19990667 Ver 1_Complete File_19990709

DEM XV:
CORPS ACTION TD:
e
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #):
PRE-CONSTRUCTION NOTIFICATION APPLICA'T'ION
FOR NATIONWIDE PERMITS THAT REQUIRE:

1) NOTIrxc^vxcN TO TF? CDRps or icuunizzRB
2) AFFLSCATION rOR SECTION 401 CERTXVXCATzoN
3) COORDINATION WITH TSE NC bivis I ION Or COASTAL XUlAaESMNT
BEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE
FIELD OFFICE OF THE CORPS OF ENGINEERS (REE AGENCY ADDRESSES SHEET) . SEVEN
(7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT
(SEE AGENCY ADDRESSES SHEET). PLEASE PRINT.
1. OWNERS NAME: Gene T. Fales ?
2. MAILING ADDRESS: P.O. Box 19541, Greensboro, NC 27419
SUBDIVISION NAME: Piedmont Centre
CITY: High Point STATE: NC ZIP CODE:
PROJECT LOCATION S, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADD B?E),:. Lot 13, Piedmont Centre, 4259 Piedmont Parkway
H 2 6 '
3. PHQIE Ni 4i'ER 0 (WORK) : [phone]
4. I LING NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS,
PHON NU
5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: _ _Guilfngd NEAREST TOWN OR CITY: High Point
1
SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC.): 4259 Piedmont Parkway, second lot on
north side of Piedmont Parkway -lust west of intersection faith
Tarrant Road
w
6. IMPACTED OR NEAREST STREAM/RIVER: East Fork Deep River
RIVER BASIN: Deep River

7a. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDA'Y. SALTWATER
(SA), HIGH QUALITY !WATERS (HQW), OUTSTANDING RESOURCE WATEP?B (ORW), WATER
SUPPLY (WS-I OR WS-II)? YES [ ] NO EX] IF YES, EXPLAIN:
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ( ] NO (KA
7c. 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?
N/A
$a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [ ] NO kyj IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION):
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED VOR THIS PROPERTY IN THE ,
FUTURE? YES [ ] NO [}{}l xF YES, DESCRIBE ANTICIPATED WORK.
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 4.204 Ac.
9b. ESTIMATED TOTAL NUMBER OF ACRES OF.WETLANDS LOCATED ON PROJECT SITE:
0.06 Ac. assume 10 along drainageway
2
. ... _.. _.. .n. _. .... ? .. .. .:. ... ..... .....n .. t?...?... h' .?1:lt?JlxN '..y.? ? ?1. i.. .i..t r?'?:ry:
10a. NUMBER' OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
FILLING: EXCAVATION:
FLOODING:
DRAINAGE: 0.06 Ac.
OTHER:
TOTAL ACRES TO BE IMPACTED: 0.06 Ac.
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION): ll
LENGTH BEFORE: [T AFTER: O_ (PIPt`? ?r0 l £T
WIDTH BEFORE (based on normal high water contours): FT
WIDTH AFTER: £T
AVERAGE DEPTH BEFORE: FT AFTER: FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: XX
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? -N/A
WHAT IS THE EXPECTED POND SURFACE AREA? N/A
12. DESCRIPTION OF PROPOSED WORK XNCLUDING DISCUSSION OF TYk OF
MECHANICAL EQUIPMENT TO BE USED'(ATTACH PLANS: 8 1/2" X 11" DRAWINGS
ONLY):
and install storm drain and utilities
13. PURPOSE OF PROPOSED WORK: To build 31,810 s S. ft. office/warehouse
din
1
4N
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): .
n,
';i
To make use of the lot for the proposed building Darkina and loading area
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 VR6JECT. DATE
CONTACTED: /Nfo __ f r 7?7 S -J-?7 (ATTACH RESPONSES
FROM THESE AGENCIES.)
16. YOU ARE REQUIRED TO CONTACT TH£ 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: stx.-r Z ? 3--27 __
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND?
YES [I NO [}? (IF NO, GO TO 18)
a. IF YES, DOES THE PROJECT REQUIRE PRZPARATION 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 (I
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 SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
4
11
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION Ir
PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL
INTO WETLANDS:
4. WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES
AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 16, 21, 26,
29, AND 38). ALL STREAMS (INTE,RMITTENT AND PERMANENT) ON THE PROPERTY
MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1
INCH EQUALS 100 FEET OR THEIR EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE
IMPACTED BY PROJECT.
C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA
SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT ULAN IF REQUIRED.
e• WHAT IS LAND USE OF SURROUNDING PROPERTY? T
in an industrial park subdivision with 1o_ on art, side
across Piedmont Parkway developed with office / warehouse buildin s
and an existing pond to the rear of the site
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
Public sanitary sewer
g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
NOTE: WETLANDS OR WATERS OF THE U.S. MAY NOT HE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF
ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION, AND
,
3) u x TM 2wzwTY COASTAL CODNTIES ONLY) , A LETTER FROM THE
NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMkNT
PROGRAM.

OWNER'S/AGENT'S SIGNATURE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION UTTER FROM
THE OWNER IS PROVIDED (1$g.))
2 s 9, .9
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State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
L7TWAA
4 •
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
October 19, 1999
Guilford County
DWQ Project # 990667
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS
Gene Fales
PO Box 19541
Greensboro, NC 27419
Dear Mr. Fales:
. You have our approval, in accordance with the attached conditions and those listed below, to place fill material in 150 feet
of streams for the purpose of commercial development, as you described in your application dated August 24, 1999. After
reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 3108. This
certification allows you to use Nationwide Permit Number 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. Applicant is hereby reminded that if total stream impact (culverting and riprap) exceeds 150 feet, then on-site stormwater
management will be required for this entire project and compensatory mitigation may be required.
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 919-733-9646.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Raleigh Field Office
Winston-Salem DWQ Regional Office
File Copy
Central Files
Norris Clayton; Hugh Creed Associates
Sin ere
T. Stevens
990667.Itr
1
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
hftp://h2o.enr.state.nc.us/wetlandc.html
OF WATER QUALITY PAGE 01/01
g0e'q.-
DIVISION OF WATER QUALITY
WATER QUALITY SECTION
Crt1 y?P?l NGcY
401 INVESTIGATION
FORM
7* 7
Date Received .?? pffice: , ^S County
DEM+--GWill tact:_ - - ---f?.V.
R
Complainant:
Address:
Nature • ?•of

Post4P Fax Note 7671 D0 /p ? ?

.
T. 74 From -
Co,/De
Phone M ?-
Phono M
E ex A Fax M
i---...___..._-__w-__-_--__---__--__--__ ---
Location / Directions: ?_ va•,., X=
Nearest Stream:,0 ,da?Basin/Sub.. • Index •No w rLL S
Class:G? /ev
Distance of impact from nearest surface water: ?If-,
Investigator: lz/.VJ U % /4-,
Date: Time:
Observations: . 10L^j4.101- 19.1%1 A903 C_ ? CI??_
Resol

:Is there ?yviolation of thee? 4491 Certification authorization ?.10. ;'d710_1
If so complete the enforcement section on the back of this. form and forward copy to
the Cc a! / Regio a C
Signature: Date:
cam.
DWQ 12/96

I ,e S/v.
x?i1z .

DEM ID:
CORPS ACTION ID:
NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDZ PERMIT #)
PRE-CONSTRUCTION NOTIFICATION APPLICATION
FOR NATIONWIDE PERMITS THAT REQUIRE:
1) NOTIFxCATZON To Ti C01WSt OF ICNOINEERS
2) APPLICATION ]arOR SECTION 401 CERTxrxCATION
3) COORDINATION WITH TzE NC bxvxjiION OF COASTAL MANAGPJUNT
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
(7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT
(SEE AGENCY ADDRESSES SHEET). =ASE PRINT.
1. OWNERS NAME: Gene T. Fales
2. MAILING ADDRESS: P.O. Box 19541, Greensboro, NC 27419
SUBDIVISION NAME: Piedmont Centre
CITY: Hit h Point STATE: NC
ZIP CODE:
PROJECT LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM
MAILING ADDRESS ABOVE): Lot 13, Piedmont Centre, 4259 Piedmont Parkway
High Point, NC 27265
3. TELEPHONE NUMBER (HOME):
(WORK): [phone]
4. IF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE 6FFICIAL, ADDRESS,
PHONE NUMBER: NIA

5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC
MAP OR AERIAL PHOTOGRAPHY WITH SCALE):
COUNTY: G»ilfQrd NEAREST TOWN OR CITY: High Point
1
SPECIFIC LOCATION (INCLUDE ROAD
NUMBERS, LANDMARKS, ETC.): 4259 Piedmont Parkway, second lot on s;
north side of Piedmont Parkway -lust west of intersection with
Tarrant Road
w
6. IMPACTED OR NEAREST STREAM/RIVER: East Fork Deep River
RIVER BASIN: Deep River

7a. 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-I I) ? YES [ ] NO [XI IF ICES, EXPLAXN :
7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL
MANAGEMENT AREA OF ENVIRONMENTAL CONCERN (AEC)? YES ( ] NO [KA
7c. 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?
N/A
8a. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON
THIS PROPERTY? YES [ ) NO kyj IF YES, PROVIDE ACTION I.D. NUMBER OF
PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401
CERTIFICATION) :
8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE ,
FUTURE? YES [ ] NO [x)d IF YES, DESCRIBE ANTICIPATED WORK:
9a. ESTIMATED TOTAL NUMBER OF ACRES IN TRACT OF LAND: 4.204 Ac.
9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE:
0.06 Ac. assume 10 along drainaaeway
2
U
10a. NUMBER'OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY:
r fl
FILLING: EXCAVATION:
It
FLOODING: OTHER:
DRAINAGE: 0.06 Ac. TOTAL ACRES TO BE IMPACTED: 0.06 Ac.
10b. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (1'F
RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION
LENGTH BEFORE: ISO XT AFTER: ? FT
-z-
WIDTH BEFORE (based Qn normal high water contours): FT
WIDTH AFTER: rm
AVERAGE DEPTH BEFORE: FT AFTER: FT
(2) STREAM CHANNEL IMPACTS WILL RESULT FROM; (CHECK ALL THAT APPLY)
OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: XX
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? __N/A
WHAT IS THE EXPECTED POND SURFACE AREA? N/A
12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYP'OF
MECHANICAL EQUIPMENT TO BE USED'(ATTACH PLANS: 8 1/2" X 1111 DRAWINGS
ONLY): Ustm pans, loaders, r307.g-res; and harkhQe ;Ln gradgm site
and install storm drain and utilities
13. PURPOSE OF PROPOSED WORK: To build 31,810 s!j. ft. office/warehouse
bUilding
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):
To make use of the lot for the-proposed building narking and loading area
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
CONTACTED: /M/'o-f-,-7 (ATTACH RESPONSES
FROM THESE AGENCIES.)
16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OFrICER
(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: /NFO, s ovT 2-.7-7?
17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF
PUBLIC (STATE) LAND? -
YES H NO [d (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 [I
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 SHOULD BE
DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH
CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH,
NORTH CAROLINA 27603-8003, TELEPHONE [phone].
4
18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF
PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OR FILL MATERIAL
INTO WETLANDS:
a. WETLAND DELINEATION MAP SHOWING ALL WETLAND,, STREAMS, LAMES
AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26,
29, AND 38). ALL ST"AMS (INTERMITTENT AND PERMANENT) ON THE PROPERTY
MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OR 1
INCH EQUALS 100 FEET OR THEIR EQUIVALENT.
b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE
IMPACTED BY PROJECT.
C. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA
SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE.
d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED.
e. WHAT IS LAND USE OF SURROUNDING PROPERTY? Th located
in an industrial park subdivision with lot-gn--p..ach side and
across Piedmont Parkway developed with office / warehouse buildings
and an existing pond to the rear of the site
f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL?
Public sanitary sewer
q. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE.
N02'E: WETLANDS OR WATERS OF THE U.S. MAY NOT HE IMPACTED PRIOR TO:
1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT,
2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF
ENVIRONMENTAL MANAGEMENT (WATER QUALITY) CERTIFICATION, AND
3) ( IN M 2WLWTY COAS7'A1 COUNTIES ONLY) , A LE TTEA' FROM THE
NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED
ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEM$NT
PROGRAM.
OWNER'S/AGENT'S SIGNATURE
DATE
(AGENT'S SIGNATURE VALID ONLY
IF AUTHORIZATION LETTER FROM
THE OWNER IS PROVXbED (18g.))

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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
Kerr T. Stevens, Director
Mr. Gene Fales
P.O. Box 19541
High Point N.C. 27265
Dear Mr. Fales:
1 ? •
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
July 8, 1999
DWQ # 990667
Guilford County
On 21 June, 1999 the Division of Water Quality (DWQ) was notified by receipt of your
application regarding your plan to fill wetland for the purpose of developing Lot 13, Piedmont
Centre development in Guilford County. Approval from DWQ is required to disturb these
wetlands. A described in 15A NCAC 2B .0502, we will require you to locate all streams and
ponds on the property so we can determine where the proposed impacts are located. Please show
these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to determine your
projects' compliance with 15A NCAC 2H .0500. Also please correct the application for on page
3 to reflect the stream impact.
Please call me at 919-733-1786 if you have any questions or would require copies of our
rules or procedural materials.
Sinc rel
Jo R. Dorney
cc: Winston-Salem DWQ Regional Office
Wilmington Corps of Engineers
Central Files
Norris Clayton; Hugh Creed Associates
990667.pnd
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
. Gc°v
(Fwd)I GIe T. Fales in Guilford County
Subject: (Fwd) Re: Gene T. Fales in Guilford County
Date: Tue, 27 Jul 1999 16:09:53 +0500
From: "James Ronald (Ron) Linville" <[e-mail]. ne.us>
Organization: NC DENR Winston Salem
To: "Cyndi Bell" <[e-mail]. nc.us>,
"John Dorney" <[e-mail]. nc.us>, [e-mail]. nc.us,
[e-mail]
No need to look any further on this one. Received old blue prints on
this project today and they are dated Jan 1992 and April 1995 so they
do not fall into our realm of stream protection. Only question now
will be do we want to let him take the other 150'. Don't see any
real reason why we should stop him at this point in time as the
perennial stream segment below is piped already. Don't know if COE
wants to back up and look at this in any detail for jurisdictional
issues in force at that time (about 600'-700' of stream). Blue
prints in my office if anyone wants to see them.
------- Forwarded Message Follows
-Date: Fri, 23 Jul 1999 15:57:23 -0400 From:
"Steve Zoufaly" <[e-mail]> To:
[e-mail] Subject: Re: Gene T. Fales in
Guilford County
Thanks Ron.
"James Ronald (Ron) Linville" wrote:
> This was just for your information. PCN or Pre Construction
> Notificaion to COE and DWQ for jurisdictional stream impacts.
> This will be a 4041401 issue more thatn WS. Wetlands group will
> follow up. There is no blue line on my map but a large pond is in
> purple just above site that feeds this stream. The lower stream
> segment was probably as good as the Polo stream used to be. This is
> part of High Point's Piedmont Centre Industrial Park off Hwy 68,
> north of HP that is a WS-IVI. No variance likely as the only
> remaining section left is likely intermittent (no mitigation) since
> no aquatic organisms could be found (appears to have continuous low
> flow). The sections with potential aquatic organisms have already
> been piped in my opinion.
> Do you want me to keep you informed on these sites when we find them?
> The good thing about Randleman rules will be that if it is
> jurisdictional to the COE, it should also be intermittent or
> perennial so life may be easier there.
> Date:
> Fri, 23 Jul 1999 14:43:49 -0400 From: "Steve Zoufaly"
> <[e-mail]> To:
> [e-mail] Cc: Liz Kovasckitz
> <[e-mail]> Subject: Re: Gene T. Fales
> in Guilford County
> Ron, what is a PCN? Is this an fyi or are you warning us that we can
> expect some action to be taken (i.e., variance)? What is the name of the
> stream and which WS watershed is it in?
> Thanks
> "James Ronald (Ron) Linville" wrote:
> > We just got a PCN for this site. They have already impacted 150' of
I of 2 7/28/99 6:00 AM
Gene T. Falcs in Guilford County
Subject: Gene T. Fales in Guilford County
Date: Fri, 23 Jul 1999 14:09:41 +0500
From: "James Ronald (Ron) Linville" <[e-mail]>
Organization: NC DENR Winston Salem
To: "Cyndi Bell" <[e-mail]. nc.us>,
"John Dorsey" <[e-mail]>
CC: "Steve Zoufaly" <[e-mail]. nc.us>,
"Liz Kovasckitz" <liz [e-mail]>
We just got a PCN for this site. They have already impacted 150' of
this stream and are wanting 150' more apparently. Problem is the PCN
is stamped "401 issued". Is that for what they already did or the
additional footage. They also have already impacted several
hundred feet of what was likely perennial stream segments below the
current impacts. Altogether, this whole trib has basically been
blown away with piping and no buffers in High Point's water
supply. The lower portions were impacted within the last 3-4 years.
I have requested that developer provide copies of any 404s they may
have obtained. We found crayfish just below all this development.
Strangely, I believe that this developer really would not have minded
doing this in a more environmentally sound manner. He just did what
High Point allowed/required. This last round of permitting and
certifying was caused because someone in High Point (maybe we
made some progress) said they needed to contact COE and DWQ. Problem
is that the larger perennial waters were already piped!
***************************************************
In the end, we are reminded of the lesson of
Vietnam. The sorry, infuriating, bewildering
reality that the best and the brightest can
still succeed brilliantly at analysis and fail
utterly at understanding.
- Al Hemingway
1 of 1 7/27/99 11:19 AM
Hugh Creed Associates, Inc., P.A.
Consulting Engineers & Land Surveyors
1306 W. WENDOVER AVE. P.O. BOX 9623
GREENSBORO, NC 27408 GREENSBORO, NC 27429
TELE: [phone] OR [phone]
FAX: [phone]
TRANSMITTAL

DATE (-7?
PROJECT/CLIENT,
TOs J ??' ?C D/! L
FROM. -
NUMBER OF PRINT(S) _ SEPIA(S)
ORIGINAL(S)
TO BE DELIVERED TO BE MAILED
DIRECT EXPRESS FEDERAL EXPRESS
OTHERi
r
ca>
- t
MYLAR(S)
Vw
OTHER
TO BE PICKED UPS
EXPRESS MAIL L7
FOR REVIEW/COMMENT U FOR APPROVAL FOR SUBMITTAL
FOR YOUR USE AS REOUESTEDMl
COMMENTSt
-+ n d) 1)0i / 1 n 4-. n
Hugh Creed Associates, Inc., P.A.
Consulting Engineers & Land Surveyors
1306 W. WENDOVER AVE. P.O. BOX 9623
GREENSBORO, NC 27408 GREENSBORO, NC 27429
TELE! [phone] OR [phone]
FAX: [phone]
TRANSMITTAL
DATE June 21, 1999
PRo.IEGT/CLIENT. Piedmont Centre (lot 13) / Gene Fales
TOE John Dorney / NCDEHNR / Div. of Env. Mgt.
FROM. Norris Clayton -- PAYMENT
NUMBER OFD (7) PRINT(S) -_ SEPIA(S) - MYLAR(S) RECEI ?/ /V
ORIGINAL(S) (see below). - OTHER
TO BE DELIVERED [j TO BE MAILED 0 TO BE PICKED UP
DIRECT EXPRESS FEDERAL EXPRESS F] E MAIL
OTHER Noll
ul?e?
M...
FOR REVIEW/COMMENT O FOR APPROVAL ® 13U ? y'T?
c rzq
FOR YOUR USE AS REQUESTED ?
COMMENTS, Enclosed are the following:
(7) copies of Pre-Construction Notification Application,
(7) prints of site plan, and Check for $200.00 for Piedmont
Centre, Lot 13; for approval and permits. If you need
additional information, please call. Thank you.
F.Y.I.: The Corps of Engineers has already issued permits.
SEDIMENT PI7 ~ 2
DRN6. AREA ¦ 1.3 AG.
. esi.a DI9TUR8E0 AREA ~ }.g AG. x 9111` • REQ. 2,540 G.F. ~ i
EXISTIhIG DRAINAGE SIZE s 24'X4$X2.3'* s I, -nIn~NT PIT M I tii
. ~/ALVE FOR LAKE . DRN6. AREA 2,8b0 G.F, DISTURBED AREA AREA a 1.3 AG. 'Ui CURBED AREA ¦ I.D AG Ex. M.H.
WEiR OUTLET sb 5!ZE z REQ. I,q4! :REQ. I,g45 G.F. INV, OUT - 85 .62 ~GK 2
gi a 24'X48'X' a 24'X49'X2'a INV. IN - 954.62
04 G.F. 04 G.F.
\ V~IR OUTL LOT ,r IR LET =b' V~ OUT
,p J ~ ~ OD DR.
y \ ~ ~.AKE U ~ Ex. M.H. 517E 2
S \ p W.E. 855.6 \ TOP 85.45 INV. OUT - 841.5Q
INV. IIN. - 841,14 ~
aJ~ ` 1\ x ._T PRIVATE OP4~N SPADE E H. OP b35.f0' PB. 91, P6. 152 45 ~ q 4 PRQP. Top -855 qR u a RK ~ - MS z ~4 Y
~ MH.TD BE ADJUSTED \ \ ~ Y PREGA5T GONG. TION ZONED; GU-LI Rp ~ 4 P`~ ,
~ \ ~ PROP. TOP 84 .ID
~ ``r _ \ IN'•~. OUT- 825.34 \ \ n $ \ - \ c9, INV. IN - B 5.54 >h~
a
\ \ \ ACS \ ~ i u.r w
\ \ / D
\ 1 \ \ ~ Ex, M,H I \ V ~ ;ti TOP 8~4Qb0 i
1 I \ INV. OUT -840.44
\ INV. IN - 84Q,p4 I ~ \ ~ Ex. ASPHALt ~j PROP, rOP - No CHANGE \ ~ T OIL 3 ~ I
~ \ \ PARKING . I TpGIC~PILE 9.~ , I
\ - A A ~ aS s3 , I ~ \ o RE s ' ~ V I N TY MAP i i
\ ry \ ~ q, ~ ~ A \ 'y \ Q I a ~ ~ N.r.S.
\ I I a~ b~
V ~ \ V ~.i , I ( ~ x a4
\ ~ ~ nW ry Q' ~ 5~ \ ~ 4~ rya I - s-s'` I
~ ~ S k? I ~ \ 6 S W ~ k~' ~ I IT INS ATI N. wp ~d I 4 ,
\ ~ 8 ~ \ ~ - \ I ~ I
I I \ ` ~ \ ' ' v ~ y ~ - - . , ..r...-•- ~ I i I TOTAL AREA: a.2oa AGREE ~ _
~ , ~ - ~ \ ~ es,.o / 5 PPR v ~ r . TM ~ I ~ 2. REFEI2ENGE5: P.B, a5, PG. 23 a PART OF D.B. 3601, PG. 224x,
_ _ . \ ~ 3q,. ,o~i!iF _ _ . _ _ ~ TO IED~i E~tf GOMP'I~RM 1 ~,~OGIATION, INC. ~ ~ ~ D.B. 3602, PG. 254, D.B. 3602, PG. 48'1
\s~ ~ 9$ I~ ~ ~ . ~ ~
~ \ ~ 1 ~ TAX MAP: H.P. ~ 460-1-15 .r
\ I~1 ' \ INV. b \ A3 ~ ~ , / `b ~ i ~ 4. ZONED G.U LI (CASE ~ 88 - 25
\ \ - f~-« , \ \ I r _ 1 -b34 D _ / ~ - , / Y ~ .
\ ~ ~ 2 \a. ~ 5. AVERAGE SLOPE: 8.q ~ /
~ I ! LOT 13 9 \ >r PIEDMONT CENTRE, SEG. 2 k ~ ~ _ l b. 501E TYPE Ge62, GeG2
,i - P.B. 95. PG. ?3 =F / ,
TQP-833 - ~ ry RE-REGOF2DED IN F.B. 130, P6, 13 / / 'i 3 500' s TO D P RI R . ~ ~ / EE VE
~ b CIA. ~'C - _ ATURItt ~!SREA / r~ / ~ ~ 9. THE ENTIRE 51TE DRAIN5 INTO PIEDMONT LAKE AND COMPLIES WItH ;EA A ~ y~ P T A R R5H L P AN. NA AL A / ~ / ~ THE IEDMON CENTRE M 5TE WATE ED GONTRO L
~ ^ II ti116= ~ - NA ,,G~ b G ' `I~ ~ NATURAL ARE -rte 36 / / 91 /
Mry r , ~ / / LC~~T 28 A, SITE IS LOCATED IN THE HIGH PDINT CITY LAKE GWA
PIEDMONT CENTRE ~ ~Y / ~ I T I A ~ 0, TO AL BU LDING ARE
TH19 !5 TD CERTIFY THAT THE SUBJECT PROPERTY SECTION II ''e ( ) IS PHASE 48, LOT i2 ~ 6 R~~r / / PIEDMONT CENTRE MAIN FLODR: 21,h05 SQ. FT. t
f X 15 NOT P.6.95, P6. 23 ~ - ~ "`Zt( r / SECTIO"I II gA5 MENT 10 05 . FT. / PHASE 4A; LOT 2B E
LOCATED IN A I F H A A A ~ ~ ~ X • AEG A~_~ODD_AZ RD AR1r 9 ZONED: GU-LI .n ~ , . - / / P$ Q4 PO OO" tOTAL 31,810 S0. FT.
DETERMINED BY THE DEPARTMENT OF HOUSING AND IJRBAR ~ ..M F ~ - • / / 1 zoNEp: Gu-LI II. PARKING SPAr?E5 REG~UIRED
DEVELOPMENT PER FLOODWAY/f.I.R.M. p 8„ MAP COMMUNITY PANEL N0. 310113 D0~ G ,FOR ~.(j,.-FORD G0, N.G__: ~ Sq ~ x ~ 46 / l 14,800 SO FT. OFFICE SPACE AT I SPACE PER 250 3Q. FT,¦ 5Q SPACES
DATED JUN 4th 1980. Ex15TINr"~ E3i11LDING ~ p SF ~ ~ ~ x Sli.r \ 46 / 51LT F N / RE-REc:,ORDED IN I~,;10 50. Ft Ig USEp FOR WAREHOUSE SPACE (2 PER 3 EMP. a IQ MAX. EMP. X X i / P.B. 130, Pc: 1~ = 13 SPADES REQJ
m ~ WF ~ a 4253 PIEpr10l~T PARK AY m . • Op R ~ ~ ~ 1 P " I AN IGA ) 5 / I~ PARKING SPACES P<QOVIDED 2 5 AGES w NCI. 3 H D PPED
W n ~ ~ .F p F " , F.F. ~4~.02 .F 8$ 13. PROPERTY ADDR)=59: 4x59 PIEDMONT PARKWAY
FE$. 5TH Ig9q ,:a.• • ~ 6 b~ -X ! G / 14 . A IO' "x" BUFFER 15 TO BE MAINTAINED ALONG ALL PROPERTY 8 N IN A ITN TH ITY OF HIGHPOINT C~ULAtIONS.
o E •o r C ~ \ - ~ @ ~ - LI E5 GGORDANGE W E G RE
~ C ~ II r-- 0 15. TOTAL "BUILT I~''ON REA b .b 3 Q ( / / ~ ~ fb. MAXIMUM IMPERVIOUS SERFAGE AREA FOR THE SITE 15 '15~
• I X . Q . E xvELS OR 6S I ~J (7 ~ ~ MATTING 'a r Nr ~ . t ~ / l R N WI IN A5 MENT I .SEWER SERVICE SHALL BE CAST I O TH E E
N C GI. d / ~ M . A JU~7M T T MA E WITH PRE AST ONG. SECTIONS. ToP-s5~ ~ n _ - i D _ EN 5 DBE D G G
O T F g• ~ • O lM61WEER'9 GER IFIG~TION O!' RUNOF G[N~tTROL / 'END ld~'.~ ~ . -
o° ,:,e • r~. ~E~ m I 18. THE CITY OF HIGHPOINT ELECTRICAL POWER SECONDARY / c ff, ALONG PIEDMONT PARKWAY BE SHOULD LOCATED IF
I CERTIFY THAT TH15 PIAN WILL CONTROL THE FIRST !NCH OF RUN01'F ~ ~ , b T FROM ALL 19UILT-U°ON ARtAg 9HOI~W HEREON, AND THAT THE RUNOFF CONTROL S30 TOp, / ~ Q ~ ~ THERE IS TO BE ANY cSRADIN6 PONE IN THIS AREA,
M1EA8URE5 SHOWN ON TH19 PLAN MEET OR ExGEED THE 6UIDLLINEl+ IN TFIE GUILFORD • ? SJp /M~ 8Sq ~ y - i9. IF ANY LINES ARE TO BE RELOCATED, THERE WILL BE A CHARGE I Ex. A~ph1ALT
COUNTY WATER QUALITY PROTECTION MANUAL 15511ED 6Y 6UILFGRD COUNTY, Z4 • -'4 8 • O a<,e t0 A BY THE CITY OF HIC~NPOINT TD D0 THIS . O P RK~N6 5 0.5E R SHAL BE AST IRON WITHIN EASEMENT.
JANJARY, 14A4. II 10 • • ~ '4C F ~ 2 WE L G
~p111111~~~r~ ~ ~ 21. ALL DRI'?EWAYS MUST CONFORM t0 CITY OF HIGHPOINT I I a ~ ~ pRl`JEY~IAY ORDINANCE.
P.E. SEAL .../.....7 ~ ' ~ 5 IN6 AREA ~ 22. MAx -BLDG. HEIGHT = 'SO'
a / ~ I i GU ATI I IN6 . c~ ~ 23. BU LD USE : gPE L VE BU LD
SIGNATURE . - , ~ R ~ ~ PARK ING - - - TYp /
DATE ..~7....t1 ° - - - ~ ~ NATURAL AREA B q' I ~ ,
A R . / 10 ~
Q • . TUR L A EA r~~~~E ~ ~ ~ ~ YI. , ~ P~ ~P EXISTING PI?E„~ YI, 0' TOP-! / W ~ YI. ~ r- I • F~ r ~
•,r~ 1~ tip' IA~DER.6itpJND ~'rR ~ ~ _ r1 TOP-855.0 INV. F 0 TOP- 5.4 j ~ ~ l+G.~"i } , 5.o INV.-s .b ~ d ~ 2 GONSTilI~TION 51Cx~ULNGE •
X41/li!{ - - - ..,,y - ..r,,, ~ k, ~ ,0I .0 NPT~"` _ . - ` ~ 3a' ~ A t it r ~ ~ I WITH
„~j 5••~ _ _ NT NAT _ _ PBY ~ t i NIGH PDINT EROSION GCINTRO~+NSPtGrOR
~ - ~ UG-TE n.-, _ _ N,' " ~ ~ , ~ (DAD'S-'3144) AND OBTAIN GRADING PERMIT. TELE ~ POWER ~ _
s, ~ 4. GLEAIt AMEA AMlti ~ STORM DRAIN
bb3ab - ~ v W 11E18!~ - ~ . t rROTEGt INL,ET3 - p _ I VE T. IMENT PITS !
Ex i2" D.LP WP,TER~•.., . , W W W I„I ~ - G NBTALL 6RA L DONS ENTERANGE,SED w W w .~o w 51LT PENCE .
Ex• GB. O6'23`W 558.35' Exi T, HYD, J4" ME ~ rOP eeb.es I T FENCE D. CLEAR AND GRADE SITE
gL ENGE E. STONE STAGING AREA
TELEPHONE - a ~J ' ` ' ~ P BUILDING GONSTRUGTIDN,
~ _ _ °IAN 'II I p ~ ` ~ ~ 6. PAVE PARKING LOTS. ~ ~ ~ ~ - ~ ~ ~ ~ H. SEED AND/ OR LANDSCAPE ALL D15'NRBED AREAS .
_ 20' x t 00 X 8 DEEP ~
TEMP. GRAVEL ZOA~'. ~ - ~ ~ ~ ~ I. AFT~1f GROUND COVER 15 ESTABLISHED ,REMOVE ~O Xlpp ~ C~BP TEMP, EROSION CONTROL MEASURES AND SPOt SEED
A ~ Ex. IS,~RGP _ ENTER NGE ~ .,r_ ~ K i A TEMP. GRAVEL GONST. KWA~' A5 NEGE55ARY .
w 100' R16H'I 100' R161~T-OF-WAY ENTERA ~ ~~A~~1;~11,,
~.'•1 ~h SEED ALL EXPOSED SLOPES WITHIN 15 WORKING DAYS
~50UTHERN DELI ~ ~ ~ ~ -.rr.-~ ~ ~ - - - - - ~ ^~s" ° _ FOLLOWING GOMPLEATION OP ANY PHASE OF GRADING,
~r~~r r ~ r.rrn..~ ~ ` , RMANENT VER FOR ALl DISTURBED AREAS WITHIN 15 ~ _ _ _ / 1 PE GROUND GO ~ WORKING DAYS OR 9O GALENDER DAYh (WHICHEVER IS SHORTER ) .
~ ~~i FOLLOWING COMPLETION OF CONSTRUCTION OF DEVELOPMENT
1
APPROVED BY THE TECHNICAL REVIEW COMMITTEE FOR A PERIOD OF 18 MONTH5, W ~ `
SUBJECT TO THE APPROVAL OF ANY REQUIRED STREET AND UTILITY PLAN5 AND PROFILES.
J N '~r .e ` ~`1 1+1 /
DIIiLGTOR OF PL.ANFgNB AND~DEVEI.~M~NT' ...DAT>~' 1 P A IT N
L. i _ ~ l..-
~~~ENO o~ s~eoLS
DIREGTOIt pF EYIILDIN6 IN9rEGTIQAJ! "DATE I, N T, i?A~, AGREE THAT THIS DEVELOPMENT WILL BE INSTALLED OR GONSTRUGTEq IN DfRAINAGE AREA DIVIDE _ T N - T I _ P M T N
GOMPI.IANGE WITH THIS PLAN. I UNDERSTAND THAT IF, ON INSPECTION, THE WATER, SEWER, AND STORM DRAINAGE LINES ARE FOUND NOT TO BE IN COMPLIANCE WITH APPROVED PLANS, WATER D15TURBEO AREA ~ GLE~r+our rcpt P A T NII H 4 i
DIRECTOR of tRANbPORrar10N DATE AND SEWED GONNEGTIONg WILL NOT BE MADE. EXGEL510R MATTING ---~r-•- ~ O ExSr e~rcH aeS~H rcB~ ~
EX15TIN6 GON'TOURS ~ F'ROPO'~ED LATCH BA51N iG$J tx5t. PIRC• HYDRANT (MIDJ HIl9H r01NT TOV~FIIP, GUILFORD COUNTY
m DIRecTOK of pl~al.lc 5~levlc~ DATE OV~JER/DEVELQPER SEDIMENT TRAP/ ;w;~•-' : ~ CITY OF HIGH POINT, NORTH GAF20LINA
ow+EwaEVELO2+c RIP-RAP FILTER DAM , ' ~ PaopoeEC Pint HrDRAHr tHYDJ Ex5T. MA1x~lxE MNJ DATE: FEB 05, Ig4q SGALE~ I" = 40' SHEET: 0
GENE T. FAZES, ELIZABETH J. FALE5, ' DRAINA6C DIRECTION • n PROA7.IED r1A1lIDLE tM.HJ
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P.O. BOX 1x541 CREEN5BORO, N.G. 2141M DRAINAGE PIPE ~r PR0"D YARD INLET (Y IJ HUGH P A. ~ CREED ASSOCIATES, INC.,
ro DIRECTOR OF ELECTRIC. UrILITIMS 0ATE TELE: AO) 665-4444 RIP-RAP PAD Q • FOYER Pc-4E (P.PJ
Q A REOV-ER CONSULTING ENGINEERS & LAND SURVEYORS
SHALE i`NJ13M k 0 YARD HYOPAW (YHJ
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SILT F x - GREENSBORO, N.C. 27408 FAX: [phone]
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THiS !S TO CERTIFY ThlAT THE 5U6.lECT PROPERTY EDt~N E ~ ~ P kv, ~ ~ + + ~ ~ . LOT 1~ j ~1 ~~~-Y~ tf ~ . r -
SECTION it } ~ ' ~ ) 15 PHASE 4B, ; r77 i2 i .846.90 9.D6~~ ~ ! ~ ~ , Pli~t~ONT ~~~P:'±2f: M{a ri r=; ~
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DE'TERMlNEp E3Y 7HE DEPARTMENT OF NOiiSIN~ :AND UREAN ~d. I DEVELOPMENT PER FLOODWAYI'F.I.R.M c EX - ~ J, h i~'t' 1 / ~ -r ~ i . F A I + I ~ - ~ ~ x zvNED: Gu-~_i i Ri`iNi~ ~PA~ES REQU RE„
~ ~ :-x'1.4 MAP COMMUNITY PANEL NO. ~ OR _ i F I~ ~0. N,~,._, _ . j ~ / 14,bOG 3Q. fT. OFFIGE 5PAGE Al i SPAGE PER 250 50. FT,s 5~ SPAGES
DATED ,~~y4th. IgBU.... ;;`~t~ "a EkI~TIN~ i3UILDING ~ ^J - _ ~ 5~ , ' ~ 51LT F ~ RE-RECORI~G ire ('1,210 5Q. FT 45 V~D FOR WAREHOUSE 5PAGE (2 PER 3 EMP, • Iq MAX. EMP, - x / / ~.8. 130: PG -i~ : t3 SPAGES REQJ
f"P ,fi ( • a ~+t_ 3 h',Ephi0N7 PARKWAY °1 ° ~ x / i2 PARKING SPAGES PROVIDED : ~2 SPAGES (INCL. 3 HANDlGAPPEDI ' ~
. ~ ~ q . / F.F, X45 0" e F r - / ~ i3 PPG>~'~RT"( ADDRE55: 425a PIEDMONT PARKWAY
FEB. 5TH IQ9q Q ~ a 6 . X ty r . 4. ~ _ - X _ ~ `~a a t" ~i ~F"[~? Tp BE r~1A.iNi~AINEC A?rC~NG Ai«~. PREGFERT°Y
, , ~ t3/ w, w = ~ 'N A•',(.,.~-RDA,i~!...+C: VY' rh"~H~ (`.iT'f~ i^ili.ifi~!71 \T tc~ JULAT~~4'NG.,
a p6 I ExcELS~,CR l ~ O. A O ~I Z II / 15 'JT.A., "BUILT UPON"AREA ~4b''3 ~G I=T. 351 ~ ~
„ RJR Q k ~ 0 '7 e.;,~ ~ MATTING ~ 1 ~V.~; ^,r~ n ~ ~ ~ ~ ib. MAxiM~M IMPERVIGUS~ SEr<.F,AGE AREA FOR THE SITE IS ?5~ - ~ 4
~'~31f•~.M. I ~ Np' ~ ~ ~ `T ..EWER SERVICE 51-IALL BE CAST IRON Wi;NfN EASEMENT. I •«._T _ ,
~ O _ ~ TOF-51.4 fry - ! MN. AD,lUSTMENTS TG' BF MADE WITH FF~EGAST GONG. SECTIONS. END ~u ~ , - _ - _
..s , ~ ~ I ~ ~l. GER7~PY TnA? THI~a 4°LAfi~ !^1}LL Gdta1'I~dL '~sE FiRSt IN6:~ ~JF Ri~Nd?:f` ~ ~ ;OF ir? THE ,i?Y OF HIGHPOIN~ ELEGTRi„AL PvWER SECONDARY
I°Ik,'.'M ALL DUILT-U'dN A12EA5 ".~?dWN HE~~;N, ANC TkAT Tim tfi}~+^FF Gdfvr~~jL - _ ~ • ,,h. i : ' ; ~ !n, A~~.~r>~;; PIEDMONT PAI~K~IAY BE S+~OJLG LOCATED 1F a... ~ rr4Ra ,5 TO BE AN , GRAG'1NG DONE IN THiS AREA.
~A°.~~9 SNOY~Ai ON THIS PLAN ~EE7 C?R ExGEED T?~~ ~INDEL}N~w iN ' ~~liLFG'RC~ ~ ; ~ / • ~'~,5~"•O ,'~~`~N,B n •8 I` ~ T i - iF A!d( LINES A1RE TO PE RELOCATED. THERE WILL BE A CHARGE
t,~uNr7' t^~4 ,Eft QUAL! .Y PRd1EGT,dta MANUAL 155 BY teat` lll.t Gam' GG'VN'!"Y, _-r...r~.._._, ~ ! • ~ 33~~~~ ~ ~ - _ Pi" ~_~E viT"' GF HIGHPOiN. TO [7O THIS -"4 l.. ~ ll ~.q~,;KIN6
JANUAyRY, 194, C7 1 i ~ ~L. } ° ~ ~ • i ~ ~C ~ i ut: :=E,''.R SHA;~.;. C3E GAS'* IRCiM I^iITHIN CA~MENT.
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POt^ER .a~ 1` ~ J I TOP-655.0 1N ~ •iE ~iC~N ~ ~ I _-~v.-~5 .0
~,a ti...~ C , _ j ~ _,f ` I t}~1 ~~...~2 t i~...~"' l~~-iE° ,,.__F'i~I~;~10P}T NATUkAI. GAS ~ s f ~ ~ ; A. ARRAhJGE PREGON_ . RUCTION MEETING WITH t QIN ! , Twi ~~r.T ~ 1 I ~ ! HIGH PCINT EROSION CONTROL IriSPEGTO!R
~ ~ / i ~ / r 4 _ ~ ~ 8b_ 3iaa ,AND O6TAIN GRADING PERMIT.
. ~ - _ _ _ 1 _ _ _ TELE ~ t I t~ rte(?i~F~ T ; ~ r ` tee. 6 >x , , r i B ~,LEAR AREA AND INS ~ .ALL STORM DRAIN
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' 6 ~ S!LT FENGG: -r. r- T fENGG: ~ p CLEAR AND GRADE SITE i : ~ NONE STAGING AREA u..
~ ! - r~~C.P?-4~~dF / Di } ~.e ~ \ C~ILE?rNG ~ QivSTRUGTION,
v, ~ _ _ G., i` l.r . i .-_s-- ._w _,.._.,.....v.._--a ~1 ~ PAr'F PARKihaC LOTS.
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j TEMP. GRAVELZi, _ . E ~t I __..m. _.W_.~_. 1, AFTz'R, GRQUI~D GCVER IS ESTABLISI~Ep , Ib2EMcw"E
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_w,_,____.. _s._.__ _ ~RM.ANEN7 6RCR,M(? .''?VE~c F,~'2 Al..~ r'I~?'~RBirL~ AREAS ~117hiN .a,._mm•..~-'- d.. ,.r - - _ _ ~_._~..r_.~ I - _ iri1RKINi~ DAYS: CSR aC~ GAI ~iJ[?E~ L7fi+?'S ~ 1^NrdfGN~:VER 1g 5HCN27E~ )
j ,i~.'a a FOL.~C?WIraC7 GOh1Pl.~TIC)r~ OF ir~T'k"~K,tlC7N U~ DE`JEL.CWrd~N'Y
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APPROVED $Y THE TECHNICAL REVIEW COMMITTEE FOR A PERIOD OF I$ MONTHB.
SUE~..lEGT TO THE APPRD'~AL OF ANY REnlJiREG STREET AND UTILITY PLANS AND F'RO~ILEa t
Dlagcrc~le ~ ~N} ANp DE~/ELdPt~ cATE
a ~ ~ , ~fTE ALAN
(JI1i~T01Q Or bU1LL~IN& ~N~GTldiwa, .,.p?T'R .
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GOMPLIANGE WITH TNiS FLAN ; l~I~vC~cRST?,N~• "t~~~.`' iF, ON ii`d5!='EG; ~ON THE i~yiATCR, SEWER'., A}~!C` r ~ ~ ~ R JET.' LA, r M i IN G~' LINES A,RE I=wUNC~'~~'~ ~O lt+ t UMPLIA °T PP CT ~<S wAT~. , _ _ _ cL,Fa~ ~ ~ V i ~t ~ ~ ,
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G ,AE 4 5 C, N,G. ~741 9 W,r IN DIRECTOR OF ELECTRIC LTILITIE5 ®A*E TE F; (qip) 6i,°g444
w a A : CONSUi_.TIN' ENGINEERS c LAND SURVEYORS
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DRN6. AIWA = ! AL.
~~.Q DiSTU~¢BEG AREA = i ~ ~+C. n 31ZE a REQ. 2,340 G.s~.
I ~x15'fINC~ CJRAINA6E c 4 ~ 511E 24 x AX~.S I RI'P ~;T $5 I
~ vAL'~E FOR LAKE ~ , D~t,N6. AREA ,bb0 G.F, pi5?Ut~BED ~+RI ±~N6. A~ i d ~,;ti r~,REA s AG~ EX. M.H.
~ WEiR CUTLET sb` ,TUI~BER ~ a 1~EQ. ',q4~ G.F. INV. OUT - 552.b2
SIZE : ~t~• '~Q SI : 4'X43 ¦ 24X45 ~2 a INV, IN - i35A.b2 ,
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~ ~ , ~f ~ + ~ I. TOTAL AREA. 4.204 AGRES
~ ~ X I ~ ~ t?R.IVATE LAKESIDE EASEMENT ~ 1tJ ~ ~
c9. ~ rt `31,. r ~ ~ ~ ~ \ ~ _ ,~4 C, l rs~==° ~ ~ j ,~C ~ ~ TC? €~IEi~MOtJT GEN'fRE G4MMUNITY I~ ~ 1. F,~,~. f: R~NGES~ i~.~, a15, ~'G. l~ d E';ART~F D „~bDl, FCC. ,.~4q,
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~ ~ NATURAL ARE ~ ~ d ` ~ ~ ~ r ~ r s,r ~ ,.T q ~ ETA, I~ v ~~.ATED iP~ THE H~~~ PO;NT a ,Y i~Al~;Pw C~4NA
PIF.DMi.~NT CEr~~'RE ~"el~ e ~ ~ THIS 15 TO GERTif"Y THAT THE SUBJECT PROPERTY SEGTtoN it ~ ~ Lv LB fit, ~ ~ 7' ~ ~ + L~$;r., ~ ~ / i ~Ci, 1"^ i r"~L E'~l,(L~):N~:> ALFA
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h" - ' LOCATED RNA IA A A A AS ~ ~ ~ ZONEf~: GU-LI ~ X a.~ T -i34i.4 ~ E ~ ~ ~'fj. ~d, Pa, (C» ?C7 ~ AL 31,810 FT.
DETERMINED BY T DEPAR' T F H iN AN I'R Aiv 1 ~ HE tMEN O OU5~7 D B ; ...:1,,~,,j` ' c . ~ ZONED GU-_. UE'~ EOU EL
DEVELOPMENT PER FLOOpWAYlFJ,R.M. ~h. _ 4 i~V -B3T t 8 MAP COMMUNITY PANEL N0. P FOR _.,~1,11~;~"OR,, N,~_, S,~ / ~ 14,b0O 5O FT. OFFIGE SPADE AT I SPADE PER 25O 5Q. FT.s ~q aPAGES
DATED ~i~. ~~1. l~i80 ,~t' ' ~ ~r~ ~'xi~?iNC~ ~UILCrlNG r - ~ -=p SI(, / SILT % rzE-RECORDED sty 11,210 50. FT i$ UgED FOR WAREHOUSE SPADE (2 PER 3 EMP. x Iq MAX. EMP. X _ X / / ~.F l3O, P~. : SPAGE5 REQJ
X T ?i PIEC>MONT ~ARK~~ Y m p ~ . 4..~ i X ~ ~ i2 PARKING SPADES PROVIpEp : '!2 SPADES f INCL. 3 HANDIGAPPEDI
- O / ,3. ~'~;Gf ~R~`~' ADDRESS; 423q PIEDMONT PARKWAY
FEB. 3TH 1999 ~ e j ~ ~ l j ~ ~ ~ ~ ~ r ~ ry ?C 'X ~ i 6 _ i ~F R I T A _ TA N N- A' ' ~'R P RTY O r.. iSl. J" S O 6E M IN I ED ALO G , O E d
i.'`~E~ ~''t AG•GO~AN~.E ?viT~' ''HE ;„~,1^?' pF HiCiHPOiNT Rz;,GI.iL.AT??NS.
/ r- ~ ~ ~ T v ~ ~T ~ ~ - , ~z ~ it ~ i. O A.. BUI.T ICON"AFcEA: b4,b 5c~ 'a~4o)
:y, f 1 i i I / ~ a ~ { I ~ tb. M. xIMUM IMF'ER'?IOUS SERFAGE AREA, FOR THE ~ TE 15 15A5
4~ a~ ~ ~ r "~f ~„a ~ • N~ ~ u1 j / ~ i~ 5Ef`IER 5ER`~/ie',.E`",~HALL 6E CAST !RON WITHIN EASEMENT. .f I , 1~ ! MFG .AD~°JSTM°NT T MA ~IiTH PR rAST NG. GT!ONS.
O rr~~ a I ~ C S OBE DE E~ GO SE a ~ . ~T ~ _
I GEI~TIFY THAT THiS Pi.AN WILL CONTROL i siE 1 v r f . ~,~______.__r I I~. ~:r.,~, O~ ~?{~POINT L GTRi A~ POWER S~GONDARY
~2.,r: ING~ ~:.'1` tZLiNG'F~F ~ a i 1 1?.-~ ~ ~ r...~ I~_. , u ~ ! FRAM 6UI T N A N ~ ~ ~ i'JT~ ~ (r, ~ Ail. L -UPd AI2E 5 gHOW HL~f~C,'+N, ANp v~~,T ~Hd RUB Gr? ~L ~i ~ .'~Yv-9 S'3~l lr~;~ j _ { ,n; n~vNk. '~~~C,~~ ~Gti, ~'ARKWA°(~ 6E ,~~4lhD L0z~~A,ED F 1 ~ 0'i l ` i ~ F~ ~ 1 TO tSE ANY GRADiNrS DG`N>s iN THIS .AREA,
htEA9U1~9 9HO1^Bd ON THIS 4'LAN MEET Jf~ ExGEEt? >'ii~ ~l1ipELINC~ iN iLF'C7YiI,"' ~ y? • ~ ~.5; ! ~'i. ~ k _ ~cl ic° :ANY ~~NEE A~ TO BE RE~,OGATED. "MERE vNIL~, EE A CHAR. ,
COUNTY WATER QUAL!T'Y 1~O'!'~GTION MAt~AL 15~L~ &Y CatliL£G+MtC: ~Ci~hiTY, - --r.~ ~ s . ~ / J r I .LJ ~ ,ASPHALT ~l_.~. ~ „ ~ FSY TtiE'~TY OF' HIGv~P;INT DO rH:^
,IAIJJARY, i99~. l i i ~ ~~~J` ~ 'G F ~Ci 5yv`~E~ SI-IAL,a B~. i .A:,T IRON ~yi T ~#i?r' ;<A~EMEN"".
7 ~ ~ ~ i t , 1 ~ 1 I I ( j ___v i Ir ~ i c.l. u _l^!.A Mti~, GOivPORM TO ..,I OF rrt~aH O.N,
P.E. SEAL ° ~ ~ ' p i °,5' ~ a I _J - ~ o' _r DRl',~El••;AY Of~ClNANGE. i - ! ( J
a~- ~ W 22. MAx -BLDG. HEiGH ~ = 3G-' ti~ ~ • ~
v. ~ r ~ - ~ ~ 23 BUILDI"rG USE , SPEC,.ULATf~lE EsUILDiNC ~ TYP' -
' DATE .[~.`~'.t... f 4 ~ ~ i
~ , r ~ ~ ~ti ( TURAL AREA i B y , . ~1Jr~t!JRAL AREA ~ r, ~ ~ ± Iq' ~ ~ I ~ r y ~ + ~ l ~ 1G t ~ ! AT
8~• ~ 1 P;,'P ~ r ,-y Ex157iN6 °i}~ ~ Yi. / I f ~ ~ 1S2~LR>.~21~...N~i2~'•_~' . 1QL ~ Yi. ~ _ _L.... _._l ~ W _
,r LNVG'ER C~Ol1NC? D~ ~ I. ~ THIG!`rT r-~l y„ ry,~, v i. TO AL .AREA DiSTi.D .41;3 At,,{x,51. )
55.0 iN4~ -8 .b I 2_ CONSTRUCTION SEOUENGE x..__ > .O i I.1~+T>~~~ i
1 N 7 i~ ! ~_i ~ ~ 3`' A. ARRANGE PRaGONSTRUCTiON MEETING WITH Ft~ / ~ T i ~a ~ ~ R r f ~ TM,4KE ~ hiGH POIRT EROS,ON CC~N,ROL INSf'EC,T01~
~fEG~1t~NT NATURH~ ~A ' ~ ! ~ / .....-..sue... - / ~ _ , , A ; ~ ~ 1 ; x'85-3189 ;AND OBTAIN G-'RADiNC-i PERMIT.
Q ~ ~ - ~r.- ~ TELF. ! S, ~ , i B. CLEAR AREA A'~G ENSTALw NORM DRAlr,
. w ~r _ _ v a
I £F~. i2" ~.f P. MIAT£f2 ~~1 C?C.A?„ ~ ~ /4" M ~ ~ r `W.~..""".`~ ~.,~r..o.m i q ~ r ~ v C r ~t5.1c - _ C. ,N5 A~.4 ~aRA?E:, uONST. ,.t~E~EpAN~.,E,SEDiMENT PI'S 3
-j Eh,~, ,~p y~ x ~ ,4~; M ! ~ w ~ Ti+Y Y..~s)bJ ~11~541 ETER 4~ ~y 5!L i AGE .
i b . f _ + + i ~ ,~t~ , D. '..LEAN APvD CSR.ADE SITE E,ti~~ ? E S",ONE STA ~?NG AR„F,A
_ _._v -~?~..~T-;-
- - { • G PA~.JE PARtc.ING `~.OTS
~ ~0 X 100' X 8" DEEM ,<%J ' i . _ ___..__w" H SEED AND.; OR i_r~NDSr.:~A~'E A`~ ~;ST!.+~2EEO AREA
' i ~x. 15,. _~.w _.__y__._~_ ~ ~ AFTER ~~RG'UND CO'/ER IS EST ABLIEt7 . REMO`?E I FO ~.Ivv',~c~ DEEP ~ r ~ • ~ ' .4,,~ T c,
ENTERANGE t ~ f^ i 7~9~~T ~ I TEMi~ GRAVE ~ I TEMf~. NTRCIL M,.Ae,~^URE~ ~ ~ 1~ L G0N5 ~
ENTE`RA E I AS ~yECE~+~a;~RY ,
f ~l.s A'4~~~ ~'9Ea
_ BELT.-~ _ ~ _ _ _ w~` ~ SEED ALL EXt''s?~}ED SCORES 'vJITNiN t5 h~::~RKlhk~ DAYS .a 't. F~?LLOWING GU~'FPLEATIC~NJF ANY ~'NASk C~ C-~ADif•!6,
j t., P PERMANENT GFtC~aD MOVER F~ A1_"t_ D i5TURBcD AREAS WITHIN t5 ~ W, ~ .tl \ ~ , ~ bvvRfi:INO DAYS OR ~C; GAI,ENDER DAYS { W4iiGHEVER 15 SNORTER )
j P~.L~WIN6 GOMPI,E'TION OF GONSTRtk~~riC?N QF DEvEL~'MENT
1 y
APPROVED 8Y ThE TECHNiC.AL REVIEW COMMITTEE FOR A PERIOD OF 18 MONTiiS p ' ~ I .
SIJB.IECT TO THE APPROVAL QF` .4N1`' REOUfREL' STREET AND UTILITY PLANS ANC ~'~C1~ILEv. I Q ~ ~
~S f i N- '
plREGTGMQ OF pLAWJIN~ ANf7 ~g'JEIOQMENT ^ATE
I ~
plRLC.TGI~ 41` 9t:iL,Dlk~ fN~`c,•!C~ GATE i0N- G~.~ tE
FAj~, .AGiCEE Ti;A i 7'~i ~ Dc"~'ELrJI=`~wra ~ It ;N~,.xaL;~~G7 "R Gf~NS°~a1C,TED ~N ~RAi N,~V`», APRy s1 "5!,~'t1"°~ .:_-z._ ~sx;r~Il i `~i yip ~F C _ IF _w _ _ , _ ~ ~ ; t ~ , I T i ~ ~
COMPLIANCE WITH THIS PLA,N.. JN(~I~t7~,1"p`~D 1'NA~ -~N i~1~r('~`_~YI';iN, 'i"F~~; ~^IATR, SEWER, ANL~ . _ 570RM DRAINAGE LINES f3,r~E i"iFND NC? ~4 ..C^~~'Ll,A?~i~~.c. 'v'{'r~~ ~:,f~,r~'v'EL` PLANS,. i~~~TER
DII~G'rOR o= TRAN9f+G~2TATICN ~A~ APlD aEs•^iER CONNECTiC~tlS Iw!Li,. EE t.~ADt~.. r t Tt~ i ~ PHA _ 5E i ~4.GL:::,li„`,?~. A'f/A .._1 Ex9T. GA f~.: ~.~$~A~;N G9} ` 1 C ~ rai.N?.~ -•0~~~4~. , .,,1 ~ F'F2Cp;7~-~ . ~.::t+ €9~4g~N :?,i~?
. . _ ~ HIGH POINT TO 1P, FUILPO~ COUNTY
! rPO'h4EhJ;' ,qP; e ~ r~~ nP ` "yOf[T~i vAROi-NA
~2~,;~L~ele E ~~yy ~n ~ ~ y ~ r I y y.:t~ wi : t ~ Nib P.~ 3N"' I'xa ~"M1',,W~' t~..~L.r~ f.~:+fl ¢ ~'~a €'~;iF....{ 1d?'(.~kcn.4~ tii~, : rw' , F ,p f' A; ~ ~ tr r . Fns 1' .a~AT%=. ~"'c' r-^lt"~.~~.i~ !b'T.
. CaE~:NE T. i=ALEa, Iw;w(~A~ETH f=ALE~==, c'I+. .p~r•.~ gk~'1kE fMiJ4~ ~..m _ ~ e _ a__,_ _ _ . .
n~~~r.rno ne ~x~ae~ ~ue++?w. nstdc
d CRAiO J. FACES
P.O. BOX !q5-41 Eh N.-S. NAME PIPE I w W=r i . Kc f tr 7 ASSOCIATES, INC., P.A.
(V DIRECTC* OF ELEC"VC UTILITIES DATE TEL.E: !q!01) 665-9-444
S CONSULTING ENGINEERS & LAND SURVEYORS
~ ~~E ~~"~E~C /p~. ~I it t.ARt'~ Ytr4`~?Nr (YatJ
1 y4A;xk At .E P.3. Lcx 6« -~01' t.. [phone] CHECK CFAs I P ; -06 W. WE NDCNE h A'VE- OR 275--8684
SILT FENCE E{" -pjC lDFs~ i ~ 74~~ - ~ 7
r..E B( J" 4 8 FAX.. [phone]
IUL

DIM~jdT PIT ~ Z
DRN6. AREA s I.5 AG.
asi.a DISTURSEq AREA s 1,3 AG. _
" SIZE =REQ. 2,540 G.F. T iT .s E:~i9TIN6 DRAMJA6E SIZE = ~4 X4AX~.5 r ITT~I I ~Q~,.~!_.~. y
VALVE !~012 LAKE DRN6' AREA a 2N6. AREA ~ i.3 AG. ~'~i = 1.0 AG Ex. M.H. tiC~ gip AREA !
~ ,880 G.F. pISTURSED ARi • WEIR OUTLET sE~ IZE = REO• , q, ~ ~ REQ. ! X45 G.F. INV. OUT - 85?.62 ~GK
S 5i' s a4'X48. ~ a4 X48 x2 = INV. IN - 854,1:2 ~
G.F. G.F. ~ ~ T ~ ~ 'G
WEIR OUT~E 6 _ar____ ~ ~ ,
~ 1,i ~ ®D DR.
•@ ~ ~ ~ 4 ~.AKE ' ~ ti u ~EX. M.H. ~ I~
s ' ° W.E. 855.b . TC7P e~2.~~ ~ ~ ~ ~
s INV. atr - ~~I ty ilyv. IIN. - aai ~'C.r - ~ ~ € tY
p~ i ~ ! PRI4 MYY3... Vf-FN ::~`7^`~.:L I P.B. 97, PG. i52 d e> ~
~ w` ~~1H ~~7 BE AG.,~TI`G' ~ ~'~E.GA~~i' u~ ~c,rlir~N~ j z~,-TAD: ~~9•E. a I , ~ ''vqr '~c' ~ i i
~ ~t i PR4;?~ TOP 845.iG' I \ E / € _ _ . ~ 1 I , I _
~ c, IN`J. r~l)T•- 825.34 I ~ I / ~ ~
cs, . J.Ct~__@~.~"__.._ s ~ / r ~ I 1 I
\ ~ ` s ~
i i ~ ~ s , ~ ~ ~ ~ ~ / 1 ~ \ , . Ex. M.H. ' " ~ t j
r 1 1 ~ ~ / Top aaabo i
~ ( iNV GUY -840.44 ~ ~ i r
l/ INV. IN - 84pb4 I ~ , ~ ~ ~ Ex. ASPHALT T ~OfL f Tom' - NO GNAN6E ,
\ PARKING i7~ ~ f~\ 1 ~ TpG ~ s, 1 1
~ 3 ~ ~ I ~ VI INITY MAP
~ ~ ~ ~ ! ~ ~ ~ ~ a~ XpN f I ~ ~ \ i d
p'., Y y I ~ u ~ r~, H5'I.I ~ 0 ~ N.T.S. v~ ~ ~ ~ 1
I I ?4 ~ k ° 'J ~b 1 , E
I ! ~i rj ty~ ~ / v~ y i ~ ~ f ~a . ~iJ . u~ ~ ~ ~
`o ~ i !TE 16~FORMA+`~l~N,; u, > " i b J ~
i I 1t ~ r ~ ~ ~ + ~ ~ ( ~ ~ ~ ~ ~ 1 ~ €
~ ....r-.-~- ; ~ . ~ ~ 1 ~ ~ ~ ~ TOTAL AREA: 4.04 ACRES
I ~ `y rl r ~ PRI`vATE ~AKESigE EASEMENT ~ W
8., I ~r~~ ~ ,r ro PIEDMU2~tT GE~~TRE Gci~lrTardlTY I,', ~ RE'FERENGES P.B. ~5, ~G. 23 d PART' OF C%8. 3601, PG. 2s4q, € ~ ~ l ha~~~G#AT!t?N, INC. ~ ' p.B, 3~a0.'., PG 254, G~ B. 360.^., (~G. ~°1
~ r . , I ~ r~• ~ ti,,,
_ S~ \ ~ ~ i ~Y`\ ~ l , ~ e rr f tIl I , / ~ T.Ati MAP: H.F'. # 4~~0-i-15
~ ~ ~ ' ~ I { ~ ( i~ ~ 4. ~'~0~lED: ;.U S,.I ~CA~ # 86~ - 2E
r ; ; ~
+''c ; , ~ 1 ~ ~ a ~ ~ ~ \ ~ 1 AV t i 5. ER,wGE SL~,PE~ ~.~3 9b
' LOT 13 \ J . PIEDMONT GENTRE, SEG. 2 ~ ~
P.B. a5, PG. 23 a ~ I ~ ~ / 6 SOIL TYPE: C~B2, GEC
TOP-833 n `"--t ' RE-REGURDED iN P.B. {30, PCT: ~3 , ~ / 3,500' x TO CEEP RIVER
INV.-830,02 ~ 8 ~ ~--t ' ~ f 1 J J
b° GIP, ~ ~ ~4 ATU~,a%~.s~EA / 1 ~ TH - NTI IT IN INT Pr M NT AK A MP i WITH fiEA v~' ~ / 8 E E RE 5 E CRA S 0 ED O L E ND GO L ES
I}2Gl NATURAL ARE "r'`~ ~ ; NA RAL A~A / / ~ THE PIEC NT N MA T R WAT R G N7R0 PAN, / Mo GE THE S E E SHED 0 L L
My ~ ~ _ ~ J n / J
PIEDMONT GEi`iTF2E ~ THIS i5 TO GERTiFY THAT THE SUB,IEGT PRQPERTY 5EG71ON iI ~ - '8.~_, p ~'f~c ~ / / LOT 2B q. SITE 15 LOCATED IN THE HIGH POINT GIN LAKE GWA o..,~zl / ~ ~ T / ~C..OTA~ 6UILDIN6 .AREA
( ) IS PHASE 46 i.OT 12 I ~ t, 6 g~g,a,~ 9 / / PIEDMONT CENTRE MAIN FLO 105 S0. FT. 1 ~ OR 2
~ ~ (X) IS NQT P.B. q5, PG. 23 r i / / aEGTION I! BAS MENT IO 05 SA. FT,
LOCATED IN A A F A A A ~ ~ G RI+ S ZONED: GU-Li i • X T -841.4 / 1 ~ ~ PHA 4A, LOT 2B ~ ~ / P.B. G4, PG. 00~ TOTAL 31,10 SO. FT.
DETERMINED BY THE DEPARTMENT 0P` HOUSING AND URBAN ~p~ •,C1 DEVELOPMENT PER 1=LOODWAYiF.i.R.M. ' c _ _ _ R,k ~.4 i i c - ? ZONED: GU-I., I1. PARKING SPAGE~ RkQUIRED
- NV.=83 MAP COMMUNITY PANEL N0. ,FOR _ SUILFORn u~ N.C~~_, ~ ~ 1 i4 0 FT FFI P A? i A a PA / b0 ~ . 0 GE S AGE SP GE PER 2'50 SA. FT. 59 5 GES
D TED ~IE ~~h19$~._• ,,d ~ E k i~,TING l3liiLPIN~ ~ ~ x S/~ / SILT F RE-RECORDED IN I?,210 S0. FT i5 USED FOR WAREHOUSE SPACE (2 PER 3 EMP.: Iq MAX. EMP, X ~ / / P.B. l30, PG. ~13 ~ i3 SPACES REQ.,'
< f i'1 to n t.v _ ~ ~ ~y a EDMONT PARk,WAY i lb' X PARKING SPACES PROViDEp ~ 12 SPACES (INCL. 3 HANDIGAPP'ED)
~ ~ ~ e / I .3. PROPERTY ADpRESS: 425q PIEDMONT PARKWAY
I~ i % t_r••; ; ~ *r ~c 3TH ~ • ~ ~ b~ _ X - ~ ~ ~ Q O tf _ - ,a - 14 A BLFFER IS TO BE MAINTAINED ALONG A:.L PROPERTY
x + ,o r ~ + Cep bj rt",•- ~ L!"ACS i~~ ,ACCORDANCE W!T41 THE G{TY OF Hi~fP01NT REGULATIONS. / /
>n ~ : , a ~a q R a, a ? k k ( ~ EXGEL91oR . ~ . ~ , ~o,,, sua p k _ II ~ ~ t5. TCTAL "BUILT UPON"AREA: L4,e~,3 FT i 35,1
~ MA TINE "`C ~ ~ i ~ I / ~ ~ i .MAXI I A l C~, ~ / a 6 Ml~ IMF'ER? OU5 _ERF GE AREA FOR THE SfTE IS 5~
I. ~ 17. SEWER SERVICE SHALL BE CAST IRON WITHIN EASEMENT. C+., 7OP-~5t.a ~ ~ ~ + M#~. AG.Ji15TMEN"fS TD BE MADE WITH PRECAST GONG. SECTIONS.
INEE,R'~~~FJRTIF~I~AT~f~4~..1~- ( - 4 • _
b I CERTIFY THAT TNIS PI,.AN WILL CONTROL THE Fll257 INCH OF RUNOFF 1 - ~'E~ f in I~. THE GiTY OF HIGHPDINT ELEGTRIGAL POWER SECONDARY - ' i a I ALDNcS PIEDMONT PARKWAY BE SHOULD LOCATED IF
FROM ALL. 6t1fLT-UP9N ARLAS SHOWN HEREON AND THAT RkWQI`F GOFITFa4L • + pl? $ _ . - Cp / / r tT b ~ THER>r IS TG; BE ANY GRADING DONE IN THIS AREA.
MEASURES SHOWN ON TH18 PLAN MEET OR EXCEED THE ®UIpELINE9 IN r,~ ~uILF01@p • • ~+,Q ~ly~,, `$S 9 Iq. IF ANY LINES ARE TD 8E RELOCATED, THERE WILL BE A GWARGE Sq~ _ ~ ASPHALT s BY THE GIN F HI DINT T 0 THIS .
GOI,NTY WATER QUALITY FROTEG7ION MANUAL ISSUED 6Y 6UlLPORD GOIArTY, 24~ • " _ .`_~'Yt~ ~ PARKING O SHP O C
JANU1dQY, 1944. ~ .p- t~,:r II tOi _ • ~1hh F ~ ~ ' ~ ~C f 2O SEWER MALL BE CAST IRON WITHIN EASEMENT. el ~ ~
II ~ 21. ALL CRI`?EWAYS MUST CONFORM TO CITY OF HlGHPOINT I ~
n.E.SEA~ i L. „ . a ! • DRIVEWAY ORDINANCE. / iN A A ' 5 G RE t1J MAx -BLDG.. HEIGHT = 30'
4#" I / ~ \ S#6NAT . ,f ''ti Ex. ASPHALT URE ~ - r-f'' A / ` /d
a ~ i PAR.KiNG __._r. ' ~ 23. BUILDING USE : SPECULATIVE BUILCING ~ TYP /
DATE ,~.t.... i ~ a Y w _ ; ti ~ - I ~ ~ i q' i i
s _ ~ -v'1,.-~~ i ~ NATi1RAL AREA I B ~ l iUi'~AL AREA ' _ IO , ~
~ 4 ~ ! ! 1 4~ i~ c;1 ~~t.P¢t,P ExISTiNG P9NE_,_ YI.`~,. , J ~6' W ,:ROSION_GONTRQ~ INF MATT N
.DER GROUND' _ ~ THI K T T~^,~ ~ ~.-.,p~'v'~ ~ TOTAL AREA DISTGRBEC 6413 AG.t~S'1.4) .S.O INV._6 ; ~ I 1. GONSTRI}CTIO1v SEOUENCE _ -
- POWfR II ( T(JP-855.0 IA1V.- tE N r I~-.~.~..... V.- t ~ ~ A Ar~RAN6E PREGOtvSTRU~. ~ tON MtnETING WITH
NAT G C J ~ p' :r r PI / ( I ~ 4 / THt KET ~ Hl~d POINT EROSION GON,ROL. INSPECTOR
h j } Ufi-TE EDMtiNT NA7URf,~. ~,AS l ; 1 ~ f.~ ~ ~ ~~,~-ai~~) ANC OBTAIN GRACING PERMI , . r 7F.~. E' f ' ~ ( POWER
M._.. _ ~ C1 ~Q. , .T ~ TC~.F ; x.~ j ~.~.EA.R AREA ANG~ INSTALL `wTORM GRAIN J _ ~=1_..' d h'Ru^1'~CT` INLET
- I T 853.5 4 _ --r---- ~ ' _ ...,w.. P _ 4_.M ~ G INST.AI.L GRAVEL GONS7 ENTERANGE,SECIMENT P9T5 d
Yv ..~.~,..o....,o. W. t~SA.l6 r EX, 12 D.I.P. WATER OGA ~ - /4'~ r~I.E~- W W 1- ~.-,o
~ Ob ~3 W 558.,,5 a EXI T. NYD. I E;:. G.B. xii 5,4°' METER --Y------~ ~ ~ h a---~----- w 51LT FENCE .
~ , Try e5se5 w SILT FrENGE -.~LL-H-- f=ENGE ~ D CLEAR ANC GRACE SITE ~ ~Y \ E STONE STA.GINC AREA
~ TELEi'HONE F BUILDING CONSTRUCTION,
~ a lTYi°3 - _ _ _ _ •tl I ~ r. PAVE PARKING LOTS.
0 x 100 X 8 DEEP ~ ~ - TEMP. 61~iVEL Z0?~t. - _ H, SEEC AND! OR LANDSCAPE ALL DISTURBEC AREAS .
ENTERANGE Ex. 95S~rrC.~' 1, ~ _ - 0. AFTER GROUND COVER IS ESTABLISHED ,REMOVE 20'xiOO'x8" DEEP TEMP. EROSION CONTROL MEASURES AND SPOT SEED
!°i DM 1~ C~ T C~ T 1~~~~yy~~,,,,rr GRA ~ TEMP. I~i\ ^ VEL GONST ~A~ I AS NECESSARY .
. ~ _ 100' RIvH I.EN~~~E . _ 100' RIGHT-OF-WAY ~ ,,~ck' r°e~.
,ew'` ,rr ,e° z
SOUTHERN - a_ BELL-•~ - ~ SEED ALL ExPOSED SLOPES WITHIN I5 WORKING DAYS FOLLOb~lINC~ GOrIPLEATiON OF ANY PHASE OF~~RADiIJG.
_.._,.v _ ~ a ~ ~ G ~ - ~ PERK CANENT GROUND COVER FOR ALL L I.,7t~EsED AREAa WITHIN i5 ~ ~ ~ ~ ~ ~ ~ ~ .~y ~ i^k7RKING #7AY5 OR qG GALENDER DAYS (hlHIGHEVER IS SHORTER )
al FOLt_OWING COMPLETION DE CONSTRUCTION OF DEVELOPMENT 1
Ai~'ROVED BY THE 'rEGHNIGAL RE`?IEW COMMITTEE FOR A PERiO[7 DF IB MONTHS, ~I ~ 1 4 ~f bill _ `t c'
SU6.lEGT TO THE APPROVAL OF ANY REQUIRED STREET .AND UTILITY ?CANS AND PROFILES.
i _ I ~ ~
DIREG'TC~ OF pLANNIN6 ANC? DEYEL.CPMENT PATE
___w__.. ~ L I
DIRCG7pff 0!' 9UIi.DINb IN°,,~EG"IC?N9..,~... .~..........DATt...... ~'i ~ ~!T NTH T I
GENE T. FAi.ES, AGREE THAI- THIS pCVELOPMENT r?~{j,,,,~, BE INSTALLED C?R GG'N~STFtL~-TED iN __:~R.AINAGE AREA wr'`1ICE ..,_.,..~.~r~_W~ _ i Lb~d~ C~ ''t~M~L~ _ _ _ _ w__.__.____. ~ ~ ~ G ~ L C~
COMPLIANCE WITH THIS PLAN, ! UNDERSTAND THAT IP, GN INSPECTION, THE WATER, SEWER, .AND ~ STORM DRAINAGE LkNES ARE FCGND NOT ToJ BE 1~d OM1~LiANCE WITH .APPRQVED PLANS, WATEk. D.S"URBED REA a c~~Ar~a ~r<.>~ ....____.~_____.___._.___.__m.._..._.~__ 5 ~TI~N I1 PHA 4~3
DIREGTOk ~ TlEAN6PORTAT90N pATE AND SEWER CONNECTIONS WILL NOT BE MADi_. _ E E EXGEL~iOR MATTING k_..__..._.._TM:''°"`_,~._` ._::f~_ i.~l E.Ka+7 GA7~.r+r~a~~res~ ~
' ExIST!NG GONTOUR,S ~ ~1 PRQPO'_v:v ~AtGH BASiN'GSJ ' .._.....___._,~..___Ma.____._._ _.r_._____~__d.. H16H POINT TOWNSH{P, 6UfLPORD GC~iJNTY
~ ..................................o,.,...,,.......,.,...,,...,..,............. DIRL'GTOIf CJF I41pLIG SINtvIGG~S DATE DIMENT TK'~+Pi ~ Ex57 FIRE HYDRANT fHYDJ SE ~ GIT`r' OF NIGH POINT, NORTH CAROLINA
i (?WM C?EVFI r~PFfQ ~ a~++EleroevELOrER - RIP-RAP F€LTER qAh~ PROP05ED YORE HYDR~,7 rHYO.~ ex57 MANHDLEM.HJ DATE: FEB 05, IRaq SGA1.E'I" = 40' SHEET:
GENE 7. FACES, EIw12ABETH J. FACES, DRAINA~ DIREGT!ON ,._.,___a._.________...__._.~.__.w_,.._______.~_~.__..__..~...~._ ~I f~Pa5EUr+Ar«+c>I..Et~Ha
99iW.EGTO9R QI` G4NTRAI. EN6INL~RIN6 DATE ~ ,
6 (sR/tIG7 J. F°MI.G _PRAINA&E PIPE NUM5ER EXST YARD 1WET (YJ)
P .0. BOX ig541 GREENSWR®, N.G. 2'1419 DRAINAGE PIPE _ MDPOSED YARD INLET (YJ HUGH
ff N DHREC,TOM OF ELWrKJG UTILITIES DATE TELE: MIO) 665-8444 RIP-RAP PAD f~rER EoLE iPp>
~Q . A RELAXER CONSULTING ENGINEERS cgC LAND SURVEYORS
R~ S/Zn4E NUM$ER N~ ~Y YARD HYDRANT P't nATEAlt.fih.VJ F 0 t7l,X52~ j
~iN PHONE: [phone] CHECK DAM ISM e~LKELC4ai~tE'~E,dru~tsB.F.E.J 1306 ~ W~Nu~?bE P ?~VF~ OR 275-6() 34
51LT FENCE x
N,%. 2?4U3 FA : 336 275--3379

I NT PIT ~
DRN6. AREA = 1.3 AG.
esia DISTURBED AREA : 1.3 AG.
" 91Z1r • REQ. 2,'S4D G.F. T Ex15rIN6 pRAINA6E SIZE - 24x48x2.5 h~TP1T~?I
VALVE FOR LAKE ~ 2 DRN6' AREA ,880 G.F. DI5TUR6ED P DRNG. AREA = 1.5 AG. y~
• WEIR OUTLET sb' S1ZE * REQ. DISTURBED AREA = 1.0 AG EX. M.H. SIZE ¢ REQ. I,g45 G.F. INV. DUT - SS2.62 . BOG ,
gl • 24'X4 I = 24'X49'X2'a K 5 4 F INV. IN - 854.62
~ ,c 4 G.F. C.
i_OT II WEIR G WEIR OUTLET •b'
~ DR,
9 ~ \ y ~ LAKE ~ U ~ x. M.H. ~ 51 TE z
$ ~ . ° w.E. 8'35.8 .o . roP 852.4s 4'
INV. oUr - D41:54 INV. IIN. - 841,?9 I C(~ ;
PRIVATE OPEN SPADE ~ Ex. MH. TOP 835.10' ~ P.B. q9; P6. 152 PROP. rOP -855,45 h,q q,p U ~ q~ Me z ~ W'4 Y
MH. TO BE ADJUSTfp ~ ` Y PREGASi GONG. SECTION ZONED] GU-L( Ro °L 4 Q~ti
~ ~ ~ PROP. TOP 848.10'
~ ' ~ ~ INV. OUT- 825.84 n ~ `b N
c9, s ~1 a'
\ \ ~ s o 1 \ \ ' p, I~u
\ ~ ~ \ ~ `y Q
~ \ 1 EX, M,H. \ ~ TOP 844bO
~ y `~A INV. our - e4o.44 \ lNV. IN - 94Ob4
~ ~ Ex. A A r PROP, rOP - NO CHANGE \ 1 ~ \ 5PH ~ T '~UiL I
~ \ \ PARKING `~j I ~ TOG 9.\ , , I
1 ~ A ~ 5~ S~ ~ \ \ ~ ~ , I VI~,INITY MAP
\ ~ ~ a ~ I
I ~ a ~ I ~ ,
~ ~ v ~ ~ ~ ~ \ x v \ a J I ~
S S k' m~r~ V ~ I
i i v - ~S\ ~ ~ , v s~ e., . t d 1 IT F M TI N. , ~ l 0 ,
F I ~ , v ~ ~ \ V 1 I ~
I I \ < ~ I ~ --r" ~ I. TOTAL AREA: 4,204 ACRES
I \ S x I ' ~ O / 15' PRIVATE LAKESIDE EASEMENT I ~
8,, \ p ~i°~, x \ \ ~ s ~ ~ ' ~ TO PIEDMONT 6ENTRE COMMUNITY ~ 2. REFERENCES. P,B. q5, PG. 23 a PART OF D.B. 3601, PG. 224Q,
- - _ ~ ~6 1 SSOGIATION, INC. V' D.B. 3602, P6.254, D.B. 3602, P6, 4b'1 _ ~ h ~
S \ ti ~ _ - ~ `r; ~ 3. TAX MAP: H,P * 460-I-t5 I ~i
\ 546•G~'` "E I a 2 ~ 57,03' r
\ YI. y / ~F ~ 4. ZONED: G.U. I GA ) / ~ L ( SE 88 - 25 . / p ~
\ \ 1r T -834 _ / f 5. AVERAGE 5L0~: 8A ~
\ ,-b31 LOT 13 PIEDMONT CENTRE, 9EG. 2 - ~ /
P.B. X15, P6.23 \ --l~ , _ ~5 . / / b. 501E TYPE G~62, GeG2 ~fi ~ ~ ~ / /
TOP-b33~ N 4'~ RE-REGORUED 1N P$. 130, P6: 13 INN. 830.0 \ F $ ~ / / ~ ~ / 1. 3,500' ! TO DEEP RIVER
k / ~ / /
b GIP. I C~l^ ATUR~~12EA 'i612EA / ~ / ~ d. THE ENTIRE 51TE DRAIN5 INTO PI D NT A A MP I ITH ~ A Nr E MO L KE ND GO L ES W
t 12G ' NATURAL ARE / / / THE PIEDMONT CENTRE MASTER WATERSHED CONTROL PLAN. / ~ / ~ '
~iy T ~ /
PIEDMONT CENTRE ~ ' THES IS TO CERTIFY THAT THE SUBJECT PROPERTY SECTION II 1 •~8 ~ ~~6~ P? / k / LOT 2B q. SITE IS LOCATED IN THE HIGH POINT CITY LAKE 6WA ~ w / ~ I 10. TOTAL BUILDING AREA
-c _ 3 ( ) 15 PHASE 4B, LoT 11 ~ n~ °6? Itv. o+sae 3.96 Rr~T / / PIEDMONT CENTRE / MAIN FLOOR: 21 SQ. FT.
( .X) IS NOT P9.95, PG 2' ~ k ~ ~ ~ / SECTION ii r 1 ( / BASEMENT 10,205 SQ. FT. / ; / PHASE 4A, LOT ~B TOTAL 31 IO SA. FT.
LOCATED IN A SPECIAL F~ OQ D HAZARQ AREA A5 BONED c;::1 • X ~ T .gal.4 ~y a r, P.B, Q4, PG. OC71 '8
DETERMINED $Y THE DEPARTMENT OF HOUSING AND UR$AN p. ~,Q' DEVELOPMENT PER FLDODWAY/F.I.R.M. G Fk ~ M1 11N. ~ 4 1 ZONED: GU-La II. PARKING SPACES REQUIRED
MAP NITY PAN F r . ^ 8 5 b3 . GOMMU EL N0. , ,'~QF,~g~~02 G , OR F vx{.:.±~. q . ~ / l 14,600 SQ. FT. OFFICE SPACE AT I SPACE PER 250 SQ. FT.: q PA 5 5 GES
DATED JUNE 4th. 1980. ~ ~ • I`~I•~TiN6 E3u!I.DING r - . f ;e'. ~ ~ ~ X S/L r R ~ / 51LT F RE-REGORDEG' IN 11 IO 5Q. FT I F WA a / ~ ' I P ~ ,2 S USED OR REHOUSE SPACE (2 PER 3 EMP, Iq MAX. EMP. _ X X X / B 30, 6. S - 1„ SPACES REQ.i
a'' ~<'S<<. ~=IEpMUNT PARk~_kvAY • • R I~ ~`'''~j~C / 12 PARKINtS SPACES PROVIDED : ~2 SPACES (INCL. 3 HANDICAPPED) M /
- F, 845.02 F i ~ ri . ~ 8r J ~ ~G / 13. PROPERTY ADCRE55: 425aI PIEDMONT PARKWAY
TH 199Q - • ~F 8 FEB 5 • ~ ,'Y ~ X a 4p o e--~- ~ „ " g / A 10 X BUFFER #S TO BE MAINTAINED ALONG .ALL PROPERTY
op ; , ~ s ~ S iy .iNES iN ACCORD'-'~I~t;;E vrT!~'°HE ~iT`! OF NI%HP!s'~NT RCG'Ji,ATIONS;. / 4
-1 v~ s ExGEiS10R - ~ O ~ r JR ~ I I o / ~ ~ a 15. TOTAL "BUILT UPON"AREA: 64,673 SQ. FT. ~ 35~)
'w~° '~9 ~ • MA TINE ~9( T T ~ / ~ ~ ' Ib. MAXIMUM / o IMPERVIOUS SERFAGE AREA FoR THE 51TE 15 ~5~
fllj/IIiM•1 O ~ I. I I7. SEWER 9ERVIGE SHALL BE CAST IRON WITHIN EASEMENT. ~ ~ TOP-85.4 ry _ I I MH. AD.U5TMENTS TO BE MADE WITH PRECAST GONG. SECTIONS.
~IN~R'~IFIGATIDN OPT ItlJMOFf~ L ; • / 'END ~tv.:a>a.
• Y, CERTIFY THAT THIS PLAN YNLL. CONTROL T'HE FIRST INGN OF RUNOFF • T~ C/ Z'e~v ID. THE CITY OF HIGHPOINT ELECTRICAL POWER SECONDARY / _ m / ? ALONG PIEDMONT PARKWAY 8E SHOULD LOCATED IF
FROM ALL DUILT-UPON AREAS SHOWN tEREON, ANn THAT THE RUNOFF GONTIEOi. 8$3~ TQ~ ~ / ~ _ ~ ~ THERE 15 TO BE ANY GRADING PONE IN THIS AREA.
MEASURES 4h1OMN ON TH15 PLAN MEET OR EXCEED 11~E 6UIpELINES IN 11$ 6iJILFORD ~ • ~f,0 /1yV `~S ~ Iq '~Sy r0 Ex. ASPHALt _ _ . IF ANY LINES ARE TO BE RELOCATED, THERE WILL BE A CHARGE
COUNTY WATER QUALITY PROTECTION MANUAL 155UEp BY 61JILFORD GOI.NIY, 9 24' • - ''g~_`1~g JAWARY, 1,94. • ,0 - ~ _ PARKING - BY THE CITY OF H16HPOINT TO DO THIS .
~~~~~rir'i,~~~ ~ II 10 • ~ ~ r ~ 5 ~C F 20. SEWER 5H A T I ~ AI.L BEG 5 RON WITHIN EASEMENT. /
I ~ II ~ ' ' 21. ALL DRIVEWAYS MUST CONFORM TO CITY OF HIGHPOINT 8 , I ~ DRI WA
P.E. SEAL ti ~v r• r ~ :~4;~'i ` ~ .i 1 ,8 / ~7 ` . VE Y ORDINANCE. ~5 ING AREA
SIGNATURE SPFfAL ~ , • W 22. MAX -BLDG. HEIGHT = 30' / ~ >
~ A ii~ PARKlN6 pp'~ T.rp~ 5 23. DUILDIN6 USE :SPECULATIVE BUILDING
DATE ......L.~~ .~.t... 'i ~ - ! _ : C 0 NATURAL AREA _ 1 _ q
t,. w•,,,'~Lr•I ~ ~ 1URAL ARE / y 3 f IO
~ \ ~ . ~ pew P Ex15TIN6 PINE - ~ Yi r;; , ' / . `NJUER 6RC>UND ~ ~ ~t~` Q-~' YI, d• TC Yi. 11.1
PO a P f THICKET TOP-b5r3.0 IM WER IE ON ` ~ 0' roP- .o ~ F- L_._. 8550 INV- TOTAL AREA DISTURBED •2.413 AG.(~5'1.4) b d I
r~ / ~d ~ 0 Np,~Atl . 2. CONSTRUCTION SEQUENCE • f I~ ` A. ARRANGE PREGONSTRUGTION MEETING WITH
~ ~ _ l / UG-TF PIEDMONT NATURAL. 6A5 P /T i TI•N E ~ HIGH POINT ER0510N CONTROL INSPECTOR
; i - ~ , ~ . _ / T ~ (883-31gq) AND OBTAIN GRADING PERMIT. LE C?I^IER TELE. l ,
_ _ _ _ S~ C~„0 _ - B. CLEAR AREA AND INSTALL STORM DRAIN
I - - W - _ _ _ -P- - - - d PROTECT INLETS,
EX. 12' n.I.P. WATER ~ OGA • W W ~ - N4q CNi'23 W 558.35' x'10 J ~ ~ G. INSTALL GRAVEL GONST. ENTERANGE,SEDIMENT PITS d r w w w ~.-~a w 51LT FENCE .
f EXI T, HYD. Ex. G8. 4 METER ~ i0P tsSD9 w I I I
_A - - .~u_ SILT F'LNGE O -BELLH- - r FENCE D CLEAR AND GRADE SITE _ E. 5T01~ 5TA6iN6 AREA
_ a TELEPHONE TYPJ - - ~ - Y y~ F. BUILDING GONSTRUGrION,
- - _ MEnIAN •II { D' X 100' X 8" DEEP _ 6. PAVE PARKING LOTS.
- - - - T° ¢ - - ~ H. SEED AND/ OR LANDSCAPE ALL DISTURBED AREAS .
_ Ex.IS_RGP ENTERANGE ~ _ - _ a p~+ 20'x100'X8" DEEP _ _ I. AFTER 61~OUNp COVER 15 ESTABLISHED ,REMOVE
PI E M D N1 0 X ' M - - TEMP. EROSION CONTROL MEA5URE5 AND SPOT SEED D N T TEMP. O PA GRA I~T.W VEL GONST AY
w 100' RiE EN A5 NEGE55ARY. 100' Ri6HT-QF-WAY Z ~quru,p
_ SOUTHERN EiEl,l ~ _ _ ~ ~ _ ~ _ _ ~ ~ t~ 4„ - - - - - - f~~ Q,~~«,,,.,,,~//~ SEED ALL EXPOSED SLOPES WITHIN 15 WORKING gAYS
_ _ _ h, q 44 FOLLOWING GOMPLEATION OF ANY PHASE OF GRADING,
. _ - - _ ~ 't ~tL ~ y; L PERMANENT GROUND COVER FOR ALL gISTUREIED AREAS WITHIN 15
- - - - _ ~ ; ~ ~ WORKING BAYS OR q0 GALENDER DAYS (WHICHEVER 15 SHORTER ) Y CC % SE Al FOLLOWING COMPLETION of CONSTRUCTION of gEVELOPMENT
n= , ! ~ 7 ~ J •
APPROVED $Y THE TECHNICAL REVIEW COMMITTEE FOR A PERIOD OF i8 MONTHS. ' W : ~ ~ : ~~~.,FNr~NE~~,•.~~~:
SUBJECT TD THE APPROVAL OF ANY REQUIRED STREET AND UTILITY PLANS ANC PI~GFILES. Q~ ~f: \J .
DIRECTOR Cf PLANNING Aim DEVELOPMEMT DATE I
IL 1. v I ITE PLAN
DIRCGTO1t Or EUN.DINb IN5PCG17ON5 DATE T. FALES, AGREE THAT TH15 DEVELOPMENT WILL BE INSTALLED OR CONSTRUCTED IN
COMPLIANCE WITH THIS PLAN. I UNDERSTAND THAT IF, ON INSPECTION, THE WATER, SEWER, AND pRAINA6E AREA DIVIDE ~ 1.~~~Ab ~ ~YM~Lg - PI M N N - D O T G TR T LD
STORM DRAINAGE LINES ARE FOUND NOT TO BE IN MPLIANGE WITH APPROVED PLANS, WATER DISTURBED AREA ~.~,~~J~~,u ~ u.enHOVr rr..a! . - EGTION II PHA 4
DIRECTOR Of TRAItlPORTATION OATS AND SEWER CONNECTIONS WILL NOT $E MADE. 5E B E.xGELS10R MATTING ~ ? exsT c,~uK e~3w rcBJ r
Ex15T1N6 GONTOURB ~ PlaQVOSev :~~cN e~sn~ rceJ tx9'r. rM2E Nrcr?ANt ArrDJ HI®H POINT TOV'1d5NIP, 6UIURORD COUNTY
_ DIREGTOIt ar PU!lLIG 9ERVIGE9 DAi1' i DWNF /t'~VFI nPFR SEDIMENT TRAP/ ;5,,;» - ~ CITY HIGH P INT N TH INA :-~r~?=;:. PROPOG~ FERE 1trDRMIT MYDJ OF 0 OR CAROL
ow!e~erofveLOreR - RIP-RAP RILTElt DAM ~ - fJ ex4T. ~ n•uu DATE FEB 05, fggq SCALE: I" ~ 40' SHEET:
GENE T. FALES, ELIZABETH v, FALES, DIRECTOR OF CENTRAL EN9fNEERlN6 CA'fE ~ iDei~ I CAI CG DRAINAGE DIRECTION • PROPOlED M?~OIE MMJ
v Vl~nly V. 1 ~'V.L~ P.O. BOX 141541 t~cr+irlPc7C rlrC rvur~7CR • lXST. YARD INLET tr.ij
GREEN5BOR0, N.G. 21414 DRAINAGE PIPE ¦ PROPOW YARD WIT K.IJ HUGH CREED ASSOCIATES, IN P.A.
N D"F=TOR OF M TVJ6 vnuTIM PATE TELE: (4110) 663-41444 RIP-RP PAD • Fortea).e tPPJ
' R CONSULTING ENGINEERS & LAND SURVEYORS
,WALE NUMBER N 0 YAW WORAM (Y.W
516NEV: CHECK DAM 0 HATM VALVE (w.VJ P.O. 60X 9623 PHONE: [phone] ~
!B.~ 306 W WENDOVER AVE. OR 275-8f! ..84 F _ • 0ACXL0H Putty WOO 1 SILT FENCE x x - GREENSBORO, N.C. 27408 FAX. 336° 275-3379
lu- ,

w

DIMEtJT PIT t ~
DRN6. AREA = 1.3 AG.
~i,q DISTURBED AREA ~ 1,3 AG. X -
SIZE ~ REQ. 2,340 G.F. tM T Ex15rIN6 DRAINAGE SIZE = 24'X48X2.5'• A i ~D ~ yi
VALVE FC~2 LAKE 2 pRN6. ARE b80 G.F. p15TUR8ED A DRN6. AREA = 1.3 AG. 'y
WEIR OUTLET sb' S1Z>r ¦ I D15T1JRBED AREA = I.0 AG X. M.H. . i : RED. !,q43 G.F. INV. OUT - 8 2.6 R4G S ZE 5 2 K
~ I ¦ 24'X4 \ 5 51 . 24'X48'X2'= ~ INV. IN - 854b2
G.F. 4 G.F.
\ WEIR 0 LoT u TLET =6' WEIR OU
o . r4 ~ OD DR. 0
• 9 ~ LAKE ~ ~ EX. M.H. ~u ,Z
S ~ ~ w.E. 855.6 T 4 ~ SITS OP 852.5 ~ ~ ~
Q \ (NV. OUf - BM.'S~I INV. IIN. - 84a,1q C~ Y
~ X PRIVAtE OPEN SPADE E . MH, TC~ 935.10' P B. 97, PG. 152 PROP. TOP •855.45 K7 l1 ~5 z o 'tea
MH. TO EIE AD,uSTED ~ ~ PRECAST GONG. SECTION ZC~D+ UJ-LI ~ Qe^ r 'Qo
\ ` ` PROP. TOP 843.10' Q
\ INV. ouT- 825.3A \ ` n ~ ~ © - \ - n
a
\ \ ~ ~ ; 1 \ ~ ' w
\ ~ ' D
1 \ \ EX. M.H. \ ~ ~ TOP 844b0
~ ~ ~ INV- OUT -840.44 f
\ \ INV. IN -840.04 ~ \ ~ ` \ ` Ex. ASPHALT T OIL ~ PROP. TC~ - NO GNAN6E I '
~ \ \ PARKING T , oc 9\ . . I
I v ~ A ~ s~ • v a ' I I VICINITY MAP
\ n \ ~ i ~ \ \ I Q la
\ ~ ` N: ~ ~ , u I N.T.S. I
x r \ ~ ~ ~ ~ I I
y~ I
~ S k ~ \ _ . v 5 S8, k~ 2 1 i ATI N: w ~ I d TE INFORM 0 ~ I
\ ~ F \ . i i \ ~ \ \ ~ , l s
~ ~ I ~ ' I C~ L TOTAL AREA: 4.204 ACRES _ ~ x I
I \ ~ - b51A r \ / IS' PRIVATE LAKESIDE EASEMENT
e,, s3jyo X \ ~ \ ~ I \ s ~ ~ _ ~ To PIEDMONr CENTRE COMMUNITY I ~ 2. REFERENCES: P.B. q5, P6. 23 a PART OF D.B. 3601, PG. 224q, I SSOCIATIDN, INC. I L DB. 3602, P6. 254, G.B. 3602, PG. 46'1
I ~ • \ ~ ~ es. - - )6, , • kv
- S \ _ _ ~ AX MAP: ti F 460-I-15 i
\ ~ 546°C),: "E 157. \ I ! ~ ~ 4. ZONED: G.U. LI (CASE • 88 - 25
\ ~ , It Y ~ / ~ i a~ c . / f ~
\ , \ T -b34 31 \ ~ 9 - LOT 13 _ `c; 5. AVERAE~E SLOPE: 8.q S$
\ \ \ PIEDMONT CENTRE, SEG. 2 - . ~ / _ ~ l b. SOIL TYPE: Ge62. GeG2
P8. 95. P6. 23 \ i ~ /
TOP-933 ty RE-RECORDED IN P.B. 130, R6: T3 IN>?: 830.02 \ g / / / 3,500' t TO DEEP RIVER
F~
b" GIP. C ATUR1~`bbREA ' A 1 / 8. THE ENTIRE SITE DRAINS INTO PIEDMONT LAKE AND COMPLIES WITH ~ ~ h ,r
,12G NATURAL ARE k ~ A A / / / THE PIEDMONT CENTRE MASTER WATERSHED CONTROL PLAN. / n
~T / ~ /
PIEDMONT CENTRE THIS 15 TO CERTIFY THAT THE SUBJECT PROPERTY SECTION II .,e ,,,J~ ~ / } / LOT ~ q• SITE IS LOCATED IN THE HIGH POINT UTY LAKE 6WA ' ~P / ~ / 10. TOTAL BUILDING AREA
l ~ 15 PHA 4 T I" Sob e+aae 5E B, Lo ~ k ? y,ee R~r / / PIEDMONT GEN717E MAIN F : I . FT. / ~ LooR ~ ,bos SQ
C X 15 NOT P$. Q5, P6. 23 ~ Y / / SecTlor, ~I / PHASE 4A, L~'r 2B BASEMENT 10.205 5Q. FT.
N A ~ P LOCATED I SPEGIA(~~~ HAZA AAA A5 ZONED: GU-Z ~ , x T -841.4 ~ a / / P 94 P ~ TOTAL 31,810 SQ. FT. / B 6X)"1
DETERMINEp BY THE DEPARTMENT OF HC1U5tN6 ANp URBAN iC~. ~~O ~ - DEVELOPMENT PER FLOODWAY/F.I .R.M. G FX = ; - / ZONED Gii-LI II. PARKING SPACES REQUIREC
g, 6. ,a MAP COMMUNITY PANEL N0. ,FOR &UILFORD G0. N,G, Sq / 14,600 9Q. FT. OFFICE SPADE aT i SPACE PER 250 SQ. FT.= 54 SPADES
DATED ~ ~ . xi T r A - Sr E 5 ING BUILDING ~ ~ X~~ ~ SILT F RE-REC,ORDEia IN I'I~10 5Q. FT iS USED FOR WAREHOUSE SPADE (2 PER 3 EMP, = Iq MAX. EMP. X X / !3 3C', G 3 = 13 SPACES RfQ
. r •y 4+~` ' PIEDMONT PARKb'~AY _ F p .~~~F - ~ X ~ 12 PARKING SPACES PROVIDED : SPACES (INCL. 3 HANDICAPPED) t /
~-.F, 845.02 8 A ~ 1 ~ r ` / ~ V A ' / 13. PROPERTY ADDRPSS: 425? PIEDMONT PARKWAY
FEB. 5TH Iggq S _ 8 6 t 6 / ?4 . A IO' "X" BUFFER IS TO BE MAINTAINED ON ~ . PR RTY 6 AL 6 ALL CPE
L'NES IN A!'t;~^.,R~~ati~;;L° s>~'r~! "'HI" r'T~ OF HiaH?~G?'tiT REGU' A°ii"~Nw. L
~..rq~ ~IjQ.Yy ~t, ~ I I r ~ 15. TOTAL "BUILT UPON"AREA: 64,d i3 SCE. FT. (35~)
Fj ~ ga d T =v~ MA ,TINE "Y r - i 4,~ / ~ / ~ ~ kb. MAXIMUM IMPERVIOUS SERFAGE A FOR I t / ARE THE S TE S 5~
nu 0 GI I'1. SEWER SERVICE SHALL BE CAST IRON WITHIN EASEMENT. TG~P-85i.4 ~ ' _ MH, AD.~I5TMENT5 TO BE MADE WITH PRECAST GONG. SECTIONS.
EN~61Nf3?R'S C.ERTIPIGATIDN OF ,,~gQJ„ ; ' - -w / ENO
• ri 1 CERTIFY THAT THIS PLAN MUIl CONTROL THE FIRST INCH OF RUNOFF A • T~ G~ i?tt3 / ~ 18. THE CITY OF HI6FIPOINT ELEGTRIGAL POKER SECONDARY / / Q ~ ALONG PIEDMONT PARKWAY BE SHOULD LOCATED IF
FROM ALL BUNT-UPON AREAS °.+HOI'rN 1#REON, AND THAT THE RUNOFF CONTROL ~ ~ ---r fM', e53~ lOp Q .1 ~ THERE 19 TO BE ANY GRADING DONE IN THIS AREA.
MEASiAtE9 9HONN ON THIg PLAN MEET OR EXGEEq THE eUIpELINES IN THE 6WLFORD • • ~!O _ fM~,'~S - Iq IF ANY I A 'SS4 Ex ASPHALT _ - L NE9 RE TO BE RELOCATED, THERE WILL BE A CHARGE
WA ITY T M GUILFORD COUNTY, ~ 9 Z4' • 4,~ GourrY TER C~lAL PROTEG ION A?UAL f55UEp BY 59q _ ~ PAf2KIN6 BY THE CITY OF HI6HPOINT TD DD THIS .
,IId~UARY, Ig44. _ ~ ~ e t s:,,,~q I I 10 • • ~ , ~ r S ~C F ~ 20 SEWER SHALL BE CAST IRON WITHIN A M NT ESEE .
~ 1, A~Q;• ~~i~ 4~ ~Z 7 ' lfr ~3 / it Q 21. ALL DRIVEWAYS MUST CONFORM TD CITY OF HIGHF'OINT
P ~ ~ G 1 ~ ~ .L. SEAL 4~ ~ a•~ ' S, 1~F ~ +~j ~ ~ ` f~ ~ ~ ~ e _ DRIVEWAY ORDINANCE. !S IN6 AREA
E ASPHALT 516NATURE • , - W 22. MAX - BLDG. HEIGHT ~ 30' 1 ~ ~ 23. dJILDING TI I
PARKING SERI A i ` ' NPR h USE :SPECULA VE BU LDIN6 /
- r. • 1 r • DATE ..1.,,...........,.............................. ~ lU, ~ NATURAL AREA - ~ q'
\ / YI W I N GONT L INPORMATIDN
a..«~' 0 0 ~ YI `'oi. ~`S 1' ~,L~.?~~ 30' 2~` y1 y~P Ex15TIN6 PME` YI. ~ TC ~ TOP- A '
UNDER GROUND h ~ THICKET TOP-855.0 IN POWER 1 , i. TOTAL AREA DISTURBED ¦2.413 AG.(~5'1.4) -855.0 INV: b Q . 2. GONSTRUGTION SEQUENCE _
V.- Ar 'O ~ ~ A. ARRANGE PREGONSTRIIGTION TINE WITH QINE / ; MEE
% ~ 'JC-r-TE ~..---PIEDMONT NATURA~_ 6A5 / T KET HIGH POINT EROSION CONTROL INSPECTOR
_ ~ f ~ I ~ (883-3184) AND OBTAIN GRADING PERMIT. -TELE POWER
L - X TELE~ _ i A A TA - I B CLEAR RE AND INS LL STORM DRAIN
- - - _ _ P - ~ - t PROTECT INLETS.
Ex. 12' D.IP. WATER ~ OGA 4. -,-r; w W ~ - N4q Ob'23"W 558.35' ~•w ~1 - - - G {NSTALL GRAVEL CONST. ENTERANGESEDIMENT PITS t
EXI T. HYD. Ex. G~8• X 4 METER TOP D55b5 W I I SILT FENCE . T FENCE D. CLEAR AND GRADE SITE
- - - - - - - SILT FENCE - - - - - - - E. STONE 5TA61NG AREA
d ,TELEPHONE TYPJ ~ F I I N TI N I ~ BU LD N6 GO STRUG 0 ,
6. PAVE PARKING LOTS.
D' X 100' X 8 DEEP - _ . - - TEMF~6RAVEL GOA~'I'. i~ - - - - ~ - - - - H. SEED AND/ OR LANDSCAPE ALL DISTURBED AREAS
EX. 15_RGP ~ ~ O'x100'X8" DEEP _ I. AFTER 6Rg1ND COVER 15 ESTABLISHED ,REMOVE TEMP, EROSION CONTROL MEASURES AND SPOT SEED
I M D N 0 .DM NT P TEMP. GRAVE 0 A N RKW Y L co Sr. A ~ A5 NECESSARY .
loo' RIE 100' RIGHT-OF-WAY ~ ~~trnrnnq
SOUTIiERN BELL - - - _ - - - - V
- _ y _ _ - - - - - _ ~~.•.>4. r./jY ~g SEED ALL ExPOSED SLOPES WITHIN 15 WORKING DAYS - • ~ ~ FOLLOWING GOMPLEATION OF ANY PHASE OF GRADING,
- _ - - - - - - ~ O ~ ~9 PERMANENT GROUND DOVER FOR ALL DISTURBED AREAS WITHIN 15 - - - - - - - - ? ~ WORKING DAYS OR q0 GALENDER DAYS (WHICHEVER 15 SHORTER )
SE Al ~ FOLLOWING COMPLETION of GONSTRUGTION OF DEVELOPMENT
~t • i , a 4
APPROVED BY THE TECHNICAL REVIEW COMMITTEE FOR A PERIOD OF 18 MONTti ~ I W ,
SUBJECT TO THE APPROVAL OF ANY REQUIRED STREET AND UTILITY PLANS ANp F'rZ ' N ~ • ~i'
. tat 4p~ t'?
DIItEGTOR OF FLANNINB ANp DEVm.OR~lNi DATE 3 <g IL ~ rll~ Ifit I i l i
a - 51 TE PLAN
DIRECTOR OF EUILDIN6 IN9h„'GTlp~l!i DAZE I, ~ T, FALES, AGREE THAT TH15 DEVELOPMENT WILL BE INSTALLED C)R CONSTRUCTED IN LEA ot= 55
DRAINAGE AREA DIVIDE PI EDMONT GENTR - T LO
COMPLIANCE WITH THIS PLAN, I UNDERSTAND THAT IF, ON INSPECTION, THE WATER, SEWER, ANp _ STORM DRAINAGE LINES ARE FOUND NOT TO BE IN COMPLIANCE WITH APPROVED PLANS, WATER DIST~tBEp AREA • c~eA?bur rc.o~ 5 GTION II PHA 4 E B ~E
DIRECTOR OF TRNklIORTATION DATE ANp SEWER CONNECTIONS WILL NOT BE MADE. EXCELSIOR MATTING ~--wr ~ D exsT. wr~++ ersw rc8a ~
' EXfBTING CONTOURS - ¦ AaoPO,en GATGN EASI~ tc8~ ExSi. NRf HYDRANT fMYD) HIr9H POINT TOWN9FNP, GUILFORD COUNTY
Nl DIRECTOR OF I~UBLIG'SptViGkS.... ~ ......~ATf SEDIMENT TRAP/ ~ , a-; . ~ CITY OF HIGH POINT NORTH CAROLINA
I- OY~lIt/DEVELOFL9t RIP-RAP FILTH DAM r-~ ~r`, ~ pROVDeea F"ae riraeA++t ~ro~ ' . Exsr. HAr.+ot! AT : F I q . ' • Q nuu D E EB 05, q q SGALE~ I 40 SHEET
~ GENE T FALES, ELIZABETH J. FALES, DRAINAGE DIRECTION ~ PROAOeeD n+ru
DIRECTOR aF CENTRAL ENGINEERING OAT! . ~oei~ ~ ¢e~ cn
~ VIY.IV J. I /u.V~ P.O. BOx Ig54! {/RnjfM^C r rjr'C F M t-qWr m U EX-ST. YARD IILET (Y.I)
CREEN5BORO, N.G. 2941, DRAINA 5C PIPE . PROPOWO YAV DIET (Y.I) HUGH CREED ASSOCIATES, IN .A-
ro DiREGroR OF Fl.EG11tIG VtiurIM DMt TELE: MIO) 665-8444 P014M PIE (PP) RIP-RAP PAD Q
ff REO CONSULTING ENGINEERS & LAND SURVEYORS
i SWALE NUt_ E K\, Q YARD WDRAM (Y)-J - ® HATER vA~~e new P.O. BOX 9623 PHONE [phone]
516NED CHECK DAM i
• EACKPLC+q POMNO TOR rBf P, 1306 w. WENDOVER AVE. OR 275-8084 SILT PENCE - x x - 0, GREENSBORO, NC X74.,A FAX: [phone]_33379
9Lc
.

A
SEDIMENT PIT ~ DRNG. AREA = 1.3
esi.a DISTURBED AREA = 1.3 AG.
x 51ZE =REQ. 2,340 G.F. ~QIMEI~T P SEDIMENT PIT • t
EXI5TIN6 DRAINAGE 511E = 24'X40x2,5'= .AREA = 1.3 AG. tii ?RN6 '~r
VALVE FOR LAKE DRNG. AREA 2,880 G.F. ` QISTURBED A Yr WEIR OUTLET =b' ~IgTURBED AREA = f.0 AG EX. M.H.
51ZE =REQ. I SIZE =REQ. I,g45 G.F. INV. OUT - 852.62 ROG
I = 4'X41 • 5 ~ 4 G.F. 4'X48'X2'= ^ k yt ~ INV. IN - 854.b2 4 G.F.
\ WEIR O LC?T if WEIR OUTLET =b'
q ~ OD DR. ~ ~ ~
~ ~ , ~ LAK 9 E S , o W.E. 855.8 ~U 2 x. M.H. Sl TE ~ roP es~.as ~ q
,Q INV. our - A4ISa ~ ~ 1
INV. IIN. - 8.~1.T9 ~~h, PROP. ToP -855.45 Fq '4'Qb qR Q'
~3 fx, MH, TOP 835.10' PRIVATE OPEN SPADE ~ MH. TD BE ADJUSTED P.B. a7, P6. 152 Rti, _ a ~ S z ~ '~q ~ d a r
~ \ ~ _ PRECAST GONG. SECTION ZONED: Ul-LI ` \ ` PROP. TOP 843.10' . Q,~
~ ~ _ \ INV. DUT- 85.34
\ ~ n - \ ~ - \ ~ / . u"
6 ~ \ \ \ 5 io
\ \ \ >r; \ ~ ~ 0
\ ~ \ ~ \ Ex, M,H. . ~
~ ~ \ ~ TOP 849b0 ~ I \ INV. OUT - 940A4 i
I I - 4 \ \ NV. N 940b
I \ I ~ ~ ` Ex. ASPHALT T OIL PROP. TOP - ND CHANGE I \ \ PARKING i I
I T0G v~ , I
v c' \ h \ ' I I VI INITY MAP I
\ \ ~p \ V A ~ ~ a I N.T'.5.
\ ~ C~p \ i.i ~ ? I o I
t; x 7 ~ I N I ~J ~ ~ I N ~ I
V ~ ~ S I \ - -_..c a~. I X _ 1 I
\ ~ ~ w , , I 1 TE INFORMATION. .
i i ~ - , i ~ , . 1 l . • ~ ~
~ - - I I X I , I. TOTAL AREA: 4.204 ACRES
5 ~,.o e, ` g ~ ~''ro. x ~k' A i O / 15` PRIVATE L KESIDE EASEMENT W I ,ry TO PIEDMONT GEM'RE GOMhUNITY I ~ 2. REFERENCES, P.S. q5, PG. 23 d PART OF D.B. 3601, PG. 224q,
~ 5 ~ ~ f SSOGIATION, INC. I li D.B. 3602, PG. 254, D.B. 3602, PG. 4b'?
- S ~ - ~ ~ r.. ~ , - n~ ~ ~ I ~ 3. TAX MAP: H.P. M 4b0-1.15
\ \ 546'b , I s ~i
rN. D 2 ~1,rD•3 \ \ / ~ ~ 4. I M / ~ ~ ZONED• G.U. L (CASE 88 - 25 )
~ ~ _ f i
\ '~1 LOT 13 _ 5. AVERAGE SLOPE: 8.q ~ / _ ti /
\ \ ~ e' PIEDMONT CENTRE, 5EG. 2 • ~ P.B. a5, P6. 23 ~ l b. 501E TYPE: GYa62, GeG2
TOP-833 ry • RE-RECORDED UJ P.B. 130, PS, l3 i F F . / /
INN.-830.02 \ i F 8 \ / / / 7. 300' t TO DEEP RIVER
k b" GIP. 6 C ATURPQ-~12EA
~ 8"G ~ ~ , SEA / u~' / 8. THE ENTIRE SITE DRAIN5 INTO PIEDMONT LAKE AND COMPLIES WITH NA ~c / / / THE PIEDMONT CENTRE MASTER WATERSHED CONTROL PLAN.
12G~ F ~ ~ NATURAL ARE ~ k / ~ / /
r PIEDMONT CENTRE ~ / 3' 2 / / LOT 2B q. 51TE 15 LOCATED IN THE HIGH POINT CITY LAKE 6WA ~`l~ ~`C ~
THiS 15 TO CERTIFY THAT THE SUBJECT PROPERTY SECTION II ~ ~8 ~n / 10. TOTAL 6UILDIN6 AREA
( 115 r I I ~6 - e+~~ PHASE 4B, LG 2 k ~ , i.~b ~~MT /I / PIEDMONT CENTRE / ~f MAIN FLOOR: 21,605 SO. FT. ~ SECTION it
(X) 15 NOT P$. a5, P6. 23 - LOCATED IN A i H A A .A A ~ k SPEC AL FLQO,JZ AZ RD RE 5 ZONED: GU-L : ' X T -841.4 rJ / BASEMENT 1005 50. FT. ~ / / PHASE 4A, LC>1' 2B TOTAL 31,810 50. FT.
DETERMINED BY THE DEPARTMENT OF HOU51N6 AND URBAN !0, ~~d - ~ P.B. 94, PG. ~~p'7
DEVELOPMENT PER FL04DWAY/F.I .R.M. C Fk ~ ' 1 20NED: Gu-LI Ii. PARKING Sf'AGES REQUIRED : / l 14,600 3Q. FT. OFFICE SPADE AT I SPACE PER 250 SQ. FT.: 5N SPACES
MAP NITY PAN b .-83.4 , GOMMU EL N0. t ,FOR GUILFORD G0. N,G. w Sp SILT / RE-RECORDED IN 11 10 5Q. FT 15 FOR WA PA MP = Iq M / P ,2 USED REHOUSE 5 GE (2 PER 3 E AX. EMP.
DATED JUNE 4th. Ig80 ~.~;'t;,'?? Ex;~TIN6 BUILDING ~ A ' ~ X Sr~,r ~ s~_ R fi • ~ O ~R X X / .B. 130, PG. 13 = 13 SPACES REQJ
. ~ ? 4+~:_ : IFpMONT PARKWAY m • F A < ~tE _ ti9 Z - a R .R a~ ~ F. 845.02 .l~ 8 „ X / 12 PARKINS SPACES PROVIDED : 12 SPACES f INCL. 3 HANDICAPPED ~ /
T I u ~ . ~ 8 ~ ~ ~ FEB. 5 H 99q 4( 6 h X / 13. PROPERTY ADDRESS: 423q PIEDMONT PARKWAY x d S 8 / 14 . A 10' "X" BUFFER 15 TO BE MAINTAINED ALONG ALL PROPERTY
i ~ ~ • p 'O a D TE ~ qo ~ ~ t,rJ t rn ~ ~ LINES IN AGGCRDANGE WITH THE CITY OF HICGHPOINT REGUL,ATIC1Nc
- ~ q tip ~ ~ a _ ~p~ ~ ~ II ~ 15, TOTAL "BUILT UPON"AREA: 64,b73 SQ. FT. 35~)
ti , o ~ k X o e•NS~ ~ / ~ ~ o 0 16. MAXIMUM IMPERVIOUS SERFAGE AREA FOR THE SITE IS "ISRS
r ~ ~ M MATTING T ~l _ ~ ' / ~ I. I~. SEWER SERVICE SHALL BE CAST IRON WITHIN EASEMENT.
• ~INtaER'3 GEIRTIFIGATION OF RUNOFF CONTROL ; - Jp ~ TOP-851,4 ~ / _ _ _ MH, AD.115TMENTS TO BE MADE WITH PRECAST GONG. SECTIONS.
• r, / ~ END I~~. ~ ° _ - ~d~ 18. THE CITY OF HIGHPDINT ELECTRICAL POWER SECONDARY
I CERTIFY THAT TN15 PLAN WILL CONTROL THE FIRyT INCH OF RUNOFF ~ l~ C I n~ / - / ~ ALONG PIEDMONT PARKWAY BE SHOULD LOCATED IF
FROM ALL BUILT-UPON AREAS 3MOWN HEREON, AND THAT THE RUNOFF CONTROL ~ ~ • ly,,~gS~ MEASUItlES SHOY'8i ON THIS PLAN MEET OR EXCEED THE GIIIDELINE9 IN TFIE GUILFORD • 0 / Op'8 ~ ~ THERE 19 TO BE ANY GRADING DONE IN TH15 AREA. ~ I ~
t0' 9 Z4' • Q '~L, Sq COUNTY WATER QUALITY PROTECTION MANUAL 1551,ED BY GUILFORD COUNTY, • • eSa / ~p EX. ASPHALT _ 9. IF ANY LINES ARE TO BE RELOCATED, THERE WILL BE A .,HARGE ~ ~ PARKING BY THE CITY OF HItSHP01NT TO DO THIS .
JAWARY 1994. O-- _ ' ~d~tNttrcrr~r II 10 • ~ 5 a~ F 20. SEWER SHALL BE CAST IRON WITHIN EASEMENT,
ti• a~ • ~ ~ ~ II ~ 21. ALL DRIVEWAYS MUST CONFORM TO CITY OF HtGHP01NT
.7~L/ 1~.~..r~..x~~i.?~'/ ~ ~ i/'7 '~3 3 P.E. SEAL ~ ~ -r ! a Y3 ~ DRIVEWAY I NA _ ORD NGE
l5 i A A • ~ W 22. MAX -BLDG. HEIGHT = 30'
51GNATURE ? ~ ~ Ex. ASPHALT - @ SERI • ~ PARKiPK; A d~ ~ h ~ 23. DUILDIN6 U5E :SPECULATIVE BUILDING . TYP /
' ~ ` DATE ......~.,(~.~.T.... - - .I
t ~ ~ NATURAL AREA .,,y, 4 - - 8 , q .
~ l N~ F ~ . v+ TURAL AREA ~ / YI. W ER0510N CONTROL INFORMATION
` ' I 30' h1 a.~.P EXI5TIN6 PINE YI, O TG a. ,,,~!•~lN~~? DER GROUND P THICKET TOP-855.0 lM ~ O TOP- 5.0 I
POWER IE N - ,p 855.0 INV.-8 b i. TOTAL AREA DISTURBED ¦2.413 AG.(~5'1.4) 'd I 2. CONSTRUCTION SEQUENCE _
N r t ~ ~ A. ARRANGE PREGONSTRUGTION MEETING WITH PI / T
` PIEDMONT NATURAL GA ~ U6-TE 5 / THtC/KE HIGH POINT ER0510N CONTROL INSPECTOR
/ / (883-3tgq) AND OBTAIN GRADING PERMIT. TELE POt^~R ~S, TELE.
~ BQX L - _ _ _ _ Q B. CLEAR AREA AND INSTALL STORM DRAIN
W .te -->F-- T. - _ _ _ _ P - - d PROTECT INLETS. _ ' " - G. INSTALL GRAVEL GONST, ENTERANGE DIMENT PITS d
- i Ex, 12' D.LP. WATER ~ OG n ; W W x - /4 N4a Ob'23"w s58.35' R ' EXI T. HYD. E . G.B. 4,~ W w w SILT FENCE .
TOPDSSDS WII METER - _ - - - - - - - SILT FENCE ~ FENCE D. CLEAR AND GRADE SITE
- N a TELEPHONE M _ ~ - _ _ _ E. STONE 5TA61NG AREA
4 _ _ _ ( J ~ __1~EQlA~_ ~ F BUILDING CONSTRUCTION,
_ 20'XIOOxBDEEP l-f-_._..-_ 6. PAVE PARKING LOTS. _ _ ` - ¢ , - - H. SEED AND/ OR LANDSCAPE ALL DISTURBED AREAS .
TEMP. GRAVEL-ZOO. - - - -
ENTERANGE - Ex.lS_RGP _ - a PI DM N1 20'XI00'x8" DEEP I. AFTER GROUND COVER IS ESTABL15HED ,REMOVE M D NT TEMP. TEMP. ER0510N CONTROL MEASURES AND SPOT SEED
0 X~ w 100' RIE 0 PA®® 6RA t~K VEL GD T WA T Ns . ENIERA A5 NEGE55ARY.
_ _ 100' RIGHT-OF-WAY ~ glnntl~~
~ -SOUTHERN - - - - - - - - - - - _ BELL _ - _ ry _ Y~/ h~ 5EE0 ALL EXP05Eq SLOPES WITHIN 15 WORKING DAYS ~ r .r.. .r `fit' Y t~y14 ~Pt4yt I
- - ti~ . FOLLOWING GOMPLEATION OF ANY PHASE OF GRADING _ _ ` - - ~ _ - *t ~,'t j~~'~"~//~'~ PERMANENT GROUND COVER FOR ALL DISTURBED AREAS WITHIN 15
- ~ ~ q WORKING DAYS OR 90 GALENDER DAYS (WHICHEVER IS SHOF2TER )
SE ~ FOLLOWING corN'LETION of CONSTRUCTION OF DEVELOPMENT M i
APPROVED BY THE TECHNICAL REVIEW COMMITTEE FOR A PERIOD OF 18 MONTH5, I~(~~ F * r W = + Q. y~ ~ i
SUBJECT TO THE APPROVAL OF ANY REQUIRED STREET AND UTILITY PLANS AND PFcOFILEa
6'i i~ , ~
DIRECTOR OF PLAWdIN6 AND DEVELOPMENT DATE . ~ °~~,-`sa ,C~4r. ,s-~; < , !!1j!!Yi Yt\Y
51 T PAN E L I i
DIRECTOR Ol< DWLDING IN9PEGTION5 DATE I, GENE T, FALE~, AGREE THAT TH15 DEVELOPMENT WILL BE INSTALLED OR CONSTRUCTED IN DRAINAGE AREA DIVIDE LEGEND OF SYMBOLS
GOMPLIANGE WITH THIS PLAN. I UNDERSTAND THAT IF, ON INSPECTION, THE WATER, SEWER, AND Pl M NT NTR - T ED G 0 LO DISTURBED AREA • GLEANOVT rcAJ
n STORM DRAINAGE LINES ARE FOUND NOT TD BE IN COMPLIANCE WITH APPROVED PLANS, WATER ' OIREGTOR OF TRANxORTATION DATE A R SE TION II PHA 4 G ~E B EXGEL5i0R MATTING \ ~ ? E,cSi. GATGN 8A51N (G.BJ ~
ND SEWE GONNEGTIONS WILL NOT BE MADE. EX15TIN6 CONTOURS ~ PROP05ED GATGN ~A51N (GB1 '
EX9T. LIRE NrDR~wT M~'DJ HIGH POINT TOWNSFNP, GUILFORD COUNTY SEDIMENT TRAP/ ~ CITY OF HIGH POINT NORTH GAROUNA
IQ DIRI<GTOR OF MUmLIG SdtVIC,ES ......................................PATE........,........,......... WNE ELOPER RIP-RAP FILTER DAM ~ ~oseD FIB krT)RI~NT rNrDr :.ry,
r a~leroevELOrde ~i~T GENE T. FALES, ELIZABETH J. FALES, ExsT. rwaate MRU DATE: FEB 05 19~q SGALE:1" = 40' SHEET:
OR OF CENTRAL ENfINR•RIN6 DATE „ E GRAI6 J. FALES DRAINAGE DIRECTION . PROP05ED N/dNOLC M.NJ
DRAINAGE PIPE NUMBER ~ ~ iYGT Ydt7Y1 ,Y iT N I 1
ui P.O. BOX Ig341 DRAINA6E PIPE PROPOWO YAW INLET (Y.I.1 HUGH CREED ASSOCIATES, INC., A.
GREENSBORO, N.G. 21419 p ry DIRECTOR OF ELECTRIC UTILITIES PATE TELE: {g10? 665-9444
6 RIP-RAP PAD • POWER POLE trpj A swow-m CONSULTING ENGINEERS & LAND SURVEYORS
i SWALE N MBM N 0 YARD HYDRANT (Y.HJ
SIGNED ® WATER VALVE (KVJ P.O. BOX 9623 PHONE: [phone]
d SILT T F CHECK ENr?E DAM x w x ~FL0W ~"~0R ~~PJ 1306 W. WENDOVER AVE. OR 275-8084 S - - ~ GREENSBORO, N.C, 17408 FAX: [phone]
w

EDIN~NT FIT « 2
DRN6. AREA s 1.3 AG.
69i.a D15TURBED AREA = 1.3 AG, 51ZE =REQ. 2,340 G.F.
~%NT PIT EXI5TIN6 DRAINAGE 51ZE = 24 X48X2.5 = >EDIMENT PIT ~ I A : 1.3 AG. tii
VALVE FOR LAKE ~ DR1~5. AREA s ,880 G.F, p15TURE3ED ARE ,NG. ARE '~i' j~p AREA s I.0 AG EX. M.H.
• WEIR OUTLET •b' SIZE _ I,q` :E _ REQ, I,g45 G.F. INV, OUT - 852.62 ~GK
51 • 24'X48') ~ ~ 24'X48'X2'c INV, IN • 854b2
4 G.F. 4 G.F.
LOT II WEIR OU71 \ , WEIR OUTLET ¦b'
~ , 4 ~ OD DR.
~@ ~ ~ ~ ~ 9 \ L KE ~ U EX. M.H,a ~ SITS 2
~ ` ~ w.E. 855.8 OP 852 5 INV. OUT - 8al.s,
~ \ INV, IIN. - 841.14 C(/ ~
~.4 \ Ex. MH. T .i0' PRIVATE OPEN SPACE ~ 835 P.B. 47, PG. 152 \ MH. TO E?E ADJUSTED alzooP. roP - 8s5.as F'~R U ~R ^~S z ~ ~4
\ \ ` Y PREGASr GONG. SECTION 20NED: GU-LI a r Q
~ \ ~ ` PROP. TOF 843.10 \ \ INV. OUT- 825.34 h
\ \ n - \ \ ° ul
\ \ \ a'
\ ~ \ \ W' W
\ ~ ~ ~ ~ \ \ • i
r, EX. M.H. ~ 1 \ \ t rop a4aeo
` \ \ INV. OUf -840.44 \ \ INV. IN - 840b4
I \ ~ \ ~ EX ASPHALT T OIL PROP. TOP - ND CHANGE i
\ \ PARKING `~i • ~ ~ TOG 9~ , ' A A ~ 5~ I
1 v ~ \ ' l ~ VI INITY MAP
I I \ \ .A ~ • a \ \ r a ~ ~ N.~'.S.
' I - ~ , c ~ ,.1 b~ I ~ b~ . {
\ ~ ti 'fie ~ ~ I \ ~i ~ x ~ \ \
~ ~ I v \ ~ k. n~ r,'~ 1 I ~ 1
I - - \ 6 Se, 5~ w k _ Z ~ ~ ~ w . ~ 1 4 TF...I~D~MAT ON~
\ b~ \ ~ F \ . I I ~ \ ~ \ \ l ~ - ~ ~
~ I \ ~ \ ' I , ~ I ' I. TOTAL AREA: 4,204 ACRES
\ • e,, \ g~•%, X ~ x , ~ ~ ! 15' PRIVATE LAKE51pE EA5Ef1ENT W 1 j /
\ ~ I \ \S~ ~ ~ 9g - - ~ , ?D PIEDMONT CENTRE COMMUNITY ~ / 2. REFERENGE5. P.S. q5, P6. 23 d PART OF D.B. 3601, PG. 224q, ~ f ~ 550GIA'flpN, INC. ~ D.B. 3602, PG. 254, D.B. 3602, PG. 46'I
\ ~ , 1 n~ ` ' ~ ~ 3. TAX MAP; H I? -I-
- r ..,1. \ - . - \ ~ ~,o - ,P. 460 15 r ~ ~ ~ /
\ ~E , \ wv. 2 ~ 51.03 _ ~ / 4. ZONED: G.U. LI (CASE ~ 88 - 25 )
\ Y. / / '~o ) / - ~ /
\ 31 5. AVERA®E SLOPE: B.a ~
\ ~ 9 ~ LOT 13 _ \ ~~6 PIEDMONT CENTRE, SEG. 2 ` ~,4 P.B. q5, P6. 23 ~ / / - / I ~ S~ ~ l b. SO L TYPE GoB2, GeG2
' \ _ / /
TOP-833 !y RE-RECORDED IN P8. 130, PS, l3 ~ ~ _ / / / 7. 3,'500' t TO DEEP RIVER / /
~6 ~3 r / ~ _
b GIP. Ch'1p... ATURP~`b~2EA 1 \1 ' ~ bnG -1 ~ ..4 'l REA / ~ / / 8. THE ENTIRE gITC DRAINS INTO PIEDMONT LAKE AND GOMPLIEg WITH ~ L / ~ / THE PIEDMONT CENTRE MASTER WATERSHED GONTRAL PLAN.
12G~ ~ NATURAL ARE X - / n / /
~r / } / LOT 2B q. SITE 15 LOCATED IN THE HIGH POINT Gitt LAKE 6WA
PIEDMONT CENTRE / THlS 15 TO CERTIFY THAT THE SUBJE:GT PROPERTY SECTION II - ~B s7 / / 10. TOTAL BUILDING AREA
( ) 15 4 ~6 645.°Je PHASE B, LOT 12 k ~ _ ' ~'ieyr ~ / PIEDMONT CENTRE MAIN F I T / ~ LOOR 2,605 50 F .
(X) 15 NOT P8. q5, PG. 23 ~ ~ SECTION II r / / BASEMENT Ip,205 SQ. FT. ti / / PHASE 4A, LOT 26 TOTAL 31,810 5Q. FT,
0 A IN A IA k- -C~ L G TED ~G ~(•pQQ,,,~AZARD AREA AS TONED: GU-Lt . X T -b41.4 ~ - DETERMINED BY TWE DEPARTMENT dF WDU51N6 AND URBAN /O~ - ' / P.B. q4, PG. OOl
C _ ,r„-1 . DEVELOPMENT PER FLOODWAY/Fa.I.R.M. • 8„ :=83.4 I / ZONED, Gu-u II, PARKING SPACES REQUIRED :
MAF COMMUNITY PANEL N0. ,FOR GiJILFORD G0, N~~ Sq - / l 14,600 SQ. FT. OFFICE SPACE AT I SPADE PIcR 2S0 9Q. FT.* 5q SPACES / 51LT % RE-REGARDED IN I'1,210 SQ. FT 15 USED FOR WAREHOUSE SPACE (2 PER 3 EMP. • Iq MAX. EMP.
DATED .NJNE 4th. 1980 ' E~ 15TIN6 BUILDING r A S1 ,n R ~ ~ X X ' / / P.B. 130, PG. 13 = 13 SPAGE5 REQJ
. 453 PIEDMONT PARKWAY ° ~ F OA R ,~~'~~hC 4 ~ - / 12 PARKING SPACES PROVIDED : 72 SPACES (INCL. 3 HANDICAPPED) ~ /
-r 9 ~ ;n R O F.F, 845.02 .F ~ T l q • C.y l 8 PEB 5 H qq ~ • '4 ~ ry ~ X / 13. PROPERTY ADDRE55: 42'~? PIEDMONT PARKWAY
~ O •O / -x d 6 / 14 , A 10' "X" BUFFER 15 TO BE MAINTAINED ALONG ALL PROPERTY 8 TI ~ LINES IN ACCORDANCE WITH THE CITY OF HIGHPOINT REGULA.,ON,~
p ~ • ~ Op ~ a p 5~, ~ ~ 8 N ~ F / a
a'~• ' v 0 ~ ~ G ~ • ~•0 ~ X k S oC ! EXCELSIOR ~ O_ - ~ r. SJRVG ~ it ~ ~ 15. TOTAL "BUILT tA'ON"AREA: 64,b13 SQ. FT. (35~) / ~ ~ 16. MAXIMUM IMPERVIOUS SERFAGE AREA FOR THE SITE IS l5~
MATTING T ~ _ ~ ~ "~C ~ rs < r a ~ z. c~ F I ~ 11. SEWER SERVICE SHALL BE CAST IRON WITHIN EASEMENT.
O TOP-,35~ 4 / _ _ - MH. AD.IJ5TMfTlTS TO BE MADE WITH PRECAST GONG. SECTIONS.
~TII~IGATION of RlJNOFf c,ONr~L O s 4r • Y/ / 'END lW.aeaa. ~ _ T r;"d~S I8. THE GIN OF HIGHPOINT ELEGTRIGAL POWER SECONDARY
I CERTIFY THAT TNiS !°LAN WILL CONTROL THE FIRST INCH OF RUNOFF b / l~\ G/ - / m / ALONG PIEDMONT PARKWAY BE SHOULD LOCATED IF
FROM ALl p9tNLT-iJPON AREA9 SFIDhW HON, AND THAT THE RUNOrF CONTROL ~ //V~., 8S3 T . / ~ TH I ~ ~ ERE 5 TO BE ANY GRADING DONE IN THIS AREA.
MEA° 11/5 9NOYN ON TH15 PLAN MIST OR EXGEL~D THL ~9UIpELINE9 IN TM~ GUILFORD ~ g5~, D / ~ 8 Z4, • O NI!, S4.8 r - Q Iq. IF ANY IN A T AT TH WI A HAR 3 L ES RE 0 BE RELOG ED ERE LL BE C 6E 4B t0 Ex. ASPHALT BY THE CITY OF HI6HPCINT TO DO THIS
COUNTY WATER QUALITY rROTEGTION MANUAL 155UED BY GUILFORD GOUNtY, ~ • .a,. JANUARY, 194. , , ~ I I 10 ~ ip_. 5 ~ PARKING ~C F 20. SEWER SHALL BE CAST IRON WITHIN EASEMENT.
~ - II 2i. ALL DRIVEWAYS MUST CONFORM TO CITY OF HIGHPOINT
.w ~H ~A.•„ Y, ~7Z, p P.E. SEAL U ~ ~ / DRIVEWAY ORDINANCE.
/5 IN6 AREA -
SI6NATUI~E E 5PFIALT ~i PA A ~ 22. MAX -BLDG. HEIGHT = 30' / ~ ~ I I ATI I I 5 23. BU LD N6 U~aE : SPEGUL VE BU LD N6
SEAS RxING ° • i~ ~ 1 / :
DATE ~-[~-~.1 ~ - l NATURAL AREA - q,
~ ME , TUR ARE ~a....N ~ ~ ~ YI. / 10 / E~ION CONTROL INFORMATION
rE ~ n 1~ y - ~ 1, ~ ~ !a'` 30' S~ ,~P~' ExISTING PINE YI. O TOP- ~ YI. b W ~ TOP- 5.0 $ f' : I. TOTAL AREA D15TURBED 2.413 AG,(~51.4)
~'~aslu?n'"~ UNDER GROUND P THICKET POWER - ~ TOP-b55,0 INV.-~ >5.0 INV.- b d .DONS TI =
IE V: 85 .+0 - N t .0 NAT~AI/ ~ . 2 TRUG ON SEQUENCE / ~ ~ A. ARRANGE PREGONSTRUGTION MEETING WITH Qt / T
~ - ~ ~ ~ PIEDMONT NATURAL 6A5 ' U6-TE / TNIC/KE HIGH PDINT ER0510N CONTROL INSPECTOR
/ (883-3184) AND OBTAIN GRADING PERMIT. TELE ~ POWER TELE.
BQx L _ _ Q B. CLEAR AREA AND INSTALI. STORM DRAIN
W 893.16 I ~ --x~-- M - W ' W W ~ 89D.T0 _ - - - p- - _ d PROTECT INLETS. ~~1D .J - ~ ~ - G. INSTALL GRAVEL GONST. ENTERANGE,SEDIMENT PITS d
EX. 14' D.I.P. WATERY- ~ OGA ° W /4 N49°Ob'23"W 558.35' W w SILT FENCE .
EXI T. HYD. ~x• G~. >t 4 METER TOP6S9D9 W'I 51LTFENGE =ENGE D. CLEAR AND GRADE SITE
-flELL'39HiH---- - - ~ _ - - - - - - - _ E. STONE 5TA61N6 AREA
;n a TELEPHONE TYPJ ~ - _ _ ( F. BUILDING GONSTRUGTIDN,
MEDIAN u ~ . - D x 100 X 8 DEEP - _ w _ r 6. PAVE PARKING LOTS.
TEMP. GRAVEL ZDA~'t. - - - _ - - - - - - - ~ - - - H. SEED AND/ OR LANDSCAPE ALL D15TUR6ED AREAS . I. AFTER GROUND DOVER IS ESTABLISHED ,REMOVE
N _ _ EX.15_RGP , E TgRANGE _ 20'XI00'X8" DEEP - - - - TEMP. EROSION CONTROL MEA 5 A SPOT SEED 7M NT P TEMP. GRA ~ "D
PI EDM N 4 T X 0 A VE RKWA L coNST. Y EN.rE~ AS NEGE55ARY .
w 100' RICH' 100' RIGHT-OF-WAY T ~puun~~ir ~~i
-SOUTHERN 6ELL - - - - - - ~ - - - - - - - - - ~ _ _ _ ~~r, t^ ~ ! y~i SEED ALL EXPOSED SLOPES WITHIN 15 WORKING DA'Y5
` - - ,~e ~,33~ FOLLOWING GOhIPLEATION OF ANY PHASE OF GRADING,
_ _ - - - / 1~ PERMANENT GROUND DOVER FOR ALL DISTURBED AREAS WITHIN 15 - - - w ~ WORKING DAYS OR 40 GALENpER DAYS (WHICHEVER 15 SHORTER )
SEAL ~ FOLLOWING COMPLETION OF CONSTRUCTION OF DE~/ELOPMENT r
r ~ ~d)!7 = W A ~ ~1
APPROVED BY THE TECHNICAL REVIEW COMMITTEE FOR A PERIOD OF 18 MONTH5, 5UBJEGT TO THE APPROVAL OF ANY REQUIRED STREET AND UTILITY PLANS AND PROFILES. o .,hG NE ~ d ~ •a.......
. 1(. ~ ~+~1 ~ a~ If. D - 14111{MS? ?
DIRECTOR OF PLANNING AFB DEVEl.OFMENT DATE - - SITE PLAN I
DIREGTgt of DUILDINi INbPEGtroNb DATE I, GENE T. PALES, AGREE THAT TH15 DEVELOPMENT WILL BE INSTALLED DR CONSTRUCTED IN DRAINAGE AREA DIVIDE ~ LEGEND OF 5Yr'IBOLS
COMPLIANCE WITH TH15 PLAN. I UNDERSTAND THAT IF, ON INSPECTION, THE WATER, SEWER, AND PI M NT NTR - T ED 0 GE 0 L DISTURBED AREA ~.~~w ~ c~EAN°ur (c.oJ
N STORM DRAINAGE LINES ARE FOUND NOT TO BE IN COMPLIANCE WITH APPROVED PLANS, WATER DIRECTOR of TRAWPORTATION DATE ANp SEWER CONNECTIONS WILL NOT BE MADE. SECTION II PHASE 4B EXGEL510R MATTING Y~ \ \ ? ExST. GATGN eA51N (G.BJ ~
EXISTING CONTOURS ¦ FR°P°yEp GATGN BA51N (G8J
ExST. FIRE ItYDRANT MYDJ H16H POINT roWNSHIP, 6UILfORD COUNTY ~DIMENT TRAP/ ~ CITY OF HIGH POINT, NORTH CAROLINA
~ DlRxroR of P~eI.IG xlevlcd DATE .ELOPER RIP-RAP FILTER DAM ~ pRO+y°sE° FIRE N1T7RANT (Nr°J ;:r:
r ExyT MANN°LE M.~J DATE: FEB 05 Iggq 5G E: I" ~ 40' SHEET: Q AL
GENE T. PALES, ELIZABETH J. PALES, DIRECTOR OF CENTRAL ENGINEERING DATE t GRAI6 J. FAZES DRAINAGE DIRECTION FROPhSEL~ r+A?r+°I.e MHJ
DRAINAGE PIPE NUMBER ~ n RYCT veOn ~u CT N ~ ;
W P.O. BOX 19341 DRAINAGE PIPE ¦ PROROW0 YARD IWET (Y.I)
6REENSSOR.0, N.G. 2141q HUH CREED ASSOCIATES, IN P.A. POrER POLE (PPJ
w tv DNttGTOR of EI.E(.rifJG uriLiT11% DATE TELE: (q10) 665-8444 RIP-RAP FAD
Tr ' REDULER CONSULTING ENGINEERS & LAND SURVEYORS SWALE NUMBER « 0 YARD WMANT n H:
SIGNED:
CHECK DAM ® HATER VALVE (KV.) P.O. BOX 9623 PHONE: [phone] ~ DACKPLON PREVEN t* (BJ:.P, 1306 W. WENDOVER AVE. OR 275-8084
d~ SILT FENCE - x x GREENSBORO, N.C. 27408 FAX: [phone]

SEDIMENT PIT ~ 2
DRN6. AREA • 1.3 AG,
rs~,a DISTURBED AREA : 1.3 AG.
x SIZE ~ REQ. x,340 G,F. T I aXl ~NT ~ I ,y
EXISTING DRAINAGE SIZE ~ 24'X4SX2.5'• gRhlF ~A : 1,3 A VALVE FOR LAKE 2,x$0 G,F, s AREA : 1.3 AG. ~
. ~ DISTURBED AREA WEIR OUTLET b SIZE t REQ. 1,445 G dED AREA = I.0 AG x. M,H.
REQ. I,g45 G.F. INV. R4GK OUT - 852.62 4'X48'X2's INV. I 2 N - 854.62
51 , ~4'X,gB'X2': 4 G.F. G.F, c
LOT a SIR OUTLET T s SIR OUTLE b
A q ~ DR.
~ ~
9 ~ ~ LAKE s ~ ~ a w,E. 8s5b EX, M.H. SITE ? tOP 89.45
' ~o \ \ INV, TOUT: 941'.5q CLI INV. 84.1q ~ N,g 'a
a~ \ X. MH TOp PRIVATE OPEN SPACE ~ E b3g.10' P$. 91, P6. 152 PROP. TOP -655.49 '4R • ~c,~ +QK ~
\ ~ ~ YMH. TO EIE ADJUSTED ^+s z ~ ~ r
\ \ PREGA9T TION ZCNED~ GU-LI \ \ 1.. PROP, TOP 4 .ID P
~ \ INV. ouT- ~25.3a ~ ~ n \ ~ 4
\ h a
\ \ \ ~s w w
\ ~ \ \ \ ~ ~ Q
1 1 \ ~ ,7, EX. M,H, I
~ ~ \ \ C. TOP 64Wb0 1 1 \ IHV. OVT - b40,44
\ ~ INV. IN • 940b4 I I \ EX, AgpHALT PROP. TOP - ND GHA?~
\ T ~$Dltr \ \ PARKING j I I ~
I ~ TOGK~ILE v~ , ~ AREA ~ s~ I VI INITY MAP
~ \ ~ I
~ I \ ~ ;A \ \ \ a~ a I ~ \ ~ . 1 4 I N.T.S. ~ I
1,1 I \ x a b~ ~ ,r s~ ~ M
~ \ \ ,L ui h ( I \ q~ wi. J ~ r
S , k x' ~ 51 INFORMATIONI s~ I E
\ 6 `c ~ ~ ~ >s, I I ~ \ F , \ ~ l~ I ~
\ ` I ' ' ~ I I. TOTAL ARLsA: 4.204 AGREg
I ~ . ~ I ~ \ esio ~ ~ s~~ A I A MENT ~
\ e-. \ p 5~•p~ X st / IS' PT21v TE LAKES DE E SE I I i REFERENCES: P$. q5 P !PART OT; I P6, 224q, I 0 TO PIED?~1T G2NTRE GOMMUN TY I EJ ZS D 364 ,
I \S ~ ~ ~ v ~ .....r _ ~ .,b, S50GIAtION, INC. V ~ D.B. 3602, PG. 254, D.d. 3602, P6. 4b1
s ~ ~ t ~ 3. TAX MAP, H.P. N460-I-i5
\ ~ ~ ~°6 I ~
- ~ I , ix~, a 2 : , ~ 37,03 \ / ~ - ~ 4. ZONED: G.U. LI (GAgE M 88 - 23 )
iT~ t -b34 \ ~ ~ \ I i L T I _ t~ ~ / y" ~ 5. AVERAGE SLOPE: 8.q ~
\ q ~ 0 3 `r /
~ P{EDMbNT GEN'fRE, SEG. 2 ~ . l l b 501E TYPE: CeB2. GeG2
TOP-833 ~ "c N , RE-RJrGORDED fN P.B. 13p, P6, 13 ~S ~ ~ r / / S~ / / / ~ '5,500' t TO DEEP RIVER
INV. 830,02 ~ ~ ~ , ~ ~ a
b" GIP, 6 G .d~,., TUR1f[''ibd2EA ~ / / / / 3. THE ETITIRE 51TE DRAINS INTO +°IEDMONT LAKE AND GOMT°LIES WITH
, M16? ~ NA ~ I b ~ / NA L A / / / THE PIEDMONT CENTRE MASTER WA'T'ERSHED CON'T'ROL PLAN.
V ~ ~ NATURAL ARE ~b ~ r / ~ ~ ~ /
PIEt~1pNt CENTRE ~ ? / / LOT 2B 4 51TE IS 1.OGATED IN TM~ H1~5H POINT CITY LAKE 6WA ~l1 yY ? ~ i I T
Tr115 I5 TO CERTIFY THAT THE St~J~GT PROPERTY SECrION n ~•8 0. TO AL BUILDING AREA R~ / PIEpMONT CENTRE MAIN FLQOR: I . RT.
I ~ ENV. ~+~s• ( S PHASE 4B, LOT 12 k 6 ~ ~ / 2 bos Sa q" / yEGTION II
(X) IS NOT P.B. q5, PG. 23 ' ~ V1X LOCATED IN A A A AB r / PHASE 4A LOt ~g MENT I~ 5~(. FT. ~ / P, as a , p TOTAL 31,810 S0. FT.
2C7NED+ GU-LI ~ ~x DETERMINED BY THE pEPARTMETIT OF HOUa1N6 AND URBAN ~ - / B. , . b D1 / / ZONED. C,u-~ ; II. PARKING SPADES REQUfRED
F a.~v ~ X . DEVELOPMENT PER FLOODWAY/F.IR.M. k'~, l 14,600 5Q. FT OFFICE SPADE AT I SPACE PER 250 50. FT.¦ 5q SPAGE9
~ _ ~ ~8 MAP GOMMINiITY PANEL N0. II ,FOR t 1+ ~ S ~ a ~ ~,6 X84 ) ` ~ / RE-REGORDEC iN 7 I s 51LT F I'1ZI0 5O. F 5 U5ED FOR V~AREHdU5E SPACE (2 T'ER 3 EMP. Iq MAx. EMP
DAYEC ,ENE 4th. 1480. E ~;~TIN6 BUILDI ~ p m ~ x z r R 453 PIEDMONT PARKWAY m . • ~A >~~~C ; x ~ / / ?E i~0, Pb : 13 SPAGpS REQJ X !2 PARKING SPACES PROVIDED '?2 SPACES (INCL. 3 HANDICAPPED)
R~,-, ~ 4 R .F O F FF. , 4 , r, ~ ~ .c"` / ~ A ~ ~ aRCF'EP.`' ~C"~L''S5; ,~~5a p'E"JMC7N? PA17kv~A,Y ~
,3 ~ ~C ~ r r t ' . STN 14!~M ~ ~ ~ 8 ~ 'Y X--~ ! 6 _ ~ -A ~G' BtIF~. ig~°'Pp 13E MAINT~+INEC ALONG ALL PRaPE.'RT'r
r .J ~ \ Op 17~ ~ LINES '~iv .AvGc~KL' a!~G~ ?~~'°h ''-s`; _~''r Ofi NIC-~~~a!ti" REOULAtI0N5.
a q ~ / ~ ~ II " ~ 15. TOTAL "BUILT UPON"AREA: 64b~3 5D. FT r ~5~,
~ ~ ~ ` XvE IOR • F O _ • ~ T ~ A9 ` 7 ~ U / ~a 16. AX MUM VI RR A F 51 I 75 M I IMPER OU5 5E AGE R;EA OR THE TES ~
MA .TINE a T Nr _ o ~ '1 I WI I N sr I .SEWER SERV GE SHALL SE CAST IRON TH EASEMENT.
.Q s~~,;, p a?-851,4 ~ ) _ _ - MH. ADJUSTMENTS TO BE MADE WITH PRECAST GONG. SECTIONS, ) _
~ ~ i8. THE CITY OF H16HPOINT ELEGTRIGaL POWER SECONDARY
I GRRT9f`r THAT TN15 PLAN WILL CONTROL TIf !'Nt9T INCH OF Itl~IOPR A••sNr••a•• (s' T ' / ~ ? j ALONG PIEDMONT PARKWAY BE SHOULD LOCATED IF
rROM LT THAT rHE GONTItOL • ~ OA,~ CI - AL(„ 19UI -U°ON AREAS 9H0?"N fEREOK AND RUNOFF ~'1•, 3,O rte, hEAS~ES SNOWI Oh TN15 PLAN MIST OR ExGE[D THE BUIDRI,.INT~ iN M 6WlFORD 10' 24' • ~ / TC ~ ~ TH IS TO 6 IN THiS AREA g ~ ERE BE ANY GRADIN DONE ~ - Iq. IF ANY LINES ARE TD LOCATED THERE WILL dE A CHARGE
COUNTY ?'+NTER QUALITY PROTECTION MANUAL IS9UED by 6WLFORD GOUNF(, • 8~,,, 'B ? I t Ex A5PHALT 8E RE O PARKING En' THE CITY pF HI~OINT TO DO THIS .
• ,.W~lARY, I,A4. O '3 I I 10 ~ • / 3 ~ 20. SEWER SHAL BE A T I N WITHIN A MENT. '9c ~ ~ L c s Ro ESE
~ 21. ALL DRIVE?'rAYS T ONF TO ITY OF H16HPOINT ~ II ~ G oRM G
/a Z ~"r l ~ - - ~ PP. SEAL ~ ~ ~ / , ~ ';V' . ; ~ v DRIVEWAY ORDINANCE.
. /g INB AREA ` . • W 22. MAX - 4LD6. HEIGHT ~ 30
!316NATURE ' EX. ASPHALT PAItKIN6 A ~ ~ ~ 23. I I ATI I DING . BU LD N6 U3E : 5!"EGUI. VE DU L
,1 i. GATE ../1..~~ , ~
NATURAL AREA % ~ ~ ' B 4' D t to
gg '-"a,. TURAL AREA b YI. / W E$O51 N GQd~L I~01~1A710N YI.
5Z P EXISTING PINE ~ P- .C UNDER GROUND ~ ~ ~ THICKET YI. ~ TO 5 TOP- 5.4 h' ITT A DI ¦ .41 A5 7.4) . o AL REA 5'fURBED 2 ~ ~G,( s
p ~ ~ TOP-855.0 INV: B .E ~R I - .0 INV:B b : TI N 5TRUG NG 2. GON 0 SEQ1~ E NAT
N t / . ; A. ARRANGE PRL°GON9TRIJGTION MEETING WITH PIS / T I T N T
Wr_TE PIEDMC~IT NATURAL GAS TH?y~ r H 6H POIN EROSIO CONTROL INSPEG OR (883-31q~1) AND OBTAIN 6RADIT+kS PERMIT.
/ TELE POKER a~,, rELE. I CLEAR AREA AND INSTALL STORM DRAIN
,..Bax o - - _ ese.la _ 4........._ ! _ p - i !PROTECT INLETS.
.12' D.I.P. WATER ~ OG _ " M 'r^_^-."^r w ~Sxi ~ G. INSTALL GRAVEL GON9T. ENTERANG{r,SEDIMENT PIT5 !
EX T. EX. G,6• ~ / N4q Ob 23 W 558.35' i HYD. x 4" METER W w w SILT FENGC .
10P essays w I I T ~ ~ ~ SIL FENCE ,E D. CLEAR AND GRADE 51T'E
~LLH--- - 8 _ ~ a TELEPHONE (TYPJ E. STONE STAIyIN6 AREA 'r ~ ~ F BUILDINGg CONSTRUCTION,
0 X 100 X 8 DEEP ' M'~ - AMP, 6~-Vf~~OA~. ~ 6. PAVE PARKING LOTS. -r ,r- ~ ~ ~ _ - ~ ~ _ _ ~ _ H. SEED AND/ OR LANDSGAPG ALL D15TURBED AREAS .
EX. 15' RGP „ i. AFTER GROUND COVER 15 ESrASL15HED , REMO`?E
ENTERANGE f a M NT D ~ 20 XI00 X8 DEEP TEMP, EROSION CONTROL MEASURES ANp NT 'T'EMP. GRAVEL AR T. 1 KWA CONS ~
X~ w 100' R16HT-OF Y ~ AS NEGE55ARY . do S ~i176'~~ k~ f e,~. R16HT-OF-WAY ~ ~ ~ SQNYll3 ,
h~
~ _ ~50UTHERN BELL ~ ~ ~ ~ ~ ti~ ti Vwr ~ I it ? ~ _..-~r.y_ -~~y~ ~ ~ SEED ALL EXP05ED SLOPES WITHIN IS WORKING DA FOLLOWING GOMPLEATION OF ANY PHASE OF F~~i~
J ter..-.-,.~ ,r, ~ - - _ ~ MANENT VER FOR ALL ISTURE3E wIrHIN 5~ - - - _ PER GROUND GO D D
- - -^-r- - - - WORkIN6 DAYS OR q0 GALENDER DAYS (WHIGHE ~ 1 I'
FC'LLOWIN6 GOMPI,.ErION 0~ GONSTRUGI!ON OF DE / 0 ~1 a ~P
APPROVED BY THE TECHNICAL REVIEW COMMITTEE FOR A PERIOD OF 18 MONTHS, p~ w
SUB.JEGT TO THE APPROVAL OF ANY REQUIRED 5'rREET AND UTILITY PLAN5 AND PROFILES. d>
DII@(,TOR 01' PLAN~gNB AND DEVELOPI4rNr DATE ~ ~ ~ 0 u~
I T PAN ~ I
DNlEGTOR OF OUILDINb IN9FEGTIQI~j DATE I, ENE T, FALES, AGREE THAT THIS DEVELOPMENT WILL BE INSTALLED OR GQNSTRUGTEp IN L~6~ND OF SYMBOLg DRAINAGE AREA DIVIDE PI M T NT - T I
GOMPLIANGE WITH THI$ PLAN. I t~dDER$TAND THAT IF, ON INSPECTION, THE WATER, SEWER, AND N D D15TURBEp AREA t,~,•u.tir • «Ea+our (L.C)J
STORM DRAINAGE LINES ARE FOUND NOT TO BE IN GOMPLIANGE WITH RPPROVED PLANS, WATERt DIRECrTOR Or` T1lANEI~ORTATION' DATL' TI N i I PHA 4 G EXGEL~J' IOIQ MATTINIy °r'-~' ~ C~ ExST GATGN 8A51M (L,BJ ~
AND SEWER GONNEGTIONS WILL NOT BE MADE. EXISTING CONTOURS ~ PROA09ED WATCH 8+„SIN IGBJ
Ex5T. FIRE NYDR,Wi (kYDJ H16FI POINT tQY~HIF, QUIL~'QRD COUNTY SEDIMENT TRAP/ ~,R;~;, 1~' CITY OF HIGH POINT, NORTH CAROLINA
If1 DII~Tpt,Qf .~IC....~.....~ .................DATE ~ RIP-RAP FILTER DAM ~ pIQDi~ED FIRE H{ORAN7 (NrD./
OWWDEVELOFtgt ExSr. r1~??+Cxf n~nJ DATE: FE8 05, Iggq SGALE~ I" s 4O' SHEET; DRAINAGE DIRT=GTION
GENE T, FAZES, EUZa6ETH J. FAZES, _ PW~P05Fr, riAHH01.E MH_i
CIIIEGTOR OF CENTRAL EMONI INIS DATE S C"(Ep J. FALES DRAINAGE PIPE NUMBER ' Q Extr YARD INLET tr.u
P.D. BOX Ig541 DRANA&E PIPE • PROPOICO YtAV INLET (Y I.) HUH CREED ASSOCIATES, INC., .A.
CTIREENSWRO, .G.2?4t1 prxe'9PPr
fV PMECTOR OF ELEG71 Co UTILITIES DATE TELE; AO) 665-1444 6 Q RIP-RAP PAD CONSULTING ENGINEERS & LAND SURVEYORS
SHALE NUMBER N 0 y^$W WORAM r,+r
rN ® K^T" V^LVE (W.v) P 0. BOX 9623 PHONE: [phone]
w CHECK DAM • DIl.KFLOw caEVeurcR roF.PJ 1306 W. WENDOVER AVE. OR 275-8084
I/ SILT FENCE x X GREENSBORO, N.C. 27408 FAX: [phone]
rLL t a
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