall be pamritted sub ' t to the ~ W , T a~ ~ ~ ~ 6 devn??opment and dinensano/ requirements of the RS-9 District, ~ N No . R- ' a ~ • / 9
W t 0 excgot that side stud setbacks shall be a minimum of 7.5 feel. ~ m ~ ~ . 1' , d i ea ~ 1 t7 10.427 ~ ? ~ ,0, i ' 4 : /
t 1Bd~L11• On/y townhouse dwel/legs or sing/e famil detached ~ o ~ / ~ ~ ~ ~;v ~ a l in R i i Al ti m . y - ~ < / E ~ • ~ ~ , P 7p.~ ~ - . 10,955 Sf. w? / ~ ~ NCGS "WELCH" _
dweNdegts, s olowed the esdent of u/ fo dy-8 (RM 8) J I . ~ ` _ - • " 19 _ _ _ ~ r ~ ' ' NAD83 COORDINATES
District shah be ermitted sub ' ct to the lave/ ant and n ~ I i ~ - - - ~ ~ r P r'e ~ w 20' nae~c r Av£s~Rr£U ~ . * , ` ~ ~ ~ 41 ~a' - a' dimensional requrements of the RM-8 District. A maximum o!° ~ s~ ~ ~ . ~ ~ i i ~ ~1 43 44 - 45 - ~ _ ~ , . ~ 251,957,330 meters 3r• . o ~ -
- - _ ~ 4 toMrrhouse dweller units er burldin shall be ermitted. ~a `x ~ N '2o'le1 sF. ' - - ` ~ ~ N., 7 9 P 9 P ~ f ~ ' ' ti•~ 5~ r 4 - _ ~ ~ q - E=523,226.221 meters
it • 42 . 9643 SF. 0!0 SF. '9 N6 SF. - . R_ - - _ ' _ ~ _ ~ ~ ~ - ~ ~ ~ti ti~ - ~ ~ _ _ .'tD,027 Ss. - ^,j,~:• Any of the /and uses allowed kr the Rss/a~entia/ Sing~'e 1 - - - 54 ~ ~ . _ , _ ~ , ~ 10.931 sr: / ~ ,
- r ~ ~ ~ r. ~ 10,324 S~ - f 1 Fd~~-9 (RS 9) Qistidet shay/ bs permitted sub~rct to the ~ ~ ~ _ ~ ~o,1#i SF. io;l;ti sF. 49 - ~ i ~ ~ V ? ~
de?elgoment m+d dimensiono/ requirements of the Residential \ ~0 ~ ' 1~; - ~ - Single Fam~y-7 (RS-7) District, exc~t that side ynM setbacks ,I ~ ~ ' . - ' , ^1oa1~ u v ' - 50 • • ( ~ 1 ~ 10.114 SF. ~ ~ ~ ` ~ ; F-
shad/ be o minimum of 7.5 feet ~urthevmore, lots within 150 feet ~ ~ ~ ~ ' ' ~ ` _ 4' \ + 11.034 5F. ~ + ~ ~ \ z • • F,+ ~ _ " = 1 ~ I ~ o TRACT DATA
r .e. of o Residential Single FomAy-15 (RS-15J District shall be ~ d ~ ~ / i
dewlgosd m accordance wrfh the dimensrona/ requirements of the' ~ ~ , r , ~ ~ • ~ ~ _ ~ ~ ~ t • di ~ Reslabntla/ Sih /e Famr1 9 RS-9 District, exc t that rear d \ ' - ~ - ~ _ • 9 y ( ) eP l'am' ~ Q' , , , , - - ~ r - + • . ~ ~ - / ) - ~ ~ TRACT A' - SINGLE FAM/L Y RESIDENTIAL - . ~ _
setboalk requirements shall be ,h occordonce with fhe Residential % ' ~ ~ ' PROPOSED' ~'ET - - - _ / ~ ~ ~ / ~ ~ Y ~ ~ ' ~ AREA WITHIN CU-PDR = 1 L 01 AC + • - - ,r • r NUMBER A~ LOTS WI1hYN CU-POMP = ?6
Single Fomilj~t5 (RS-15) Districf. r' _ DEfiENT10~V POND ?V0. 1 ~ ~ ~ ~ M L is tz£cnfrcc umm • ~ ~ - ~ DENSITY W17HlN CU-POR = 2.36 " - + ~ _
Esur. eanr sraES . - _ ~ - ~ i - _ ~ i An o/ the land uses of%wed in the Residential t'"'Y A TRACT F y , o E - ~ • Alu/tifam~y-l? (RA/-12) District sho// be permitted sub~ct to the ~ ~0' ~ r ~ ~ AREA 1N1HlN RS-15 - J70 AC
~ ~ 1~. r r devwlopment and dimensional requirements of the RM-12 Distrct. ~ . ~ ,i / ~ i:" 2 \ ~ NUMBER LOTS W11H/N RS-15 = ? • r•? ~ DENSITY IM1N/N RS-15 = 0.54 f~
Onl say e-11;mA' detodred dwellin s and or common area en \ ~ , ~ : ~ . ~ ~ - " ~ - _ . . ` - ar , TOTAL TRACT AREA = 14, 71 AC. ~ - R _ _ , TOTAL NUMBER Gtf• LOTS = ZB _ ~ ~ ~
space shoN be permitted shough of Hickswood Rood and west of ~ \ ~ - - r , ~ t ~ ~ ~ .r...~. the stream. _ , _ _ COMBINED OIE/VS/lY = 1.90
~ - ,y ~ _ • _ - - ~ 0 I LINEAL FEET /N NEW STREETS = B25
7)lere shall be no ofllc or commercial uses ermitted within ~ ~ ~ ~ - _ ~ p h ~ ' 1 - i / ~ ~ . _ ~ - th/S de ant. I ~ / , • ~ ' ' . ' ~ ~ , _ _ • ~ \ - _ ~ • i ~ ~ ~ ~ ~ , ~ • ~ ~ , ~ ~ ( \ TRACT 6' - SINGLE FAMIL Y RESIDENITAL
- ~ ~ / ~ 4 ~ ~ y ~ - - _ _ _ _ ~ _ ~ .rte _ 2`3 ~ AREA W1TN/N CU-POR = 11.97 AC. , ~
m - ~ - ~ ` CREEK No multilomi7y residential deve%pment shall be permitted south ~ `~J` • ~ - " ~ ~ ~ ~ ~ NUMBER OF L 015 IN1H/N CU-POR = 30 ~ ,750 Sf. Sp _ \
of Hickswood Rood. V ~ : ~ ~S . ~ • . ~ " , . ~ . " ~ ` , ~ - _ - - ~ - _ - - - - ~ _ _ _ i ~ ' ~ - r _ 24 ~ ~ ~ \ ~ ~ DENSYTY W11X/N CU-PDR = 2.51 ~ ~ ~ I AREA N9TN/N RS-15 = 2.03 AC.
lhe /ocotrorl of permitted uses, streets/drives, open space ~ _ _ ANN TURN LANES r _ ~ . _ _ - ~ - - ~to,De1 sF. ~ ~ ~ ~ , ` NUMBER OF LO1S WI1H/N RS-15 = 2 ~ ~ ~ r - 6 es' ~ ~ I ~ ~ ~ DENSITY W11J5'lN RS-15 = 0.99 ~ ,
and commas recreotiono/ facilities and the density~ntensity ~ ~ _ ~ " - - _ _ - - _ ~ ~ _ .Sh'DJrN TD >wt~T LY. x:6.0. l - _ - of those permitted uses shall be in substontio/ compliance ,4i _ _ - ' --tea _ - . - _ STANDARDS - - _ - i -1 ~ - ~ ~ TOTAL TRACT AREA = 14.00 AC. ~ A \
with the opprovuo'Sketch PJon and Unified Development P/on. a -------------r, - _ -e - ,•"~~r 3 ~ - F ~ ~ ~ ~ ~ . \ ~ ` ~ ~ TOTAL NUMBER OF LOTS = 32 ss• ~Q 2G I ' ~ ~ ~ ~ COMB/NED DENSITY = 2.29
y A 27,129 SF. _ _ _ - \ - • - &rsl~iic 9EFORE R RELOCATION ~1-'' - - _ _ ~ r'~ ~ ~ ia,212 s~ 27 28 r ~ ~ ~ ~ ~ LINEAL FEET IN NEW STREETS = 0 ~ ~ F rj.~ ~ 10,370 SF. ~ ,Nr n 29 ~ ~
53 CS ~ ~ ~ ; _ ---------L~ ~ _ 1;,_..a ~ rsEtEClRicanu~r • 830 q 1oa1e sF. '1°,032 sr. ~ 1 ` ~ _
~ 2 _ 26 , , ~ ~ ` - _ - - ~ - - ~ -?A!'t7~ENf - - ! rr ~ E,SYT. PDA1 StG1E'S s~ , - ~ , ; ; ` F1 ~B1Z ' - - - - _ _ _ _ - - ~ - _ - 52 - . 1oa2A 5F__ - _ „ , - 10457 SF 10;203 sF" 3 ~ ~ TRACT C' SINGLE FAMIL Y RESIDENTIAL \ ~ ~ ~ J ~ ~ r TOTAL TRACT AREA = 18.69 AC.
~ - 44.86 SF. a~ ~ , , ' _ 1 15 ` ~ -a__` - •~err+ ~ o' ~ " ~ - } ~ - _ ~ ~ ~ ~ 10,066 Sf. - ~ _ ~ ~ a1; - I ~ ~ NUMBER OF L07S IN TRACT - 61
AFTE$ LOC~ON ~ ~ i. 1 N - ~a _ ~ eO• ~ ~ A~ , ~ ~ L7ENSlTY WITH/N TRACT = .~?6 20 ~ ~r ~ "1 ~ ~J_
- _ Z i r / ~~0 11,944 SF. R ' 10,416 SF. _ ` r i r ~0 ~ \ ~1 _ T r a _ ~ rc r _ - n 12301 SF- ~ \ ~ I 1 ~ ~ TRACT D' - MUL TJ-FAMIL Y RESIDENTIAL
_ - ~'lr~. r~ ~ , ' r • ~ ~ 12.8 - ~ ~h ~ ~ ~ - ~ - l i r TAL TRACT AREA = 6.3 AC. ~ 19 ~ ; I r NUMBER OF LOTS IN TRACT = 32
, 11,ooa, ~ • ~ 19S ~ 23 ~ ~•4 ~ ~4 , ~ 22 21 _ _ • ~ ~ . 4 ~ _ -9;934 ~F. ~ ~ L ~ DENSITY WI1N/N TRACT = 5.08
12 SF. W 2O \I t ~ ~ ? 29' 2 ,3os ~ n 2 , , ea, ~ COMMO A ` CE ROIF CDRP, 9 ,18 ~ - - ~ ~ ~ D..,4431-1191 ~ J ~ ~ TRACT - SINGLE FAMILY RESIDfNAAC
12,x75 sF. em• 9,796 eo• ) ~ ~ D.B. 122-107 J TOTAL 1RACT AREA = 15.96 AC. 9 T.M. 212-1-
- - ~fb , - , 1e ooe sF.. s44 sF. $ 1 ~ \ ~ ~ 9J. C~\ < 11,411 SF. . ~ © R ~ \ ! ~ • a• _ - - ~ ` - ~ - ^ I ZON - ~ / I NUMBER OF LOTS IN TRACT = 42
~~TS ~r h ~ ~ ~ 12,339 SF. ~ 1 r ~ - e 3 e• ~ A 17 11 1alsssF. 1 l r if ED: CU-R~L~-i - ~ _ _ - - DEJYSITY W11N/N TRACT = 2.63 5 POA ~ ~ LAND USE: VA ANT - - ~ ~ 1a,19s sF. 85 s a3s _ _ ~ TIPICAL ~ \ f
~ , _ kRE~-, ~ ~ ~ , 17.17s ~F. a~, _ 1o,e~e sF. n ~ : d~~ 16 _ - ~ 1..- - - ~ r ~ I ~ 1RACT F' -MUL 71-FAM/L Y RESIDENIAL •
d~ n \ eD• 1 . I - F.~cnNC \ TOTAL TRACT AREA = 19139 AC.
~ y sg. 10,043 SF. yA,- \ I M 1 a L ~ j PeRMANENT NUMBER OF LOTS IN TRACT = 116
i ~ 114249 SF. ~Z155 SF. 11,994 F. 1~- - _ - DENSITY WHIN TRACT = 11.29 ar , ~ AND -
12 89' ti y - -t_'- ry~e 10.042 SF. .,n
0 0 • 70 2 6 gg . • a J \ o"i 8 10,086 SF. 6 R~110 1 ` 1 SITE DATA 1
CL 6s• t 5 1 9,684 SF, 13 850 ZONING- CU-POR & RS-15 17,354 SF,
r Q \ 9140 SF. RI o 1 17,354 SF' / s+• 7 1 11.956 SF. I ro 1 8 9 'o P 1 10144 ff TAX MAP NO.: TAX MAP 212, BLOCK 1, L0T J 10
\ d / / 1 6,115 SF. h o I ti 4 ey -T- , 'r - _ TOTAL AREA.- 105.827 ACRES (EXCLUDING HICKS#009 R/W)
41 1 1 1• +1 18( \ 1 30 PDA ee 9,245 SF, 837 • 1 \ I SF . gyp. isa + 1 .14371 ~ 11;423SF, ~ 20,192 CAtlMAN AREA REWIRED - 10.3 AC. l o - 91,476 COMMAN AREA W;HlN 100 YEAR FLOOD PLAIN = 9.0 AC. 5 e I I _
1~ 1 G / 11,138 SF. + jp 3e L I - COA/MAN AREA OUTSIDE 100 YEAR FLOOD PLAIN 14.1 AC. 14,167 SF. g ~S' 9 L -1- L t- TOTAL COMMAV AREA PROVIDED = 2J 1 AC.
\ 1 i1• 42 65• 10.718, SF. 12 14 1• 1 ti _ 1 10,626 SF. 7 138! _j COA/MAN AREA PERCENT - ?fit
NUMBER OF UN/T5' - 411 9,454 8 R~ 9 - - - - - - - - - - - LINEAL FEET IN NEW STREETS = 4,775'
9,7P2 SF. \33,880 SF. 43 / 13 1• a 84' g 84' 303, - . _ 91' W. 9,717 11,148 SF~
TRACt es' - 103.38 18143 SF. \ 1• \ / / ! 7 SF F. ; 99, ZONE CU--PD 0 R-11o' 1 - - - - - - - ~ 33r I r- 'I i 11 Q ZONEQ -RS-1 162' -1 I r- -T -
S44 p 0 ~J 250
1
1 / 45 J NI G~y RA~ Z i v / J A I pa ~Mr~ Neo a 1 TRACT '3' TRACT '4' I _ I I 1E,922 SF. $ \ 70,549 SF. o - f L I
Nrco A R$~13 8 1. I 1 -J
ye ` TOTAL AREA = 109,436 ACRES (IN). STONE ON HIGH POINT'\CORPORATE LIMITS
~ ~ / J 47 J ~ STS \ 1• 856.51 syrr~ -~i•-.-.•,. MASTER SKETCH PLAN
N tar 1 o & WATERSHED PLAN
! 10
/ WYNFIELD 41 ON I I I 190 / PHASE III k I 1 + I 50 TRACT -'1' N FOR
/ P.B. 103-133 ED: RS-12 ' 17,514 SF. 1 !a
i / SI / 5t / 'i'! LAND DENTIAt p v NA DON A WALLACE \ HICKSWOOD FOREST D.B. 3 5-281 A
1 m--- / / / / b?gyp. \ 1 ~ WELL m FRANK CLIFTON POHLMAN IV T.M. 212-1-19 an\}-wife, NOREEN ANN POHLMAN ZONED: -t5 \
SANITARY SEWER MANHOLE 0 STORY DRAINAGE MANHOLE J 52 1 1 D.B. 4302-2059 LAND USE: RES ENTIAL \ Owners Certificate of Compliance: I
GENERAL. N01FS / I ? CURB/YARD INLET 1 ~ op. ..212-1-4 Z RS-15 _ l accept this submission as HIGH POINT TWSP. GUILFORD COUNTY
© COMMUNICATION MANHOLE 1• COMMON AREA SHALL BE MAINTAINED BYjTHE HOMEOWNERS ASSOCXRON. TRANSFORMER 1. ALL LOTS MEET MINI YUM REQUIRED SETBACK RE-GULA77ONS. I I / LAND USE: RESIDENTIAL - XLE my plan of development and agree to install oll NORTH CAROLINA DECEMBER 9, 1998
LIGHT POLE J. AU CONS7RUCAON 0 COW ORM TO 771E CITY OF HIGH POINTS l J I \ # I I ~ ~ ~ \ required improvements and comply with the
UTILITY POLE STAND4R0S AND SP IFICAR6WS. / J I YARD IlCHT 4. CON7RACTAR /S Rf--VONS/BLE TO VERIFY 174C EXACT LOG4l/ON AND legend conditions of approval. \
+D GUY POLE DEPTH OF ALL EX15171VG UTLIAES PRIOR IO 57RUC710N / y y GUY WIRE 5 77ERE /S A 5• U77L17Y EASEMENT IN THE FRONT OF ALL L075. J ~ y existing GRAPHIC SCALE curb /nlet 100 0 50 100 200 400
FIRE HYDRANT 6TOPOGRAPHY T AKEN 1 l l 1 FROM C/TY OF HIGH PO/NT DIGITAL TOPO. inr invert OMne//Deve%per ~ .~,Q,pte
1 WATER VALVE 7. BOUN04RY SURVEY BY JAMESTOWN ENGINEERING CROUP, INC.. O TELEPHONE PEDESTAL 8 WH£NEWR STORM SEWER IS LOCA7FD &NIND CURB, lT SHALL HAVE ! Z e C .P. reinfa?ced concrete pipe _ son. sonk'ory
`J CABLE TV PEDESTAL AT LEAST 5' OF COVER ABODE IT `J m.h. manhole / s'•'~ z c.b. catch bash? CAR0 ( IN FEET
qM P OVERHEAD POWER LINE 9. ALL EXlS17NC STRUCTURES SHALL BE REMOVED. y/. yard inlet Q~~ ~ /
0/H r OVERHEAD TELEPHONE LINE 10. THERE /S A 30' CURB RADIUS AT ALL IN7FRSECTIONS. NO1F£ 11. THIS SlT£ lS L004TE0 WIIN/N 77l£ CITY OF HIGH POINT CORPORATE LlM/IS 1) BOUNDARY INFORMA7701V SHOW HEREON WAS DERIVED t ~1 R RIGHT-OF-WAY fR?OM PLAT BOOK 129 AT PA6C 0415. (n ti w prmf. pavement 1 inch = 100 & C. 0. clean out
D . DEED BOOK 12 THIS PROPERTY lS PARn&LY LOCATED IN A SPECIAL FL 000 HAZARD AREA AS PB PLAT HOOK 2) TGipOGRAPH/C /NFORAlA71GYV .A40NN HEREGIV WAS DERIVED din. concrete R DEVELOPER EVANS ENGINEERING, i b-b bock M bock 18914 GRoVER SHUGART ENGINEERS, PLANNERS, SURVEYORS
PG. PAGE DE7ERM/NED BY 7H£ DEPAR7i/ENT OF HOUSING AND URBAN DEVELOPMENT. f7POM CITY OF HIGH POINT AR/AL PHOTOGRAMMETRY. G conc. concrete SEAL INC.
EX EXISTING 1J A 10' x 20 TRANSFORA/ER PAD EASEMENT SHALL BE LOCATED, AS NECE5S4RY, 3). 7HE 100 YEAR FLOOD PLAIN INFORMAAON -WOW HERPECW ON THE fROIVr CORNER OF AFFEC7FD LOTS EIP EX[S'11l4G DION PIPE WAS DERIVED fRCM THE fZOQG INSURANCE RA 1F MAP n/f now or formerly ~ ''.9016 MAPLEWOOD AVE.
NIP NEW IRON PIPE PANEL (370113 0004 C, DATED MAY 1B 1998. # ~ po/0 SON-SALEM, NC. 27103 09 DUNDAS DRIVE GREENSBORO N.C. 27407,
PDA PROTECPED DRAINAGE AREA . PHONE: [phone] FAX: [phone] [phone] PROJ: 1082-63 DWG: HICKSWOOMM
qplplll~

""'""Fro °`1°1°" SEEDBED PREPARATION I.o• AN1YE FIDW w. a ar ABDYE - ATION PLANTS d: MIXTURES PLANTING RATES/ACRE PLANTING DALES STAGE-STORAGE TABLE
oF4rM FULL FLOW OEP711 4oOT- r ou rooD aR IItlANiE fE4 IEru (e' ac MAq TALL FESCUE 100 LBS AUG 15-OCT.
1. INSTALL SI1RFAf~ WATER CONTROL MEASURES Af 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SP R CONTROL MEASURES ACCORDING TO PLAN. FEB. 15-APRIL 15 91ALL BE RIPPED ANO SPREAD WITH AVAILABLE. TOP SaL Y DEEP. ELEVATION AREA (SF) VOWYE (CJ~ CUM. VOLUME (CF)
V;~ TDTAL S®BED PREPERAIION DEPTH SHALL BE = APPLY (Z) TONS OF FlNELY GROUND OOLOMIDC I U110N DEPTH SHALL BE 4' TO 8' DEEP. IF NO SOIL TEST IS PERFORMED, TALL FESCUE MIXED 80 LBS 15-OCf. B/5 2,),602 0 IELY GROUND OOLOMIIIC IHAESTONE PER ACRE, 900 POUNDS OF WI1H RID FESCUE 40 L85 FEB. 15-APiR 15 f
DRA93 tNEO ~ q ~ wE- ~o oFUCE, sY MN Ko7N 11DCWRE 7 NoE a SUPERPHOSPHATE OR EWIVALENT PER ACRE, M 'WIVALENT PER ACRE, ANO 1,000 POUNDS OF f0-10-10 FERiWZER PER 816 2Q00J B0J ~I•
sRlAr- Fo oz, x' WDE ~RaAIP ~ aA~ b' - - AA TME LIE E, SUPERPNOSHATEI ANO FERDUZER SI 91ATE, AND FER71UffR SHALL BE APPLIED UNIFORMLY AND MGED TALL FESCUE 30 LBS AUG 15-OCT. ~ AND SEAK~1 LESPEDEZA 4G LBS JA254 ~'G b0 DER pV,
~A1E1tlCAK o~dt APPROYm p FiA91FD STtlE S. LOOSE ROCKS ROOTS AND O1HER OBSTRUCTION! EfKIAt. UrD O1HER OBSTRUCTIONS SHALL BE REMOVED FROM TFE SURFACE SO (UNSCARIFlED) 817 31,505 56;057 d V• ~
MpTM LNEA 4 AEDb, d 9fDMO1T STCRADE THEY WILL NOT INTERFERE W11H ESTABLISHMENT (CAN fE 4AAYEL ~ iLOW k A. APPLY MULCH (GRAIN STRAW) AT A RATE OF 5,i (p FABRIC) + RE W11H ESTABLISHMENT AHD MAINTENANCE OF VEGATAIKIN. '~~17 ~d ~ i1RAW) AT A RATE OF 5,000 POUNDS (25 TONS) PER ACRE. TALL FESCUE 80 LBS JULY 15-AUG B/B J7, LOB 90,864 AND BRON91 TOP 1/l1ET 2S LBS J9, 460
819 41,877 lJQJ24 A(^1,
CHANNEL. DEPTH WIDTH RIP-RAP d50- THKNSS. VELOCITY LINER SLOPE ~ \L ~ OF ~ TALL FESCUE Bo LBS NOV.-JAN. 44,21) y< AND IWNIER WHEAT 25 LBS 820 46/5 174,537 .P
~ ~9~T ND NEE Sf1011D ff TRENCHED r YN - 4,~ 067 d
GRASS 1.6' 3.0' N/A N/A N/A 4.B FPS YES-TEMP. 1.871 ~ „ ~ f~auKO A5 sqw B2/ 51,519 21,604 WEEPING LOPE GRASS 5 LBS MARCH is-JUfE 15 5~ 022 gDpw p^
RIP RAP 1s' 3.0' YES 9+ 1.T 3.5 FPS YES tBR RIP-RAP BAFFLE (~A~D~ 40 LBS 822 56,524 277,626 p p~
- - SILT FENCE DETAIL TRAPEZOIDAL CHANNEL NTS .5$077 1'~N~ ~ COM910N BERMUDA GRASS 8 LBS (HULLED, APRILS-JVI€ 30 813 6,629 ,J~7pJ RDA HICKSWOOD
~ 10 LBS (UNHULLED) 2. FEB.-MARCH 64,237
824 66,835 4089,55 q~ HAVE Y N
I ~
T I g CE ci
ti o: 5
~P d >
9 ~ { A W < 9 G
WILLARD RD, ~p ~ d
A d A
- VICINITY MAP
_ -
~ ' S7E DATk PRE-DEVELOPMENT
DRAINAGE AREM t34 ACRES a1o- (5.75Ko.J0)(34AC~ ~ CFS
POST-DEVELOPMENT
_ DRAINAGE AREM t49 ACREB ota- (a7s)(o.s9)(4AAC)' na cFs
flOND IS DE516NED to S70RE VOLUME BETWEEN PRE-DEVELOPMENT AND POST-DEVELOPMENT RUNOFF.
. r TEMPORARY SEDN1E31T S70RAGE:
NO SE08ENT Fit011 CONSIRUC110N SMALL ~ Al1CWED TO ENTER POND- ALL EROSKIN MLL BE HANDLED BEFORE SEDIMENT
WILL ENTdt POND.
- 4t PETrMAFFJFT 9D~E9F? 5101A0
_ 43 ~ REOUIED. tro AC-N/AC x N AC ORN4~ NEA. 29,234 6
45 tDP EIEVAlIOF eILO PROwEO~. 29,803 a 46
- PERMANENT WATER OUAUTY POOL:
REOIIIXED ~ 0.B N!-AC/91 x 49 AC ~ 142.299 CF
42 10P ElEVAlt01 (10L 10' DEFP~ 8ffi0 PIIO'rDED • 1N,238 6
PgVO AIArW/fNAhYl° EA.SEA! T _ Q4ASS LINFD E7/fIPGOVCY,SJ°lLLMAY R7 EXIDVO O~f74 AAm 217' YU4 48
W/ IFMP. LINER C125/C BY ]VA?AY WT+.sI~ rc~ ~ DRAT A,MfR/CAN Gi4EEN' AP AR°ROFfD FFUCIR.E SPUwAr.
FOY/AL- .SFF RETAIL DESGN sTGRM• 10 YR ¢9 NOTE: SPLLWAY DESICNm fTXR Q10 PRE-DEVflAPMENT - 59 CF5
RLSER~ 48' BARREL 38'
B.TO 50 E9JFRGENCY SPILLWAY: GRASS LBED W/ TEMP. ll?N:R C124/C EIY 'NOR1H AMERK:AH CREEK' OR APPROVED EpUAL
- B2B s F - DESIGN STORMS 10D YR
COMMON B2s• AREA g2s 0100 (7.A)(0.39)(49 AC}~ 151 Cry PRINCPLE SPILLWAY REDUC110N~ 59 CFS
• JO' NILL~ Ra° Cap DAAI ELFIN 824,0 DESIGN fLOYA~ B2 CFS ELEVAROIF 8220
B2f 813 3:1 SKX: SLOPES
aPA.S;S' UN .TO' I k / .SiIWE 822 , { ~ m Q'/AN~gj_ /'R07FCTE0 ~ . „ _ , , „ _ „ B21 1x SLOPE BoTraM WwTN• z+'
'~~TAR "'th~AREA ~ .„~.,,_„_....I.„_.,_,~~,.-B20- n k.. .yt. ~ • B1B ~ ~ , a.o4 DEPTII~ 1.0'
' • * k k k ' o°oo°ooo B/8 , ~NO~4N/AL •II: .y ooo°o 877 . ~ 'NSA[ atxy tZE'Va vELOaTY- 3.4 FPS 820.0 - , ~ , , ~ , FREEBOARD AND SET141711ENT~ 1.D'
o°°°°°o ' - , , ~ , ; TOP aF DAM ELEVATION. 824.0
° ~ o ~ 815 fir B/40 INY. d/T= 81l.S o 0 0 0 0 ~t•7 g
p 9 ~ CONCRET DESIGN:
R P A~ B C50 /PlP D o m ~11ET vuvE KEr BARJ4q Q` 0 0 0 ~W t ~ RISER DIAIEIER~ 4B' VOLUME DISPUCED x 15% 79.5 ~
o o KoFrRElI Rti9ET ' , , ~.rq~ o0 0 ~ - \ BOUYANCY FORCE 79.5 CF x 924 PCF~ 4,980.8 lB5
srANias slFa eals I ' ' \ _ O ~ IIIIII,IIIII11 ~ + „ VOLUME OF CONCRETE REIXAAED~ 4,9800.8 LBS /(150-924PCF)~ 58.8 CF 1 5ff~5.5'x5.5'z2'~80.5CF
p ' III + ' ~ + , ~ , AFRMAN 1 7~MAN~ivr ~r oE>Frvnav Pavn
O I ~ + , + , ~ 907 O r emror DaNI , ~ + , , ~ J?OrrPN EL£V.= 8/5.0 DRAINAGE PR07ECTKMI NOTES:
0 0 J cauA,av 1. NO FILL, BUWDINfS OR STRUCTURES, EXCEPT FOR WATER DEPENDENT STRUCTURES, GREENWAYS, UTILITY SUBSTAIWTNS,
0 I, ~ AREA ununES, ROADS oR otHLx REUTED PuLLtc MPROVEMD115, 511ALL BE PLACED OR CONSTRUCTED VA1HN THE PROTECTED
Fi1JIDE ~ ~ ~ 9'PN^ ' I ' I FIIaIT VEW 90E YEW Q ~ ~ ~PLIIGIED I I ORABIAGE AREAS As FRONDED N TABLE 8-18-4 OF TiE aTY aF 1 ~ ~ ~ ~ ~ ~ ~ , HIGH FONT DEVELOPAIFNT ORDRIANCE.
iii, , ~ ' , 2 DRIVES, PARKNG AREAS, OR O1HER WIPROVEMENTS SHALL ~ ~ . BE CONSTRUCTED NO CLOSER 1HAN (2) FEET HORIIONTALLY
BOTTOM DRAIN & SHEAR GATE VALVE ~~~~~0~ ~ ~ \ ~ ~ ~ FRpI THE lOP OF ANY BACK SLOPE ALONC ANY OPEN , -r ' ' WATERCOURSE PARKING AREAS AND ASSOaA1ED DRIVES MAY
cf2uMav ~ , _ , ? , ~ ~ , , BE CONSTRUCTED OVER ENCLOSED SUBSURFACE atAWS
AREA „ - - l 5A°E'
; ' ~ RESPONS19uITrTO wA91TAIN PERMANENT RUNOFF CONTROL STRUCTURES STATEMENT: THE OWM9RS' dSSOCIATION SHALL BE RESPONSIBLE FOR MANITAING THE COMPLETED PE791ANENT
kuWOFF CON1Ra. STRUCTWIE AS D8ECIED BY 11iE GOVERNMENTAL OFFICE HAVING JURLSDICTION J~ ^ FOR WATERSHm PROTECTION AND, IF TFE OWNERS' ASSOCIATION SHOULD BE DISSOLVED OR CEASE
~ d u„~~ TO EXIST, 1HEN 9! 1HAT EVENT ALL 1HE OWNERS OF RECORD AT THE 11ME OF REOUIFED MANIENANCF SHALL BE JO811LY AND SEVERALLY LIABLE FOR ANY AND ALL COSTS
I ~ - - _ A11F9DANT iHEAE10.
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FLOOD F ,
100 YEAR ~ ~ IN AND PDA PLA _
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I , I 1 aRE 70 bE bUIt,T IN CONJUNC71ON WITI1 TILE
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F'E1iMMENT wAEA DuAUIY P00. as my plan of development and agree fo install all required ,z ~ 18914 •
w im Trovemcnfs and com TI 'with the conditions of a T mlval. F ~ ~ ~ f w I I > tl
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YAL1E KEY- NFIHSBP FIAT BCilm BEfI'14)I NV.. 81.5 RNCES 7CIX KE(BB9E DA9E15 CONEC11a1 iD BE MELDED YE OEUI _ _ _ _ _ TRACT C' PHASE 1
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f'FAIAIENT 9EDAE7IT 9TDRADE b HIGH POINT TOWNSHIP GUILFORD COUNTY
d eolra a eA9K EIEV - ele.O NORTH CAROLINA DATE: FEBRUARY 19, 1999
* ~ oar a ,lr DAP BANIq ! aBp .D -
r WATER9IED RENEW COMaJIT1EE EHDORSEMEHT BLDac: ENONEQtS CERiB1GTN1I1 of RUNOFF cD11TRa: GRAPHIC SCALE 1HIS WATERSHED CONTROL PLAN IS APPROVED BY THE WATE1tSFIED RENEW COMMTiFE: I C£RRFY 1HAT i1N5 PLAN W91 CONTROL RUNOFF N COMPl1ANCE 1MiH THE CITY OF
M aAR iHal RsEx N u' k as' - ~ / HIGH POINT STORMIYAIER GUDE111ES FOR WATER OUAIJTY AND FLOOD CONTROL, AND ~ 0 90 10 90 t20 s~`~ GUIDELINES OF THE SAME S70RYWATER GUIDELINES FOR WATER OUAUWTY MD~OOD CONTROL.
tar r mo 1.6 txKx Ri-RAP YnDa7Y+a4 Erg `~--7FIP. IrEA RECIIrIFD 1 1 any n tIDRn+
/ AMERICAN 8 43 APF05FD~ ON g- CUR-OFF TRENCH. EXCAVA,EO 1 - >ir-#x amr a "OVED Eat 77777
NOTE- ALL PIPE caxEnaxs ARE TO W[gnoxr. TEN BACKFI LED AND COMPACTED WITH LOW PEHIEABI7Y SOL NMATERtAL , . ,v DATE: DIRECTOR OF PLANWC D E9ffffi EN-f-DATE ( IN FEET )
CM. CO RUGA70 ALUMMUM PIPE
SIGNATURE _ 1 Inch = 40 ft.
10, ~LLYIAY ELEV . l77.0 1 / DIRECTOR OF r SERVICES DATE EVANS ENGINEERING INCORPORATED ENGINEERS, PLANNERS, SURVEYORS
EMERGENCY SPILLWAY CROSS SECTION 4609 DUNDAS DRIVE GREENSBORO, NORTH CAROLINA 27407
SECTION THRU BERM AND SPILLWAYS PHONE: [phone] FAX: [phone]
DIRECTOR OF DA PROd low-tu OM NKKSPMI.Dwo
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- ~ ~ _ _ ~ ~ , , % ~ . / _ - : - - _ - - • . , , /S Tt? BE SC064£D AS A 51~PARAIE TRACT. ~ ~ ~ _ _ ~T~..
~ _a ' ` ~ ! ~ ~ _ - ~ ~ ~ IA~V(n` CU-P1~4 AMl7 RS-15 i ~ / ~ ~ _ ~ Bl'A'LT-~ A~A~~~ t2.5 A&, (tlTx) .
I f { i i i g ' ~ ~ ~ i ~ / ' ~ DYSTitNGl~' TO FCAADMS4Y = 0 ;
` - ~ ~ a I ~ ~ ~ i MENDOVER LANDNJG PARTNER, LL.C, Z ~ ! ~ ~ , 1 ~ LOUI J. FISHER Ily I ~ f', ~ D.B.2459j743 ~~I~ , ' .1~~ - _ SA1L TYPE MUGERATE (ApC) ~ ~ , 0. ,3,TeoE-`6°I7 r ~ ~ ~ ~ LWA~VA 010 AND PROlEC1ED ORAAVAGEII,'AYS U
J ~ T.I~ 293-2~1 3 ~ ~ p~+d fife, ABETH FISH ~ , ~ ~ ~ 8~4 2 ~ J ~ / THE 6~1OGS OEVELOPWENT TRU5T 'P , Q~B`~ / ~ ~ ~ ~ AYfRAl,E ,SLC~°E = 7.5~•
- , E1D: U-H ~ D.B.. ~ ER / ~ ,C 9 ~ 3047-968 f ~ . LAN D L , VACAN M.2 - i ' 1 94 1 11 , r ~ Z RS-15/ ~ ~ y / D.6.4450,131~ ~ .IM; LAMD C04ER.• 100 SIIPEAM BUfFER AND MIN. 17X OF IRACT ' ~ ' IAND USA " 11AL/ACRIQIKTURAI' ~ ~ / - " Z~kt-1 - - '
_ ~U-SC ~ , / ~ ~ ~ ZONED: RS'-y5 RCANOlRF CGWIROt: ANNAIIf/M RE(XIAPEMENIS 1.- i ~ / ~ ~ ~ = _ - - 4~~ESI /Af,Mi1CUL1UR 51~'WACE DISPOSAL: PVJQ'JC SE7~7P
' - Lyy~p ~ _ i , ~ ' ~ , = ~ - - SIREEl3:• PIPED 1N1H GY/RB AND CUTTER , ~ ~ ~ " r _ ~~v ;
_ _ _ ~ ~ i IN HIGH POINT ~ ~ ~ / ~ ) CORPOR ~ ~ ~ _ ' , 1 _ - ~ - - - _ , " ~ ~ ~ ' ~ ~ ~ •jpACJS B. C D ~ £ ONCE DE4EZU°ED, N1LL RE(X/1R£ 1MCJ ~ ;
AtE LIf~ITS ~ v _ ; \ I~ i l ' i/ i ~ i ~ 'r' ~ - - - - _ - - ! fIERMANENT MET GiE'IENI)O1V PONOS,• HONE~E•R, PNAS~' OIaE ~ ~ " _ -
OUT sT 1o92f _ ' ' • ~ ~i _ MKL NOT NECESSITATE CANSIRUCAAN UR' THE FIRST POND. / ~ ~ ~ ' Aa na~NLr ~vifo - GWl,Z' PHASE' IMt7 A4 PHASE 1NREE /S CLWSIRUCTED, PLYVD pL ~
4sa. i ~ . ~ 1~ ~ 1 51~?' y ~ " ~ i ~ ~ ~ ~ - _ _ NUMBER 1 MILL NEED R7 BE CQNS714CIC1ED. TRACT MKL ~ - ~ ~
~ ~ ~ Z ; I ,1 ~ 4~p ~ i ; II _ , ~ ~ ~ / ~ ~ - ~ _ _ _ RE(X/lRE GWE' A4 MQ4E PERMAN£IVT MET DElEN11GW PGYVOS 4' " _ ; ~ i - _ - ANO THE WAIERS~IE`D PLAN N/LL BE MLLO`F/ED A1K~ A PLAN
~ _ 11 0~ / r ~ i ~ _ ~ ~ t ~ 1 ~ ~ ~ --r• i _ - - - _ _ IS SUBM'TTED FA4 THIS 1RACT, HAVER Y ~1 , '
. ~ ~ r R 1x264 .1 i _ , ~ i _ ` 130' 4 T
~ ~ 1n Aw n~ r ~v~n ~ , ~ 1 ~ _ - ~ ~ ~ s7xr ~ 1` ~ ~ / ~ ! p 9, oo sF ~ D,too sN ,too sv. , ~ 9aoo~'. s,iao sF. n 42a sr. zr 1 - 4 WAlERS7/F.D DATA (CLMlBlNEOI t" p 11,07 5f• ~ P,109 fiF. 9.100, Sf: ~ _ - n h ~ _ 33 9,202 sv, IONING• CU-POR AA~D RS-15 t S ~ .
~ % ~ ~ ~ o~~ \ 35 PD 830 ~ ~ neo'i ~ ~ i ~ , b R - ~ ~ ~ ~ S3 , ~ ~ ' " - BUILT-UPGYV AREA = 116.8 AC. (124X) 1 >42 ~ 41 40 39 3a 37 ~ 34 ~ _ ~ >
' ~ ~1 ( - ~ a 1 ~ x' 1 n I1 n ~ , / , 36 35 - LHSTANCE 10 ROLiDWAY 0 n ~ - 130' - V
' a ~ ! i n .1 ~ , % ' , axle S~ ~ n ~ ~ v, rn , I '~1 ''.1 ~ ~ 1 ~ i 1° eu. j ~ / ~ ~ 25' 20' NAIUPALI r e?m SOIL TYPE - SLIGHT TO SEbERE (ApB,APC, a0, GCB, Nh) - 76' i - Bt/fFE]P S~° L)RAINAGE.• PROTECTED ORA/NAG~'WAYS ~
W y"~ ~ ~ ~ 1 11 ~ I ' ( I I , ~ 70'. 70',, 7 ~ b 9,ioo 9F - ANERAG~' STA°E = 6-fOX A12~RAGrt: v LAR
y07~ VI ~ i ~ ~ 11 1 _ i/ ' ~ _ , - r. 1 i o N "1 ~ ~t ~ ~ ~ ; I LANG CO~ER.• 100' STREAM BUfFERS >o ~ ~ _ RUNOFF CCkV1R~: Nf'7 DE1ENTlON PANOS ~
~ ~ X11 ~ ~ l ~ ,900 i I i ~ ~ ~ 1 t3D i SEWAC,'E DISPOSAL: Pl~IC SE'NE14
a ~ 8S ~ 1 + i ~ 3 ~ I J 1 ~ ~ S 1S• PIPED IN1H CURB AND GUTTER TREE I as' s5' i ~ ~ ?e• - - - - -zo' as' e . - ~ 3i 9,10o sv.
i i ~ ~ 1 ~ 1 i 1 1 j _ ~ \90~ ~ ~ ~ g R ~ z ~ ~(ASE• 1 WAIERSJYED DATA
h ~ v' Y ~ ~ ~ 1~1' ~ ~ 1~ .n 11 12 18 21 I ZCNING• CU-P19R AND RS-15 ,lob 9,39 sF, ~ - ~ ~ N t30' ry...._ _ a BUILT-UPGYV AREA = t4.! AC t23X
~ 9,n1 sF. I ~ ~ ' 47 19 , ~ 2 T~9~0 SF. n _ _ of of t ( a, 5, 5 ,475 425 S' -u,os7 sF.., ~ ~ N ~ ~ 0 ~ o; ~ I ~ DISTANCE TD fIOLtDWAY = 140'
C ~ 'F,x~. 1 ~ ~ k~ ~ .X ? ~ `,r ~ ~ ~ } ~ ~ ~ ' 8,434 ~ 0 30 ~2 ^ , ~ SGYL lYl~ = MLbERA1F MOSR Y A C /N BUILDING SITES)
v ~ r d' r I 4 ~ A ~ ~ ~ ~ x s- ~ 14A l SO' ~ ~ ~ , ~ - N, ,ergs lip' ~ ~ ( P s0' ~ es ~ gay ~ ~ ARAINACE. PROTECTED ORA/NAGEWAYS
- ~ ~ 120' ` ~ , - _ _ m s - AI~ERAGE SYOPE = 6-fOX AVG ~ Q ~ ~ ~ ,..140 _ _ ~ ~ 22 ~ 131' i , r , ro , _ _ - ~ „ . ~ a ~ ~ LARD COI~f1P.• 100 STREAM BUfFEIP AND >?5X A~ LOT
~ W ' ~ ~ ~ • ~ ~ ~ Y~ f ~ ~ 3 ~ 15 o7s~ 5 2 ~ ~ _ / ~ _ PROPOSEl1 WET o ~ ~ ' " ~ b ` o • ~ 7,e79'sF. RUNOFF CONTROL: M/N/MUM REIXlIREMENIS 8 io;9oa sF• 13 ~ 1t6' _ ~ 2g a 2aY sv. ~
- P , n P , ~ ~ DET`ENTION POND, 4~•. $ ~ R ; - z ~ SEWAGE DISPOSAL: PUBLIC .51~1f£R n w. z ~ • r 4 1 fs,7df sF. ,m 04• STREETS PIPED W11H CURB AND GUTTER
,\'p 8 • ~ Z.,~
8 ~ ~ ~ 2 - ~ 1~3~ t3, 78 SF. 13sf` y ~ PHA 2 WATERSHED DATA ~J 7 ~ r' 079 ~0 b
i ~ J ~ I ~ ~ ~ ; ze. 20 s f. r ' ~ w; a r~ ZANING.• CU-POR CL USTFR ` ~ 4 , ~ r ~ 28 10,2ae _ _ - BUILT-UPON AREA = t2 7 AC. (t4~X)
DOUGLAS E.. WILSON ~ @~ ~ . r r r r _ - , D.B. 4247-999 , ~ ~ ~ r,' ~ r r ~ r r r ~ ~ ~ . ' 26,992. ~ 1 o^` ''s• - PERMANENT POND N0. 1 REOUIREO
T.M. 212-1-2 r' r' ' r r r i r rrr 4 ZONED: ~RS-15 I 0' I ' ~ ~ .'r d. r r r r _ ~ r ' ~ i4 ~ 24 ~ ~ ~ 16 ~ 8 ~ t p ' 15 60 , w
LAND USE: RESIDE~lTIAL; ~i ~ ~ r r r - H ~ ~ j ~ ~ '4r ~ ~ ~Jr~_ _ _ - ~ ~t,o7o sF: n a46a sr. _ - - ~ n~ 1 10 SF. ~ 0~ 27_ - - fi
W f~ y ~ ~ rrr i m ~ ~ ~ ~ ,r , _ _ ~ - rrrrr rN~ ro~ _ - 22,129`5F': - 6,9 ~ 17 1 12136 SF. ~ r _ Wotershed RaHew Commiffee Endorsement B/ock.• ' r ~ - ~ ,
°w. ~ 25' - _ 7hi Watershed De~J ert Plan is roNSd b fhe Watershed Review Committee:
rn \ W r r _ ~ , ~ a m _ ~ ~ ~ ~ , Y4 ~ ~ 17,750 SF. 715'_ - • _ ; Rf • • ~ - -
- . _ N N ~ x i 17, a SF.; '1 ~ i _ - _ - ~ _ ~ , ~ irector o /arming and evls/gomenf ote -
o ~ ~ ~ _ ~ w. 10,007, s, z - . .
~ - E ! t • . r~ I ~ ~ 1a.eBe sF. 16 ~ m J J ~d B J9'48 ~ 1 1o,e51 sF. 9 n _ ~ - - _ ~ • • • . , ~ ~ ~ irec a of Public ervices ate
w,e24 sF iF r ,
\ , i • , , r~ 1~5.T72 SF. ~ ~ ~ 10,797 ~ ~ 7 - ~ ~ x i ? 8d' ~ 1 . 0 Sf. ~ - ~ ~ T ,g.~ $ ~ 'ten„+~~+ _ ~ ~~..PO~T`C Director of enfro/ ngineering ate
N/F BERTHA WHITE ~ ~ ~ \ T t 0 10.749 SF. 6 _ 5' o y • • ~ ~ ~ ~ / ORPORATE UMITS 10.749 SF. " ~ I q • "
[ D.B. 92 ~ ~ ~ ~ eb 10;17 ZONED: R -15 ~ I i 1 ~ ~ ~ 11x•, ~ `~~110 es' ,10,?!7 SF, 4 ~ ' 27,592 SFJ _ ~f~ ; 1~a22 SF: 3, ~ - ~ ~ ,
LAN ~ / 0 ~ ~ , r,~ D USE: RE DENTIAL ~ _ ~ ~ r ~ • i es' . - ~ 12694 Nc. J / `
• ~ r 7~' i life fdFowing land uses shall be permitted within the individual tracts of i t , 4y ~ e,~ ~ 85
the Planned Unit Devrlapmenf sub~ct to the deve/apment and 'NIP ' ? 1 ~ 1 ~ IP 1 r. ~~r ,r ~ ~ I am ~ ~ ~ , ~1 86 ~ re _ _ ~ "
" a9inenskrral regr~irements of the Devaa~opment GYdinance, the oppraved ~ l/ / % ~ ,I , I 6 , P/avlned Unit Osvsl meet SXretch P/on and the ecifrc conditions fisted 1 ~ • ~ , F 16 70' m ~ o ~ r fR 8 Q x 13,479 SE. ~ / , ~ - e1~ f n n ' .i ~ ~ ~ NCGS OAK
iii, 1'Mhis P'enr?IL a - ,y ~ ~ 7a ~ 7a ~ ~ 3 36' PLLI ~ NAD83 COORDINATES
4i a 20.ee3 SF, n 1 n 9 N ~ ~ ~ ~P ~ . , . r 1 20 i 7v ~ ~ 1 1R~4CT A• Any of the land uses allowed in the Resiobntia/ Single _ _ 0 v~ v'~ ; 1 ; 11,211 ~F. 2~ g ~ I ~ 1 7 Si. 80 r*~. i ! , (TYPI,CAL) - N=252,359.071 meters
FamN 9 RS-9 District .gall be evmitted su t the ~ - ~,~n o. 22 .J" ( ) P 67ec to w ~ ~ti ~ , ~ ~ . ~ iL903 ~ 9,559 sv. n 23 i ~ 10,5 ~ ~ N/F v VOINEY HORNEY E=523,259.052 meters :24 ~ ~ ~ ~ ~ ~ ~ ~ P.B. 115-oas COMBINED FACTOR=0.99992
b'eNN f and dimensionar ~r irements of the RS-9 District ~ ~ ~ - ~ ~ ~ ~ 9.ta4 :24 ~ ' ,i ' ~ •067 SF. ~ ~ , e1tiGlJ)Dt fYMt side yard setbacks 9h0/l be a miniml/m Of 7.5 /eel ~ ~ Y~,<'i I 115' ~ I ~ r ~ 9.6~ X9723 SF. ~,9' ~ ~ + T.M. 212-1-18,-~~ F. 25 -
fid'h'ierrn4re~ lots within t50 lest of o Residential Sfn a Fomryy-1? \ ' ^~q _ ~ ~ ~ ~ ~ ~ ~ 6 ' I ~ 9l , j .!yp . ter ' as' S. / , 9~723 SF. ~ SY lei I i ZONED: CU-AG _ 26 r w9, SF. ~ i ~ ~ 1 ~ ~ ~ r ~ USE: LLULAR TOMI@R/AGRICULTURAL .
(RS-f?) Distn~C't shad' be ds?e%oed ,h occorobnce with the rear ~ _ ~or4 setboa*s of H?e R5-1? District. ~ ~ ~F / ~ ~ • ,~t ~ 7p' ~~o' ~ 0.3a1 SF 9,602 sf a 2T ~ , ~ ~ ~ 3
\ 13' I ~ 0 ~ ~ \ q ~8 r ~ / INE o ~ , 9,ae~ sr. 28 ~ OR10 TIE ,L 1277.68 , E ~ ~ ~
~cr,~t Any of the toed uses allowed in the Residential Single ~ ~ ~ , • ~ ~ fdsNy~-9 (RS-9) District shall be permitted sub~ierct to the ~ V ~ . ~ ` ' , . ~ ~ i
c abw/ ent a»d dhnens/onol r irements of the RS-9 District 1 ~ ' ~ 37 36 ' 3~ ~r ~ ~ ~ ~ tease sF. ~ v 4 ~ ~ rs sr , 12,202 sf;. 1 - ~ ~ ~ ~ N 8
Iura4pt that ~rlde .1a'~ setbacks shall be o minimum of 75 feet. ~ ~ I r ~ y,1~ ~ ' ~ 33 ~ ^ ~ ~ ~ • ,185 SF. f,118~ SF. ~ 9 255 SF. ~ ~ Fur~rrna?~ lots within /50 feet o! o Residential Sing/e Fomr1y-15 ~ ~ Eb~p1 ~ ~ ~ 9t76 sF ~ ~ i ~ I 10,aA9 SF. ~ w4~ ~ O 'EIP ~ ~ ~
J N ~ 3 (RS-l5~ Oisbiet shah bs develgoed xl occardance with the rear i < ~ p ~ i ~ _ 376 SF' . 9,t70 sF. n 1 ~ M I _ _ '9170 sv. 3 ' r
fwd setbacks of the RS-15 District. ~ a ~ ~ z ~ ~ ~ ~ ~ i ~ f' •,r ,h~, ~ ~ 9,22J i ~ N w i e5 85' 65' ~ ~ 9 22~ Sf. 30 - . ~ • ~ ~ I ~ ~ ~ ~ - ' V 56 ~ ~ •
An of the /and see /low m the Re ia4~ti Sin l ~ ~ ~ ~ ' ' ' ~ ~ ~ es' 1RACT r«• y u o ed s a! g e i Na, ~ ~ I ~ ~ ,r , ~ ~ ~ ~ R, 10,003 ~ - / ~ I I ~ _ , - ~ - - 9,83J / ~ ~
. fanv~' 9 RS-8J Oistricf shall be pamritted sub ' t to the ~ W , T a~ ~ ~ ~ 6 devn??opment and dinensano/ requirements of the RS-9 District, ~ N No . R- ' a ~ • / 9
W t 0 excgot that side stud setbacks shall be a minimum of 7.5 feel. ~ m ~ ~ . 1' , d i ea ~ 1 t7 10.427 ~ ? ~ ,0, i ' 4 : /
t 1Bd~L11• On/y townhouse dwel/legs or sing/e famil detached ~ o ~ / ~ ~ ~ ~;v ~ a l in R i i Al ti m . y - ~ < / E ~ • ~ ~ , P 7p.~ ~ - . 10,955 Sf. w? / ~ ~ NCGS "WELCH" _
dweNdegts, s olowed the esdent of u/ fo dy-8 (RM 8) J I . ~ ` _ - • " 19 _ _ _ ~ r ~ ' ' NAD83 COORDINATES
District shah be ermitted sub ' ct to the lave/ ant and n ~ I i ~ - - - ~ ~ r P r'e ~ w 20' nae~c r Av£s~Rr£U ~ . * , ` ~ ~ ~ 41 ~a' - a' dimensional requrements of the RM-8 District. A maximum o!° ~ s~ ~ ~ . ~ ~ i i ~ ~1 43 44 - 45 - ~ _ ~ , . ~ 251,957,330 meters 3r• . o ~ -
- - _ ~ 4 toMrrhouse dweller units er burldin shall be ermitted. ~a `x ~ N '2o'le1 sF. ' - - ` ~ ~ N., 7 9 P 9 P ~ f ~ ' ' ti•~ 5~ r 4 - _ ~ ~ q - E=523,226.221 meters
it • 42 . 9643 SF. 0!0 SF. '9 N6 SF. - . R_ - - _ ' _ ~ _ ~ ~ ~ - ~ ~ ~ti ti~ - ~ ~ _ _ .'tD,027 Ss. - ^,j,~:• Any of the /and uses allowed kr the Rss/a~entia/ Sing~'e 1 - - - 54 ~ ~ . _ , _ ~ , ~ 10.931 sr: / ~ ,
- r ~ ~ ~ r. ~ 10,324 S~ - f 1 Fd~~-9 (RS 9) Qistidet shay/ bs permitted sub~rct to the ~ ~ ~ _ ~ ~o,1#i SF. io;l;ti sF. 49 - ~ i ~ ~ V ? ~
de?elgoment m+d dimensiono/ requirements of the Residential \ ~0 ~ ' 1~; - ~ - Single Fam~y-7 (RS-7) District, exc~t that side ynM setbacks ,I ~ ~ ' . - ' , ^1oa1~ u v ' - 50 • • ( ~ 1 ~ 10.114 SF. ~ ~ ~ ` ~ ; F-
shad/ be o minimum of 7.5 feet ~urthevmore, lots within 150 feet ~ ~ ~ ~ ' ' ~ ` _ 4' \ + 11.034 5F. ~ + ~ ~ \ z • • F,+ ~ _ " = 1 ~ I ~ o TRACT DATA
r .e. of o Residential Single FomAy-15 (RS-15J District shall be ~ d ~ ~ / i
dewlgosd m accordance wrfh the dimensrona/ requirements of the' ~ ~ , r , ~ ~ • ~ ~ _ ~ ~ ~ t • di ~ Reslabntla/ Sih /e Famr1 9 RS-9 District, exc t that rear d \ ' - ~ - ~ _ • 9 y ( ) eP l'am' ~ Q' , , , , - - ~ r - + • . ~ ~ - / ) - ~ ~ TRACT A' - SINGLE FAM/L Y RESIDENTIAL - . ~ _
setboalk requirements shall be ,h occordonce with fhe Residential % ' ~ ~ ' PROPOSED' ~'ET - - - _ / ~ ~ ~ / ~ ~ Y ~ ~ ' ~ AREA WITHIN CU-PDR = 1 L 01 AC + • - - ,r • r NUMBER A~ LOTS WI1hYN CU-POMP = ?6
Single Fomilj~t5 (RS-15) Districf. r' _ DEfiENT10~V POND ?V0. 1 ~ ~ ~ ~ M L is tz£cnfrcc umm • ~ ~ - ~ DENSITY W17HlN CU-POR = 2.36 " - + ~ _
Esur. eanr sraES . - _ ~ - ~ i - _ ~ i An o/ the land uses of%wed in the Residential t'"'Y A TRACT F y , o E - ~ • Alu/tifam~y-l? (RA/-12) District sho// be permitted sub~ct to the ~ ~0' ~ r ~ ~ AREA 1N1HlN RS-15 - J70 AC
~ ~ 1~. r r devwlopment and dimensional requirements of the RM-12 Distrct. ~ . ~ ,i / ~ i:" 2 \ ~ NUMBER LOTS W11H/N RS-15 = ? • r•? ~ DENSITY IM1N/N RS-15 = 0.54 f~
Onl say e-11;mA' detodred dwellin s and or common area en \ ~ , ~ : ~ . ~ ~ - " ~ - _ . . ` - ar , TOTAL TRACT AREA = 14, 71 AC. ~ - R _ _ , TOTAL NUMBER Gtf• LOTS = ZB _ ~ ~ ~
space shoN be permitted shough of Hickswood Rood and west of ~ \ ~ - - r , ~ t ~ ~ ~ .r...~. the stream. _ , _ _ COMBINED OIE/VS/lY = 1.90
~ - ,y ~ _ • _ - - ~ 0 I LINEAL FEET /N NEW STREETS = B25
7)lere shall be no ofllc or commercial uses ermitted within ~ ~ ~ ~ - _ ~ p h ~ ' 1 - i / ~ ~ . _ ~ - th/S de ant. I ~ / , • ~ ' ' . ' ~ ~ , _ _ • ~ \ - _ ~ • i ~ ~ ~ ~ ~ , ~ • ~ ~ , ~ ~ ( \ TRACT 6' - SINGLE FAMIL Y RESIDENITAL
- ~ ~ / ~ 4 ~ ~ y ~ - - _ _ _ _ ~ _ ~ .rte _ 2`3 ~ AREA W1TN/N CU-POR = 11.97 AC. , ~
m - ~ - ~ ` CREEK No multilomi7y residential deve%pment shall be permitted south ~ `~J` • ~ - " ~ ~ ~ ~ ~ NUMBER OF L 015 IN1H/N CU-POR = 30 ~ ,750 Sf. Sp _ \
of Hickswood Rood. V ~ : ~ ~S . ~ • . ~ " , . ~ . " ~ ` , ~ - _ - - ~ - _ - - - - ~ _ _ _ i ~ ' ~ - r _ 24 ~ ~ ~ \ ~ ~ DENSYTY W11X/N CU-PDR = 2.51 ~ ~ ~ I AREA N9TN/N RS-15 = 2.03 AC.
lhe /ocotrorl of permitted uses, streets/drives, open space ~ _ _ ANN TURN LANES r _ ~ . _ _ - ~ - - ~to,De1 sF. ~ ~ ~ ~ , ` NUMBER OF LO1S WI1H/N RS-15 = 2 ~ ~ ~ r - 6 es' ~ ~ I ~ ~ ~ DENSITY W11J5'lN RS-15 = 0.99 ~ ,
and commas recreotiono/ facilities and the density~ntensity ~ ~ _ ~ " - - _ _ - - _ ~ ~ _ .Sh'DJrN TD >wt~T LY. x:6.0. l - _ - of those permitted uses shall be in substontio/ compliance ,4i _ _ - ' --tea _ - . - _ STANDARDS - - _ - i -1 ~ - ~ ~ TOTAL TRACT AREA = 14.00 AC. ~ A \
with the opprovuo'Sketch PJon and Unified Development P/on. a -------------r, - _ -e - ,•"~~r 3 ~ - F ~ ~ ~ ~ ~ . \ ~ ` ~ ~ TOTAL NUMBER OF LOTS = 32 ss• ~Q 2G I ' ~ ~ ~ ~ COMB/NED DENSITY = 2.29
y A 27,129 SF. _ _ _ - \ - • - &rsl~iic 9EFORE R RELOCATION ~1-'' - - _ _ ~ r'~ ~ ~ ia,212 s~ 27 28 r ~ ~ ~ ~ ~ LINEAL FEET IN NEW STREETS = 0 ~ ~ F rj.~ ~ 10,370 SF. ~ ,Nr n 29 ~ ~
53 CS ~ ~ ~ ; _ ---------L~ ~ _ 1;,_..a ~ rsEtEClRicanu~r • 830 q 1oa1e sF. '1°,032 sr. ~ 1 ` ~ _
~ 2 _ 26 , , ~ ~ ` - _ - - ~ - - ~ -?A!'t7~ENf - - ! rr ~ E,SYT. PDA1 StG1E'S s~ , - ~ , ; ; ` F1 ~B1Z ' - - - - _ _ _ _ - - ~ - _ - 52 - . 1oa2A 5F__ - _ „ , - 10457 SF 10;203 sF" 3 ~ ~ TRACT C' SINGLE FAMIL Y RESIDENTIAL \ ~ ~ ~ J ~ ~ r TOTAL TRACT AREA = 18.69 AC.
~ - 44.86 SF. a~ ~ , , ' _ 1 15 ` ~ -a__` - •~err+ ~ o' ~ " ~ - } ~ - _ ~ ~ ~ ~ 10,066 Sf. - ~ _ ~ ~ a1; - I ~ ~ NUMBER OF L07S IN TRACT - 61
AFTE$ LOC~ON ~ ~ i. 1 N - ~a _ ~ eO• ~ ~ A~ , ~ ~ L7ENSlTY WITH/N TRACT = .~?6 20 ~ ~r ~ "1 ~ ~J_
- _ Z i r / ~~0 11,944 SF. R ' 10,416 SF. _ ` r i r ~0 ~ \ ~1 _ T r a _ ~ rc r _ - n 12301 SF- ~ \ ~ I 1 ~ ~ TRACT D' - MUL TJ-FAMIL Y RESIDENTIAL
_ - ~'lr~. r~ ~ , ' r • ~ ~ 12.8 - ~ ~h ~ ~ ~ - ~ - l i r TAL TRACT AREA = 6.3 AC. ~ 19 ~ ; I r NUMBER OF LOTS IN TRACT = 32
, 11,ooa, ~ • ~ 19S ~ 23 ~ ~•4 ~ ~4 , ~ 22 21 _ _ • ~ ~ . 4 ~ _ -9;934 ~F. ~ ~ L ~ DENSITY WI1N/N TRACT = 5.08
12 SF. W 2O \I t ~ ~ ? 29' 2 ,3os ~ n 2 , , ea, ~ COMMO A ` CE ROIF CDRP, 9 ,18 ~ - - ~ ~ ~ D..,4431-1191 ~ J ~ ~ TRACT - SINGLE FAMILY RESIDfNAAC
12,x75 sF. em• 9,796 eo• ) ~ ~ D.B. 122-107 J TOTAL 1RACT AREA = 15.96 AC. 9 T.M. 212-1-
- - ~fb , - , 1e ooe sF.. s44 sF. $ 1 ~ \ ~ ~ 9J. C~\ < 11,411 SF. . ~ © R ~ \ ! ~ • a• _ - - ~ ` - ~ - ^ I ZON - ~ / I NUMBER OF LOTS IN TRACT = 42
~~TS ~r h ~ ~ ~ 12,339 SF. ~ 1 r ~ - e 3 e• ~ A 17 11 1alsssF. 1 l r if ED: CU-R~L~-i - ~ _ _ - - DEJYSITY W11N/N TRACT = 2.63 5 POA ~ ~ LAND USE: VA ANT - - ~ ~ 1a,19s sF. 85 s a3s _ _ ~ TIPICAL ~ \ f
~ , _ kRE~-, ~ ~ ~ , 17.17s ~F. a~, _ 1o,e~e sF. n ~ : d~~ 16 _ - ~ 1..- - - ~ r ~ I ~ 1RACT F' -MUL 71-FAM/L Y RESIDENIAL •
d~ n \ eD• 1 . I - F.~cnNC \ TOTAL TRACT AREA = 19139 AC.
~ y sg. 10,043 SF. yA,- \ I M 1 a L ~ j PeRMANENT NUMBER OF LOTS IN TRACT = 116
i ~ 114249 SF. ~Z155 SF. 11,994 F. 1~- - _ - DENSITY WHIN TRACT = 11.29 ar , ~ AND -
12 89' ti y - -t_'- ry~e 10.042 SF. .,n
0 0 • 70 2 6 gg . • a J \ o"i 8 10,086 SF. 6 R~110 1 ` 1 SITE DATA 1
CL 6s• t 5 1 9,684 SF, 13 850 ZONING- CU-POR & RS-15 17,354 SF,
r Q \ 9140 SF. RI o 1 17,354 SF' / s+• 7 1 11.956 SF. I ro 1 8 9 'o P 1 10144 ff TAX MAP NO.: TAX MAP 212, BLOCK 1, L0T J 10
\ d / / 1 6,115 SF. h o I ti 4 ey -T- , 'r - _ TOTAL AREA.- 105.827 ACRES (EXCLUDING HICKS#009 R/W)
41 1 1 1• +1 18( \ 1 30 PDA ee 9,245 SF, 837 • 1 \ I SF . gyp. isa + 1 .14371 ~ 11;423SF, ~ 20,192 CAtlMAN AREA REWIRED - 10.3 AC. l o - 91,476 COMMAN AREA W;HlN 100 YEAR FLOOD PLAIN = 9.0 AC. 5 e I I _
1~ 1 G / 11,138 SF. + jp 3e L I - COA/MAN AREA OUTSIDE 100 YEAR FLOOD PLAIN 14.1 AC. 14,167 SF. g ~S' 9 L -1- L t- TOTAL COMMAV AREA PROVIDED = 2J 1 AC.
\ 1 i1• 42 65• 10.718, SF. 12 14 1• 1 ti _ 1 10,626 SF. 7 138! _j COA/MAN AREA PERCENT - ?fit
NUMBER OF UN/T5' - 411 9,454 8 R~ 9 - - - - - - - - - - - LINEAL FEET IN NEW STREETS = 4,775'
9,7P2 SF. \33,880 SF. 43 / 13 1• a 84' g 84' 303, - . _ 91' W. 9,717 11,148 SF~
TRACt es' - 103.38 18143 SF. \ 1• \ / / ! 7 SF F. ; 99, ZONE CU--PD 0 R-11o' 1 - - - - - - - ~ 33r I r- 'I i 11 Q ZONEQ -RS-1 162' -1 I r- -T -
S44 p 0 ~J 250
1
1 / 45 J NI G~y RA~ Z i v / J A I pa ~Mr~ Neo a 1 TRACT '3' TRACT '4' I _ I I 1E,922 SF. $ \ 70,549 SF. o - f L I
Nrco A R$~13 8 1. I 1 -J
ye ` TOTAL AREA = 109,436 ACRES (IN). STONE ON HIGH POINT'\CORPORATE LIMITS
~ ~ / J 47 J ~ STS \ 1• 856.51 syrr~ -~i•-.-.•,. MASTER SKETCH PLAN
N tar 1 o & WATERSHED PLAN
! 10
/ WYNFIELD 41 ON I I I 190 / PHASE III k I 1 + I 50 TRACT -'1' N FOR
/ P.B. 103-133 ED: RS-12 ' 17,514 SF. 1 !a
i / SI / 5t / 'i'! LAND DENTIAt p v NA DON A WALLACE \ HICKSWOOD FOREST D.B. 3 5-281 A
1 m--- / / / / b?gyp. \ 1 ~ WELL m FRANK CLIFTON POHLMAN IV T.M. 212-1-19 an\}-wife, NOREEN ANN POHLMAN ZONED: -t5 \
SANITARY SEWER MANHOLE 0 STORY DRAINAGE MANHOLE J 52 1 1 D.B. 4302-2059 LAND USE: RES ENTIAL \ Owners Certificate of Compliance: I
GENERAL. N01FS / I ? CURB/YARD INLET 1 ~ op. ..212-1-4 Z RS-15 _ l accept this submission as HIGH POINT TWSP. GUILFORD COUNTY
© COMMUNICATION MANHOLE 1• COMMON AREA SHALL BE MAINTAINED BYjTHE HOMEOWNERS ASSOCXRON. TRANSFORMER 1. ALL LOTS MEET MINI YUM REQUIRED SETBACK RE-GULA77ONS. I I / LAND USE: RESIDENTIAL - XLE my plan of development and agree to install oll NORTH CAROLINA DECEMBER 9, 1998
LIGHT POLE J. AU CONS7RUCAON 0 COW ORM TO 771E CITY OF HIGH POINTS l J I \ # I I ~ ~ ~ \ required improvements and comply with the
UTILITY POLE STAND4R0S AND SP IFICAR6WS. / J I YARD IlCHT 4. CON7RACTAR /S Rf--VONS/BLE TO VERIFY 174C EXACT LOG4l/ON AND legend conditions of approval. \
+D GUY POLE DEPTH OF ALL EX15171VG UTLIAES PRIOR IO 57RUC710N / y y GUY WIRE 5 77ERE /S A 5• U77L17Y EASEMENT IN THE FRONT OF ALL L075. J ~ y existing GRAPHIC SCALE curb /nlet 100 0 50 100 200 400
FIRE HYDRANT 6TOPOGRAPHY T AKEN 1 l l 1 FROM C/TY OF HIGH PO/NT DIGITAL TOPO. inr invert OMne//Deve%per ~ .~,Q,pte
1 WATER VALVE 7. BOUN04RY SURVEY BY JAMESTOWN ENGINEERING CROUP, INC.. O TELEPHONE PEDESTAL 8 WH£NEWR STORM SEWER IS LOCA7FD &NIND CURB, lT SHALL HAVE ! Z e C .P. reinfa?ced concrete pipe _ son. sonk'ory
`J CABLE TV PEDESTAL AT LEAST 5' OF COVER ABODE IT `J m.h. manhole / s'•'~ z c.b. catch bash? CAR0 ( IN FEET
qM P OVERHEAD POWER LINE 9. ALL EXlS17NC STRUCTURES SHALL BE REMOVED. y/. yard inlet Q~~ ~ /
0/H r OVERHEAD TELEPHONE LINE 10. THERE /S A 30' CURB RADIUS AT ALL IN7FRSECTIONS. NO1F£ 11. THIS SlT£ lS L004TE0 WIIN/N 77l£ CITY OF HIGH POINT CORPORATE LlM/IS 1) BOUNDARY INFORMA7701V SHOW HEREON WAS DERIVED t ~1 R RIGHT-OF-WAY fR?OM PLAT BOOK 129 AT PA6C 0415. (n ti w prmf. pavement 1 inch = 100 & C. 0. clean out
D . DEED BOOK 12 THIS PROPERTY lS PARn&LY LOCATED IN A SPECIAL FL 000 HAZARD AREA AS PB PLAT HOOK 2) TGipOGRAPH/C /NFORAlA71GYV .A40NN HEREGIV WAS DERIVED din. concrete R DEVELOPER EVANS ENGINEERING, i b-b bock M bock 18914 GRoVER SHUGART ENGINEERS, PLANNERS, SURVEYORS
PG. PAGE DE7ERM/NED BY 7H£ DEPAR7i/ENT OF HOUSING AND URBAN DEVELOPMENT. f7POM CITY OF HIGH POINT AR/AL PHOTOGRAMMETRY. G conc. concrete SEAL INC.
EX EXISTING 1J A 10' x 20 TRANSFORA/ER PAD EASEMENT SHALL BE LOCATED, AS NECE5S4RY, 3). 7HE 100 YEAR FLOOD PLAIN INFORMAAON -WOW HERPECW ON THE fROIVr CORNER OF AFFEC7FD LOTS EIP EX[S'11l4G DION PIPE WAS DERIVED fRCM THE fZOQG INSURANCE RA 1F MAP n/f now or formerly ~ ''.9016 MAPLEWOOD AVE.
NIP NEW IRON PIPE PANEL (370113 0004 C, DATED MAY 1B 1998. # ~ po/0 SON-SALEM, NC. 27103 09 DUNDAS DRIVE GREENSBORO N.C. 27407,
PDA PROTECPED DRAINAGE AREA . PHONE: [phone] FAX: [phone] [phone] PROJ: 1082-63 DWG: HICKSWOOMM
qplplll~

""'""Fro °`1°1°" SEEDBED PREPARATION I.o• AN1YE FIDW w. a ar ABDYE - ATION PLANTS d: MIXTURES PLANTING RATES/ACRE PLANTING DALES STAGE-STORAGE TABLE
oF4rM FULL FLOW OEP711 4oOT- r ou rooD aR IItlANiE fE4 IEru (e' ac MAq TALL FESCUE 100 LBS AUG 15-OCT.
1. INSTALL SI1RFAf~ WATER CONTROL MEASURES Af 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SP R CONTROL MEASURES ACCORDING TO PLAN. FEB. 15-APRIL 15 91ALL BE RIPPED ANO SPREAD WITH AVAILABLE. TOP SaL Y DEEP. ELEVATION AREA (SF) VOWYE (CJ~ CUM. VOLUME (CF)
V;~ TDTAL S®BED PREPERAIION DEPTH SHALL BE = APPLY (Z) TONS OF FlNELY GROUND OOLOMIDC I U110N DEPTH SHALL BE 4' TO 8' DEEP. IF NO SOIL TEST IS PERFORMED, TALL FESCUE MIXED 80 LBS 15-OCf. B/5 2,),602 0 IELY GROUND OOLOMIIIC IHAESTONE PER ACRE, 900 POUNDS OF WI1H RID FESCUE 40 L85 FEB. 15-APiR 15 f
DRA93 tNEO ~ q ~ wE- ~o oFUCE, sY MN Ko7N 11DCWRE 7 NoE a SUPERPHOSPHATE OR EWIVALENT PER ACRE, M 'WIVALENT PER ACRE, ANO 1,000 POUNDS OF f0-10-10 FERiWZER PER 816 2Q00J B0J ~I•
sRlAr- Fo oz, x' WDE ~RaAIP ~ aA~ b' - - AA TME LIE E, SUPERPNOSHATEI ANO FERDUZER SI 91ATE, AND FER71UffR SHALL BE APPLIED UNIFORMLY AND MGED TALL FESCUE 30 LBS AUG 15-OCT. ~ AND SEAK~1 LESPEDEZA 4G LBS JA254 ~'G b0 DER pV,
~A1E1tlCAK o~dt APPROYm p FiA91FD STtlE S. LOOSE ROCKS ROOTS AND O1HER OBSTRUCTION! EfKIAt. UrD O1HER OBSTRUCTIONS SHALL BE REMOVED FROM TFE SURFACE SO (UNSCARIFlED) 817 31,505 56;057 d V• ~
MpTM LNEA 4 AEDb, d 9fDMO1T STCRADE THEY WILL NOT INTERFERE W11H ESTABLISHMENT (CAN fE 4AAYEL ~ iLOW k A. APPLY MULCH (GRAIN STRAW) AT A RATE OF 5,i (p FABRIC) + RE W11H ESTABLISHMENT AHD MAINTENANCE OF VEGATAIKIN. '~~17 ~d ~ i1RAW) AT A RATE OF 5,000 POUNDS (25 TONS) PER ACRE. TALL FESCUE 80 LBS JULY 15-AUG B/B J7, LOB 90,864 AND BRON91 TOP 1/l1ET 2S LBS J9, 460
819 41,877 lJQJ24 A(^1,
CHANNEL. DEPTH WIDTH RIP-RAP d50- THKNSS. VELOCITY LINER SLOPE ~ \L ~ OF ~ TALL FESCUE Bo LBS NOV.-JAN. 44,21) y< AND IWNIER WHEAT 25 LBS 820 46/5 174,537 .P
~ ~9~T ND NEE Sf1011D ff TRENCHED r YN - 4,~ 067 d
GRASS 1.6' 3.0' N/A N/A N/A 4.B FPS YES-TEMP. 1.871 ~ „ ~ f~auKO A5 sqw B2/ 51,519 21,604 WEEPING LOPE GRASS 5 LBS MARCH is-JUfE 15 5~ 022 gDpw p^
RIP RAP 1s' 3.0' YES 9+ 1.T 3.5 FPS YES tBR RIP-RAP BAFFLE (~A~D~ 40 LBS 822 56,524 277,626 p p~
- - SILT FENCE DETAIL TRAPEZOIDAL CHANNEL NTS .5$077 1'~N~ ~ COM910N BERMUDA GRASS 8 LBS (HULLED, APRILS-JVI€ 30 813 6,629 ,J~7pJ RDA HICKSWOOD
~ 10 LBS (UNHULLED) 2. FEB.-MARCH 64,237
824 66,835 4089,55 q~ HAVE Y N
I ~
T I g CE ci
ti o: 5
~P d >
9 ~ { A W < 9 G
WILLARD RD, ~p ~ d
A d A
- VICINITY MAP
_ -
~ ' S7E DATk PRE-DEVELOPMENT
DRAINAGE AREM t34 ACRES a1o- (5.75Ko.J0)(34AC~ ~ CFS
POST-DEVELOPMENT
_ DRAINAGE AREM t49 ACREB ota- (a7s)(o.s9)(4AAC)' na cFs
flOND IS DE516NED to S70RE VOLUME BETWEEN PRE-DEVELOPMENT AND POST-DEVELOPMENT RUNOFF.
. r TEMPORARY SEDN1E31T S70RAGE:
NO SE08ENT Fit011 CONSIRUC110N SMALL ~ Al1CWED TO ENTER POND- ALL EROSKIN MLL BE HANDLED BEFORE SEDIMENT
WILL ENTdt POND.
- 4t PETrMAFFJFT 9D~E9F? 5101A0
_ 43 ~ REOUIED. tro AC-N/AC x N AC ORN4~ NEA. 29,234 6
45 tDP EIEVAlIOF eILO PROwEO~. 29,803 a 46
- PERMANENT WATER OUAUTY POOL:
REOIIIXED ~ 0.B N!-AC/91 x 49 AC ~ 142.299 CF
42 10P ElEVAlt01 (10L 10' DEFP~ 8ffi0 PIIO'rDED • 1N,238 6
PgVO AIArW/fNAhYl° EA.SEA! T _ Q4ASS LINFD E7/fIPGOVCY,SJ°lLLMAY R7 EXIDVO O~f74 AAm 217' YU4 48
W/ IFMP. LINER C125/C BY ]VA?AY WT+.sI~ rc~ ~ DRAT A,MfR/CAN Gi4EEN' AP AR°ROFfD FFUCIR.E SPUwAr.
FOY/AL- .SFF RETAIL DESGN sTGRM• 10 YR ¢9 NOTE: SPLLWAY DESICNm fTXR Q10 PRE-DEVflAPMENT - 59 CF5
RLSER~ 48' BARREL 38'
B.TO 50 E9JFRGENCY SPILLWAY: GRASS LBED W/ TEMP. ll?N:R C124/C EIY 'NOR1H AMERK:AH CREEK' OR APPROVED EpUAL
- B2B s F - DESIGN STORMS 10D YR
COMMON B2s• AREA g2s 0100 (7.A)(0.39)(49 AC}~ 151 Cry PRINCPLE SPILLWAY REDUC110N~ 59 CFS
• JO' NILL~ Ra° Cap DAAI ELFIN 824,0 DESIGN fLOYA~ B2 CFS ELEVAROIF 8220
B2f 813 3:1 SKX: SLOPES
aPA.S;S' UN .TO' I k / .SiIWE 822 , { ~ m Q'/AN~gj_ /'R07FCTE0 ~ . „ _ , , „ _ „ B21 1x SLOPE BoTraM WwTN• z+'
'~~TAR "'th~AREA ~ .„~.,,_„_....I.„_.,_,~~,.-B20- n k.. .yt. ~ • B1B ~ ~ , a.o4 DEPTII~ 1.0'
' • * k k k ' o°oo°ooo B/8 , ~NO~4N/AL •II: .y ooo°o 877 . ~ 'NSA[ atxy tZE'Va vELOaTY- 3.4 FPS 820.0 - , ~ , , ~ , FREEBOARD AND SET141711ENT~ 1.D'
o°°°°°o ' - , , ~ , ; TOP aF DAM ELEVATION. 824.0
° ~ o ~ 815 fir B/40 INY. d/T= 81l.S o 0 0 0 0 ~t•7 g
p 9 ~ CONCRET DESIGN:
R P A~ B C50 /PlP D o m ~11ET vuvE KEr BARJ4q Q` 0 0 0 ~W t ~ RISER DIAIEIER~ 4B' VOLUME DISPUCED x 15% 79.5 ~
o o KoFrRElI Rti9ET ' , , ~.rq~ o0 0 ~ - \ BOUYANCY FORCE 79.5 CF x 924 PCF~ 4,980.8 lB5
srANias slFa eals I ' ' \ _ O ~ IIIIII,IIIII11 ~ + „ VOLUME OF CONCRETE REIXAAED~ 4,9800.8 LBS /(150-924PCF)~ 58.8 CF 1 5ff~5.5'x5.5'z2'~80.5CF
p ' III + ' ~ + , ~ , AFRMAN 1 7~MAN~ivr ~r oE>Frvnav Pavn
O I ~ + , + , ~ 907 O r emror DaNI , ~ + , , ~ J?OrrPN EL£V.= 8/5.0 DRAINAGE PR07ECTKMI NOTES:
0 0 J cauA,av 1. NO FILL, BUWDINfS OR STRUCTURES, EXCEPT FOR WATER DEPENDENT STRUCTURES, GREENWAYS, UTILITY SUBSTAIWTNS,
0 I, ~ AREA ununES, ROADS oR otHLx REUTED PuLLtc MPROVEMD115, 511ALL BE PLACED OR CONSTRUCTED VA1HN THE PROTECTED
Fi1JIDE ~ ~ ~ 9'PN^ ' I ' I FIIaIT VEW 90E YEW Q ~ ~ ~PLIIGIED I I ORABIAGE AREAS As FRONDED N TABLE 8-18-4 OF TiE aTY aF 1 ~ ~ ~ ~ ~ ~ ~ , HIGH FONT DEVELOPAIFNT ORDRIANCE.
iii, , ~ ' , 2 DRIVES, PARKNG AREAS, OR O1HER WIPROVEMENTS SHALL ~ ~ . BE CONSTRUCTED NO CLOSER 1HAN (2) FEET HORIIONTALLY
BOTTOM DRAIN & SHEAR GATE VALVE ~~~~~0~ ~ ~ \ ~ ~ ~ FRpI THE lOP OF ANY BACK SLOPE ALONC ANY OPEN , -r ' ' WATERCOURSE PARKING AREAS AND ASSOaA1ED DRIVES MAY
cf2uMav ~ , _ , ? , ~ ~ , , BE CONSTRUCTED OVER ENCLOSED SUBSURFACE atAWS
AREA „ - - l 5A°E'
; ' ~ RESPONS19uITrTO wA91TAIN PERMANENT RUNOFF CONTROL STRUCTURES STATEMENT: THE OWM9RS' dSSOCIATION SHALL BE RESPONSIBLE FOR MANITAING THE COMPLETED PE791ANENT
kuWOFF CON1Ra. STRUCTWIE AS D8ECIED BY 11iE GOVERNMENTAL OFFICE HAVING JURLSDICTION J~ ^ FOR WATERSHm PROTECTION AND, IF TFE OWNERS' ASSOCIATION SHOULD BE DISSOLVED OR CEASE
~ d u„~~ TO EXIST, 1HEN 9! 1HAT EVENT ALL 1HE OWNERS OF RECORD AT THE 11ME OF REOUIFED MANIENANCF SHALL BE JO811LY AND SEVERALLY LIABLE FOR ANY AND ALL COSTS
I ~ - - _ A11F9DANT iHEAE10.
m
EaRF71E OA9fE15 -i ,e , ' f
FLOOD F ,
100 YEAR ~ ~ IN AND PDA PLA _
-BTFBCESS S7EIl BDL15 •
-FLAKGE ~ - /
IINn-sE~r a,ITE °o
Ann-s~EP Pu1TE t)EtAIL I
i OMER/OEIELO/Dt 010401 9UCART
i l I I~ i I l I I l l l I l l l l l JQIS YAPlfW000 A1E. W915TON-SNFM, N.G 2i10J
• ~ I I I I~ I~ I I I I I I, I I I I I I I I I I I I I I I, 1 1 8101E [phone]
' ' I I I
''~~I 7LIE I~IhptOV6~AENTS SuOwN Ou 7uis SHEET
I , I 1 aRE 70 bE bUIt,T IN CONJUNC71ON WITI1 TILE
''III I I I I I 1p BIDE I ~ I t7EVEtAPMEN7 OiF °NI~KSN100A FOREST" TRecT'n.
I I I I I l i l l I l l~ 1 1 1 1 1 1 1 1 1 1 1 1 1 1
TaF a aYSN FIEY . tf2~D N ~ k ^
7Y 7RABK RACK- NICBKIIY ANfCE ! RCD
FalmmFfw ~uwAr FIFV . e».o ttWBR (r ac) ~p4+ui444j~ _ `H ~ARn 'a~~
- . TOF a Rl9iR aEV - maO - - Q - - - OWNLR 5 (LIZ I IFI(11 I I'. 01' (01~1f LI:1Ni` L ~ .e.....~,(/,~
r' ~ SS?~ ' ~ 0~ PERMENANT WET DETENTION POND
I, arccpf this suhmisslon _ _ EAl FOR
F'E1iMMENT wAEA DuAUIY P00. as my plan of development and agree fo install all required ,z ~ 18914 •
w im Trovemcnfs and com TI 'with the conditions of a T mlval. F ~ ~ ~ f w I I > tl
. 6 ,NCI ~ ? r 9 ,
YAL1E KEY- NFIHSBP FIAT BCilm BEfI'14)I NV.. 81.5 RNCES 7CIX KE(BB9E DA9E15 CONEC11a1 iD BE MELDED YE OEUI _ _ _ _ _ TRACT C' PHASE 1
r eOllau tR1AN ! 9FAR GATE VAL1F NV flFY - fI10.D - - FEnI - - - - - - - - - - - - MFN NEIX+IB7E (N9ET (714) Otivner![)evclo Ter 1 1~ ~ I
f'FAIAIENT 9EDAE7IT 9TDRADE b HIGH POINT TOWNSHIP GUILFORD COUNTY
d eolra a eA9K EIEV - ele.O NORTH CAROLINA DATE: FEBRUARY 19, 1999
* ~ oar a ,lr DAP BANIq ! aBp .D -
r WATER9IED RENEW COMaJIT1EE EHDORSEMEHT BLDac: ENONEQtS CERiB1GTN1I1 of RUNOFF cD11TRa: GRAPHIC SCALE 1HIS WATERSHED CONTROL PLAN IS APPROVED BY THE WATE1tSFIED RENEW COMMTiFE: I C£RRFY 1HAT i1N5 PLAN W91 CONTROL RUNOFF N COMPl1ANCE 1MiH THE CITY OF
M aAR iHal RsEx N u' k as' - ~ / HIGH POINT STORMIYAIER GUDE111ES FOR WATER OUAIJTY AND FLOOD CONTROL, AND ~ 0 90 10 90 t20 s~`~ GUIDELINES OF THE SAME S70RYWATER GUIDELINES FOR WATER OUAUWTY MD~OOD CONTROL.
tar r mo 1.6 txKx Ri-RAP YnDa7Y+a4 Erg `~--7FIP. IrEA RECIIrIFD 1 1 any n tIDRn+
/ AMERICAN 8 43 APF05FD~ ON g- CUR-OFF TRENCH. EXCAVA,EO 1 - >ir-#x amr a "OVED Eat 77777
NOTE- ALL PIPE caxEnaxs ARE TO W[gnoxr. TEN BACKFI LED AND COMPACTED WITH LOW PEHIEABI7Y SOL NMATERtAL , . ,v DATE: DIRECTOR OF PLANWC D E9ffffi EN-f-DATE ( IN FEET )
CM. CO RUGA70 ALUMMUM PIPE
SIGNATURE _ 1 Inch = 40 ft.
10, ~LLYIAY ELEV . l77.0 1 / DIRECTOR OF r SERVICES DATE EVANS ENGINEERING INCORPORATED ENGINEERS, PLANNERS, SURVEYORS
EMERGENCY SPILLWAY CROSS SECTION 4609 DUNDAS DRIVE GREENSBORO, NORTH CAROLINA 27407
SECTION THRU BERM AND SPILLWAYS PHONE: [phone] FAX: [phone]
DIRECTOR OF DA PROd low-tu OM NKKSPMI.Dwo
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