20021562 Ver 1_COMPLETE FILE_20021104

MEMORANDUM
TO: John Dorney Regional Contact: Jennifer Frye
Non-Discharge Branch WQ Supervisor: Steve Malin-;%
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Jamestown YMCA
Project Number 02 1562
Recvd From APP
Received Date 9/26/02 Recvd By Region 11/14/2002
Project Type road crossing
County Guilford
County2
Region Winston-Salem
Certificates Stream
Permit Wetland Wetland Wetland Stream Class Acres
Type Type Impact Score Index Prim. Supp. Basin Req.
Stream Impacts (ft.)
Feet E SEEM
Req.
14 Stream FY O N F- 17-5 WSIV F__30,605. ? 70.00 70.00 F-
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N .
Is Mitigation required? 0 Y 0 N Recommendation: 0 Issue 0 Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
WO Certification #3375 issued by WSRO on November 18, 2002.
cc: Regional Office
Central Office Page Number 1
i
FILE COPY
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No. ®-21
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing pp
U
1. Check all of the approval(s) requested for this project:
Section 404 Permit 2 6 U
Section 10 Permit
401 Water Quality Certification GROUP
Riparian or Watershed Buffer Rules t1Y SECT?ON
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide Permit 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: Fj
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here:
II. Applicant Information
1. Owner/Applicant Information
Name: YMCA of Greensboro
Mailing Address: 4411 w. Market street, suite 103
Greensboro, NC 27407
Telephone Number: (336) 854 - 84 1 0 Fax Number: (336) 854 -84 1 2
E-mail Address: [e-mail]
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 3 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Jamestown YM
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): ACL 7073-B-936-6, -7, -9, -10
4. Location
County: Guilford Nearest Town: Jamestown
Subdivision name (include phase/lot number): N/A
Directions to site (include road numbers, landmarks, etc.): From I-40 west, take US 70A &
US 29A (High Point Road). Take High Point Road south 5.5 miles. Site is on the right at
the intersection with Bonner Drive (SR 1673)
5. Site coordinates, if available (UTM or Lat/Long): 35 deg. 59' 55", 79 deg. 54' 40"
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
Undeveloped
7. Property size (acres):
83.09 acres
8. Nearest body of water (stream/river/sound/ocean/lake): Bull Run
9. River Basin: Cape Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.ne.us/admin/maps/.)
Page 4 of 12
10. Describe the purpose of the proposed work: Access drive to new YMCA facility.
11. List the type of equipment to be used to construct the project: Trackhoe, Excavator,
Bulldozer, Dump Truck, Vibratory Compator
12. Describe the land use in the vicinity of this project: Public Institution and Mixed Use
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
None
V.
VI.
Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: None planned.
Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 5 of 12
1. Wetland Impacts
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
N/A

List each impact separately and identity temporary impacts. impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property:.15 acres
Total area of wetland impact proposed: 0.0 acres
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
I Road Crossing 70 UT of Bull Run 4 feet Perennial

List eacn impact separately and identify temporary impacts. impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.coin,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 70 feet
Page 6 of 12
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
N/A

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): E] uplands ? stream F] wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
The road crossing, as shown on the attached plans, was located to reduce the width of the
proposed crossing as much as possible. Access to the site from High Point Road was considered,
however, due to grade changes on the site, proximity to the signalized intersection with Bonner
Drive, and plans for future widening of High Point Road, this alternative was eliminated
Page 7 of 12
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
None proposed
Page 8 of 12
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at http://h2o.enr.state.ne.us/wrp/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes F] No X
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes F-] No
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes F-] No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No E] If you answered "yes", provide the following information:
Page 9 of 12
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 4,480 3
2 2,450 1.5
Total 6,930
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
Buffer mitigation not required for road crossings where no practical alternative exists.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Total acreage: 83.09 acres, Existing impervious: 2.89 acres, Proposed impervious: 4.20 acres.
BMPs such as vegetated swales, rip-rap energy dissipaters, and protection of natural stream
buffers will be provide to protect surface waters and wetlands downstream.
XII. Sewage Disposal (DWQ Only)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Wastewater generated from this site will be treated by Town of Jamestown's waste water
treatment facilities.
Page 10 of 12
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes El No N
Is this an after-the-fact permit application?
Yes [:] No N
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
W Lj F-- 1 ?Z
Applic t/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell Union
US Army Corps of Engineers Avery Clay Jackson Polk Watauga
151 Patton Avenue Buncombe Cleveland Lincoln Rowan Yancey
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham Wilson
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes Yadkin
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Page I I of 12
SLOL-££L (666) auo4d V 1Z 3N 46181ea IS tingsilLS'N US

i
j
Michael F. Easley, Governor
OF `?A
?O
-I
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E., Director Division of Water Quality
October 3, 2002
DWQ # 02-1562
Guilford County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
YMCA of Greensboro
Attn: Joe Warwick
4411 W. Market Street, Suite 103
Greensboro, NC 27407
Dear Mr. Warwick:
DW was notified by receipt of your
On September 17, 2002 the Division of Water Quality (of a road crossing in Guilford County.
application regarding your plan to fill wetland for the purpose
provide 7 copies of the following
Approval from DWQ is required to disturb this stream. Please p
d in
NCA and refer to the DWQ # listed above in your reply. In particular as describe ase show the e C pond 2B .0502, we will require you to locatl"all streams 100 ffeet) and
information B .05
o es can tbegin propto determine your projects'
maps of suitable scale (for instance
compliance with 15A NCAC 211.0500.
Please provide a stormwater management plan. This plan must provide diffuse flow through
1 the buffers. If this is not feasible, then a variance must be applied for. Please consult with
Mr. Todd St. John at 919-733-9584.
uestions or would require copies of our rules
Please telephone me at 919-733-1786 if you have any q
bet when ccthisannfo?? o 5 is
cedural materials. This project will remain on hold as incomple
or pro
NCAC 2H .0505(c). The processing time ,for this application will will assume you no longer
received. If we do not hear from you by writing within three (3) weeks we
want to pursue the project and will consider it withdrawn.
Program
JRD/bs
cc: Winston-Salem DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
John Akers, Tye, Spotts & Davis, 4807-C Koger Blvd., Greensboro, NC YNT,
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 9-733-6893 (fax), (http://h2o.enr.state.n.c.us/nawetlanlds
), 91
(919
Sincerely,
FILE MY MITTAL LETTER
Date: September 24, 2002 0 2 1 5 6
4807-C Koger Blvd.
Greensboro, NC 27407
Phone [phone]
Fax [phone]
To: N.C. Division of Water Quality
401/Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Project: Jamestown YMCA
Jamestown, NC
We Transmit:
( X ) herewith
( ) under separate cover
The Following:
Copies Date
7 September 17, 2002
7 sets September 24, 2002
1 September 24, 2002
Remarks:
= 9 z a
Project No.: 01-054/D
For Your:
( X ) approval
( ) review & comment
( ) use
Description
Pre-Construction Notification Application
Form
Civil Site Plans and Details
TDG Check # 12085, $200.00 Application
Fee
The attached application is for a Section 404 permit and a 401 Water Quality
Certification.
If you have any questions, please do not hesitate to call.
Copies: USACE, Raleigh
Sincerely,
By: 74"-
V
John Akers, P.E.
Sr. Civil Engineer
P:\20o1\Jamest. YMCAWdmin\09-24-02 PCN Fort to DWQ.xmt.wpd
7Tu
9 TRANSMITTAL LETTER
1?1 Oi?S
al Dat No?,ernber 4, 2002
To: N.C. Division of Water Quality
401/Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
4807-c Koger Bird. ',b2="f- - " Project No.:01-054/D
Project: Jamestown YMCA -? .? .nQ
Greensboro, NC 27407 Jamestown, NC
Phone [phone]
Fax [phone]
We Transmit: For Your:
( X ) herewith ( X ) approval
( ) under separate cover ( ) review & comment
( ) use
The Following:
Copies Date Description
7 October 31, 2002 Civil Site Plans and Details
Remarks:
Per your October 3, 2002 letter, we have revised the plans for the subject project
and are resubmitting them for your approval.
Our plan provides an extended dry detention pond, and level spreaders to provide
diffuse flow through the buffer, and obtain 85%D TSS removal. In addition, we have
included sheet CIA which identifies all streams and Wetlands on the 14 acre
property.
If you have any questions or need additional copies, please do not hesitate to call.
Copies:
Sincerely,
By:
John Akers, P.E.
Sr. Civil Engineer
P:\2001Uamestown YMCA\Admin\11-04-02 Revised Plans to DWQ.xmt.wpd
Date
DWQ# d Z l tj(0Z- pr4jx' *"' b Z'
$$) Plan Detail Incomplete n /J _ Q
o p'.C.?9e
? Please provide a location map for the project.
?j,?,v,t, ?I
? Please show all stream impacts including all fill slopes, dissipators, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
all

? Please indicate proposed lot layout as overlays on the site plan.
Plea a ' n o cte s overlays i Ian.
7'Ytii ?! G VI/
U?
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan. aff4-'J'
? Please provide cross section details showing the provisions for aquatic life passage. mi/
? Please locate any planned sewer lines on the site plan. (",
? Please provide the location of any proposed stormwater management practices as required by GC
?,.
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional information as to why
it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the . Please
revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the . Please
revise the plans to minimize the impacts.
O The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because . Please
revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it is not possible to achieve diffuse
flow through the entire buffer then it may be necessary to provide stormwater management practices that remove nutrients before the stormwater
can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impact was request. Please provide $
This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application,
$$) Mitigation
copies of the site plans and other supporting information.
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The plan must conform
to the requirements in 15 A NCAC 2H .0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
TRIAD DESIGN GROUP
NC DeDt. of Environment & Nat. Resources
Voucher Invoice Type Date Reference
3828 020924 Invoice 09/24/02 Jamestown YMCA
d
Check Number: 12 &-M
Date: 09/24/2002 Check Amt: $200.00
Balance Discount Pay Amount
$200.00 $0.00 $200.00
~ ~
ITE DATA S
1. PROPERTY OWNER GUILFORD TECHNICAL COM`1lNITY COLLEGE ~ W
I HIGFI POMT ROAD ~ 60 ,~A e~' y ~ 0~
P 0 DOX 309, d0 JAMESTOUAJ, NC 21282, U - t& P t
CONTACT DAN SITKO 336-199-8680 _ ~ ~ e
~ I ~
1.DEYELOPER JOFN S. CLARK CO. • S
916 W. FRIENDLY AVE. ~ ~i, and ~ r'~ ~o•~s'm'`~ ~ °'F'o
GREENSBORO, NC 211-4008 J 33b-111-4028 ~ 46 coNTACt MuNN 15 ~ 'po R
.
RENCes . - ~l.° 3, REFS Go D$. 3,21 PG,1294 ~'~or 0~' ~ NIG
~u D$, 3184 PG. 938 1 q~ INr - r P~ ARCHITECTURE
D8.3194 PCs. 932 vn4~E ~ ~~~~ti I ~ -
D8.3119 PG. 1481 ~ P8, 101 PCs. 001 - - - - - - I ~ N I N R I N G
,s' - ~ ~ ~ vICINITY MAP E c E E ~
inr HIGH POMT ROAD / / • I ~ 11 1 ~ North
JAMESTOIIJrI tOWrBHIP,GUILFORD COINTY / / I PLANNING
CAROLMA / / JAMESTOWN, NORTH / ~ _ D LE E I EXISTING NEW
>7 / 6. TAX MAP DATA ~ i INTERIOR DESIGN
1031-8-936-6, -1, -9, -10 ~ - I 4 T- Ko ~ Boulevard ~ U BuILDn~ U 80 C q
u u Greensboro. N.C.2740T
6. ZONING DISTRICT 1 ~ PI- PUBLIC INSTITUTION 1 1 i ~ BItlMM0U8 PAYMG / ~ ~ Teleprane 336.218-8282
1 ~ / I GoNG, SLAB OR PAVING ~ : Facsimile 336.218.8010 0
1, PROPOSED USE YhICA t 1 1 ~ ' 91 - - - -I~ - - - - CONTOUR ELEVATION -r10®
8, TOTAL ACREAGE = 190,11 ACRES t 1 ~ ~ PROFESSIONAL OF RECORDi
IMPERVIOUS SIJI~ACE AT VV200 = 61,08 ACRES 1 1 UNDEVELOPED LAND = 83,09 ACRES I I • 1~A7 ePOt ELEVATION • fI00a0 1 s L. ALLAI~~~'P.E.
= a 1 60x IMPERVIOUS SURFACE ALLOUJANCE 41b6 ACRE A r~ ~ I =8" 8D = STORM DRAIN LUE -8 SD - ~e~ '~i ~ ~N CARp
IOUB SURFACE ADDED SINCE VI100 = 289 ACRES (3.48%1 t ~ IMPERV II I ~ ~ STORM DRAM INLET ~ ~ I K ~ .r S 9 .
PROPOSED YMCA 410 ACRES 19109x) 1 TOTAL GUILT UPON = 1,09 ACRES (8,930 1 / ~ 0 r -L~ STORM DRAIN MANHOLE _
p18TURBED AREA = 110 AGREE 14,190 1 1 I / I
uNDiaTURSED AREA =142'91 ACREa 19911x) I WALKING /JOGGING TAAII ~ 6~ HEADUTALL OR ENDWALL ` / • / ~ (D60 i t ~ i w
NOTES ~aow I - - - - SANIT SS F ~ o - ~ ~,.p ~ 88 ARY SELLER LME ~'~(N~~,
I 1 t - - ~ ~ / i i ~ iii ~ °••eoee••'°• - - - - ~ " ~ ~ cure~eR nAC, I ~ - - S~- - SANITARY MANHOLE '~i ~1( f 1~~'
I, tOPOGRAPHIC DATA PROVIDED BY GUILFORD TECHNICAL COMMWITY COLLEGE, 1 1 ~ - - - - - - - I RMR LRlE 83PI9' 8'E 89P19~ sS a e~sia~ ~ ~ ~ ffi - - - - - - ~ ~ ~ A N ~a~~~ ~ iii ~ ~ ~ ~ es ~ ~ ~ ~ ~
P 0 BOX 309, JAMESTOUAy, NC 11281, BASED ON BOI.~IDARY/TOPOGRAPHIC SURVEY, ~t_ - - - - - - - - - - - - - - - - - - - - - - - - -r ~ - ~ -'i - i JAMESTOU,N CAMPUS, GUILFORD TECHNICAL COMMINrIItt COLLEGE, I (n - - - ~ GLEAN OUT ~luun ~ Go co 31201 OCT
BY MITCHAM < ASSOCIATES, PA., 9919 HKsN POMT ROAD, GREENSBORO, NC 11401, t ~ , ¦ ~ ~ ~ o -x- CHAIN LINK FENGE x
A D 06/0V01, 1 D TE 1 r~rr F ~ ~ s • r ~ , - XX - sPLlr RAIL FENGE - XX -
AND 81JRVEYORS 1 ~ 1. GEOMETRIC DATA FROM SURVEY BY REG ONAL L I ~ ~ ~ ~ sr a : ~ ~ TREE LINE GENERAL CONTRACTOR
h ~
I OGATED IN SPECIAL FLOOD HAZARD AREA PER Fd,RM. 1 v 3. THIS SITE 8 NO1 L 1 ~ ~ COM'1UNItY PANEL 910119 0116 G, EFFECTIVE DATE NOVEMBER 8,~~ ~ f~ n°'~~ SILT 1:ENCE u.~' (t7LD! ;ldL'M
1 THE NEAREST 100 YEAR 1 THE 81TE 18 LOCATED APPROXIMATELY 3, 00 FROM 1 1931 ~ CONG, CURB 1 GUTTER
FLOODUaAY. 1 T ' _ - - - - SLOTTED CURB
1 PROPOSED 4 T PROPERTY IS LOCATED M tHE RANDLEMAN DAM WATERSHED 11118 IV), 1 , HE
t BUILDING ~ ----W---- WATER MAA~ W w ~ 5 ~ N M
1 1 , 71,616 SF • ----T---- TELEPHONE CONDUIT T V d ;w i '1; ~
ING DATA 1 FFE 840.0 ZON ~ 1 I - i I; ~ • G- GAS LINE G L
- ~ t ITEM REQUIRED ACTUAL 2 b wGM~IM ~ I~ ~ ~ 0 vw ' ~ -E - ELECTRICAL CONDUIT E Ip 4- N
1 wee ~ i I ; ~ ~ ~ -
MIN, LOT SIZE 40000 8F 8F I MM, L01 WIDTH 190 ~ t s''' ~ ; ~ ~ ~ RIRE HYDRANT Y' 7 -0 t of ~ l7 ~
MIN, STREET FRONTAGE 100 FT FT 1 ~ n4rr 1r ~ ~ ~ w ~ r ~ 1 ~ D4 GATE vALvE L
MI~I.BETBACKB t P081 INDICATOR YALVE - V e o~
FRONT (SOUTH) 90 FT FT I AR WORTH) 10 FT FT 1 • A RE ~ ~ T Q ~s rHRUS BLOUC 4 L
SIDE (EAST) 90 FT FT 1 r I'10 ~ ~3 . ~ ~ z
GTOO . . . ; . 81DE (WEST) 10 fT ~ 1 ZONED PJ. 1 _ ~ Pe a rv oo't t • 1; o PIPE OOLLARD o 0 0
MAX, BLDG. HGL 40 FT MAX. BLDG. CO'VERACsE ac 1W1-e•vr ~ ~ ~ `~?w, PYMt- C r LIGHT POLE ~ V J = ?ID,nTn, • 3i ~ ~
' PARK?NG SPACES t "C ra e s ese e,? I. Re, ~ ...1 ~ ~ TELEPHOr! OR UTILITY POLE ''G.+ ~
19b 296 TOTAL I HANDICAP SPACES 1 1 t 0 f~
f1 SPACES ARE VAN ACCESSIBLE) ' 1 , K~ u~ w ~ PROPERTY /ROW LIFE I ~
~ ~ ~ w it t Rruu~a e ; i ~ ~ w ~ > ir ( EASEMENT LINE ~ i i I 1 D ~
~ nrnr, I - ~ - ~ - SOIL ASSIFIGATION ~ ~ i ~ CL
ML' , I ~ ~ N 0 I J ~,a, ~~r - - coRPORAtE LIMITS
\ ~ R • , I RNI' RI7~~ RN{~ 1
e ~ . ~ ~ ~ BENCH MARK
~ ~ ~ Q IRON PIN oR PROPERTY coRNER A ~ s ~
Ii ~ ~L~K ~ X ~ ~~T . 1 ~ ~ t; ~ BTONE MARKER OR PROPERTY CORNER 1 fir' ?
~ 8
i \ ~ ~ - - 3ue•41'ww ~ \ ~ ~ Q UB CORPB OF ENGPE:ERB MOI~NIENT ~ I E
i~ \ ~ \ \ ~ ~ 62.30 ? \ \ ~ 9 ` DUILDArG SETBACK LICE - - - - - - -
` N~6'~70TAL) ~ ~ ` ~1~ \ ~ ~ \ ~ ~o. nMC ~ ~ ® CONG, SIDEW4I.K ~ D Im-31-02 GEN. REv,
. ~ 1 f 8U1,4LE A Im-16-m2 GEN, REV, f
r+ e ~ . , 4 I Mk Date Description
~o~ 1 ~ 4 ~ ~ 1 ~d,
. ~ ~ * r' ~ ~y ire q I Revisions , ~ ~ ~ ROCK CHECK DAM
8 ~ ~ rr ~ \ e2;71i; r r~, / f f~ ,'7}IjF ` ~ TEMPORARY DIVERSION DIKE
~ d rrr i;+r ':r;r:; ~ ~ n 1 '~rzj;; / t I ~ ER081ON CONTROL MAT
!?itr i
~i~, \ ~71,ttrr,+ +{•f:.;t ~i,r:t;;t' 1 I CANOPY TREE
\ ~+l:irr j ` ' r+ii•r ~ ;r.rrt:;; , ~ qe, ~ 1 r r;r,•'~r ~t~ 44 ? ~ I
b ~ i ` ~ ~
R ~b~ . b~ ~
A ~ ~ ~,an ~ ~ I Z
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1 GTCO ZONED PJ. ~ ~ ~ ~ ~ ~
~ PD bIPG 001 ' ~ /1,01031-D-1J~ ~ ~ ~ ~ ~ ~ ~a. ~ I W
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~ ;;p ~ Da a 9- -0Z
~ ~ ~ Dwq.By FINELINE Cdd
~ Ck.By A. H111
~.anpulr c,r~i ~
File No. 01-054
i0 !0 i0 no 240 ' Shoot
ENT %MCY* N-818,991.45 FEET r rp ( IN FEET cl no
Li E-1,129,184.131 FEET / IIIC.~1 s ~0 ~t,
EL-836.9& FEET LJ

wry ,qm"~ I ~ ~ ~ ~ 6,11 I ~ I
I ~ ~ SITE DATA ° ro q
I
~Q ~ DIMPSTERPAD, A INE S51 19' 3"E 805.14' 10 ~T, I 1 LE 5E L - - I ~ I, PROPERTY OWNER
m ~ - ~ - - - - - GUILFORD TECHNICAL COMMUNITY coLLEGE I ~ 601 HIGH FONT ROAD W
iD T ~ I ~ ~ P 0 BOX 309, ~
¦ 1 ® ~ ~ I 11181, ~ ~ - I JAMESTOUN,NC u
¦ ¦ _ I~ L . I I HD. PVMT. I i j I I CONTACT DAN SITKO 336-199-8680 p
I 169b1' ~ ~ S,~ ~ I _ I - - I -r 91 ~ • ~ ~ fk - I - - - ~ I ? ~ ~ i 1. DEVELOPER
I 8 ~ ~ 1 ,h I I I I ~ ~t JOHN 8. CLARK CO. B I I ~ I j 9 blb W, FRIENDLY AVE,
1 ~ ~ ~ h n I ~ I I I 1 ~ _ I ~ I I ~ 111-4008 - - _ _ , I ~ GREENSBORO, NC q Sr
1833' ~ _ ~1R ~ g' ~ ;I 9' : 8 ~ ~ -17@:{4 - - - I I ~ CONTACT HENRY MUNN 336-111-4008 y '~0 0 -110:14-- ~ J 'PD Q'
I TER N5' ~ 'p0 )LD) N5 8'55"W 3, REFERENCES
I G,46 ~ Slb1' 116.16' (pLDI ~ v 19.31 ~~Q D$, 3101 PG,11b4
1 1 ~ ' D$. 3184 PG, b38 p~' L B. 31b4 PG. b31 N SI T~
1 D NIG \ ~ D$, 9119 PG, 1481 ppINT ARCHITECTURE
4;4 A. , 1 ~ ~ P$.101 PG, 001
I 14' 14' ~ 19' 19' ~ 14' I ; 1 i ~ ~ 4, ADDRESS I\
1 I ~ 1 18 _ VICINITY MAP ENGINEERING 16 A NIGH FONT ROAD
I 14 IS ~ JAMESTOLLN TOIUdSHIP, GUILFORD COINTY
' 16 I l1 ~ I 8.33 ~ ~ , I ~ JAME810U~N, NORTH CAROLNA NORM PLANNING
~ n ~ ~ I 1 r 4. r ~ , ~ 5, TAX MAP DATA L END E
I `^13,33' I ~ ~ I - - 36-6 -9 -10 EXISTING NEW ~ ACL1031B9 , INTERIOR DESIGN I
~ 1 H/C 81GN3 ~ . I ~ n \ ~ I ~ 6, ZONING DISTRICT 4801-C Koper Boulevord
YAN ACGE86ABLE ~ it ~ ..,n, we aI~N _ au ~ , I ' m i u BUILDMG u I ~ PI- PUBLIC NSTIIUTION Greensboro, N.C.2T40T
1 ~ a , N ~ BITUMMOUB PAVMG n • 18-8282 1, PROPOSED USE YMCA Taleph0 a 336 2
~ - _ coNC. SLAB OR PAVMG Focaimfle 336.218-8010 ~ 0
I 9' : 10' r r 'Q ,_v i ~ 3 j,7 8, TOTAL ACREAGE =150,11 ACRES
1 ~ 114b1 M IS ~,r ;ICS 'I ' ~ IMPERVIOUS SURFACE AT 11U200 = 61,08 ACRES - - - -100 - - - - CONTOUR ELEVATION ---f ~ - PR NAL OF RECORDt UNDEVELOPED LAND 8309 ACRES OFE$$10
1 r ~ 9033' . ~ I 1 in r I 50% IMPERVIOUS SURFACE ALLOWANCE = 415b ACRES ~ 100,0 SPOT ELEVATION ' f1000 L. ALLAN WLL. P.E.
I ~ ~ b ~ ~ ~ ' ~ QI IMPERVIOUS SURFACE ADDED SINCE VI100 • 1,89 ACRES f3,48%) = S f 5,05%) =8" BD = STORM DRAM LME - LSD - ~ PROPOSED YMCA 410 ACRE
1 n , 50 / ,I , i • ~ 4' p 14' I ' ~ II ;J ~ I = 1~9 ACRES 1853%) ~d`,su?inipo®~~ I~ TOTAL BUILT UPON ~ STORM DRAM MLET • CAR® b~
199.61' n i" ~ ~ I ; 1 _I ~ ~ ~ DISTURBED AREA • 110 ACRES f4,19%) e~0~ ~f
I 11 ~ I CC I J - - ~ I . ~ rl =14191 ACRES 1951Hi) ~ ~ $ ~'ti~ UNDISTURBED AREA STORM DRAM MANHOLE F . ~ S . 9 , I , ' _ +
D P.I. ~ ~ ~ , ~ d ~ 'p 9b r /e, I NOTES +~ADlwu-L DR ENDwaL1 r M
141 ~ ~ 8. PG 001 1 iu ~ ,p ,r I 1-8-936 1 1~ iv - ~ ~ • I . - - - IT R LME 88 ~ - 8AN ARY sEU,E w 9 `
Q. • ~ ~ HD. PvMT, ,I ~t H.D. PVMT. I WC SKaN ~ ~ ~ M 16' 16' n 1' fib, I , < I, TOPOGR4PHIC DATA PROVIDED BY GUILFORD TECF1tJIGAL COMMUNITY COLLEGE, ~ X309 JAMESTOWN, NC 11181, BASED ON BOUNDARY/TOPOGRAPHIG SURVEY, - _ 4°~' ~ P 0 BO SANITARY MANHOLE --0-- . ~Cr NE~., ,
1 0 .;I. ~ ~ I JAMESTOWN CAMPUS, GUILFORD TECF~IICAL COMMLMIITY COLLEGE, ~ ~i~
1 ~ 1' Rg I R`~ Ry ~ I ~ BY MIICHAM t ASSOCIATES, PAN 5915 HKaH POINT ROAD, GREENSBORO, NC 11401, _ - - -o GLEAN OUT ~ 4 t~~ ` ~ ~?,?~~"~„N` ~T 312002
I 0 Rg1 ~ ' ~ 14' 14' 19' t9' 14' I i w DATED 06/OU01, i _ -X- GRAM LINK FENCE -X-
I I . ~ ~ 19' 30' 19' 19' ~ I ~ d 2, GEOMETRIC DATA FROM SURVEY BY REGIONAL. LAND SURVEYORS \ } - XX - SPLIT RAIL FENCE - XX -
y ~ ~ ~ ~ I ~ ~ 3, THIS 81TE IS NOT LOCATED N SPECIAL fL00D HAL4RD AREA PER F.I,RM. ,~„r,,,~„ TREE LINE ,~,,ww,,,n GENERAL CONTRACTOR
~ ~ RETAINING 11 1 ~ I I I ~i---~- ~ ~ I I ~ COP1'1INITY PANEL 310113 0116 C, EFFECTIVE DATE NOVEMBER 19,1988.
I I THE SITE IS LOCATED APPROXIMATELY 3,100' FROM THE NEAREST 100 YEAR SILT FENCE -~----~--"0
~ in ~ ; R I ' 10 11 I 12 ~ 1 ~ ~ R616, 694 - IW ~ II ~ FLOODUTAY, ~ I , GONG, CURB tGUTTER
-I i~ ~ wET1 ~ 'R161' Qrl 4 T RTY IS LOCATED M THE RANDLEMAN DAM WATERSHED IUJS IV), ~ I ~ HE PROPS _ _ _ _ _ BLOTTED CURB
~ M1 ~j i' ` R I ~ R814' R876' 8938' h
3' M ~ ~ ~~I~ ~ i ~ ----W---- W4TER MAM W n 0 X00 ZONING DATA
' ~ 8T ~ ~ I z , SAM ~ 'P I ~ IT T V ~ T TELEPFIONE CONDU
.1 ? \ x I Ra ~ I v ~ ~ IfEhl REQUIRED ACTUAL ~
~ 1 - ~~acK \ n k~ I I , 1 3 G---- GAS LINE G ~ 9 ~ OT 81ZE 40000 SF SF - ~ 0 61 MM, L ELEC CONDUIT C 4- N
~ ~a. , I b ~ I 1 tim I h~1 R°rf0 _ E TRICAL ~0 = ~ I 9 MM, LOT WIDTH 160 FT 0
i~ MM, STREET FRONTAGE 100 FT FT ~ FIRE HYDRANT Y ~ ~l7 0
- \ e I MM.SETDACKS ~ ~ FRONT SOOUTH) 60 FT FT D4 GATE VALVE ~ ~
` I ~y1 Ill ,i _ ~ 7 9 F. ~ REAR (NORTH) 10 FT FT ~ 9-
. ~ 61,30' ~ ~ ~ ~ g I ~ I t) 60 F1 FT POET MDICATOR VALVE e O S ~ 8 DE f EAS I ? SIDE f WEST) 10 FT FT
5.00 fTOT,gL) ~ I LD. PVhtt. 9 ~ ~ ~ THRUST BLOCK Q L I I ~ MAX, BLDG, HGT. 40 FT ~ 3
~ MAX, BLDG. COVERAGE o P1~ ~qqp o 0 0 ~ z
'T ~ 14 I PARKING SPACES ,,nn - ~ T TAL 156 256 LKiHT POLE ~ V! _ o ~ ~
HANDICAP SPACES 1 1 3
3 ~ ~ ~ Q' ',i ` I 30,0, ` ? ` ? I l1 SPACES ARE VAN ACCESSIBLE) ~ TELEPFIOt~E OR UTILITY POLE `'0,+ 0
I - - - - PROPERTY / IEOW LNrC 0 I ~ Q1
_ ~r. EASEMENT LME ~
- ? - SOIL CLAS8IFICAfION ~
~ ~ N • ~ ~Q
X84 ~ s3 n I I ~ ~ - . • - CORrORATE LIMITS
~ ~ ~ ~ I 3 r I = ~ OCNCH MARK
e3 ~f~ I r ~ • IRON PM OR CORNER ~ ~ ~ ~ PROPERTI'
~ I
'~Y ~l ~ aSU •'J` ~ a I I.7 STONE MARKER OR PROPERTY CORNER I ~
~ Y;•,;;1r, . ~ ~ ~ ~ ~ 1' U8 CORPS OF ENGMEERB hIONUMEI~IT
BUILDMG SETBACK LME
~ ~q R,. 9~ w~ ~ . ~ I ® GONG, SIDEWALK ~ B 10-31-01 GEN, REV,
s ~ \ ~ SWALE A 10.1/-01 4EN, RCV,
Q m ,'~;;;~j PROTECTION ~ I t ~ ~aN ~aS~ MATTMG ~ ` ~ Mk Dote Description I
~ 9 ~ ~ I RocK Day Revisions
~ ~ ~ I m ~ ~ ~ I TEMPORARY DIYERBICN DIKE
GTGG ~ ~ ZONED P.I, ~ ~ ~ ~ ~ 3 ~ ER0810N CONTROL MAT
P6 101 Pis 001 ~ I ~ \ ry~ ~ ~ CANOPY TREE
ALG 1031-8-936 ~~1~ ~ ~ r
3 6,~~ ~ ~ ~ I~ 3_ . N~
e, \ \ 1 ~ ~ ~ I ~ op~0 9ro~
~ 1 ~ \ I'n N ~ v
~ 1 ~ ~
~ \ I \ ~ ~ ~ ~ I \ ~ ~
~ 1 ~ ~ ~ ~ I
~ V ~ . ~ ~ Z ~ 1 ~7
\ \ ~ ~ ~ ~ ~ ~ ~
~S ~ ~ AN APING DATA L DSC a
PLIWTMG AVG. CANOPY TREE UNDERSTORY SHRUB LY
~ 3. m ~ 3 • , AREA TYPE UNDTH RATE TREE RATE RATE
~ 8' 1/100' nn00' EAST STREETYARD y
~ a. 9 N ~ \ ^m 9 SOUTH STREETI'ARD 8' 1/100' nom'
J ~ v mz-° ,~r ~s,, ago U m Z ~ WEST TYPED 5' 1/~0' ISA00' U~; NORTH TYPED 5' 100' '
~ ~ a . ~ ~ PARKNG PARKNG LOT NIA VI1 SPACES
~ ! \ 1 !f
~ 1 ~ THIS IS A CONCEPTUAL LANDSCAPE PLAN,
a .s 19 Of PI CANOPY TREES MUST BE A MMIMUM OF EK~IT FEET HIGH AND TWO INCHES M CALIPER 1'~ASUIFEO SIX INCHES ABOVE END
~ GRADE WHEN PLANTED.
o ~ T HK~N AND ONE MCH N CALIPER MEASURED SIX NCHES ABOVE UNDER6TORY TREES MUST BE A MINIMUM OF FOUR FEE
J ~ GRADE WHEN PLANTED,
~ •a3 '43 ALL APPROVED SHRUE?8 SHALL BE INSTALLED AT A MMII~M SIZE OF 18 NCI~S, SPREAD OR HEK~HT WHEN PLANTED,
~ ~ ~ ~„w L ~
~ ~ ~ ~ ~w ~ I ITS 1NE PLANT TYPES AND LOCATIONS) WITHM 90 ~2' ~ TFE APPLICANT MUST SUBMIT A DETAILED LAI~SCAPE PLAN f WH CH DEP C
~ ~ ~ DAYS FROM TIC ISbU,4NCE OF THE BUILDNG PERMIT FOR REVIEW BY THE PLANING DEPARTI'~NT, THE LANDSCAPE PLAN ~ ~ I ARTMENT PRIOR TO RECEIVING AN INSPECTION FOR THE CERTIFICATE OF Dote 9- -0? MUST BE APPROVED BY THE F'LANI NG DEP
n w OCCtPANCY, Dwq.By FINELINE Ced
~ ~ ~
M ~ , ~ ~ ~ ~ ~ ~ Ck.By A. H I II
~ cst~rHic, vc.N~c F11e No. 01-054
i ie a w Y ee
Sheet
( M FEET A
r I H'ICh s 40 Ft.

~ ~ L ~ - 1 - HYDRANT ~ /8wX8"X6" , E l $I I , I I ' , 1
/ - - II:`- ~ b CsATE VALVE' 1 8 w REDUCER ' l 1 1 t'' i-i -r---'~'~~ y.\ -(842)- -1PLvA_L_vE BOK ? / ~bm~ 1 I ' 1 y ~ ~ I (840) - _ 6' I 1 I ' ? I I TELE RVICE
1 I I •I, ~ \ '~~.~-ter--- / 6 I I I 1 ~ i ' ~
---c828) ~ ---T--- ' ~ ~ 1 1 w ~ - ` ~ 6 PVC ~ 6.50x ~ . . UE ELED SERVE S~ TE DATA r v ~ I
I f 1826) 1 1 1 ~ -(838) - N - ~ - uE I GAB Rv PROPERTY OWNER
1 / I I ~ . +Gt9- CO 831, T ? - ? 6 ~ I GUILFORp TECI-LAICAL C01"N'1UNITY COLLEGE
~ ' ~ .:.-•1838 'Z`O . ~ ~ 1 ~ ~ ~ / •'I 81 ,8~'f ..:8~3,i~!' 821,60 ~ , I I ? I ? ` 11 .I' ~ I~ , r (83914) ~ Q r ' , 1 1 ~ ~ ` 8 ~ 601 HKsH POINT ROAD I ` ,1 ` P O BOX 309, W
y 1., 1 :I l u 3 --(838) q 1 ill ~ ~ ~ - ~ Su T 'ING EEVE 0 ?I I I JAMESTOLLN, NC 21282, W I I ( AND AI;VE V
/ : 1 I -.1 ~ I . ~ 1 ~ 1 11 i i 1 ;1 83 ) ? 11 - N~ I I I I _ - ~ III ( CONTACT DAN BITKO 336 299 8680 43'9) I ' I
/ 1 11 1~ I I I; I 839.98) ( 1 ? 1~4J~'3) I~ I I l i 1 ) ~ 1 I 1 -I I 1 I l r 1839,98 I I _ a i ~ , ~ ~ I ~ ~ U I , I N I 1. DEVELOPER
I I; I 1 ~ 1 I •I 12w PVC POOL N ' ~ 1 ? I i I I I~' I I;I I ~ ? 1 1 ~'I r N, 1 , ~ DRAIN 1,0lr. 1 1 I I I r I~ , I I I ~ JOHN 8. CLARK CO. I II I (
4 y 11' 1 ~ I I I ~ !839.98 ~ < 11 I 'I ~ 1 I I ~J I III I I ~ 516 W. FRIENDLY AVE. • _ a ~ I I GREENSBORO, NC 211-4008 n
I M 1 I I I ( (839.5) ? _ 1 I ~ I I l t l , 1 1 1 METER POOL DRAIN L,. t _11 T .I , I I ~ - - 1 _.K. I CONTACT HENRY MILAN 396 211 4008 S ~V -1 r V r I
1 1 1 1 1 I I I I ~ MANHOLE ~ ~ I I / 1 1 1 1 ',I I I \ 16.16 IOI~D) ~ 1 1 51 1 1 ~1 1 ;1 11 INV, 836 I I I ~ 51'18'55"W I } o/ I I I ~ 't I ~ V 3. REFERENCES app
I l r l ~1 I I !BEE PLUMB.) 18393) 1 ~ 1 1 1 1 'a I I (839.98 I 11 ~ j) ~ ~ I 1 ~ .9101 R IIi , X9.31 " D$ PG. 1254 ~
l l r, 1 I I I \ 3" DOMESTIC TAP ~ 1 I 1 1 1 I ~1 ^ ~ 1 I I I 1 1 1 I I I I I I I I Db• 9184 PCs, 538 ~ I I I 1 ~ I I ~ SZ''
I I I I I ~I ~ I 3 COPPER tUATER LINE I I I I n11 I I '.I I p 1 1 " ~ I 1 ll 1 1 1 , I D8, 3154 PCs. 532 D , n i I I I ~ D$. 3119 PG. 1481 NIGH S~ r~
w I ? II 1 1 I • I X 1 1 1 1 I. l l I '2, I/2 UJATER METER l l I I I I I• I I ~ \ 1 I 1 ll 1 11 ~ I ? ii I I , 1I I; PD. 101 PG, 001
1 ~ I I 1 I IN~METER BOX I IIII 1 1 1 I I ~ ' w 1 I I 1 1 1 1 t, 1 ~ 2 I/2• RPZ BACICP OW ~ 1 I 1 ~ I I'1 \ L I 1111 1 1 1 PQINr A R H I T II C ECTURE , n?I i 4 ,III I ~ . ADDRE88
I I I', I I ',I I PREVENTOR I I I I 1 1 1 I', I I l I 1 ~ , IIII , < 1 HK~FI PoNT ROAD I\
w" ~ ~ ,,71 1 ~ 1 II l I 1 6 1 1 1 1• I I r, 1 ~ 838,8) I 1 1 a ' I 11' 1 I 1',1 ` ~ I 11 I JAMEBTOLLN TOLLNSHIP,GUILFORp COUNTY VICINITY MAP E N G I N E E R I N G „ aI 1 '
I ? 1 1 1 1 ~ ~ 1 1 1 1 I I• I' 18398) 1 ~ I I II ~ I~ 4 . ~ ,1 f ~ I~ 1 1 1 1 i. ? I '1 1 1 1 ~ I I I I N I I JAM~810LLN, NORTH CAROLNA ,III ..I , North
1 1 I I 1' I I ,III I ~ 5. TA~(;MAP DATA L A N N I N G J'I I ' ' I ACL;1®31-8-936-b -1 - -
1, ' r) I I I 1 I 1 I f~~, \ Jl~_il I III I . r, 1 (83 98J 1 i. I I E ,9 m D I, I ~ ~ I EXISTING NEW
t 1 1 1 1 I', I I I ~ \ -'CJ 1 I ^ ~rl` 1 I' I I Y 1 .I I I \ l ,L. r ' ' I INTERIOR DESIGN ~r~ ~ I b. I I ~ ZONING D BTR CT
. , , ; 1 HYDRANT ~i ~ ~ - ( ~ 1 I ~ 1819) I I { 1 '1 I I \ A 1 1 1 b GATE VALVE I i •,i i ~ I I PI+ PUBLIC NBTITUTION LJ m U BUILDING U 480T-C Ko er Boulevard
I I I I ~ ~ 11 I I'l ~ 11,D I'• I p? ~ ~ \ M VALVE BOX ? ~ l i I I I I I ',I I 1 1 1 I I u 9 I '1 I ~ I
/ 111 - , 11 ~ I \ - ~ r H ~ l i I I I I I I•,~ ~ III I 1. PROP08ED USE YMCA BITUMNOI,IB PAVNG Greensboro N.C. 27407 ~ * ~1~. ' Tale ne 336.21 3 pho 8-8282
i -,p ' ~ ~ VIII', ~ • 1 I 1 I I 1 , I \ f 83998) ~ ' ~ ' ) f 839,98ry.. ~ I 1 1 I'. III, ~ 8, TOTrAL ACREAGE = 15P1,11 ACRES CONC, SLAB OR PAYING 1. I ~ I Focalm0e 336.218-
1 ~ 1 1 I I I I 'I (839,98 1 ~ ? P I I , , r III' Lr I' (p I I 1 I 1 1 1' . ? ~ 1{ I I'.1 I I 1 I I 1 I I 1 ~ I RVIOUB SU AC AT 11111 SOI O I ~ • ' hIPE RF E 00 618 ACRES - - - - CONTOUR ELEVATION --1100 - I I I I I UNDEVELOPED LAND = 83m9 ACRES
~ ( ? ~ ,1 I'~ I 1 1 I 1 1 1 1 3$~~SJ I 111 1 I I I I', 1 A l I I ~ _ ~ ~ I I 50~ IMPERVIOUS SUFIFACE ALLOWANCE = 41b5 ACRES - - - - - - - - - PROFESSIONAL OF RECORD, III i I IMPERVIOUS SURFACE ADD 8 ' I®~°~ sl°oT ELEVATION " 11000
? ? c4 •1 1 I , ',(8398) ~ 83833 I I I l 1• r" t r i I `,I I I 'J I I \I I I 1 I I ' I O W / I 1 1 I, I Ill ~ I III ~ ED LACE VI100 299 ACRES f9.4~1 L. ALLAN HILL P I I~ " .E. ~ III ~ I PRf~I'08ED YMCA 420 ACRES 155%) =8" 80= STORM DR4M LUE -8- $p-- ~ItMlnlal
0 ~ 1 1 1 1 1 J• I I I I I I 1 ' III TG7AL BUILT UPON = 1.09 ACRES 1893%) o~~ I III II ~
.1111. ~ \ I, > ~ ~ 1 ? I li 1 1 I ` I I ~ DI&TURBED = 1 ~ SN CARD I AREA .20 ACRES 14,19%) STORM DRAM MLET ~ ~ 11 I I I I I I = a O =a.••=._•. •I ~s
1 ? ~ 1 I I I 1 ~ , ~ - 1 I I I PG 001 b '1 ? • • . , ~ !8383) I UNDISTURBED AREA 142 1 r ~ I , , , .9 ACRES (9521%) d EESSI '..9 ti
1-6-936. ~ ~ ~ , I ~ . ~ 14 ' I ` 1 l 1 I l ~ ~ ~ ~ ~ ~ . - \ 1 lf~ (839.8) I I I I I 1 1 1 1 1 I I I STORM DRAIN MANHOLE ; r Q I I I III : ~ ,NOTES
~ ----(838)•---~.+.....•..zr-- ~ ~lll .1 „ ` --------(836)•------ L i-I 0 ~11j1 ' I ' ' ' ~ I I 14=ADWALL oR ENDWALL
~ . . - `b ~ `,(8 i'I I All 1 ~,~`---ti!•t816 - ------1834)'----------- I (8 "'I l ( ~ . ~ 38.12) !83 K 1 I ' ~ < o' w ~•1. TOPOGR41°HIC DATA - - ~ I I ~ 0 I PROVIDED BY GUILFORD TECHNICAL COMMUNI?Y -SS - SANITARY SEWS r u I COLLEGE, R LNE 88
I I i P O BOX 909, JAMEBTOLLN, NC 21282, BASED ON BOUNDARYR IC '•:~N/~ I I, I I I OPOGR,dpla SURVEY, - _ V I N E~;.• I I J,M'EBT01W CAl'1RJ8 GUI I S SANITARY . ~ • IIII I LFORD TEG-Md GAL corrarllTl' coLLbGE ~ MANHOLE ~ ~
' y ` ( \ ~ I 1111 (812 ~ , ..:.....t- 8? \ ? 1/ - ~ ;i ~ 1 I I I t ..i _ -------------1818)--~~ 0J ~ ~ :,(838,4) (838.9 I 1 I I I 1 I I I , : I. ~ !51' MITCHAM / A880GIATEB, PA., 5915 HIGH FONT ROAD ~ q<< l~~~~ ~`s~ I ,GREENSBORO, NC 214m1 _ - A N ~
~•Y .6J . I I I ? - W DATED 06/OV01, CLEAN OUT Innat~``~ I I I : I ~ I II ~ a~T ~ 20~
BAN. MN'n• r `•e~ "I III I 'i \ ~ . III I / ~ TOP 815,0 • • . , ? ~ ^ 1 - 1 I I I I I , I , •Q 2, GEQMETRIC DATA FROM SURVEY BY REGIONAL LAND SURVEY -X- CRAM LNK FENCE -X- 1I I I ~ I > ORS
t \ 1~•1 . 11 I \ ~ OUT 805,13 ? 1 I ~'-'`C • r~'r~ ~ a. 8.O . ~ . I 1 I 1 . I I I I _ I I , ~ - XX SPLIT RAIL FENCE - XX - I ' I I I 3, THIS;SITE IS NOT LOCATED IN SPECIAL
I I FLOOD HAZARD AREA PER FdRM, III I I , ~ I C01'S"~INITY PANEL 310113 0116 C, EFFECTIVE DATE NOVB"bER 19,1988. TREE LINE ~ GENERAL CONTRACTOR
320 LP bw PVC \ \ ?,J 1 1 \ '4 I III I III THE SITE IS LOCATED APPROXIMATELY 3,100' FROM THE NEAREST 100 YEAR
MIII I 1~ 1 1 1 ) I FLOODWAY, 8 LT FENCE ~--o-~ 1 I I ,
,.~y . ~ 1 , - I..., 1~ 1 I I I aD I CONC. CURB t Gu I 4, 71•E PROPERTY IS LOCATED M THE RANDLEMAN DAM UWTEIP~-IEp IUIS (V). ~R , I I I
II II~1 I T M III \I ~ - - - BLOTTED CURB
~~p - ? 'll I I 'll III` ~ I>1 I I , I , ----W---- WATER MAN W ~
11', I 1 , I I I I 1 1 1 1 O
, / ? J~ ..,•I I 1 111 I I '.I I l i I ----T---- TELEPHONE CONDUIT T U I I 'I I I
~ . ~ ~ ?,3g _ 38? ~ , I I 9 • G---- GAB LIrE G I YI ~1 L
/ 'j .~~.i' ` t•',f 1(1 ~ (83QJ,6~ ` ( 36 ~ 1 1 I P,1 1 I I',1 ~ ~ I I •I I' I ----E---_ ELECTRICAL CONDUIT
...r. ~ ~ I ~ ? . 1 ii' I.. 13 1 1 I I I I I I r, I E '4 I ~ ~ . ~ III ` 1 -
I i , , . I I ~ FIRE HYDRANT Y 0 ~ - ,111 III: ~ 1
, ~ 1 1 ~ ~ II ' ~ ~ 62,30 ` ? ~ r ~ ~ M I I I C I i i 1 1 I; D4 ~ ~ 0 1 , I ( GATE VALVE N a I I I I:
rror ~ ~ 1 f l', f: /l I 1 1 I', ~ ~ Q I P~oBr INDICATOR v I I / ALvE - 1 I ?',1 I 1 u
\ O J ? I 8 os I III'+I I 1 1 1 1 I THRUST 0
I 1 BLOac IL 1 1 1 , , 1 a ~
I o ~ 4 1 I 1 PIPE o r~ I 1 BOLLARD Q ~ I I I I ,I. Ol
• \ 398 ~ ~ ;b1.F . ` 1 1 1•. ' I I 1 1 , , I ~ LIGHT POLE "0 .I I
II ~I , I. I ~ I I, 1 `0~ TELEPHONE OR UTILITY POLE ''0.? 3
• ~ ~ 4, ~ ? ~;I~;~r; \ (83~ ~ I 1 ~ .~',l i 1 j 1 I' I 1 I'• I 1 •I 1 1 ,
\ ~ \ ;t\. ? ;7 9 1111, 1 i• 1 I ^ , - - - - PROPERTY /ROW LAIE / 1 I a 1 1 I 1
- ? ~ III 1 , ~ ~ I I' ~ ~ 1 1 1 I I 1 EASB'ENT LME ~ •11 ~
~I 11 FI ~ .I 1 1 I ~ ? BOIL cLA881FICATION 1'1 ~ 1 7
~1,?I 1 I 1, 1 I 1 coRPOItAtE LIMITS
1 N I ~I1 I
1 1 I 1 p 1 1, ~ ~ BENCH MARK 1 ~
X11 . ~ I .1 ~ •N 1 III I @ • I Q IRON PN OR PROPERTY CORNER III I ' " ~ 'N 1
' ~ I a I STONE MARKER OR PROPERTY CORER
IIi I ,
/ \ •~ti she rr ~ ~ ' I , 1 I I ~ ue CORPS aF ENGA~EERB MONUMENT I 1 I II I .
\ \ ~ . ,I 111 I I BUILDNG BETBAt,K LNE
/ \ ~ 1 ? ~ ~ III ~I I / I ® coNC 81DEWALK B 10-31.02 GEN, ~Y, I
/ \ ? 3 PERM, SLOPE ~ ~ 1'•11 1 1 ~ ti v y as PRsoTE ON ~ ~ ! r 1 1/ I ~ ~ I . ~ 1 I BWALE A 10-Ib-m2 GEN, REV,
\ M ge J9 MATTING ? , ~ ~ ' •I , li
~ 'r , ~ ~ RIPRAP Mk Dote Description I , I•.
\ 1 ',I r'. ~ . 1 , 1 Roar CHEpc DAM Revisions I
GTCC ~ ~ ~ ~ ZONED P.I. ~ ~ ~ ~ , I , 'TEMPORARY DIVERSION DIKE
PB 101 PG 0(D1 \ ~ 1. ~ \ ` ~ ~ '•I \ I ~ ~ , ~ ~ ~ ,
ALC 1031-8-936 \ ~ ) ti ` \ ~ I EROSION CONTROL MAT ® Z
~ ~ I I ~r? CANOPY TREE , F II ,
~ ~ . ~ , ~ I , ~v ~ ~ - 3• I
~ ~ , ~ ~ 1 I ~ 4 ' a1 ~I F
I ~ ~ , ro I in ~ ~ I ~ d'I
, ~ ~ I II ~ ~ I UTILITY N T 0 ES
\ \ \ ~ ~ c I ~ ~ ~ , I O ~ I
~ . ~ ~ I I , I ~ I ~ : L EX S1MG UTILITIES BE1011~! ARE FOR REFERENCE ONLY, I CoNTRACroR SHALL VERIFY WITH
\ ` ~ , I UTILITY COMPANEB THE EXACT LocATI 81 . V ~ ~ ON, ZE, AND DEPTH OF UNDERGROUND U11LIT1' LNEB,
\ m- ~ \ ~ II W ~ I W I 2, ALL UTILITY S ~ I try TIlUICTURES IMANHOLEB, POWER POLES, ETC,) VISIBLE AT THE GROUND C' I'~
\ \ ~ , I ~ ' SURFACE WERE WELD LOCATED. TFERE MAY BE OTHER I I UNDERGROUND UTILITIES ON THIS
I \ ~ r . ~ , SITE WHICH ARE Nor BHOLLN Q I ~ oN THE PLANE. ~ 1 , 1 oC
. , ' I . \ Z I 3, SEE PLUMBING ORAWNGS FOR CONNECTIONS TO BUILDNG SERVICES, ~
I r~ ~ I a
1 ~ / \ \ r1 r I I 4. ELECTRICAL, TELEPHONE LIMB ~ ,AND GAS LINES SFIOIW FOR CD-ORDNATION ONLY, SEE ELECTRICAL PLANE FOR SITE LIGHTING, TELEPHONE AND n I POWER LOCATIONS, SEE
~ ~m ~ 9 n I ~ / \ 61 / >r• 9 ~ MECHANICAL PLANE FOR GAS SERVICE 0 W CONNECTIONS AND GAS METERS. I
i = 1 ~ ,a~0 I 5. ALL w,ATER LNE CROSSINGS aF SANITARY oR STORM
.I L ~ ~ ~ i I I SELLERS SHALL PROVIDE A CJ MNIMUM VERTICAL SEP TI . y ~ ' I ARA ON OF IS .
" ~ l~ I Z I
~ ~s 11 I • ~ i. SITE UTILITY CONTRAICT ~ ~ W I oR woRK SHALL TERMINATE AT 5 FROM THE BuILDNG. ~I . 'R ~ 1'1 H
I , NO ~ 1, CONTRACTOR BNALL NCLUDE M HI8 BID THE C08T FOR WATER N8PECT ION, SEDER TAP Q
I ~ . o ~ 1 ~ , a FEES. WATER AND SEVER INSPECTION FEES, WATER METER CAPACITY U8E FEES, • fJ CONdECTION COSTS, AND BONDNG l IF REQUIRED)„
I . \ f~ ~ f I I ~ C7
I ~ , , 8. SEPARATION - NBTALL WATER MAMB A ~ ~ T LEAST 10 FEET LATERALLY FROM EXISTNG OR ,4 PI90P08ED SEDERS, UNLE88 CONDITIONS PREVENT A 10-FOOT ~
. , , \ / / ~ a 3 ~ FOOT SEPARATION, WHERE A 10- C LATERAL SEPARATION 18 NOT PROVIDED, THE WATER MAN SHALL BE LAID IN A
I ~ ~ ~ , \ 4~'~j ~ ~ SEPARATE TRENCH OR N THE SAME TRENCH AS THE SEWER ON A BENCH OF ~
, I ~ o/ 1 \ ~ ~ ~ ~ i2' ~ ~ UNDISTURBED EARTH WITH A MMIhIIM VERTICAL SEPARATION OF IS NCHES FROM T ~ ~ HE TOP
. , ~ ~ / I \ .tip OF THE BEUER TO TIC BOTTOM OF THE U14T MA ~ / ER M,
i ~ ~ 1 ~ / ~ ~ Date i 9, UITILITY OUI~ERS ON THE SITE ARE A8 FOLLOUIB WATER -CITY aF GREENSBORO, SEWER 9- -0Z
I ~ I ,G I TOUN OF JAMEBTOWy ELECTRICAL -DUKE POLLER TELEPI-IONS -BELL 8011TH, NATURAL ti GA8 -PIEDMONT NAT1~4L GAB, wq.By FINELINE Cdd
I
Ck.By Q Hill
GRAPHIC SCALE
tl ,0 10 40 m Sheet
~y \ f IN FEET Cl I
I inch - 40 ft.
KI%N File No. 01.054

_ ~.L....~.~.~... _ I i LEARMG ~ ~ '
1.• ` ~ - (841) - 1 / ~ •12 1 I IMITS I ,
y / - - \ i 1840) jS - - - - - - - - - - . ~ ' N 66 1 ' ~ ' 1 ~ ~l 1 ( I ~ ~ ~ I ~~TE DATA o
1 ~ - . / 1 I •1 1 1 / c MG l II I ~ - ~I~ ~ 1- ,
. 1 _ LEASE LIN - _ - - ~ 1" 82 ~ 1 I I I -l~) - - - ' ' - . ~ I PROPERTY ou~R "+0, ;.r- ~ ~ I GUILFORD TECHNICAL COMMUNITY COLLEGE
` I
1 / ~ I I 1 I ~ 18 •1838).. T ? I 1 1 / 1 1 '•1 1 1 .f p~(~~~~~ : f839~) 1 I i 1 1 I ~ ~ ~?1 I 601 HK,H POINT ROAD ~ ` ~ P O BOX 309, 0
it Iii 1/ V ,'iJ I I ,1 I I .1838) ' Q 1 1 ~ 1 ~i' JAMEST NC 21282, W a~ II
y , f ~ A I I 1 1/ 1 I / ~ I 1 ~ ~ . ~ ~ I I iii , ) RU41LE NOt, 3 1 184525) I ~ 1 I ~ I CONTACT DAN SITKO 336 299 8680 18451$) 1, 4 I ~
~ I I 1 1 1 1 1 I; 839,99) . SEE SCHED. C23 1 1 I 1 1 ~ i , , I N I 1. DEVELOPER I 1 ~ I~
1 , u ^ I I I' I I 1 ~i 1839.98) I . ? 1 ^ L' u 1 ;1 ~ 12 PVC POOL N I 1 wui 1 I 1: 1 ~i cq 1 1 1 I 1,• u ~ 1 1; 1 1 1 1 ~i 1 DRAIN ~ 1,O7r 1 ; , , ~ ~ JOHN 8. CLARK CO. I I I • , •,I , I 516 W. FRIENDLY AVE.
1' u 1 I' I I ~ ~ J1 ~ 1 '.I I I,'I I I 1; I I (839,98 1 1 I II ~ , ~ I G~ENSBOFdO, NC 211-4008
1; I 1 1839,5) 1 I I L' I ~ ( ~ 1 1 I I 1 I I', 1 I , I 1 1 1 1 I~ I I 'GAS ME R POOL DRAIN I I I 1 , I ~ sr ~ I I CONTACT HE1~1' rlurM 336-211-4008 ~ f, II , ~
II 1 ~ N ri 1 1 1 1 I.1 1 I MANHOLE 16. (0 DJ I I I 1 1 1 1 'I 1 \ II I J 51'1 '55"W I I L9 (O1~D1 ' 1 1 ~ 3. REFERENCES
emu,, 1 1, INY, 836m , 11 .I I , 1 1 , lBEE PLUMB.) (839.98 (8393) I I 1 u ` I I I I 1'~1 1 I ~ DER i I 1 , 19,31 ~ DJs. 3101 P~a,12$4
u I r l 1 I 111 1 u 11 I; 1 '.I 1 I \ \ I v I I I 1~ I I I I D9.3184 PG. 538 ,11 1 . II 9 ~ , 1 ~ D9.3154 PG. 532 ~,N S>l T~
u I I 1 1 1 I ' A l l 1 v 1 , I u I I I•I I I ~ I I I II I ~ ~ n , ( I ( , D9.3119 PG. 1481
u ~ ~ I 1 U I I 1•' I I I I t F l 1 I III I ~ , ~ I; PD. 101 PG. 001 POINT ARCHITECTURE ~ "11 ' I I
'•1 I v ~I I t'I I I',I I \ 1 u N j I IIII u 'I I I 1 1' I ~ ~ I t l 1 I,' u 0 I I I I I ',1 \ AU~4LE . ~ I I III I ii l l i II I 4, ApDIMN
I , 1 c I 1 L ~ ~ 1 1 I ~,I \ III I I HIG~! I°OMr ROAD VICINITY MAP E N G I N E E R I N G
1, u I I I' I I J 1 ~ , III I I u I I I 1 , W 1 ;"I ~ 1 1 I'. I i i :18388) 1 I 11 ~ ~ ~ ~ ~ ~ JAMESTOU~N TOUAJSHIP, GUILFORD COUNTY • I 1 , , wl I ~ ~ J STOU~TI, NORTH CAROLINA
U I I 1 \ 1839.08) 1 I I I I 1 1 I• ` I I I 1 u I 1 1 ~ I I , u~ I I I I 1' 4 = \ ~ I 1 1 1 I N ~ I North II ,,I I PLANNING
r 1 I : u I' 1 1 1 1 I I I ~ \ I 1 I•, 1 1 1 I v y 111 I I ',I I I \ I 1 I \ II '~I 11 ~ ~ I I• , , , I 5, TAX;MAP DATA LE EN D
f ~ \ui I I I I 1 I I I I ' v I I I 1 1 1 \ 1 I 1,1 1 ~1 1 ~ ~ I , AG..1031-8-936-6, -1, -9, -10 EXISTING NEW 111 ~ ( INTERIOR DESIGN ;.1 1 1 ~ I
1- v ~ I I I I I I I 183.98) 'v ~ 1 1 I 1 'J 1 ( 1: V ~ ' I 111 I I I ~ ~ \ ,INLET ' ( l I 1 '1 ~ I ( i 6. ZONMG DISTRICT
1 V I' I I I I, I I I I P TECTION 18190 V. 1 ~ I I I I ,I I ~ ' ~ \ PRO c ; I I PI= PUBLIC MSTITUTION U BUILDING U 4801-C Koger Boulevard 1'•1 ~ r n T4 T
' I I I 1~•1 - I 1 ~ SEE DEt, F/C23 1 ~ 1 1 11 1~ ~ 1 I '1 1.1 I I Gee sboro. N.C.2 0 ~ I a TuMMOUe PAVMG 1. PROP08ED USE YMCA 11? 1 ~ Telephone [phone]
V 1 1 I I 11', 1 ~ \ I I I I 1 I Z: I I 111 , I ~ ~ , I I ` ~ I I I I ~ I I f, , , , _ ~ COWC, BLAB OR PAvMG S• F~Im11e 336.218-8010
/ /.•V I I I I` 11 i• 1~ 1839,98) ~ I I I w•~ ~ . ~ ~ 1839,98) Y..JI I 1 f ` 1 I 1 I~ 1839,98) 1 1 1 1 1 1 , ~ 8, TOTAL ACREAGE 150.11 ACRES t'~ , , 1 1 ~ I I , RVIOUS SURFACE AT I/V200 • 618 AGh'ES - - - -100 - - - - CONTOUR ELEVATION ---f 100 -
1 SEDI fi 4 L, 1 / 1~.., ~~I I I , I 1 I 111'I I , , I. ~ I UNDEVELOPED LAND = 8309 ACRES PROFESSIONAL OF RECORD
6E$• 1 I s m 1'.1 1 r l 1 0d.: T~MIP,.$LOPE DRAM m5) ` r, u 1 ~ 1. 1 1 7 1 1 I I tri SEE DEt• 23 ` 183833/ ~ I I ~ 1 ~ \ I ` III I I 5fr?~ IMPERVIOUS SURFACE ALLOWANCE = 41b6 ACRES •1000 SPOT ELEVATION ~ 1100.0 ~ I , I ~ i i i ~ I IMPERVIOUS SURFACE ADDED SINCE W00 • 2.89 ACRES l3A85J L= ALLAN HLLr P=E.
1 1 1 I I I I', I ~ 1 I ;1839b) I 1 I I ~ ~ I 1 ~ PRaP08ED YMCA 410 ACRES 1555) =8" BD= STORM DRAM LME -8= SD- o`N,~tltllyrrr
~ . ~ I•. 1 1 1 I',I ® \ 1 1 1 ~ , I 1 I CQ h4 I 11 , , it ~ I I TG'fAL BUILT UPON 1.09 ACRES c8535J ~ ~~H ROt
~ ~ \ ' , \ I I; 1 1 I I II , I ' 11 1 ~ 1 ~ I ~ DI6`NRBED AREA = 110 ACRES 14.195) ~ STORM DRAM MEET ~ Q x,..• 1 ~ ~ ESSI 4 1 1 , ~ ~ I I I UNDISTURBED AREA = 141.91 ACRES c95115) ~ ~ ~ I , I .0
p ~ \ 1 •I •.1 1 1 1~' ~ ~ ~ ~ ~ ~ ~ 1 i 1 18383) 18 ,12) I Ili 1 ( 1 1 1 ~ 1 , , ~ 1 STORM DRAM MANHOLE I 11 1 1 I :~Q 1 ~ II •
~ ~ ` SEt91MENT' TRAP No,' 3 , ~ ' 1 I I I 1 ~ 1' ~ 1 ~ ~I ~ 111 1-8-936. ~ ~ I ~ 1 ~ \ ({((~/rI \ I 't~ 1 1838.58) 1839b) I 1 1 1 I I 1, ~ 1 ,NOTES I ' ~ ' 1 ' I I HEADWALL oR ENDWALL
\ ~ \ ` \ \ ( I~ - \ nl I , ~ i ~ 1 , II ~ w - -88- - SANITA I , p I ••1.1oPCrsRAPHIC DATA PROVIDED BY GUILFORD TECHNICAL COMMUNITY COLLEGE, RY BEIIER L NE 88 ~ . ~F 4
\ ~ '--1836)•------- ,l8 (8 1 I 1 I I •N E•. 1 , 1 P O BOX 309, JAMESTOWd, NC 21282, BASED ON BOINDARY/T01°OGR4PHIC SURVEY, - _ NE•.•
) \ - - ~J'' 38,12) l83 ~ I ~ _I, ( , \ ~ -(834)• ~ ~ r 1 1 i ,8 - ~ \ , r 1 , , , ~ I I -~S - BANITARI' MANHOLE ~ . . I I ITY • l ~ I J,4MESTOWN CAMPUS, GU LFORp TECFMJ CAL COI'1MUN COLLEGE, o "q o
I II BY MITCHAM a ASSOCIATES PA 5915 HKyH POMT ROAD GREENBBORD NC 21401 _ - A ~ ( 1 1 , ~ I. I ~ v ----o CLEAN OUT ~ Ilnltl+~ I i ~ i I _ ~ DATED 06/0V01, ~ ~ T3
11 ~u(r/ ~ \ y :(838x) 18389 I 1 I -X- CRAM LMK FENCE -X- I ~ ~ ~ II a
~ II ~ ~ 1 ' Q 2, GEt~METRIC DATA FROM SURVEY BY REGIONAL. LAND SUIRVEI'ORS 11,1 I > I - - SPLIT RAIL FENCE - -
'i TEMP, DIVERSION•BERM, 1 1 I / ~ ? ? ~r,1 ` TEMP, ROCK CHECK 1 1 .SEE DET, WC23 ~ ~ _ 1 ~ ~"(836,1 SEE I 1 I XX XX 111 1 1 1 1 I I ~ 3. tHIU3;81TE IS NOT LOCATED M SPECIAL FLOOD HAZARD AREA PER FIRM.
1 I ~ GENERAL CONTRACTOR 1 1 1 I TREE LINE I 1 1 1 1 I ~ CON!'1~MITY PANEL 310113 0116 C, EFFECTIVE PATE NOVEMBER 19,1988, I .I ,
~ ?1' CLEARING \ ~ ~ ~ III re,~ I 1 1 ~ 1 ~ I THE SITE IS LOCATED APPROXIMATELY 3,100 FROM THE NEAREST 100 YEAR GILT FENCE -a-'o-4 I ~ 11 I I FLOODUTAY,
~ ` -`OBE i~1 1 ~ LIMITS' \ I L 1 , 11 1~( 1 ~ ~ CONC, CURB !GUTTER
I. 1^ 1 1 I I AM I • ~ 1 , , 4, THE PROPERTY 8 LOCATED M THE RANDLEMAN D U14TERSHED lW8 V), ~
, 1 ~ ? - - - - - SLOTTED CURB 1 1 1 1 ~
~ . -(834)'.. I ~'h I ~ ~ ~ I •II 111 , I W WATER MAN W I~ 111
11', I 1 , 1 , I 11 1 1 1 1 I ----T---- TELEPHONE CONDUIT T U
• , • ..,1,,......,. 11 •.1111 I .I 1 1 Y 1 1 1 ---•G----
'1 8 8 I I I ~ - ~ + 3 3) (38,2 I 1 1 1 f,l 1 1 1 I GA8 LME G ~ 1 1 1 •I 1 ~ 0
. ` ~ i,:ry ~ ~ (835,51 1 3b ) ` ~ I 1 ~ 1'•1 1 ----E---- ELECTRICAL CONDUIT ! t•- 1~ ~I 1j.1
, , . M I 1 111 I - ~ SI ` I Y o~~ F RE HYDRANT , 1j1. I
11 ~ ~o .1 1 ~ 1 I l l~ f Dd GATE VALVE H 1, ~
• ~ 111: I ~ 1 1 I ~ Q 1 ~ I ~ -
629 t ~ 1 1 ~ ~ \ •~j, ` ;a I 1 0' ~5,mm rrotaLJ ~ ~~'r r I \ ~ , , ;.I I I f; a 1 1 1 r, ~ F'OST INDICATOR VALVE - V 8 0 I / ~ ,;nl I 1 I I. I I ~ ~
45 4 ~ - ~ I 1769W \ . tl J,, 'C13 I r I I , I1 1 I ~ a ~ I , 1,1 •,I ~ I THRUaT BLOCK Q g c „ I L 1 I 1 3
' T FENCE, 1 l8j • 1 I 1 1 ' ~ 1j1 0 0 o 1 , ~ I PIPE eouARD 0 1 I VI
• + ~ SEE QI~T~3 _ \ C 16'4 ~ ~ ~ ~ \ IO I 1 I I 1 1 11 ,o, - I- z m 1 , ,I~ LK,IFIT •o I
11. I . 1 ~ POLE c~ 1 I 11 ,11 3
- 0,0, ti 1 SED1'~NT Nd,, 2 ' ' ~ \ I I I I, rr~ ~ „ I ~ ~1 \ ` IS" ~,p E'QET. EVW t(~ ~ ~ I I'I I 1 I, 1 I I ~o., TELEPHONE oR uT1L1TY POLE rlZr 1 I, 1,11 r 0
, ~ . 1 I , , ' _ 11 I' I ~ . I 1 PItOPlRT1' ~ ROW LASE dl
1 ^ ~ I ~ 1 I 1 11 , ; 1 ~ . EASEMENT LME E
E.C EVICE, \ ;,,~,r r,k,, ~ '•li I I •I I 1,11 ~ II 1 ~ .,11 1 ~ a i • - ? - 801E GLA881FIGATION ~
ION CONTROL NOTES ~8.. G/C23 r Y83 t a I EROS \ ys, , ~ ' ~ ~ '8 . '8S) .III , •i ~.1 1 1 1'1 ~ } 1 I llll
1. SOIL EROSION CONTROL DEVICES MU810E MStALLED MIIIALLY AFTER 30. ? ~ , • ~ J ~ • I ~ 1 ;I 1 I S : ,~':':1,. 1 1 I - ' ' - CORPORATE LIMITS 1,1:11,, _ I 1 ~I,1 ~ I
1HE GRADING PERMIt 18 ISSUED AND ROUGH GRADNG BTAR'T8. PLA1'NMG ~ T ' •r;; x:~~' ~ ~ ` I, 1 . 8 ? gIMENT iRA~t No. T•, I AND DEVELOPMENT 81AFF WILL cNECK THESE DEVICES FOR PROPER r 3) ~ IS . . ~I 1 Y 1• ~ I ~ I 1 ~ IDENCH MARK 1 1 ,I,
(FICA OF s ? ~•,.i;;?r,, ? DET, ErC~3 ~ ~ I. I INSTALLATION AND COMPLIAAIGE WITH THIS PLAN, A "CERT TE ~ ` • \ ~I I " 1 1 1 ~ I 1 ~ IRON PM oR PROPE1m CORrER
I°ERFOIQMANCE" WILL dE ISSUED. THIS CERTIFICATE MUST BE dROUfsHT TO ~ ' ~ I III '1 111 ,1 10 ~'n •I I 1 1 1 ~ 1
OUR MBPECTIONB DIVISION BEFORE A BUILDING PERMIT WILL dE ISSUED, ` ~ 1831,gJ \ ~ I I I I ` I ti I ~ I STONE MARKER OR PROPERTY CORNER I~ 1 1 11 ~ I 0 11
T LOPMENT aF A SITE THE PERSON RESPONSIBLE FOR ~ ~ •~r;~ h~'~''~ T1 ~ ~ • I h 1 1 2.OURMG HE DEYE \ ~~+r~. 0 ~ ~1 1 1 ~ US CORPS OF ENCsMEERB MCNU'1ENT I,1 1 , 1 I
I ING ACTIVITY SHALL INSTALL AND MAINTAIN ALL \ , N?3• .;~~',;,,,r \ ~ r 1 1 THE LAND D STURd , Cy JS, h;, , \ ~ I I r 1 1 1 I ~ 1 1 I BUILDMGSETBACKLME
1EMPORARY AND PERMANENT EROSION AND SEDIMENTATION CONTROL \ • Q'~b ? y , ( r ' `Y ` ~ 1 1 R AS REQUIRED BY THE APPROVED PLAN OR BY ANY PROVISION OF \ g • ~ ~ ? ~j~ l' . MEASURE \ 9/8, :r).';,;; , ~ ~ i I 11 / I
THE GUILFORD COUNTY DEVELOPMENT ORDNANCE. ADDITIONAL DEVICES J ~ 1, \ ? ~ \ II I I 11 I ® CONC.81DEW4LK 1 11 I I ,
WILL BE REQUIRED P NECESSARY, \ PERM, SLOPE ~ \ , ~ n \ ~ • ~t . PROTECTION \ ~ ~ ' ~ n I gU1:gLE A 10-11-02 COIMTY COMM I
W S' \ 1 8. P FILL MATERIALS ARE BEMG BROUGHT ONTO THIS PROPERTY OR P \ ~ ' ti 38,19 ~ MATTMG ~ r '1 ~ I ••I Mk Date Description ' i • ~ I q, RIPRAP ~
WASTE MATERIALS ARE TAKEN FROM THIS PRDJECt, THIS MFORMATION \ ~ \ ' • - ~ ~ I R iln I,• ROCK CHECK DAM 8V S 0 S
MUST dE DISCLOSED AND SHOLLN ON THE EROSION CONTROL AND GR4DMG ' PLAN,dORROWAREAB \ ',\I AJ~D DUMP SITES ARE CONSIDERED TO BE PART OF ~ ~ ~ • ~ 1 1 ~ I ~ I ~
1 t, THIS PROJECT. GTCC \ \ • • , ~ I ~ TEMPORARY DIVERSION DIKE
ZONED P.I. \ k 4, UNDER THE GUILFORD GOINTY SOIL EROSION AND SEDIMENTATION CONTROL PB 101 PCs 001 \ 25 'TEMP, \ \ ~ ` ~ '•I ' ,3 ERD810N CONTROL MAT
ALC 1031-8-936 \ 'CONS TION EN ~ ~ ORDNANCE (SECTION 19h AGENTS, OFFICIALS, OR OTH$R QUALIFIED ~ DET, .3 tii C ~ I ~j ~ , CANOPY TREE
PERSONS ARE AUTHORIZED TO PERIODICALLY INSPECT THE SITES OF LAND- \ C ~ ' CL . y, u ~ • ~ 1 , ,I ~ Z F •;LIMI a ,
DIRTURBMG ACTIVITIES, OBBTRUCTMG, HAMPERMG OR MTERFERMG WITH \ ~ T. ~ \ R,' ~e3 \ \ ',LIMI I T s1 ~ ~e ~ 1 BUGH MSPECTIONB CARRIES A t80m PER DAY CIY L PENALTY, HE \ \ ~ S ~ ~ - ~~pp_0•
I THIS CIVI TY REQUIRES No PRIOR NOTICE, ~ ~ 1 MSTIGAT ON OF L PENAL ~ ~ 9~~ I ro I
~ 1 ~ ~ 1 ~ ~ , \ ~ 1 TO MINIMIZE EROSION AND EXPOSURE TIME, EASEMENT ~ \ ~ ~ ~ b. ~ ~ EFFORT TEMPORARY SEEDING NOTES ~ ''I ' ` M~ ~ I aI Q
SHALL NOT BE GRJBBED OR GRADED WtIL UTILITIES ARE READY TO \ \ AREAS . ~ 1~ I I , I- ~ ~I ,
SOT IMMEDIATE SEEDMG OF DISTURBED EASEMENT \ ~ ~ I ~ , ~ BE INSTALLED. AL HE , I , Z Z
UTI ITT 8 ARE METALLED WILL ELIMINATE MANY PROBLEMS. DEFMITION - SEEDING DISTURBED AREAS WITH ANNUAL GRASSES OR LEGUMES ~ ; ~ AREAS AFTER L E \ ~ ` , EASEMENT AREAS WHICH CROSS OR ARE ADJACENT TO WATERI.p1RbE8 TO PR0IIIDE TEMPORARY GROUND COVER TO LESSEN SOIL EROSION ~ ? , ~ 1 ~ W 1 ,
SHOULD RECEIVE SPECIAL. CONSIDERATION, 1 \ V 1 , ~ ~
\ 1. PURPOSE - TO TEMPORARILY STABILIZE GRADED CUT AND FILL SLOPES THAT I I IMITY TO A I I I A \ ~ 1. a ~ 1 1 CONSTRUCTION SEQUENCE III ,
b. NO LAND-DISTURBING ACTIVITY SHALL BE PERM TIED N PROX CANNOT BE SEEDED W TH PERMANENT VEGETATION W THM TH RTY D YS AFTER UNL 88 A BUFFER ZONE IS PROVIDED ION, TO TEMPORARILY STABILIZE GRADED AREAS OF BASE SOIL ~ LAKE OR NATURAL WATERCOURSE E COMPLET \ 1 ~ ~ l~ ~ I ,
ALONG tHE MARGM OF tHE WATER BODY OF SUFFICIENT WIDTH t0 C014tME WI•ERE PER'1ANEM VEGETATIVE DOVER IS NOT NEEDED OR WHERE GRADING , G oBTAM PLAN APPROVAL AND GRADNG PERMIT, FLAG CLEARING LIMITS AND STREAM W ~ I O 1 , BIFFERa M FIELD. V~
- I T T R ZONE MG WI T ~ VISIBLE 81LtAtION WITHIN THE TWENTY F YE PERCEN OF HE BUFFE HAS NOT BEEN COMIPLETED AND PERMANENT SEED LL dE DONE LA ER \ NEAREST THE LAND-DISTURBMG ACTIVITY \ ; , l .
ITIONB TILE APPLIES -WHERE BARE SOIL HAS BEEN EXPOSED 3 COND WERE PRAC \ . 3. ~ 2. SCI~DULE PRE-CONSTRUCTION MEETMG WITH GUILFORD COI,MTY ER10810N CONTROL MSPECTORS, I'~ mgr 11
I D OR SEEDED AND Y TAT( IS EDED FOR ONE YEAR OR LESS. MAY"•••. 1. SIDE DITCHES 2~ OR 81EEPER SHALL BE R FRAPPE B GRADNG, AND VEGE VE COVER NE \ , ~JJ~ Z
BtABILIZED WITH EXCELSIOR MATtMG lOR 01HER APPROVED MAtERIAL), OR MCLUDE SUCH AREAS A8 tEMPORARY SEDIMENT POND, DIVERSIONS, 601E \ 9 n c . ~ m u STABILIZED BY ANY OTHER METHOD APPROVED BY THE COWTY EROSION STOCKPILES, BUILDNG PADS, ROUGH-GRADED ROAD DANGS, ETC. 9 n ~ ~ 3, MSTALL GRAVEL CONSTRUCTION ENTRANCE AT LOCATION SHOU~1 ON PL.AWB, ~ ~ O m „w ,l ,
MSPECTOR ~ ~ GONtROL ~ s,, , ~ tJ - a: N ~ 1 4. MSTALL SILT FENCE, DIVERSION BEIGI'IS, SEDIMENT TRAPe, AND OTFER EROSION CONTROL Z V U I a. 1 DEvICEa AS aHO~N oN PL.ANS. O
PREPARATION -PREPARE SEEDBED BY RIPPMG, CHISELMG, HARROIUMG, OR • , , F 8, CON8IRUCTION ACTIVITIES DISTURBMG FIVE OR MORE ACRES WILL BE PLOWNG t0 DEPTH OF At LEA81 SIX MCHEB SD AS TO PRODUCE A LOOSE, ~ / , ,
ISSUED A NPDES STORM WATER DISCHARGE PERMIT AS REQUIRED BY THE FEDERAL FRIABLE SURFACE, INCORPORATE 150-100 POUNDS Im-I®-I® FERTILIZER A~Np • • ~ ~ 1 , 1 5. CLEAR SITE, y I
\ ~ CLEAN WATER ACT, SECTION 8 OF THIS PERMIT REQUIRES THE PERMITEE t0 UP TO TWO TONS OF DOLOMITIC LIME PER ACRE. (NOTE LIME MAY NOT BE ~s C r~ II„ o 1~ IP 6. BEGM ROUGH GRADING THE SITE,
PERIODICALLY MBPECT ALL SEDIMENT AND EROSION CONTROL DEVICES AJrD NEEDED P A SOIL TEST MDICATER A PI+ OF 6,6 OR HKsHERJ MULCHING IS \ , T A CORD OF THESE MSPECTION8. REQUIRED ACCORDING 10 THE SAME SPECIFICATIONS A8 FOR PERMANENT ~ ~ 0 KEEP RE / ~ ~ OC ~N ,
SEEDING UNLESS WAIVER 8Y 801E BCIEN11R1, RELECt REEDING MIXTURE AND \ 1, CoNTMI~ RouGH GRADNG AND MSTALL PIPE NETWORKS AS GRADMG PERMITS. W
T I T OF A CROWD COYER SHALL BE T MG A 8 FROM TABLE BELOW. ~ ~ 9. TI•E DEADLMES FOR TbE ES ABL SHMEN BE8 PLANT D TE \ / 15 WORKMG DAYS A1~lD 30 CALENDAR DAYS FOR 1EMPORARY CROWD COVER ' ~ I MBTALL MEET PROTECTION AT ALL STRUCTURES As aHaw oN PLANE. /
(SLOPES) AND 15 WORKMG DAYS AND 90 CALENDAR DAYS FOR PERMANENT TEMPORARY REEDING TABLE F, • • • •I~` / 8. FME GRADE PARKING LOT AND BUILDMG PAD FOR THE PROPOSED BUILDMG.
CROWD COYER , ~ ' 43 43 / 9. MST I MG UTILITIES.
SEEDMG MIXTURE SEEDMG RATE lLB/ACRE) PLANTMG DATES \ y~„ TOTAL SITE AREA = 14fd0 ACRES \ y~ ~ ALL BU LD ~
~ ~W DISTURBED AREA = 1,30 ACRES (51,14 X) RYE GRAM AND 12m LdB, JAN. I - MAY I U ~ ) \ ~n / ~ ~ 10. PLACE STONE ON DRIVEWAY AND PARKING LOT.
UVDISIIJRBED AREA = 6,80 ACRES 141,86 KOBE LESPEDEZA 5® LB6, • \ ^I ~ / / / ~ 11. BEGM BUILDMG CONSTRUCTION. Date 9-9-0?
PROPOSED BUILT-UPON AREA • 4,20 ACRES 13fd~ x) GERMAN MILLET OR 40-5m CBS, MAY I - AUG, 15 h~ / AN , \ ~ SUD GRA88 ~ , I / w / / Dwq.By FINELINE Cdd
11.801E TYPES RYE (GRAM) am LdB. AUG, d -DEC, 30 \ ~ I ri. PAYE DRIVEWAY AND PARKING LOT.
\ / a MW44 . MFrxl FMBII~ BdNDY GLdY LOdM. 2 TO 6 PERCENT ELOPES. ERODED IMdY E1IBETIT1ITE OaTE m / / ~ I Ck.Bv a u111
EnC - ENON FINE SANDY LOAM, 6 TO 10 PERCENT SLOPES BEFORE OCT. I OR 13. WALL TEMPORARY OR PEFWUNENT SEEDING ON ALL DISTURBED AREAS WITHIN 19 U)OWNG GRAPHIC SCALE -
EnD - ENON FINE SANDY LOAM, 10 TO 15 PERCENT SLOPES W14EAT FROM OCT. I - \ DAYS OF COMPLETION OF ANY PHASE OF THE WORK OR UMT14N 15 WON04 DAYS OR 30 File No. 01-054
IrB - IREDELL FINE BANDY LOAM, 0 TO 4 PERCENT SLOPES NOV. B) \ ANNUAL RYE GRASS 40 LBS. AUG 15 - NOV. 30 y CALENDAR DAYS OF REAL -ING FINISHED GRADES. 46 0 ~o 40 !0 NO Sheet
{ 12. THE OUNER OR RESPONSIBLE PARTY IS RESPONSIBLE FOR THE LONG TERM MAINTENANCE OF WEEPING LOVEGRASS 5 LBS. MAY I - AUG. 15 14, C0MPLM BUILDING CONSTRUCTION,
THE GROUNDCOVER ON THE PROPERTY. GROVNpCOVER MUST BE MAINTAINED TO A DEGREE THAT r y B, REMOVE EROSION CONTROL DEVICES WHEN ALL DISTURBED AREAS HAVE BEEN STABILIZED, (N FEET Cl m3
PREVENTS SOIL EROSION AND SEDIMENTATION AT ALL TIMES. THE CITY OF GREENSBORO HAS UJEEPMG LOVE GRASS IS A PERENNIAL GRASS BUT 18 INCLUDED HERE - THE AUTHORITY TO REQUIRE CHANGES M THE OWNER'S GROIJCCOVER MAINTENANCE PLAN IN BECAUSE OF ITS ADAPTABILITY TO POOR SOIL CONDITIONS AND DROUGHTY \ r STABILIZE ANY AREAS DISTURBED BY REMOVAL OF DEVICES,
ORDER TO STOP SOIL EROSION AND SEDIMENTATION AT ANY TIME. SITES. mWI 1 inch - 40 rt.

I~ ,
/ , / , ~ I , ~ o
/ / i
SITE DATA ~ , / , .
/ ~ • I. PROPERTI' a6NER
I COMMIN~ITY COLLEGE p / , GUILFORD TECHN CAL ~ ~ / ~ , I
601 NIGH POMT ROAD / ~ ~ 1 P 0 80X 309, op / / \ ~
/ , JAME8r01W, NC 21282. / ~ . i, ~ u
CONTACT DAN SITICO 336-199-8680 / I ,
~ 2, DEVELOPER ~ ~
/ r JOFN S, CLARK CO. \ _ \ - r I
5~ W FRIENDLY AVE, / - ,J 1 ~ ~ ~ mew' (,BORO, NC 211-~ / - - - sr 41 ~ ~7g~"E ~ ~ °b
GONTACT HENRY MUNN 336-111-4008 ~ _ ~ s ss's' / 15 ~ ~ 'PD Q' I ( Ro
5. - 3. REFERENCES `p ~ I ti¢ I .
D$, 3101 PG, 1254 • ' Go / / r i ~ II o
~l~o D$, 3184 PG, 538 V u ~ _ rr""~ I N , ,'~I ~I~
D$, 3154 PG, 532 / i i ~ 43ay1 D$. 3119 PG, 1481 / , ~ ~,.~r~a"E r.--~ ~ PaINr ARCHITECTURE ( ,c+ I
P$.101 PG, 001 / / ~ ~ - - - -
t I 1"d I\ .1~' I 6 VICINITY MAP ENGINEERING
HIGFI POMT ROAD ~ / ~''.•r.,-' / , •1 I m
JAMESTOUIN rOt6N8HIP,GUILFORD COUNTY / / i••'R.. / '~I ~ • 1 I 1 ~ I North / PLANNING - I
JAMESr01Ud, NORTH cAROLMA ~ / ~ I~ . 1 I , ~ I ~ I , . 1 ,'1 LE END
e. tAX MAP DarA ~ ~ / / / , I ~ EXISTING NEW ~ ~ 1 . I 1 I , 1 I \ II I INTERIOR DESIGN
ACL 1031-8-936 6, -1, -9, -10 , / ' / / ~ , . / , ~ ' I I I 1 r ~ i 1 I
6. ZONING DISTRICT ~ , r~.- ~ . I I U 4807 C Ko er Boulevord / r ,''i 1 1 u BUILDMG u 9 r 1 1
PU IC INSTITUTION 1 ~ ~ ~ . PI- BL tit , r I T Greensboro. N.C.2 407 I 1 i , r 1 1 1 I I I ~ BITUMMOU9 PAYING
1 ~ ~ / ~ 1, PROPOSED U8E YMCA / ~ / 1 ~ T I I . ~ II ~ e ephone 336-2 8.8282 I I I . i 1 1 ( I A I ~ I coNC. BLAB oR P vMG F Imtl OI O
~ ~ I I n 0 ocs a 336-218-8 I / I I II / 1 I ~I -
- 1 ~ ~ / ~ 8, TOTAL ACREAGE - 150,11 AGREE / i ~ , I I i - - -100 - - CONTOUR ELEVATION -1100 - 1 f I I II '
~ ~ ~ IMPERVIOUS SURFACE AT VI1100 61148 ACRES 1 1 . ~ ~ ~ UNDEVELOPED LAND = 83m9 ACRES .'1 I ' I ~ PROFESSIONAL OF RECORDi I I ~ ~ I I , . , , g II : ~ 100aa SPOT ELEVATION • 1100+0
/ ~ ~ ~ ~ 5011: IMPERVIOUS SURFACE ALLOWANCE = 41,55 ACRES ~ , •'t ~ , , / ~ ~ / I , ~ ^ I ; L. ALLAN WLL. P.E. ~i QI : I II =S SD= BTORM DRAIN LME - ~ - nll
IMPERVIOUS SURFACE ADDED SIDE VI100 = 2.89 ACRES f3A8%) ti ~ ~ ~ . i >B , ~ e iD a~,~rl nr? , 1 ~ r ~ d ' .~9 1 / 1 1 ~I , v ~ ° 1~ ~~~Q yE
PROPOSED YMCA 4,20 ACRES 5,05 1 Y. ~ , TOTAL BUILT UPON = 1,09 ACRES 18,53%) / ~ ff ~ , ~ d~~-. mss ~ ~ ~ ~ ~ I I 1 ~ STORM DRAM MEET ? ~ +.+o«a~/ ~0 I I I^ I ~i ~ 0 ~ 1 11 ~ 1 e* b t~ , ~ 1 I II o Essr ,
DISTURBED AREA = 1.20 ACRES 14,19lt) / ~ ~ 1 ~ 1 1 1 ~ ~ ~ BTORM DRAIN MANHOLE 4 • I 1
I TUBBED AREA ¦ 142,91 ACRES 195.21%) ~ ~ ~ ~ , ~ ~D a ~ ~ WALKIN ~ /JOG ING TRA 1 ~ ' 1 I ~ I HEADlU4LL OR ENDWAI.L t 1 / 1/ 1 " 1 ~ : e
~ ~ NOTES ~ ~ .,_I.. - 1 / ~rrl I , • _ 1 v10 1 1 1 I - -88 BANIT r s _ - _ - - ~ byro I ARY SEU~ER LME 86 ~
/ ----f 1 T l~ (Wei ~C'--
IC ATA PROVIDED BY GUILFORD TECHNICAL COMMUNITY COLLEGE, ~ -~s~u ' i ~ - - - , - - - - - - - I, TOPOGRAPH D fj 1 1 ~ ~ A' I ,I ~ LEabE - - - - ~ ~-L I I S BANITARYMANHOLE . / •
P 0 BOX 309, JAMESTOUAJ, NG 21282, BASED ON BOINDARI'/TOPOCsRAPHIC SURVEY, / _ ~ + ~ . _ . . - . s Z i- - JAMESTOWN CAMPUS, GUILFORD TECHNICAL COhM'~JNITY COLLEGE, / ,•'1 11 1 , : ~ • 1\ \I I - ~ CLEAN OUT ~ 1111/1/11 ~rT ~ ~
BY MITCHAM /ASSOCIATES, PA. 5915 HK~•I POMT ROAD, GREENSBORO, NC 21401, ~ / ~ ~ ~ 1 1 - c~ui t~1tN I ~ / 1 11 r- I 's+ i ` - Iii 1 I trio o ,I I I I -X- CHAIN LMK FENCE X
DATED 0b/0U01, / V ~ 1 'i ~1 II 1 1t 7 II
/ / 11 1~ 1 1 .'1 N!.!I! 2. GEOMETRIC DATA FROM SURVEY BY REGfONAL LAND SURVEYORS I „ 1 1 t , 1,, ~ ~tw 1 1 'rl 11 1 ~ I - XX - BPLIT RAIL FENCE - XX - i l 1 1 ^ I 1 I o wt rool. ~ I I
. / 1.' r11;1 1 I / g 11'1, I~Ir^II+• 1/" ~ ` ~ 11 ' I I' ~ .M GENERAL CONTRACTOR a j; I m i l I, TREE LME N!6 k 1 tl I _
THIS SITE IS NOT LOCATED IN SPECIAL FLOOD HAZARD AREA PER F,I,RM. / O~ ~ , , , , , , I I I ~ 3 191988, / ~ 11 i 1 i~, 1 ~ "'6MMtTpt POOLD COMMUNITY PANEL 310119 011b C, p*EC11VE PATE NOVEMBER / I • ~ / , , 1 , 1 I- - egr~73~ .ab' cab PROPERiT LNE! I•iDOL DRAM ; 1 'i nalllae ~ .u' t w ' 11 ~'w I ; 81LT FENCE ;n ~I+ei I
THE 81TE 18 LOCATED APPROXIMATELY 3,100 FROM THE NEAR88t 100 YEAR / , , y , x,11 - ~ i ~9iOiroa tq+t, taur 1 x , ~ I I ~ ~ I I ~ CONC, CURB GUTTER
FLOODWAY. ~ / ' ~ ~ ~ ~ ~ 1 ' I , 1 1111 ,I,1 II 1 ~ I ~ I ~ 1 I 1 ~ ~
PROPOS 1u,5 IV), ~ 111', 1 ~ I . 4, TI-E PROPERTY IS LOCATED IN THE RANDLEMAN DAM IU4TERSHED / ,,1 1 ? ~ . I 11 < I - - - - - SLOTTED wRS 1 1 1111 1 ;
/ ~ 111 , 1~,1 ~ I BUILDING ~ , , 111 I 1,,, 1 , ----w---- WATER MAM w I 1 , 0
11 , 1 1 ~ ~ '1,616 3F \ 1111 ^ 1 es~, ~ , 1 1 1111 I~ ~ ----T---- TELEFMaONE CONDUIT T U , t~ I ~
ZONING DATA / ~ , , ~ 1 11 i,l , / 1 , 1, 11 { 11 1~1 ` \ FfE•.840,0 ' \ , / ~ ~ 1 1 •.1117. ~ I I ! II ~ 1.' I 1 1 11 ~
I REQUIRED ACTUAL ~ $ 11 P 111 \ , TEM ~ ~ 1 \ , 11 I 111 ( \ ~ 1 I .d• ^ I I '1 I I I~ • G GA8 LME G ~ 1, I I , 11 I I
11 ~ ^r,l 1 ~ -E- ELECTRICAL CONDUIT ! tp w Id
MIN, LOT SIZE 401400 SF 8F / cNw~ 1. 1 1 , 1 1 \ . 1 1 111.1, ~ \ MIN, L01 WIDTH 150 FT ~ , 1 1 1•r I n 0- 1 ~ 1 I I ~ FIRE HYDRANT Y 7
/ 1 11;1 MM, BTREE7 FRONTAGE 100 FT FT / 1 „ ~ \ . I I ~ ~seu ta~~ i~ v • ~t -r 111. I D4 GATE YALYE ~
MIN, / / 11 ~ ~ SETBACKS 11 I•~ , , FRONTlSOUTH) 50 FT FT / / ' ' ; ; 1 i y I i~ iii • . "c9 ,f 111 I I 1 III I I ~ '•r-
/ ~ ~ i,; i• 1 1 1 b 1,~ 1 1 REAR WORTH) 10 FT FT / , `l r I I 1 1 I F'08T MDICATOR VALVE - u 1 8 0~
/ .t 1~^ ~ ~ 1''1 11\11 81DE IEAST) 50 FT FT / / + i ~ (.1 1 1~1 r)' ~ t I ~ i I' 0 • 1" ~ I 1 1 I Q r , , I I I ~ TF~iUBT BLOCK Q C
BIDE !WEST) 20 fT fT / a.;., ~ r~ MAJC eLDfa, NGL 40 FT FT / , . • , . • , . , . , / , • Zor~ED Pa. ~ 1 ~ ~ 1 ? 1' + + \ . ~ 1 111 I : 3 ~ I 1' ~ ~ I 1111, 0 0 0
MAX, E~LDG. COVERI?~a1E ,uc 1031•t!•1li, ~ 1 ~ ~ ~ ~ ~ 1 ~ 1 ' 1 I 1 I~ I PIPE DOLLARD ~ ~ ~ z 1 ( ) ( \I 1 VIII - ~ I I ,,nn
PARKMG SPACES / / ~ ~ ~ ~ ? cMp• ~.~.~+.-z=.._ 156 ~ ~ - ~ 156 • -nru•- 1, ^111 / LIGHT POLE +0 V! _ . ~ ~ 'Y' !r _t" 0 III • ~ ( 3
HANDICAP SPACES 1 1 / ' iN u a1~wa1R+ r ~ ~ ~ ~ \ ~ ~ u 1•~ t V1 ~ I TELEPHONE OR uTILITI' POLE ~a1 11 ~ / O 1111 I ..1
12 SPACER ARE YAN ACCE881EILE) wp~t,q, s'~!n ! -------.nw~~ \ :'`v „ Y ~ ~ 1111 ~ - - - - PROPERTI' /ROW LME IQ I IIII I I
/ ~ ~ c~, / \ ~ 1111 ~ ~ 11 EABENIENT LME ~
- ! nMy.. \ I~ . 11 I !Y I 1111 ~ IQ • 11 I I I - - - ~
\ / ~ ~ , , I 111 , ? ? 801E CLA881FICATION . ~q111
'~11 ~ I - " • - CORPORATE LIMITB
1 ` I A II~ '(~i-,~- 4 I n ~ ~ OEPICN MARK
` ` I IL 1111 I t`` ~ ~ ~ ~ ~ I I III QQ IRON PM OR PROPERTY CORNER
/ ` 1 II - 1 +>+sr r „ I r
ua t~mz • ~ ' I 1'J I . - ~ ~ "rb, ~ r ~ ? 11,1 ' ~ 8TONE MARKER OR PROPERTY CORNER • ~ . ~ t~s~ ` , 111j ~i I ,
' ` ` 1 1 1 r, ' ~ • U8 CORPB OF ENGMEERB MONUh~IT ~ I 1 1 1
/ • , 1 ` ,,JJI II~ I , ~ ~ ' 111 111: ~ I • r ~ ~ 111 ~ I BUILDMG SETBACK LME
'r 1 w ~ ~ i 11 1; I ~ 1 ~s • ~ 1 . - . r 111 ~ I 810-31-0Z GEN, REV,
\ / / ~ ~ ~ wi_ \ I 11 1 I ® COIVC, SIDEU~4LK ~ a•~ ~ t ` 11 j , I 1;, +~a. . ,~11 1 1
r;, ~ 11 1 1 I 11^ I A kD-w-OZ GEN. REV, ti;, ~1'I, 1, SWALE t v 11 1
/ R• 3~-1r ~ ~ * " '•1 1 1 I Mk Date Descrl tton ~ . 1 I. I 1 RIPRAP P
+r ~ .x, I I ~ Revisions
~ ~ I t ROCK CHECK DAM •~;1,~ ~ r 1 .rl;~i ~ ~ 1111 J I
. , \ ~ SIN, i. ~ ~ TEMPORARY DIVERSION DNCE 'j', ~ l' ~ ~
e • ~ ~ 111 ^ 1 ~ ~ ^61 ~ ~,q ~ I EROSION CONTROL MAT ~ I1 ~ a I I
\ r ~ ~ I 111 1 CANOPY TREE
~ / / ~j, s~;. sle ,;fi tab 11 1
\ / , ~ n ~ 11^ ~I I 0 111 I
~ , - - ~ ~ a 9• ~ •t~31A 111 I i 'a'aa, ~ ~ ~ ',I ,
1 ~ \ ~ II I', 0.
17 rRalecnoN > ~z~.... ~ r ,
~ . , 1 - .1 C I ,
. / / ~1. l.,.. / I ' 'i GTOO 1 , ~ ~ ~ ,1 r ~ •'.•I ~ a • ~
~ / / , I ~ I ,t I ZONED Pl ~ , I ~ PDIOIPG001 I , ~ \ . I Z ~ ~ ~ -
' / ' ~ ~ , I 8 - ~ ~ ~ ~ \ \ ~ .I , ~ ~ Q
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~ I• I~ 1 O
~ ~ ~ W `
, ~ / , / 0 ~ , ~ ~
~ ~ I I ,
/ ~ ~ \ ~ II , ~ ~ 1
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/ / / - / ~ I ~ , , , , / ~ ~ ~ , 1 I r I ,
o , . ~ I \ ~ ~ , .1Y % I ,
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I ~ / ~ ~ ~ ~ / / L ~ . , a 1
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/ . , / / > ? r~ . ~ ~ ~ ~
~ ~ / , •.a .a ~ ~ Dote 9 0~
. I ~ ~ ~ ~ I - • \ ~ . ~ • a~ , , a I ~ Dwq•By FINELINE Cdd

e ~ ~ A Ck.Bv d VIII
l u GRAPHIC SCALE
?T 77' File No. 01-074
, y1 ~o o !o ro r~o uo Sheet
1 JjLJ
NT " Y' 0 1rr
N•am,991.145FE T ( IN FEET C1 A E-1,129,164J31 FEET
I EL=635.16 FEET LJ

'T' lMIN,) 'L' S' MM,
1' MIN, xoTEs 6TEEL FENCE f°08T ~ I, PERPIAI~ENT DESKaN QI0= 5,8 IN/HR 10= 5,8 IN/HR LINER lIF REQ'DJ NGDOT
TEMPORARY pEBK~N QI0= 5,8 MMR QI0= 5,8 M/HR CLA88 'B' STOrE I' THICK NCDO ~
HOG WIRED t0 POST (OPTIONAL) ~ E 1, PERMISSIBLE SHEAR STRESSES FOR STRESSES FOR I ~ I ~518TONE
EXCELSIOR 156 PSF ~ At .H, ~H~
31" MIN. WIDTH ~0 : ' COMPACTED ~ EXCEL810R CURLER II 1.0 P8F FILTER FABRIC ~ SOIL EXCEL810R CURLER III 23 PSF K II 1,0 P8F 2 K III 23 PSF
~ ~ ~ O1a n' NORTH AMERICAN GREEN P-300P GREEN P-300P bA7 PBF Y- D I TCN cu FT/ 1 0 080 I
E ~ 0 _ ~ ~ hi Q Q H 0 aTONE - DRAINAGE SWALE SCNEDUL
~ . . b , o o, r / , - ~ , I FILL SLOPE • N U I SC ED LE 1 ~ ~
d' 0• Q I I I i ~ ; . , . ~ ~ ~ SCALE CONDITION LMER 'H D ER 'H' 'D' 'B' 'T' SLOPE MAX FLOUT MAX. FLOW VELOCITY MANNMGB SHEAR 0
i ~ • O , H lCPB) fFPB) n FORCE lPBF) ~ DEPT
GRADE . i I TEMPORARY EXCELSIOR ~ I' .SIOR 2 I' 0' 4' 0ID15 069' 1,28 2.31 035 065 0 0
~ '~18 ••~Q ~ 1 PERMAI•EN1 GRA88 1 I' n WIRE AND FABRIC TO BE . ~ , 188 2 I' 0' 4' 0IDI5 061' 228 2,54 0,031 1x _ 80
7RENCI~D i MM, • ' ' 2 tEMPORARY EXCELSIOR' 1 I' 6108 • 2 I' 4' 033 0,18' 4,58 3,82 0,035 ibl
INTO GROUND AND BACK- 8" MM r•' ' 2 PERMANENT GRASS 1 1' FILLED WITH 870NE. ISS 1 1' 0' 4' 0,033 0,15' 468 4,01 0m32 FILTER
~ 6' tYPICAL 3 1EMPORARY EXCEL810R " 1 I BIOR • 1 I' 0' 4' 0m45 0,56' 121 3,51 0,035 1,51 FABRIC
SECTION GEO-TEx 3 PERMANENT GRA88 1 I' 18S 2 I' 0' 4' 045 066' 122 391 0,031 A R C H I T E C T U R E
NOTES LINER t MEtAL - b' LONG, TRIANGLE STEP I, 810NE SIZE - u8E 1" TO 3" COURSE AIGGREGAtE, TEMPORARY DIVERSION DIKE ~ INDICATES EXCEL81oR CURLER NV LINE( PO8 GiIJAI. CRDBS SECTION URLEX HY LINER OR APPROVED E ~ E N G I N E E R I N G
U8E CRUSHED SCONE. 'B OVERFILL b
WIRE 3?" MIN, WIDTH HoGWIRE, DETAIL C/C2.3 DETAIL D/C ~ GAIUGE LINE WIRE LENGTH - A8 EFFECTIVE, BUT xOT LE88 THAN 100 FEET, D/C2.3 DESIGN ~ FOR SETTLEMENT SETTLED
3, THICKNE68 -NOT LESS THAN EIGHTfB) INCHES, NO SCALE ~ SCALE FABRIC PROPER fBY AMOCO) OR EQUAL 4, WIDTH - NOi LE88 tHAN FULL WIDTH OF ALL POINTS OR 15'. I SCALE TOP 4' WEIR MM. P L A N N I N G
STONE 'S1 WASHED STONE, TO BE PLACED 1' MIN. SEE BChIED, ,'MIN. INTERIOR DESIGN
iu DEEP. 5, WASHING - WHEx NECESSARY, WHEELS SHALL BE CLEANED PLACE RIP-RAP AROUND L
ACING PLACEMENT OF P08T8 USING HOGWIRE TO BE 10' APART. TO 1~MOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC PIPE AS DIRECTED BY 8P ~ 460T-C Koger Boulevard
PLACEMENT OF POSTS WITHOUT HOGWIRE TO BE 6' APART, RKsH7 OF WAY. WHEN WASHNG IS REQUIRED, IT SHALL BE THE ENGINEER DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH ~ 00~ GreenSborp~ N.C.2T407
SI T FENCE DRAINS INTO AN APPROVED BEpIMENt CRAP OR SEDIMENt ~ ~ \ EMERGENCY BY-PASS Telephone [phone]
L PREVENTED FROM ENTERING BASM, ALL SEDIMENt SHALL BE COMPACTED LL \ 6" BELOW SETTLED FoCasimile 336.218-8010 ,~~1 X Q TOP OF DAM
C• t~ 16 ANY BTOR~1 pRAINpITCH, OR WATERCOURSE THROUGH USE SOIL OF SANDBAGS;GR,4VEL,BOARDB, OR OTHER APPROVED Q
METHODS. x f3 3 ~ - DETAIL AIC2.3 6, MAINTENANCE -THE ENTRANCE SHALL BE MAINTAINED M A ~ 1/I BIDE SLOPE PROFESSIONAL OF RECORD, ~ \ MAX
pip gCq~ CONDITION WH~H WILL PREVENT TRACKING OR FLOWING OF Q w \ 0 0 / L. ALLAN HLL" P"E.
SEDIMENT ONTD PUBLIC RIGHTS OF WAY. THIS MAY REQUIRE VI 8I of I \ DE SLOPE ~`,urr ea,~op
PERIODIC TOP DRE88MG WITH ADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES \ / NATURAL r~°'' t;I CAR GROUND ~4 N9 0
USED 70 TRAP SEDMENt. ALL SEDIMENT BPILLED,DROPPEp, SEE FOR ~~ESSIp . ~1 N a
WASHED, OR TRACKED ONTO PUBLIC RIGNtB aF WAY MUST BE ~ WxL SIZE REMOVED IMMEDIATELY, ~ 1/I SLOPE FILTER 3 MM, ; ~ FABRIC ?
• " I •
GRAVEL CONSTRUCTION ENTRANCE STONE SECTION ° * ~ ~
i' TYPICAL 'TYPICAL . 1 NE
C.O~G. 8436 FILTER FABRIC T M ORARY SEDIMENT TRAP ll0 YR STORM) q((AN E P
TM~ 1 TEMPORARY DIVERS( DIVERSION DIKE , ACT 3 ~ n' I T SED, STORAGE BED, BOTTOM TOP BOTT. WE R 2002 TRAP DRAMAGE D BTURBED BED 8 ORAGE Y, LENGTH
DETAIL B/C2.3 TYPE 1 PIPE OUTLET EROSION CONTROL DEVICE AREA IACJ AREA lACJ READ. !GF) PROVIDED fCF) DEPTH DIM, IBxL) DIM. BxL) ELE
scALE DETAIL N/C. (SPREADER) L. N/C2.3
NO SCALE SCALE 1 13 13 1340 1316 3~' 11'x36' 24'x48' 81914 6' 1 1.4 1,4 1510 1616 3?J' 13'x38' 45'x50' 811,0 6' GENERAL CaNTRACT©R
q q 8 ~ L PLACE RIP-RAP AROUND 3 1,3 1A 4140 4308 3m' 19'x50' 31'x60' 816,0 8'
PIPE AS DIRECTED BY 10' LEVEL 4 22 22 3960 3996 3,0' 18'x48' 30'x60' 80814 8'
tHE ENGINEER SEDIMENT TRAP
EL. 819,0 - SEDMENt CONTROL SCONE SHALL
BE No. 5 OR No, 61 3 4 DETAIL. E/C2.3 ~
- WIRE MESH SHALL BE HARDWARE - I MATERIAL NO SCALE 0
CLOTH 23 GAUGE MM, AND SHALL EL. 811,0 STAPLED M V 3 PLACE VARIABLE
HAVE V4M MESH OPENINGS, MAX, 4' SEE SCHEDULE FOR ~ PI I M ENCY SPILLWAY ~ ~ PROF LEE ERC~
~0
V4" WIRE MESH -TOP OF MESH SHALL BE A MMMUM WxL 81ZE OF OPE FOOT BELOW TIC SHOULDER = OR ANY DIVERSION POINT, 10' E ~ ~ ~ =I 0 ~
~ FENCE P08T STEEL T/CHANNEL - - - I-I - - ~ ~ 0
- ~ EL.810~ - N ~ ~ -STEEL P08T SHALL BE 5 FT, IN ° ~ ~ HEIGHT, AND BE INSTALLED 1.5 DEEP - - - - - _ _ _III-III:
MM• AND BE OF THE SELF-FASTENER - _ _ _ _ _ - _ =III=III=III- ~ ~ I_I I I_, I I_I I III_ -III III 1 ~ ---===1~- -IJ
n FLOW GRADE FILTER FABRIC 819A7 =1 I=1 I I=1 I I=1 I I_I I I-III-I o~ II 111_111 III _III III _ 'I=====_ ===-Ili-'
- WOOD P08T SHALL BE i FT. M NCDOT TYPE 1 _III- I I-III-III-III_ _ _III- i_I i l l l l III _ _ _ _ _ (=1 I I= I ~ s 3
~ BEDMENI ? FIGHT, AND BE A~STALLED U3' DEEP M AND BE 3" M DIAMTER - ~ _ _ _III III II o I II III III II
FILTERED CONTROL FILTERED TYPE 2 PIPE OUTLET EROSION CONTROL DEVICE SECTION EI W4TER I'-i' VARIES 1' STONE I'-6' VARIES WATER GTION - EMERCxENCY SPILLWAY CRESt ~ ~ ~ I_ I I _ ~ z euRIED I I MML LEY'EL SPREADER' CNEDULE 3
- - P08T SPAGA~a SHALL BE A MIAXMUM (CNA,NNEL) TYP. m'' OF 4' O~G, LEVEL LIP
I EMERCsENCY SPILLWAY oFBPREADER DEBKsN ENTRANCE DEPTH END LENGTH 0 FLOW WDTH WIDTH
SECTION A-A SECTION B-B IPE OUTLET CONTROL DEVICE SCHEDULE P DETAIL L/CZ.3 LEVEL SPREADER cab) r~r) car) crT)
STRUC'NRE TYPE 'W' 'L' d mdx, d 50 d ~x~, 't' 'Q'lcPe)'Y'lfpe) NO 8CA1.E 247 10 0S 3 100 ~
- SINGLE-DIRECTIONAL FLOW MULTI DIRECTIONAL FLOW " I I STR +4 I 10.5 9 11 8 5 18 8,80 0,2 DETAIL. M/C2.3 ~
No SCALE
ROCK INLET SEDIMENT TRAP sTR wa z 5.5' g' 1zM 8" 5'~ >8" I6~ 9Z3
DETAIL F/C2.3 sTR ~Ib I 14' i1' 11' Su 6° 14" 15.16 6,01 GALV, T WAGE SCHEDULE IO YR STORM FREQUENCY s oRM DRA GALV, S1L. EXPANDED
I 1 M N M N 17~ TRABN CC1811rIC11AI DA1A 06lKr! DAtA
NO SCALE POND OUTLET 1 1 3 14 8 5 8 GUAM GUARD TOP b1RIG111E an~1cn11e 10P N NVI:RRT N NV6l1 art PPE >II2E ~ PIPE 81R AREA A1~4 ~ NI@I61iT NFLOW oral RoW I~pIF® ~ ~ PPE FLOW vEl,
DETAIL G/C2.3 M 1- us " ,11'4[1, ME ELEYAiION N?~1 LBIGiN II.OPE IAOIB6) fACAr1) (Nlla (tA61 (CFB) 1fAD (w SLOPE (FP8) 1- VS THK ANTI-VORTEX
NO BGALE PLATE PLATES lGALV, STL.) I DI 63100 x330 oeo 096 6,80 4.41
ISLAND OVER 4AI Eti"8D 101 6,13 C 10-31-02 GEN. REV, I6"BD 04 001
PLACE WPRAP UP $ INLET ~ 81DES OF DITCH w 4 MIN, ~ F oao 0,95 DA0 4,41 B 10-11-02 COUNTY COMM.
= E~ DIVER810N F EL. 818.0 1 DI 6310 a31A6 03111
~ DIKE ~ TOP OF ~ I6"8D 144' 003E 160 881 I6"aD 0038 11,10 A 10-I6-02 GEN. REV. Mk Dote Description
WEIR - _ - _ _ 3 h?1 i160 8140 8118
DA. No, OF 11'1 HOLD-DOWN _ . f ACRES) SLOPE DRAINS STAKES - _ ~ . - _ _ _ X11 Revisions e"eD 6a om19 16m ae1 Ib"8D o079
i ~ _ -
05 I _ - 48 4 PE8 8100
1~ 1 - - •CAeT 6 cl 8401 6361 010 096 Deo obD PRE
~ DITCH ELOPE PRE-~~ 15 3 CONC, RIS GONG, RI6ER 8"aD 610' 007 0,10 086 8"SD 007 3.16
I UZ 1 DRAM HOLE pqM - Z DAM
1~0 4 ~ MLET 1 6u DRAM lT0 RE3'1AM = - 6 W 63466 a3D,0 x346 Ob0 1,96 eeo 4.16 O
CLOSED DURMG 813® I ~I 11= - - I6"aD 40' 001 060 331 9!"8D 007 Db0 ~ -II-III-
ELEVATION hl + PLASTIC CONSTRI,IGTION) I ~I I I=1 I I=1 8336 Q 1 raa a3ae6 a33e y
CORRWATED 8"BD 148 003 060 331 I6'8D 003 614
TOP OF BANK BEYOND PIPE EL. 81z33 ~ I' MM. TOP OF 0,15' Z ~
WEIR - ' T _ I I-I I , EMPORARY SLOPE DRAIN _-I _ , , , = k MN x390 81616 ! E ) W Q i
~ ~ STABILIZED ~=1 ~ ~ ~ I I- ~ ~T DETAIL K/c2.3 .I I ~I I . a CI 8900 6160 060 o!JD 580 331 W
1 3/8" NEOPRENE I6'8D 68' 0006 060 331 b=8D 0005 409 0
~5 WASHED STONE NO SCALE 1° THICK I GASKET
NCDOT 3'-6" Sf~, cl a9oa 61566 87D~6 o,+e o6m o~ bao 1;aa W 9 ~ y
CLASS 'B' STONE ID'80 14' 001 105 D.19 I6'8D o01 D80 O
o POND RISER ANCHOR 1NTo CONC. ~ R COAT u1~PROtECTIVE 1o u 631,6 ~D17 a1D,o1 030 0,96 580 16e
H COALING I6'8D 4' D016 136 1M Ei'6p 0016 6.16 Z
EL. ol~ DETAIL N/C2.3 /C2.3 0,96 Deo o,DD Z O
4' MIN, RISER -SEE ~ E DETAIL N/C13 KCAL II W 831! a1496 614,11 O1o
1' MM, 4' MM, LEVEL SECTION EL. 818 O C.7 la'8D 31' 00015 IM 1.99 - la'SD 00015 5,80 ~
SECTION 4~ MM' EL, 810fA y a u a3LD 814,41 61411 ob o96 5!0 0,55 O
la'8D 64' 0.01 IDD O,D4 18'6D 001 6.30
ROCK Cr-IECK DAM 3 EL, 8110
DETAIL J/C2,3 I r Mil 060 o,9D 5.80 331 W 13 W 831D 61963 813A3
No BcALE - I6'8D 111' 0015 1,15 6,16 18'8D 0015 1,11
I MM. - - 3 M64XSLOPE 14 M4 8390 81063 816,16 i1o33
I 1
14'8D Mo' 0009 7,1D p1i 14'80 0,005 601 J8"x5'-0" 8Q ALUM, PL
3 ~ V8"x5'-0' 8Q A 1 Ma 8310 819,43 x1933
SLOPE Nr, SL ~ FLARED END SE Dote 9- -01 =CARED END SECTION 14'8D OD' 0105 1,15 15,16 14'8D 0,005 601
i PIPE OUTLE PIPE OUTLET DEVICE Dwq.By FINELINE Ced
SEE DET, G SEE DET, G/G12 16 PE8 81693 Ck.By A. H111
EL. 81' EL.811~ _
1L 'J? caw File N0.01-054
EXTENDED DRY , ? 16'SD OIDI'I 7AD I6060 ®,mll 373
DETENTION POND , ANrI-~° NTI-SEEP COLLAR(S) Shoot VIDE WATERTIGHT 1E8 pOZO
A IN 65 LF 6" CMP PROVIDe UWTERTIG CALCULATIONS /SEDIMENT B S coNNECtioN TO BA P [mew" FLOW %ECTION TO BARREL
SPILLW4Y /WTI-FLOTATION 05% CUT-OFF TRENCH N01 NOTE - RCP DENOTES GLASS III RCP WITH TONGUE AND GROOVE JOINTS AND BUTYLMASTIC SEALANT DO NOT LOCATE ANTI-SEEP SD DENOTES CLASS III RCP WITH TONGUE AND GROOVE JOINTS AND BUTYLMASTIC SEALANT OR DOUBLE WALL C2m3
AREA FREWI VOLUME VOLUME DRAIN FLOW ( DESW" M) FLOW FLAU (OUT) TIPS DEUI4TER RISER BARREL LEWsTH BLOCK DETAIL P/C2.3 CUTO LL REIC ERMEABLE NO 00 AREA IACJ REQUIRED lCF) FRONDED (CF) NO 6C4LE COLLARS WITHIN 2 'OF PIPE HOPE PIPE WITH CLEATED LOCKING JOINTS (WI-0 BY HANCOR OR N-12 BY ADS)
50 14,100 16,38 SOILS COMPACTED TO COl 6" DIA, QIO- 231 CFS Q10• 20 CFO 64 FNQS 48" COND. 65 LF S' CMP 10' 4A'x38'x3O' S% STD, PROCTOR DENSITY Jot Y JOINT.

li N ~ Q li ~
51TE DATA Q
~ 1, PROPERTY OWrER ~
GUILFORD TECHNICAL COMI'~NITY COLLEGE ~ ~^W 1°' 41
601 HICsH POMt ROAD ~o ~ P 0 DOX 329 ~ Gr~01JP , Gr~OIJP W
JAMESTpUV, NC ?1?8?, W1TER URIITY SECTION TR URIITY SECTION ~ ~ y
CONTACT DAN SITKO 336-?99-8680 U
_ pEVELOPER ~ ~ ~t - •
JOHN 8, CLARK CO. ~ ~
516 W, FRIENDLY AVE. GREENSBORO, NC ?11-4008 ~ s P~
GGNTACT HENRY MUNN 336-?11-4208 _ _ s sr~r'~'m°'• ~~I ~6 o'~~~m'1•~ 4neo ~ T,Q,~ 0 ~ ~ ~
15 .R. 5 R ~ ~ ~ ~a
3, REFERENCES . 1`p ~ 1 DB, 3121 PG. 1154 / Go 0~'
~li'or DB, 3184 PG. 538 V u , ~N s/r~ - N
DB, 3154 PG. 53? OB, 3119 PG,1481 ~ .,~n4'e _ - - - - - _ I ~ ~~N ARCHITECTURE . - _ ~ I
. :-r` ~ ~ \ I ~
~ ~ c ENGINEERING ~ VICINITY MAP
4. ADDRESS 177''w'e / ~ ~ HIGH POMT ROAD / ~ a
JAMEBTOIUV TOWNSHIP, GUILFORD COUNTY / / 11 North PLANNING I
JAMEStOWN, NORTH CAROL INA / / ~ K~" / /
6. TAX MAP DATA ~ / ~ " EED EXISTING NEW I INTERIOR DESIGN
ACL 1031-8-936-6, -1, -9, -10 ~ ~ - /~i ~ I
/ ~ i. ZONING DISTRICT ~ ~ / I ~ U Buw~ING U 480T-C Ko9er Bo~evord
I• IC AySTITUTION I P PUOL ~ ~ ~ ~ Greensboro. N.C.2T407 ~ i ~ BITUMMOUS PAYING
1 ~ / ~ Telephone [phone]
PROP08Ep ueE YMCA ~ I 1 r1 I ~ I CONC. BLAB OR PAYING I ~ ~ FOCBImIIe 336-216-8010 AI
TOTAL ACREAGE = 150,11 ACRES ~ 1 8. 1 / I 100 CONTOUR ELEYAT~N -f100 -
IMPERVIOUS SURFACE AT ul/?02 = 61.28 ACRES I 1 UNDEVELOPEp LAND = 83td9 ACRES ~ ~ PROFESSIONAL OF RECORDr I ~ 1000 SPOT ELEVATION ~ 6000
52% IMPERIIIOU6 SIJI~ACE ALLOUTANCE = 4166 AG1~8 I 1 I ~ L. ALLAN WLL~ P.E. / I =8" SD= BT - ORM DRAIN LNE Jf" SD
II'~ERVIOUS SURFACE ADDED SINCE W00 = 189 ACRES f3A8~) 1 _ 1 ~ gg I O ~ Q tpu4mtytt
PROP08ED YMCA 412 ACRES l5ldbx) I TOTAL BUILT UPON = 1,29 ACRES f8,B3%) ~ I I / I ~ ~ STORM DRAM INLET C~ tttti
pISTURBED AREA = 112 ACRES 14,190 1 ~ ~ ~~N ~0( . / 9 I -(,T- STORM DRAIN MANHOLE ~ " • ~
I D AREA = 14?,91 ACRES f 9511%) ~ ~D STURBE 1 WALKING /JOGGING TNAIL / / I d ~~,o~ I~ADWALL oR ENDWALL
NOTES ~ , s
1 _ ~ w I 86 - SANITARY BEI~ER LINE BS ~ C t • ~ I ~ - - r S t • _ ` ~ ou're~oe ~Aa, S S SANITARY MANHOLE ' S Q~
I, TOPOGRAPHIC DATA PROVIDED BY GUILFORD TECHNICAL COMMWITY COLLEGE, ~ 1 ~ ~ - - - - - - - - - - - - - /T IG SURVEY LEA6E LME sS a eor: ~ F s5 a eosin, /y{ F • •s I~
P 0 BOX 329, JAMESTOWN, NC ?1?8?, BASED ON BOINDARY OPOGRAPH -i.., - - - - - - - ~ - - - - - - - - - - - - - - - - - ~r - - - - - - - JAMESTOUN CAMPUS, GUILFORD TECHNICAL COMMUNITY COLLEGE, 1 i e I - - - -o CLEAN OUT ~I~ ~"~ese"~
BY MITGHAM / ASSOCIATES, PAr 5916 HIGH POMT ROAp, GREEN8BOR0, NC ?1421, r, ¦ g co co (AN ,,+~CT ~ 1 2002 o I X CRAM LMK t+~tat°°~~
I 1 . DATEp 26rou2, ~ F ~ ~ FENCE X-
01'~tRIC DATA FROM SI~VEY 6Y REGIONAL LAND SURVEYORS 1 v ~ ~ • GE p SPLIT RAIL FENCE - XX - $ ~ - XX - ~ ~ ~
F I I r' ~ ~ : ~ TREE LINE GENERAL CONTRACTOR
3, THIS SITE IS NOT LOCATED IN SPECIAL FLOOD HAZARD AREA PER , ,RM COMMUNITY PANEL 912113 2116 G, EFFECTIVE PATE NOVEMBER 19,1988, ~ oar ~ ~ ~ f'IO~N' .w rtxo~ 'mow 8111 FENCE --o--ea--o
THE 81TE 18 LOCATED APPROXIMATELY 3,122' FROM tHE NEAREST 100 YEAR 1 rose Gd
FLOODWAY. ~ 1 CONC, CURB 1 GUTTER " s
PROPOSED 4, THE PROPERTY IS LOCATED IN THE RANpLEMAN pAM WAtERSHEp fWb IV), 1 ~ ~ - - - - - BLOTTED CURB *1 ~ ~ K ~ n
BUILDING n r r E -w- wArER MAM w ~
~ 1 71,616 SF N M I ----T---- TELEPHONE CONDUIT T V
ZON11~ DATA i I FFE x10,0 ~ , e9 ;i i ~I' I ~
ITEM REQUIRED ACTUAL ~ A i I~ ~ G---- GAB LME G WG elONb ~ ~ , L
vfw 'i ~ 0 ~ ~ i I ' 8 ~ -E - ELECTRICAL CONDUIT ! ~ a. ip
MM, LOT SIZE 42,®20 SF SF T I TH 162 F1 1 MN, LO W D ;i ~ ~ ~ _ ~ , i ~ FIRE HYDRANT Y 7 -
MM. STREET FRONTAGE 102 FT FT ~ r' ` 1 owr 1 f r ~ ~ ~ ~ ~ 0
MIN, 8E18Af.K6 ~ FRONTl80UTH) 60 FT F7 1 S r r , i $ D4 GATE VALVE N .a t $ ~
f NORfiU ?0 FT FT ~ • R1 POET MDICATOR VALVE 8 - U ~ ~ 0~
eroE rEAST) bo Ft FT 1 ~ , ti THRUST BLOCK ~ ,~i Q
61pE (WEST) FT Ft HGT. 42 FT FT zaio r~. I . . . . . MAX, BLDG. re a ~ ooi ~ I nl 3 . r f8 ~ ~ PIPE BOLLARD o ~ Q
MAX, BLDG, COVERAGE ac ~T•e•a~ ;J~ e, ~ I; - Z -?+a,rvrtc~ ~ ? `~Wa.rur+c ~ ~ LIGNTTOLE ~0 (n I
PARKING SPACES ~ ~ ~ TOTAL ?Di ?96 ~ •1°" r' f? ~ ~ -Z I, ~
HL4NDIG4P SPACES 1 1 1 r t d ~ ~ TELEPHONE OR UTILITY ~ 3
f1 bPAGEb ARE VAN AGCE8bI0LE) ~ • f~ 1 I I POLE p I PROPERTY / ROW LA'S 0
~r f w ~ _ . r I ~
~rMUa • ~ ~ T~ I ~ f~ EABENIENT LII~ ~ L I ~ tp
, ~i I ? ~ ~ / ? , i V ~ , ~ ~ ~a. na+r. I - ~ I - ~ - • BOIL CLA881FICATION '7 I • ~ N r~ I
~ ~ i \ ` xur X~P _ _ J 81 ~ a eoRnaeATE LIMIT6
I Rw' Rnr' Rw' i " . ~ OENCH MARK
I~
~0' X~ , ~ , i -~'.Ma~,c \ X ~ ~ T~.~ 1 1+, ?x~ ' I a 0 IRON PM oR PROPERTY coRNER I ,r'` ~ ~
1+ , I f 8 E ¦ BTONIE ~p R ~ ? MARKER OR PROPERTY CORNER
cur' , ~ \ • 1 ?Txw ~ ~ ~ ? I t p ~ I ? a ~ UB CORPS aF ENGINEERS MoNUhENT
sac rTOTaL~ ? ~ ~ ~ ? ~ \ ?ur'41'k'W ? \ ~ • BUILDING WETBACK LME ~ ~.n~, ~ I ® CONK, 81 B 10-31-02 GEN. REV,
\ ~ ritr 1;t • ~ DEW.4LK
w ~ ~ ~ : ~ ~ A 10-16-01 GENI REV. WtUALE
~ rrr ~ + ~ i,~r a ~ Nk t r • ~ w RIPRAP Doe Desc iption
~ <:ff' `'fff ~y ',~t e ~
~ \ ~+'t;• ~ A Roue cHEUC DAM Revisions / ~ ~v
~ ; l t+: ~~Fir • ~'ff~f' J ` 0~ TEMPORARY DIYERSICN DIKE 1 1 1 r~f+7; ~ ~ ~ ` A
•?e / 4 ,fe ~ ~ S I 3 it n ~ i EROSION CONTROL MAT
~ ? f tir';tr . I r+tfff~r ~ ';1 't:,rlff !±ie. ? I CANOPY TREE
'y, ~ t„~t;F i ~i ~ rtr ? ~i+2fr ~ 'fff ff ~b ~ I O(
? ~ 'J ~ ? I ~ ` I
~h R. qty ~.i!?r ~ ~ ` ~ i `t ~ ` ? I
RA1. eLOr! ? ~ \ ~ ~
T+k ~tl ' dm~ . Fl101CG110N ~ i TTMIQI I Z ~ \ ~ ~
1 ? ~ ~ I
GTCC ~ ~ I
ZQED ~l ~ P• IOI PG MI ~ ~ ~1 ~ ALG 1091••~~r ~ ~ \ i° ~ ,I
~a. I Ip~
{ \ ~ , 8 ~ ~ ~
8 ~ ~ y ~ ~ ~ ~3r
~ ~ \ ~ ~ tJ
~ ~ a
0 J
O7 c ~ ~
-T W ~
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~ ~ ~ ~ ~ t
a A
Q 1 ~ ~
~ ~ \ $ e
0 J ~ ~
i
~ ~ '~w ~ ,
d ~ ~
? r~~ Dote 9- -ra?
~ ~ ~
~ Dwq.By FINELINE Cad
GRAPHIC SCALE `mwoy A. "III
~ File No. 01-054
~ ~ •o ~ ~ ro no 740 Sheet
a q MONUMENT "=Y'*
N•rtIE991J45 FEET r r ( If FEET
.I 154.131 ET , E .179. FE I HICf'1 ¦ (f® n. EL-&%.% FEET LJ

1 \ ~ _ I ~ / -I
I _ _ ~ ~ I I ~ SITE DATA o
~ ~Q ~ ~ D I LEASE LINE S51 19' 3 E 805.14 0 20 TER FAD, I ~ cn -I ~
- - - - - - - - - - - - - - - - - - - - - - - - - ~ - - - - - - - - ~ - - - - - - - - - - - - T. - - - - - - 1 il) ip T ;p I - - I - - ~ I, PROPERTY OWNER ~ - - ~ GUILFORD TECI-MICAL COMMUNITY COLLEGE
9 r I n I I ~ 601 NKtN POMT ROAD
1 ~ ¦ ~ ~ ~ ~ " P 0 BOX 309,
~ 3 4 ® I - ....H~.. I 169b1' ~ - 1 _ _ , JAMESTOWN, NC 11181, W V I I ~ I 3 CONTACT DAN SITKO 336-199-8680 ~1
r . - I - ~ i _ u
~ ~ ~ n I ~ - i ~ I " ~ i i I " v 1. DEVELOPER
h ~ ~ 1 I m ~ I i i i ~ ~ JOHN S. CLARK CO. ~ I ~ 816 W. FRIENDLY AYE, ~
~ B' ; 8' XR1R 1833' h ~ ~ I ~ ~ I ~ ~ I ~ I ~ ~7 _ ~ I ~ GREENSBORO, NC 111-4008
~ ~ ~I ~ Cs48 METER I 'I ~ - - - _ _ ~ CONTACt HENRI' MUNN 336-111.4008 sr _ -170:14 v ~
Slbl 116.16' (QLD) N. OLp/ N5 '55 W ~ 3, REFERENCES Rp
i v 1 ~ v ~ 19.31 ~Q D$. 3101 PG, 1184 ~ ~ ~ ~
~ DB. 3184 PG. $38 R, 1 D$. 3184 PG, 831 D
~4 4.4 4~4 ~ a,~ ~ DB, 3119 PG, 1481 NIGH S~ 1",E
I 14' ~ 24' ~ 19' 19' 24' I ~ ~ ~ PB.101 PG. 001 p01Nr ~ ARCHITECTURE
1 ~i ~ 4, ADDRESS
1 ~ 18 I ~ 1b W 533 ~ 14 I 1 lb ~ ~ NIGH POINT ROAD
~ I I ~ r, in ~ JAME810UJrl TOWNSNIp GUIL VICINITY MAP E N G I N E E R I N G I ~ FORD COUNTY I ~ JAMEBTOWN, NORTH CAROLMA
I ~ 4 . ~ ~ `^1333' ~ I • ~ North P A I ( = L NN NG
,1 ~ r rr ~ ~ 5. TAX MAP DATA
rl ~ I 1~/C SKoN9 _ I - Ac ,03,- - - - ND L a 936 6, -9, -10 EXISTING NEW v INTERIOR DESIGN
'y I vAN ACCESSABLE ~ ~ n , I ~ ~ 6. ZONING DISTRICT
~ WC SK,N ~ I _ a _ I I ~ ~ PI- PUBLIC MBTITUTION U ~,f BUILpMG LJ 480T-C Koper Boulevard u
~ ~ _ , I $ Im i- _ _ " Greenebor0. N=C.2T40T 1, PROPOSED USE YMCA ~ BITUMMOUS PAVMG
elephone 8282 - T 336.218-
I 't 114b1' ~ ~ can l8' 8' in T , r ~ ' ~/_v I . ~ 8. TOTAL ACREAGE = 150.11 ACRES eLAB oR PAVMG Facalm0e 336.218.8010 IMPERVIOUS SURFACE AT VV200 = 618 ACRES _ _ _ _ _ _ _
1 r ~ ~ i ~ ~I10 `I ' I ~ i• 5033 , ~ I UNDEVELOPED LAND = 83149 ACRES -IB0 C~OUR ELEVATION ~100-
~ ~1 ~ I 60x IMPERVIOUS SURFACE ALLOWANCE = 41b8 AC PROFESSIONAL OF RECORDI RES • SPOT ELEVATION ~ f IOOO
1 ~ h 0~ ~ ry I\ b0 1` ~ al I ~ 159.61 n - ~ 4' - Oa 14' ~ , ~ ~ IMPERVIOUS SURFACE ADDED SMCE VV00 = 1b9 AGREE (3,48x) L. ALLAN WLL. P.E. ~ ~ PROPOSED YMCA 410 ACRES (505x) =8.80= BTOIr1 DRAM LII~ -8- SD- ~®~tu~~aeq~~
( ~ ~ ~ ~ I I~ TOTAL EsUILT UPON = 1149 ACRES (8.83x) CA ~~~i
22 ~ D P.I. ? ~ I ; 10 DISTURBED • 1 aTaRrl ~ RO( AREA .10 ACRES (4,19x) ~ DRAM MLET 0 / g~ N
PG 001 ~ 141•° ~ I; UNDISTURBED AREA =141.91 ACRES c98s1x) p ~~~EE$$I `y.'9 ' STORM DRAIN MANHOLE © 1 ~ ~ •
1-B-936 I ~ I 0 ~ . ~ ~~aj ~ ~ iQ i `3 9 fie, I , Q' ~ iv ~N Q' ~0 I' NOTES 14:ADU14LL OR ENDUTAI.L •
I WC BKsN ~ D PVMT, ,I ~ ~ ~ n H,p, PvMT. I ~i r • •
1 ~ . ~ Ib' w' I , I R, rJ I s Q' b . ~y...... R'''..... 1,10POGRAPNIC DA1A PROVIDED BY GUILFORD 1ECNNICAL COMMWITY COLLEGE, SANITARY SEWER LME 88 ~ ! i P 0 BOX 309, JAME810WN, NC 1,?81. BAKED ON BOl~lp R I •'~y
p 6• , I I ARY OPOGRAPN C SURVEY, - S - SANITARY •f NE•.•' MANHOLE f ~ as•s ~ ~ JAMESTOUN CAMPUS, GUILFORD TECI-LAICAL COM'1UN1TY COLLEGE ~ . • - ~ r
I 0 gg Rg R 9 Rb R I ( ~ 8Y MITGHAM t ASSOCIATES, PAa 5918 HIGH POMT ROAD, GREENSBORO, NG 11401, _ - - f'f ~ A N ~1 ~ W DATED 06/01/01, CO CLEAN OUT ~ us~atn'~
~ I 24' 24' 19' ~ . i 19 24 y re' ~ , - CCT 31 20~ -X- CRAM LMK FENCE X
?N 3.0 19 ~ I i ~ ~ 1. GEOhETRIC DATA FROM SURVEY BY REGIONAL LAND BURvEY0R8
~ RETAINING: 12 1 1 I I ~ ~ - XX - SPLIT RAIL FENCE - ~ ~ XX - 3. THIS SITE IS NOT LOCATED IN SPECIAL FLOOp HAZARD AREA PER F.I.RM. ~
i'~ i~ ~ ~ ~ II I ~ ~ I ~ LD. PbMT. I COI"IhINITY PANEL 310113 0116 C, EFFECTIVE DATE NOVEMBER 19,1988. TREE LINE GENERAL CONTRACTOR
R626, :R694 ~I I THE SITE IS LOCATED APPROXIMATELY 3,100' FROM THE NEAREST 100 ~ ~ YEAR SILTFENCE -~-o-~
~ I wFrL y . - I~ 9 ~ 10 II II 12 ~ '4NDg ~ ~ 'R1 By I 1 FLOODWAY,
i R I \ _ 4 e0 CONC, CURB t GUTTER I 4, THE PROPERTY IS LOCATED M THE RANpLEMAN DAM IU4TER81•ED (UJ8 IY),
Sg,• NI R814 RS16 R938' ~ ~ . ~ ~ M / g ~ . ~ m N T , ~ - - - - - SLOTTED CURB
r~ ~ ~~I , - ,qM ` ~ I ~ 1000 _ \ 'Q ZONING DATA -W- WATERMAM W
~ ' sm ~ x I k~ I 1 ~ I R 0 ----T---- TELEPHONE IT U
~caC v , ~ " I I v ~ I CONDU T 3 ITEM REQUIRED ACtl~41.
~ I o~ G---- GA8 LINE ~i ~ MIN, LOT SIZE 40 SF G ~
~ ? 1 I kyz Rio a~. - X00 ~ ~ O ~ , 0 MIN. L01 WIDTH 150 FT -E- ELECTRICAL CONDUIT E ~ a. ip
~ MIN. BTREEI FRONTAGE 100 F1 FT I ,Y O _ ~
. _ ~ ~ MM. BETBAGCB ~ F RE HYDRANT 3 - ' FRONT (SOUTH) ~ ~ O ~ 50 FT FT
61,30' 1 5 ~ ~ 6 105,0,0 ITOT,4L) - ~ ~ I ~ GATE VALVE N ~ ~ ~ REAR !NORTH) 10 FT FT C ~
~ SIDE (EAST) 50 F1 FT T 1 - O- Poe MD cATOR VALVE e - V SIDE 1WE81) 10 F1 FT O S
~ ~ LD. PvMT. 9 I ~ MAX, BLDG. HCsT. 40 FT FT THRUST BLOCK ~ S ~ Q ~
~ a ~ R4' MAX, BLDG. COVERAGE ~ ~ L
N. ~5 9 U/ ~ ~ M ~ ~ ~ p' Rg R: a,31, J PARKING SPACES ° PIPE BOLLARD c -i--~ ~ O O TOTAL 156 156 - f- z
330,0, ~ ~ ~ ~ a a I ~ \ I Q'~• l ICA ~ LiGH1 POLE ~G ''nn = NAND P SPACES 1 1 V l
~ ~ ~ , ti ,p 1 ~ ~ ~ A (1 SPACES ARE YAN ACCE881BLE) 3 I `0~ TELEPHOP! OR UTILITY POLE ''Ca O
S l ~ I - - - - PROPERTY /Row LME ~
Q~
EASEMENT LME ~
~ I \Q ~ - ? - S01 I ~ ~ i L CLASS FICATION
J 3 iv CORPORATE LIMITS
s ~ 'PF ~ ` c o ~ ~ ~ BENCFI MARK
~ N
~ Q IRON PM OR PROPERTY CORNER 0
~ Q STONE MARKER OR PROPERTY CORER
Hj3, ,c; ~ ~ I US CORPS OF ENGMEERB MOWUhENT
rya /S, r;•'~~•;•;'; ~ ~ ~ ~ I
s~ w ' ` `~r \ ~ ~ I s~$~s ~ ~ ~ r \ 1 BUILDING SETBACK LME - - - - - - -
•,Y;~r~g PERM, SLOPE ~ I ® CONC. SIDEWALK B 10-31-01 GEN. REV,
m PROTECTION ~ ~ ~ I , . 8U~41.E _ A 10-16-01 GEN. REV,
N S8 S' 9„ - ~ . \ MATTIN(s ~ ~ ~ ~ I w w ~ ~ I ~ Mk Dat ri ~ RIPRAP a Desc ption
I
? ~ ~ I ~rcc ~ ~ RocK CHECK DAM Revisions
~ ~ ZONED P.I, ~ ~ ~ ` ~ ~ TEMPORARY DIVERSION DIKE
PB 101 PCs 0Dl . ~ ~ ALC 1031-8-936 ~ ~ ~ 1 ~ EROSION CONTROL MAT rvN
c ~ ~ ~ I Rti, ~ \ ~ 1 • CANOPY TREE r
~ ~G j`~3, ~ ~ ~ ~ 3i~aS0~ ~ ~ ` It 3- - d~U dp~0
~ ~ ~ ~ 1 Aco~
~ ~ ~ ~ ~ ~ \ ~ ;n'~" ~"a
~ \ I \ 1 \ U" ~ J~ ~
~ ~ ~ ~ ~ 1 ~ \ 1 ~ 1
1~ ~
I ~V ~ . s~ ~ ~ ~ I p'
\ z
~S \ LANDSCAPING DATA
~ a
PLANTMG AVl's. CANOPY TREE UNpER8TOR1' SHRUB
~ ~ . ~ ~ • . AREA TYPE WIDTH RATE TREE RATE RATE W
~ d " ~ a ~ ,F~ a
~ \ ^0 904 61 „ ~ Q~~ EA$T STREETYARD 8~ 1/100' 11/100' ~ „ ~ SOUTH BTREETYARD 8 1/100' 11/100' y
~ -tie as-, ~ u " ~ ~ F ~ ~ ~ N WEST TYPED 8' 1/100' 18/100' ~ U ~ NORTH TYPED 5' 1/100'
v ~ ~ 181100 J PARKNG PARKNG LOT WA VII SPACES
~ ~ ~
s ~ ~ 's ~ THIS IS A CONCEPTUAL LANDSCAPE PLAN, 15° ~ pIP
B CANOPY TREES MUST BE A MMIMUM OF EIGNt FEET NK;H AND TWO MCHES M GALIPEIe hEASIJRED SIX INCHES ABOVE
0 a GRApE UJNEN PLANTED. a
UNDERBTORY TREES MUST BE A MMIMJM OF FOUR FEET NksE{ AND 01~ MCN M CALIPER MEASURED 81X MCNES ABOVE
~ GRADE WHEN PLANTED,
~L ~ ~ 'a3 ~ \ '43 ALL APPROVED 81-M~1J88 SHALL BE METALLED AT A MMIMUM SIZE OF IB INCHES, SPREAD OR NEK~HT WHEN PLANTED,
~ ~"W 1~ "Yll ~ ~
U ~ ~ ~ T1~ APPLICANT MUST SUBMIT A DETAILED LANDSCAPE PLAN (WHICH DEPICTS THE PLANT TYPES AND OGATI L OHS) W THM 90
' ~ L DAYS FROM THE ISSUANCE OF THE BUILDING PERMIT fOR REVIEW aY THE PLANNING DEPARTMENT, THE LANDSCAPE PLAN ~ MUST BE APPROVED BY THE PLANNNG DEPARTIrENT PRIOR TO RECEIVII~s AN INSPECTION FOR TIC CERTIFICATE OF Date 9- -01
~ry ~ ~ 2 OCCUPANCY,
~T nW., Q., ~ui~i ui~
./wy.Y] nI~GLII~G VOGi
~
GRAPHIC SCALE Ck.By a, win File No. 01-054
10 O 10 40 eo tip
Sheet
l M FEET A
,v 1 xxh = 40 ft.

~ ~ --1- ~ ? HYDRaAlT 1 8"x8"x6" E + 1
u-r-, I', b GATE VALV>,~• + 8 REDUCER' ~~~I t - - I 1 1 I ~ ""\,1-~ ~L.\ -(841)---- vAL 1 ~b~ I f _ 11`L . VE BOK ~ 1 1 ? ~1. 1 , - ' I , 1
, , ' TELE RVICE , ' i `4
- -1878) ~ ~ . . ~ . - I 1 I ELEG BERM E ~'JTE D14TA uT ~ °
1. 1 1816 ? 1 1 I -(838) L -j- ~ I~ ~ ~ PROPERTY OU,NER
~ / ~ 1 1 ~ .:(:?9- - CO 831 T b~~ ' I 1 Cm •(838 "Z`0 ? - ~ i. ' ~ GUILFORD TECHNICAL COMMUNITY COLLEGE ` ~ 8 U! 601 HIGH POMT ROA
~ 1. '1 8 ~ f ..,873,i~!'. 811,60 ? ~ + 1 + ?I 1 1 ~ , ~ 1839) 1 ~ ? I ~ D W
I ; I I I/ ~ ~ -(838) 4 ? 111 ~ _ P 0 SOX 309, ~ ~ 8° T 'MG EEVE ~ III I JAMESTOLLN, NC 21281, W
+ II 8 1 I I I 1;1 ) 1 ? -NI 1 I H I II AND AI;VE I I ~ I I CONTACT DAN SITKD 336-199-86 y -~I ' I I ~ ~
/ I 1 1 1• 1 I I. I 839.98) ~ 1 (~~,78) 1 I 1 1 I i , , ~ I (839.98) ~ ~ ~ ? ~ + - ~ ~ + 1 ~ ~~sd) 1~ 1 1 1 I ~ 1 I ~ ~ ~ I I n I 1. DEVELOPER
~ ~ , I, ~ i i; i I 1,'1 i I7" PVC POOL w ~ ? I I ~1 1 1 1 1 ~ h1 t ' ? 1 I I 1' I r I~ , I I I ~ JOHN 8. CLARK CO.
~ N I 1; I I ~ DRAIN 1.0% i I 1 ~ . I 4~ 1 r 1 1 i I (839.98 ~ 11 ~ ,I ~ ~h1R ? _ 1 ' II I I I I •J , I I I ( ~ 616 W, FRIENDLY AVE. ~
i 1 F 1 , 1 1 1 I 1839.6) ~ ~ 11 t I , 1 1 1 'Ca,48 METER POOL DRAIN t; 1 ~ _.lii I I I ~ - ~ _ _ ' a ~ I I GREENSBORO, NC 111-4008 I - it , I I CONTACT HENRY MuNN 336-111-4008 S _ _aa r I t
I I I I '~1 I I I . 1.'' 1 1 1 1 ; 1 1 1 \ MANHOLE ~ 1r 1 1 e 1 16.76' lOI+DI ' 1 1 ~ , v g1'IS'55"W I ~ OhDI ~ I I I RO
11 ~I I ;1 1 1 I INV, 836 - ~1 1 ~ (SEE PLUMB.) (839.98 1839,3) ?1 1 3. REFERENCES O app 1 1 ' , \ 9.31 1 D$ 0 PG.1254 ~
1 1 1 1 f, I , 'd 1 1 I I 1 1 1', 1 1 1 I \ 3° DOMESTIC T + I 1 1 1 ' ~ I D$, 3184 PG, $38 111 1 ~ II
I I 111 ~ ^ I ~ 111 1. I ~ ~ 111 , 11 I 1 I 3 COPPER iU4TER LINE 1 I I I , I D$. 3164 PG. 632 ~
I'' r?11 I I '~I I 1' I I ,r M I • " ~ 1 11 I I • I I 19 I I. I I ''7 I/7 U~4TER I I ? ' ~ ~ I METER „ 11 , I D$. 3„9 PG,1481 NON S/T,E / ' ~ I 1 I; ~ P$.101 PG, 001 INT
1 1 1 I I 1', 1 1\ II`I•METER BOX ? 1 1 p l l I ~ 1 1 1 1 1'I I I 1111 ' „11 I ~ ARCHIT T R E C U E n11 , ~ I
~ I I t, I I \ 1 1 7 UZ! RPZ BACJCFLOUI 1 I n l l 1 1 1 r, ',1 I \ 1 11 1 1 • 1 1 1 1 ' \ PRE11!ENTOR 1 1 1 1 „ , , ~ ~ 4, ADDRE88 I1 ~ ~ , < ~ HICsN POMT ROAD
W 111 1 c I 1 I 11 I 1 1 I I 1 I f, I , 1 I III I . I I 11' , I I•• 1 ` \ 838,8) JAr~aTOLLN rouMaHIP, GUILFORD COUNTY VICINITY MAP E N G I N E E R I N G
1 , 11 , , I I . 1 , I I ~ 1 ' (8398) 1II 1 I 1: 4 . ~ 'CJ ( ,III 1 f 11x1 1 I I I. 1 1 I \ \ ( " ~I ' 1 1 1 ' , I ~ JAI"~BTOWN, NORTH CAROLMA ,111 ,,I I
~ I'. 1 1 'III I r 'I ~ I` i i ''1 1 I ~ ~ ~ ~ ? ~ , , North PLANNING ~;1 i i i ~ 6. TAX;MAP DATA
I I I I I' ? I I 1 , m, I I / N I I I 1 1 1 1 ~ n`il 1 1 ~1 1 1 I ~ I , ACL~ 1031-8-936-6 -1 - - LE 9 E ND 1, 1 ~ ~ I - ~ EXISTING NEW
I~ (83.98) I I I I I I I~,I 11 ~ ? I ~ ~''1 . I' 1 1 Y 1 1 \ 1 rr~ ~ ~I~' ' I~, INTERIOR DESIGN ~r~ t I 6. I 2ANMG D STRICT
(819!11) I; 1 1 4 1 1' 1, 1 ~ HYDRANT ~I ~r(" ^ I I '~11 1 ~ r, I I I I PI= PUBLIC NBTITUTION U
• A ? 6 GAT V I I I I 1 1•, I n E ALVE I? I 1 'I I 1 1 1 11,0 ~ ~ ~ IN VALVE BOX . l , ~ 1 , ~ U BUILDMG LJ 4807-C Koger Boulevard - u
, 1 1 1 1 1,+91 I 111 , \ _ li 1 I I 1 1 I r,~ . ~ ~,I ~ -wry/ viii', ' " I Greensb r 74 III 1 1, PF80P08ED USE YMCA o 0~ BITI,MMOIJS PAVING N.C. 2 O7 v v*U'~, ' ~ Tebphone 336.218-8282
I I I I 1• I ~ (839.98) ~ 1 1 '1 (839.98) (839.98)x. , ~ ~ I 1 I'• ' ' ' ~ ~ a, Tor~u. acREA1GE • 160,n ACRES carc, SLAB oR PAVING I , I'• I Focgimlle 336-218-8010
~ I I' I ~ 1 I I 1'. lei III' + ~ + i 1 1 '.1 1 1 1' I + 1 1 1' III 1 ~ I R+noue , ( ~ ~ ' SURFACE AT UII200 61,08 ACRES . - - - - CONTOUR ELEVATION -f IB,p -
~ I + ~.1, i 1 11 I 1 1 ( 3~m6) 1` I I I ' ' ' I - ~ UNDEVELOPED LAND • 83149 ACRES ` III I I I 50~ IMPERYIq)g SURFACE ALLOWANCE = 41,66 AC s PR ~ RE , mam OFESSIONAL OF RECORD
r ~ + . , I (83833 I 1 1 v'~, ~ I ',I I I'J I 11 I I I !~i ;(839b) / I ~ I I I SPOT ELEVATION f 1000 I 1 I I IMPERVIOUS SURFACE ADDED SMCE VI/00 • 2.89 ACRES f3,48Xr) ~ L. ALLAN WLL P.E.
. \ 1 11 1~ 0 , 1 1 1 I I I I 1 V~ ~ III ro I PRQ1°OBED YWCA • 4?0 ACRES 1568) =8" SD= STORM DRAM LINE -8• Sp- ~plnullq/ ' I ' 8 I TGTAL BUILT UPON • 1~9 AC S ( ~0 , 'B
+~4`' • I', f 6 I + 111 1~1 \ + ~ + ~ I ~ , 1 1 III II RE SS3 ~ ' I' I 1 ' DI5`(URdED 0 SN L~RQ ee, , , AREA 1,20 ACRES (4.198) ~ STORM DRAM MLET ~ e
D P.I. ~ 1 ~ ~ f i 1 1 1 PG 001 ~ I, ti , ` ~ ,(8383) .1Z) 1 i 1 ~ ? I , ; UNDISTURBED aREA 142,91 ACRES (96a1~) ~ r° . ~ .
1-8-936 ` + ? + ~ I 1 ' 1 ' I ' I I I STORM DRAMMANHOLE ~ ? 1 I 1 I I ~ . ; ,NOTES ? •
? . + ~ . ? _ - ~ , 18398) I I 1 ? . , --1838)•---a~¦.+r = ~I ~I ~ 1 ~ ' ~ ' i ~ 1 I I HEADWALL OR ENDWALL ^i', ~ w .i ~ ~ 1
\ ? ? ...(836)' -'t - ` L • 1 I 1 1 ) ? . ~ ~ 0 -1834)• I J (8 ' 1 . < I ~'1. TOPOGRAPHIC DATA PROM I - -se - - ~ 5 8 ~ ~ I 1 ~ to DED BY Gu LFORD TECHNICAL coMMwITY COLLEGE, SANITARY SEUIER LME 88 ~ .
1 ~ . ~ 38.17) (83 ?.I 11 JK- ` ~ 11 I ? 8388) I ~ i ~ i ~ P O BOX 309, JAMEBTOLLN, NC 21282. BAKED ON BOUNDARY/TOPOGRApHIC SURVEY, yC1 '~,~4•' 1 I I I - - ? .a N Q
`'(817 ~..-.'r. l8 \ \ ' ~ ^ 1 I I I I 1 ..T~ ~0J\? \ `v i~ 1111 1 I J STONN I S SANITARY MANHOL . ( I I I I ,arE CAMPUS, Gu LFO~ 'TECHNICAL corIMUNITY COLLEGE ~ E . , 1 1 1 1 I/ I_ I I ee ~t T A N t~1~~ a~ BY MITCHAM t A880CIATEB, PA,, 5919 HIGH POMT ROAD, GREENSDORO, NC 21401, - ~
-(8 (818)--~~ `~'r ~ u ~ ~838A) (8389 I 1 11 / i - ~ i \ 1 1 I I I I ~I ~ DATED 06/0V01, ' - CLEAN OUT --o ,,,I,Ip11 T 1111 / I Iq CO CO
1111 , ~ lI ~ I 1 , ~ ~ 4 2. GEQI'E;TRIC DATA FROM SURVEY BY REGIONAL LAND SURVEY -X CHAM LMK FENCE -X-
1 \ \ ,III •aN1/,OUT805,13 Ill i 111 I oR$ ~ I > 1 1 I - I I ~ - XX SPLIT RAIL FENCE - XX -
I ' I ' I 3. THI8~,81TE IS NOT LOCATED M CI F I I SPE AL LORD HAZARD AREA PER F,I,RM, 111 ~ I
370 LF 8 PVC ~ \ ~ ti ? I I I , ' ~ ~ III , I , ~ ( ~ COMMUNITY PANEL 310113 0116 C, EFFECTIVE DATE NOVEMBER 19,1988, TREE LME ~ GENERAL CONTRACTOR 1 I I TIC SITE IS LOCATED APPROXIMATELY 3,100' FROM THE NEAREST 100 YEAR
~T ~ vl 81 I I I I I FLOODU4AY, LT FENCE --o----o--~
1 I 1 , 1~ I I a0 I CONC. CURB 1 Gu I 4, THE PROPERTY IS LOCATED M THE RANDLEMAN DAM UI4TERSNED (LLIB IV), TIER
11 I ~ , 1 1 ~ ~ I .1 I I , ~ 1 - - - SLOTTED GJRB
, ~=i`' •,9 ~ ` 8341.. .1 1 'h 111
111 1 I 1 1 W ~ i ~ 1 , 1 WATER MAM W I, 1111 I 0
1 1 '.1 1 1 I I ----T---- TELEPHONE CONDUIT T U 11 '111
/ ~ . 34.6) ( I 1 y 1 1 ~ • ~ ~r' ~ ~ 1832,38 3) (8~? • 1 1 , r, l i 1 1 1•,11 ~ ~ , , 0 • G---- GAS LME G ~
• a ( • / _ ` 1 • 1' . ? (836 , I ? I'.I I'. I 1 I ,1 L 1 1 r.1 c0,
• • • • ~ m 1 1 1 1'I ~ I ----E---- ELECTRICAL CONDUIT E ~p 1 1 1 , ~ I ~ ~ 1 ' 0 1 1 1 ~ 1 - C
1 1 1 1 I I ~ FIRE HYDRANT Y - :1 ~ 1 1 11: ~ ,
6130, ~ \ ~ * ~ + ~ ~ ~ ! w I I 1 i I,1 ~ ~ l7 0 1 ' 1 I GATE VALVE N • A 1 1 1' I ~
105.00 ~ \ . \ ` ~ a ~ \ . I ITOTA . ~ . I r ;n I 1 i L) _ 0 1 N45•41'~~~w \ ' r~'?8~ I ~ ~ ~ I , ;rl I I I I J•nl 11 r, ~ ( C X10 e ;1, I I ~ F'08T MDK:ATOR VALVE - V
\ ~ ~ 6~l h •1 49 ~ ` 111 I ~ ? ~ t, O 1J ~ ? 1 111 i t I~I ~ I 1 e Os
,11 , I THRUeT oac ~ 1 I 1 1 „ 4 ~
k. X49 ~ 1 ~ Ra 4,31, ` ' ~ , I I 1 1; 1 I 3 I o s ~ I I , PIPE ~ BOLLARD o ~ p 0
, I 1 , , , 1 ~ LK+NT POLE •o
.1 ~ _ , , ? ~ ~ ~ 1. ( 1 1 I. 1 ~ TELEPFIOIi OR UTILITI' POLE 3
i~',ii 1~1 ~ I I 1 I 1 0 1 I
. i•, 1 ^ - - - - PROPERTY /ROW LNE 1 I ~ 111 I 1
. 1111' ~ EASEhBr~T ~ 111 II ~ LNE E
, 4S, ~ ~ : ; ; \ 31,88 t r i" I ~11,j .~1 ~ ~.1 1 1 I ~ ~ - ? - SOIL CLA~IFICAII 1 ON -7
1111 , ( e 1 :1 1 - - J
8 \ ~ 11 I 1 coRPORaTE LIMITS .1 ~ I 1 ~
~ I 1 ? d1 I 1 1• ~ iv ~ I ® OENCH MARK
1 I` 111 ~0 I 1 1 1 , ' 1 ~ ' ~ ~ IRON PM OR P1101°ERTY CORNER
. / ` ( I I ? ~F''' ` I 111 , ~Y I 1 1 ' ~ ~r 1 1 1 1 a I STONE MARKER OR PROPERTY CORNER
~ ,1^ 11 'I ,
I 1 I ~ US CORPS OF ENGNEERS MONUMENT 1 1.. I
I 1 I BUILDMG SETBACK LINE -
\ ~~a. ~ , / \ 1' ~ ~ ~ I I1j 1 1~I I 1 1 / I ® CONC. 81DEW41JC B Im-31-02 GEN. REV,
/ ~ \ ? ` ,:i rERM, SLOPE ~ I i ~ + r • • ? PROTECTION ~ / / I Ir (
~ N S8 ?9„ MATTING \ , ~ , / / I ~ , I I BLLIALE ~ A 10 16 ®1 GEN, REV, / e ? .I
I I l- . I a, RIPRAP Mk Dote Description
'~o ~ ,1 '.1 I , \ \ , •I 1 1 I , I.. , 1 , 1 Rouc CHECK DAM Revisions
ZONED P.I. \ ~ \ 1 , I , I , , TEMPORARY DIVERSION DIKE
, P6 101 PCs 001 \ ~ \ ~ \ i '•I I P ,
ALC 1031-8-936 \ ~ ) • ti, ~ , I EROSION CONTROL MAT Z
, ~ 1 ~ , . I CANOPY TREE
• ? + ~ • 3. ' -I
I ~ ~ ~ s ~ ,1 , ~ ~,e, ~ ~ 1 F
. ~ \ ~ • ,I , , I rs ~ \ ~ , ~ \ \ 1 ~ I I
• \ a ' ~I I Z a I UTILI Y T
I ~ • ~ , , + T NO ES I O I-
`e \ ~ , , ~ I,I ~ I 1 1, 18T 11 EX NG uT L T1ES aHO1w aRE FOR REFERENCE ONLY. ~ ~ f cONTRacroR S144LL VERIFI' WITH
1 ~ \ I ~ s ~ ~ UTILTTY COMPAN~8IHE EXACT LOCAT 81ZE ~ a ION, ,AND DEPTH OF UVDEIiGISOUNp UTILITY LIMB.
, I ~ ~ ~ , II W ~ ~ W ~ 2, ALL uT111T1' a ~ I W TRIJCTUREB (MANHOLES, POWER POLES, ETC.) VISIBLE AT THE GROUND
\ ~ ' / \ ~ ` , , ~ ~ SURFACE WERE FIELD LOCATED. THERE MAY ' ~ DE OTFlR UNDEIiGROWp UTILITIES ON THIS
I , \ ; SITE wFIICN ARE NOT Q O I BFIOUAJ ON THE PLANE.
I \ , , Z 3, SEE PLUMBING DR,41UNG8 FOR CON~ECTIgrB TD BUILDNG SERVICES, ~ d.
, I ~ 3. Nr~ 3. ~ I a
~I ~4~ / ~ ~ a1 ~ r ~ ~ 4. ELECTRICAL, TELEPHONE LI 8 a ~ NE ,AND GAS LINES SHOWN FOR CO-ORDNATION ONLY, SEE ELECTRICAL PLANS FOR SITE LKaHTNG, TELEPHONE AND 0
, ~ \ ~ n / \ • N 9 n ~ ~ POUTER LOCATIONS. SEE MECHANICAL PLANE FOR GAS SERVICE CAVJECTIq~ AND 0 W N , g GAS METERS.
Y' "1 m~ l~ . u • _
.I t ~ a; I 6. ALL uATER LII~ u OF SANITARY OR ST ' I ORM SEWERS SHALL PROVIDE A MNM'A~M VERTICAL I y ' ~ ~ I BEPARAT ON OF IB .
~ • I " ~ 1~
I 1 6, snE utu.ITY CONTRACT ~ ~ W I OR WORK SHALL TERMINATE AT 6 FROM THE BUILDMG. ~I . 0
I , ~ s I , 1 P1P N ~ 1, CONTRACTOR SHALL MCI.UDE IN HIS BID THE C08T FOR IWNER NSPECT SELLER TA bN, P Q
I ~ • o a FEES, W4TER AND BEUIEIe MSPECTION FEES, WATER METER, CAPACITY USE FEES, ~ ~
~ • I ~ ~ • ~~J CONdECT10N COSTS, AND BONDMG (IF REQIIIREDJ„ C
. ~ t/ , I ~ ' 8. SEPARATION -INSTALL WATER MAINS AT • ~ ~ LEAST 10 FEET LATERALLY FROM EXISTMG OR
I ~ , PROP08ED SEUIERS, UNLE88 CONDITIONS PREVENT A ID-FOOT ~ ,~43 ~ FOOT ~ SEPARATION, WHERE A 10- C
~ / ~ I ~ / TERAL SEPARATION IS NOT PROVIDED, THE WATER MAN SHALL BE LAID M A ~b~ ~ SEPARATE TRENCH OR M THE SAME TRENCH A8 TI$ SEUBR ON A BENCH aF ~
, ~ 1~~ , a l ~ 1 ~ ~ ~ ~ I ~ ~ ~ ~ ~ UNDIBTINQBED EARTH WITH A MMIM6M VERTICAL SEPARA / ~ ` , TION OF IB MCHES FROM THE TOP
, ~ 1 ~ OF THE SEWER TO ~ ` ~ TFE BOTTOM aF THE IUATER MAM,
.I ~ . ~ h f/ ~ ro / W , ~ . W ~ 9, UTILITY OU1~R8 ON THE SITE A Dote 9- -0? RE AS FOLLOIUB WATER -CITY OF GREENSBORO, SEWER
I ~ , \ ~ ~o TOUN OF JAMESTOtW, ELECTRICAL -DUKE POU+ER TELEPHONE _ BELL 80UTH, NATURAL
I . . _ lei GAS -1~DMbNT NdTiB?dl rea Dwq.By FINELINE Cdd
/ C .By A. Will GRAPHIC SCALE
~ File No. 01-054 1 e m Ie to
"'oo, \ Sheet
r ~y \ ( M FEET CI I
I xxh = 40 re.

I i LEARMG ~ ~ , I 1MITa I ,
/ _ , \ ~ ~ 1641)--..-- 1 ~ / '12''~ 1 ~ I 1,• ~ i 1840) 1C------- _ ~i ~N66 ' I 1 I `1 1 1 1 ~ I 4
~ _ _ I ~ ~ SATE DATA . ~ I~ I ~ ,1
- ~ / CLEARING I 1 , ~ ~~~{~~llllt - - _ j . _ _ - - IN - f•' 84 l I ~ LEASE L - ~l 1,• 1 I 1 ~ - , & M ~ . I PROPERrr ou~R ~..d ~
I GUILFORD TECHNICAL COM'1UNITY COLLEGE ~ , I,,
1 X 1 1 , I ? ~ •1838)- 7? I ` ~ gel I 601 HICsH POINT ROAD W ` ~ P 0 BOX 309, lh
1 1. p 1\ll\ ~ O 1 1 ~ ' 1 1 ,ti I l r ~ -1838) ~ 4 1 1 1~ ~ W 1 , I JAMESTOWN, NC 11181,
1 u' ' y , I I 1 1 ~ All •I I 89,98 ) 1 1 II 1 1 1 I CONTACT DAN SITKO 336-199-8680 ~
~ 1 1 1 I I 1. SIUALE No~3, 1 (84514) 1 , 11: 839,98) 1 ~ 1 I 1 1 I; / (84614) 1 ; II I ~ 1 ~ ~ ~ ~ , N I 1 DEVELOPER
1 , 1 1 r 1 1 1 (839.981 SEA BCI~m, C23 1 n u n I I " u 1 ;I ~ 2 PVC POOL n 1 1 u I 11;1.~Jj' 1 ' ~ I~ 1 1 ~ ; JOHN S. CLARK CO. ID ` ~ I I ,
~ 1 ~ N 1 I; I I Z, 1 DRAIN ~ 1.0% 1 1 u N 1, 1 1 1 I ~ 1 ',I ~ ` '.I 1 , I I I ~ 616 W, FRIENDLY AYE, , 1 I GREEWBBORO, NC 111-4008
" ~ i I; I 1 1839.98 1 , i; i 1 R 18395) 1 I 1 1 i l i l r I I I 1 f, I 11 1 I ~ I- sr ~ ~ I CONTACT HENRY MuNN 336-11 4008 ~ II , ~ ~
1( 11~ 1 1~ 1 I ~'GA8 ME R POOL DRAM , , ~ 1 1 1 1 1 1; ~ 1 ( MANHOLE ~ N I 1 ~'o gl'1 '55"W I ~ l7 ' (O D), 11 I Ro 1 3, REFERENCES (Z
I I 1 1 1 ~ u 1 1 ; I INV. 836m I I .1 I I ~,1 1 t 18393) I ' 1 1 ~ 19,31 ~ ~ D$. 3101 PG, 1164 tJ~
u ~ ~ lBEE PLUMB.) 1839.98 1 1 1 1 1 1 1,1 1 1 ~ I 1 1 ~ I I r, 1 I '.I I ~ ~ ~ 1 I i ~ ~ i I I ~ e D$. 3784 PG, 638 (L . 111 I I II o
11 rl ~ ~ I , ~ 1 11 1 ~ wl ~ 1 u 1 1 1',1 , 1 1 , I , ~ ~ , , ~ D$, 3164 PG. 631 IGN S~T~ I N ~ n i 1 , i I I a D$. 3119 PG,1481
1 uu 1 I v I 1 n 1 u, 1 1 I I I I 11 u '1 I I 1~ 1 ' ~ n l l l ',1 I I~ I 1 II 1 I 11„ 1 I I. P$,~IPG,001 ~rNr ARCHITECTURE II' 1 1 I I
1 u I I l i I I', I I \ 1 1 11 1 1 ,u 1 1 1 I 11 I ~ 1111 ; I I I 11 , 1 1 I 4, ADDRE I,
6 p1 1 1 1 i i i \ BUJALE I, 1 I n l 1 u M11t, 11',1 \ 111 I,. u 11 1', I I ,I ~ 11 „ 1 1 , HICaN POINT ROAD VICINITY MAP E N G I N E E R I N G
u \ 1 1 v 1 1 1 1 1 1 1 I I u ?1 1 I w ~ ;1 u 1 I I'• I 11, \ 16388) 1 1 1 ~ 1 ~ ^ I JAMESTOUN TOWNSHIP, GUILFORD COUNTY I 1 ~ ~ i I i ~ , J STONN, NORTH CAROLINA
, ' 111 1 ~ ,Yi • i 1 1 1 1 't~ I I I I I 11 N I I ' North 11 ,,I I PLANNING
1 u 1, I I 1 1 I' _ ~ ~ ~ '1 1~ W . u 1'~ 1 , I 1Y 1 1 1 i t I', J I , , , I 5, TAX;MAP DATA L ND
111 1 I f•1~ • v 11 ',I I I \ I I r 1 1 u n` 1 11 'I 1 1 \ 1 I V 1 I , , I I •I I I 1 I ACL,1031-8-936-b, -9, -10 EXISTING NEW I I I I I x;11 11 INTERIOR DESIGN
N v I , I 1 , 1 1 , , I~ u \ , v 1 1 1 1 I ~ ~ I I 1 ) l 398 , 8 , I' , 1 ~ 1; u . I 111 1 1;1 1 \ t ~ T ' I I I 1 'i ~ I i b, ZONING DISTRICT
1. 1 1 TEMP NLE 1 l n. l ; I I PI= PUBLIC MSTITUTION ~,f euILDING V 480T-C Koper Boulevard I
1819,0) ~ ' I ; i 1 1 i 'i i Yi ~ ~ PROTECTION, I ;1 I I 1 I ~ , F/C23 ~ 1 I ~ 1 ? ~ ~ \ SEE DET ~ 1 ~ 1 Greensboro. N=C.2T40T ~ 1,i ~ 11, D USE YMCA BITUMMOUB PAVMG PROPOSE D
~ ~ 1 1111 ,I ~ 1 1 I._ 't') 11 I 1 1 I I 1 I I ? ~ 11 1 I 111 11 Telephone [phone] l l 1 1 r, 1
~ / ~ I 1 ? ' ~ . ~ \ 1839,98) 1 1 111 1 1839,98) e , , , = 0 GoNC, alas oR PavMG FaC81m11e 336.218.8010 ~ 1 1 1'• 1 ~ 8, TOLAL ACREAGE 150.11 ACRES
, ; I BED! fi T , ~ / ' • . , ~ I , P 1 1 1 I I ; IMPERVIOUS SUr~FACE AT uv1ID0 = 611x8 AGI~S _ _ - - ~ ~ I - - Imo - - CONTOUR ELEVATION lm® - I ' I ~ III 1 ~ I UNDEVELOPED LAND = 83,09 ACRES - PROFESSIONAL OF RECORDi
I 11~ 11~ I ~ .05) 1 8EE• 1 ~ L, I'.1 1 ~ 1 1 TEMP,.$LOPE DRAN I = I ~ = I I I I 6~ IMPERVIOUS SURFACE ALLOWANCE - 4156 ACRES • 1rDIDam SPOT ELEVATION • 11000
1 1 ~ 1 1 7 1 1 1 1 1 SEE DEt 23 ~ ~ 183833) I I 1 \ I 1 1', I •,1839.5) I 4 j I I'. 1 1 l yr I.r 1 1 1'a I 1 I ~ 1 ~ ~ I IMPERVIOUS SURFACE ADDED SINCE vu00 = 1,89 ACRES l3A8%) L. ALLANeeM~InP E. I ~ 111 1 ~ =8" SD = STORM DRAM I ~ 1 1 1 ~ PI~QPOSED YMCA 410 ACRES 15m5%) LIFE -8= aD -
I I I '1 x ,I 111.1 1 ~ ~ \ 1 1 ' ~ 1 I ,1 I ~ R0~ ,y I , , , u I I I TGt.4L BUILT UPON 1.09 ACRES /853x) Q •o dR~•e.••..,•`
111',1 O \ I \ ,1 1 ~ :'1 ~ 1•- ' ~ I I 'I 1 I 11 , ~ 1 ~ i ~ DI6TURBED AREA = 120 ACRES 14,19%) ~ STORM DRAM MLET $ 9 y 1, 1 i , ~ 1, ~ I I I I A A= 141,91 AC S l 21%) Q •
~ ',111?'• , , 1 1 1 D ~ 11,, 1' 1 1 1?'? 1 f 8383) l8 ,11) 1 1 1 1 1 I UND BTURBED RE RE 96 1 1 , I I STORM OR4M MANHOLE I 1 1 1 I e.,
I 1 1 ? I ? 1: ~ ? 1 SEt91MENT'1RAP No,~3, ~ ' 1 I 1 I 1 ? II . 1 I I I I 1 1 ~ 1 NOTES 1 , HEADWALL oR ENDWALL ~ ISY~ ! •
1-6-936 , 1 1~ ? !1 ? 14 + ,'k} ~ 183838)' 18398) I 1 II t • ^ 1 1 ~ ;e . ~ 1 ~ ' I ~ w - - - F Q •
~ \ `•~8 l8 38,12) 1 ~ , p I ~9, TOPOGRAPHIC DATA PROVIDED BY GUILFORD TECHNICAL coMMUNITY COLLEGE, ~ - SANITARY SEWER LINE sa ••y~INE~••• 1 1 ~ 1 P O BOX 309, JAMEBTOUIN, NC 11181, BASED ON Et01NDARY/10POGRAPHIC SURVEY, - - •y~
. ( ~ ~ -(834) - ~ l83 K ~ ~ . - 8388) . , K ~ , , I I I - S~ SANITARY MANHOLE ----0-- tt~~ JArEBTOU~I CAMPUS, GUILFORD TECHNICAL coMMUNITY COLLECT, p A N e 1 I I ( ~ d 1 1 ~ 11 MITCHAJ'1 1 ASSOCIA S A4 5916 HIGH MT ROAD GRE NC 11401 gfauilleee
` , ` Q 838x4) 1838.9 ' I , 1 , ~ I . I ^ BY TE , P PO ENSBORD, - -o CLEAN OUT Q CT
I , i ~ i ~ _ ~ DATED 06/0U01, CO CO 1 I X- GRAM LMK - - I 1 1, 1 II E FENCE X
,1 I 1 w~ ~~'rar~~~rf ~ ~ ~ i ' 4 1, GEQMETRIC DATA FROM SURVEY BY REGIONAL LAND SURVEYORS 11,1 I > ~ - - -
/ TEMP, D VERB W'1, \ 1 ~,1 - TEMP. ROCK CI~CK D ~ I - IT I , I~, I XX BPL RA L FENCE XX 111
T H/C23 I \ .SEE DE , ~ ~ _ ~ - ? 1)p.• 1 le I 1 .~'"`C'~.,. ,i 1 SEE I ~ , I 1 1 , 1 ~ I ~ 3. THIB~,81TE Ia NOT LOCATED IN SPECIAL FLOOD HAZARD AREA PER F,I,RM. 1 I N RA NTRA T R 111 I TREE LINE GEE L CO C 0 I , , 1 , I ~ CON~ILMITY PANEL 310113 0116 C, EFFECTIVE DATE NOVEMBER 19,1988,
i ! , ,i ~ / lr ~ ~ CLEARNG ~ ~ d ~ ~ I ~ ~ ~ ~ i r I ~ , .I ~ 1 i ~ 1 i THE SITE IS LOCATED APPROXIMATELY 3,100 FROM THE NEAREST 100 YEAR GILT FENCE •-o--~~
I , I I FLOODWAY, I, , 1 1 1 ~ CONG, CURB l GUTTER
- I... I~, 1 I , , 1 1 1 4, ThE PROPERTY IS LOCATED M THE RANDLEMAN DAM WATERSHED fWS IV), ~
, 1 1 ~ - - - - - BLOTTED CURB 1 1 , 1
~ \ ~ • ' rt X834)',. ~ I ''h I 11 4 'h 1 I ----W---- WATER MAM W Iy 1 1 , ~ Q
1,', I 1 , I I I 1, 1 1 1 1 T TELEPHONE CONDUIT T
~ ~ ~ 1834 11 I, '.1111 I ,I 1, '11,1 ---•G---- GA9
, . ~ ~ 1. , ~ . ~ 1831,3) . ~ 83b,?$).. • ~ ? I 1 1, r,1 , 1 I LME G ~ 1 , I '1 1 '6 0
~ • • - ~ ~ ; , ~ - 1 ~ :1F ? ~ ~ 1836,81 1636 ) ? I ^ I 1 r,1 ` ----E---- ELECTRICAL CONDUIT ! t.. 1 1 I ~ ~
? ~ 1 p 1 1 1 1 FIRE HYDRANT 3-
1 I I I~ I I QC ~n ;1 I I ~ V 1 1 ~ I , D4 N
~ , _ • ~ , (~1 I GATE VALVE .,r . ~ M 111. I ~ 11
62.30' ~ ~ 1 v 1? \ ~4~, ? ~;n I 1 145.00110TALJ ~ ,r r 1 ~ ~ ~ I / :/1 I ~,n 1 1 1 r, I P08T MDICATOR YALYE - V I e :/1. I ~ o 11; i I 1
I6Ul \ ~ II 623 I ?11 I 1 1 1 1 'i 11 I THRUaT BLOCK Q B C i i• I
~ • ~ 'TEMP. T FE~1CE, ? lggp ~ • 1 I ~ m ~ 1 ( I L 1,1 1 ~ 1 ~ 0 3 1 1 1 I PIPE DOLLARD o 0
N3?• ? SEE Q~T.~3 • i•. ~ 1 i I ~ ~ o I ~ ~ 1,^ - ~ z e 1 , , J. a
~ ~ 1'. I , 1 L1GFtT POLE ~ I I ~ ~ ~ 11 1j 3
~ - 30~, 1 SEDJMENT No, 2 ~1! • ~ ` . 1 I 1 ~ ~ I I 11 ~I , I 1 ' 1, 1 I . ~ TELEPHONE oR UTILITY POLE ~ I I
~ , \ ~ , \ •1 1 ~ ~ ~ l . I .I 1 1 I ~ ~ , 1 PROPERTY / IBOW LINE ~
• , l 1 I ~ I
1 1 1' 1 ~7 EA6EI'9:NT LME ~ Iii 1 ~ II ~ ~
I N CONTROL NOTES X23 \ ~ r ~Ya ~ I " EROS 0 3. ~S, ~ \ ;',t ; ~ 8'31 I ,1 ~ ~ 1 ~~11 • - - ~.i 1 i a,l I L~ 1 ? SOIL CLASSIFICATION 1 i ~ 'r `
1 INSTALLED NITIALLY AFTER ~ ~H . ~a_ 1 I, SOIL EROSION CONTROL DEVICES MU8 OE I ~ I ~ 1 1 I 11,11 1 ~ I , I~ i , ;1 , ^ I • • 1 CORPORATE LIMITS
1HE GRADING PERMIT IS ISSUED ANp ROUGH GRADNG STARTS. FLAMING r ,~,,,x,,, ~ n~l ~ . 8 \ 1 DIMENT tRA~t No. I'•, 1'~i ~^pI,1 h I 411) `4 I 1 ~ eENC++ MARC
AND pEYELOPI'~NT STAFF WILL CI~CK THESE DEVICES FOR PROPER r 3) ` , ~ \ ~ :•;r. ~ ::r., . ~ ~ ~ ~ DET, EAG~3 ` op 1 ? ~ INSTALLATION AND COMPLIANCE WITH THIS PLAN. A "CERTIFICATE : ~•;y:~;~ I 1 1? (~1j, v / fr
PEIQFORMANCE WILL BE ISSUED, THIS CER'f IFICAIE MUSt BE BROUGHt t0 • , ~ ' ~ ~ _ _ . \ I ~ ? 1 I , I I ~ I 1 ? '3 I 1 ~ IRON PM I ? , ~ ~ ' N O OR PROPERTY GORIER ~ 1j 0 'I .
OUR NSPEGtIONb DIVISION BEFORE A dJILDNG PERMIT WILL BE ISSUED. F8',, ~'~`~,;!~'•t;.'` ` ~ 1831,51 ` I 1 ~ 1 I I ? 1 • " ~'l7 ~ i , , 1 • I a STONE MARKER oR PROPERTY CORNER I 1 , ~ I
h:. , >1 ~r9 I OURp~IG TIC DEVELOPMENt OF A SITE, THE PERSON RESPONSIBLE FOR \ ~ ' ; Q ~ ~ • ~ I 1 1 1 1 I 1 1 Q U8 CORPS OF ENGINEERS ~ , 1 I I I'101~'IENT
TIVItY SHALL NBTALL AI`ID MAINTAIN ALL \ 3 ~ ' THE LAND DISTURBING AG .c ~S, , . ? 1 , , I 1 1.. I 1 1 i I BUILDING SETBACK LME - - - - - - -
, •y +tl•,r III 1lEMPORARY AND PEIiINANENT EROSION AND SEDIMENTATION CONTROL \ ~ \ • l I A D PLAx oR BY ANY PROVISION of \ ~ ~ ~ \ r I"~ASUIQES AB REQU RED BY THE PPROYE \ • 1 1j f I
I DEVICES 9j~p 'rk:;:; . \ ? ,1 1 1 THE GUILFORD COWTY DEVELOPMENT ORDNANCE. ADD T ONAL \ ? ? .1J ? ~ '1 . I I I ® GoNC, 61DEWALK I I
WILL DE REQUIRED P NECESSARY, \ PERM, SLOPE ` \ { r \ ~ • ~~`ti ~t. PRDTECTION ` ~ , ~ n ~ , I A 10-11-01 COUNTY GoMM f SWALE I
\ i '1 w a \ 9, P FILL MATERIALS ARE BEING BROUGHT ONTO THIS PROPERTY OR IF \ g8 S?9 . MATTNG ~ . ~M i / 0 i ~ ~ f •I e I Mk Date Descri tion ~ I Q, RJPRAP p
I CT THIS NFORMATION ~ ~S. ~ WASTE MATERIALS ARE TAKEN FROM TH S PROJE \ ~ \ ` ~ ~ I• ~ I ,
T EROSION CONTROL AND GRADNG \ ~ - • \ MUST BE DISCLOSED AND SHOIW ON HE \ 8 \ SITES ARE CONSIDERED TO BE PART OF ? PLaa BoRROw AREAS AND DUMP \ 1 t( • , I,• I~ CHEac Revisions I D I
\ \ 1 ~ TH16 PROJECT, Grcc \ ? ~ 1 . I ? TEMPORARY DIVERSION DNCE E1a6
ZONED P.I. \ ? ~ '•I ~ ER0610N CONTROL MAT
I M TATION CONTROL P6 101 PG 001 \ ' 25 'TEMP, ' • \ ` ~'•I 4, UNDER THE GUILFORD GOWTY 801E ER08 ON AND 8ED EN ALC 1031-8-936 \ 'CONS TION EN ? 1 ORDNANCE !SECTION 19h AGENTS, OFFICIALS, OR OTHER QUALIFIED - DET, 3 tii , ? ( ' \ 1 ~ ,
PERSONS ARE AUTHORIZED TO PERIODICALLY NSPECT THE SITES OF LAND • \ • , Cy ~ • ~ CLEAR , ~ CANOPY TREE CLEAR , I , 1
WITH \ ~ a \ ,EMITS DISTURBNG ACTIVITIES. OBSTRUCTNG, HAMPERING OR NTERFERNG ( . ` ~s 33~'•.~ ?d , J • ~ @ ? 1 ~•,i •,LIMITS ' / 3 ' ~ O
SUCH NBPECTIONB CARRIES A 1500 PER DAY CIVIL PENALTY, THE \ \ ~ set ~ \ , TIC ~ ~ NSTIfi~4TION OF THIS CIVIL PENALTY REQUIRES NO PRIOR NO E. ~ ~ , ~Q. , . ~I ,
\ 1 ~ ~ 1 ~ 1 \ \ ~ I I- I , ~ , al Q
T ~ \ ~ 6, N AN EFFORT TO MNMIZE ER081oN AND EXPOSURE TME, EASEMEN TEMPORARY SEEDING NOTES \ ~ ~,i ' WTI UTILITIES ARE READY TO \ AREAS SHALL NOT BE GRUBBED OR GRADED L \ \ I I , ~ I I-
1 , BE NBTALLED. ALSO, THE MMEDIATE BEEDNG OF DISTURBED EASEMENT ? I I Z Z I ,
AREAS AFTER UTILITIES ARE NBTALLED WILL ELIMNATE MANY PROBLEMS. pEFNITION - SEEDNG DISTURBED AREAS WITH ANNUAL GRASSES OR LEGUMES t ~ \ ; \ , \ ? , ICH CR088 OR ARE ADJACENT TO WATERCOtJRSEB TO PROVIDE TEMPORARY GROUND COYER TO LESSEN SOIL EROSION ~ ? , ~ ~ ~ W
EASEMENT AREAS WH 1 \ V SHOULD RECEIVE SPECIAL CONSIDERATION, . sj, t; ~ , ~ , ~ ~ ~
PURPOSE - TO TEMPORARILY STABILIZE GRADED CUT AND FILL SLOPES THAT .p~ ~ \ '4` ~ , ~ 1 ~ 1 CONSTRUCTION SEQUENCE I~
6. NO LAND-DIBTURBNG ACTIVITY SHALL BE PERMITTED N PROXIMITY TO A CANNOT BE SEEDED WITH PERMANENT VEGETATION UIITHN THIRTY DAYS AFTER ' LAKE OR NATURAL WATERCOURSE UNLESS A BUFFER ZONE 18 PROVIDED COMPLETION, TO TEMPORARILY STABILIZE GRADED AREAS OF BASE SOIL \ ` 1 D 1 1 eei I .
ALONG tHE MARGN OF THE U.WtER BODY OF SIBFICIENT WIp1N t0 COIGNE WHERE PERMANENT VEGETATIVE COVER IS NOT NEEDED OR WHERE GRADNG I, OBTAM PLAN AFPI®0'VAL AND GRADING PERMIT, FLAG CLEAIeMG LIMITS AND STf~AM W ~ 1 O 1 .
I \ VISIBLE SILTATION WITHIN TI$ 1U~I1Y-FIVE PERCENT OF THE BUFFER ZONE HAS NOT BEEN COMPLETED AND PERMANENT SEEDNG W LL BE DONE LATER \ ' BUFFERS IN FIELD, y ,
NEAREST THE LAND-DISTURBNG ACTIVITY \ CONDITIONS WHERE PRACTICE APPLIES -WHERE BARE SOIL HAS BEEN EXPOSED \ ' , 3. ~ I 1.8GEEDULE PRE-CONSTRUCTION MEETMG WITH GUILFORq COWTY EROSION CONTROL MSPECTORS,
I It 81% OR STEEPER SHALL BE RIPRAPPED, OR SEEDED AND 8Y GRADNG, AND VEGETATIVE COYER IS NEEDED FOR ONE YEAR OR LE88. MAY"' • \ ~ 1. S DE D CIS \ ~ , 'r , a Z
Bt I I p WI1H EXCELSIOR MAttNG lOR OTHER APPROVED MATERIAL), OR INCLUpE SUCH AREAS A8 TEMPORARY BEDMENT POND, DIVERSIONS, 801E \ ' AB L ZE I~ J. 0 _ / 3, MBTALL GRAVEL CONSTRUCTION ENTRANCE AT LOCATION SFIdW ON PLANE, ~ Q m„w -f ,
STABILIZED BY ANY OTHER METHOD APPROVED BY THE CgNTY EROSION STOCKPILES, BUILDNG PADS, ROUGH-GRADED ROAD BMKS, ETC. >p; m Q `'s, m Y CONTROL NSPECTOR .rG m Y 1 4, MSTALL SILT FENCE, DIVERSION BERMS, BEDR"ENT TRAPS, AND OTHER EROSION CONTROL Z V ~NU I ,
A TION - A SEEDBED BY RIPPING CHISELMG HARROWING OR • F ~ U PREP RA PREP RE ~ ~ j DEVICES AB BHOU~I oN PLANS, p ,
b, CONSTRUCTION ACTIVITIES DIBTURBNG FIVE OR MORE ACRES WILL ~ PLOWING 10 DEPTH OF AT LEAS181X NCHEB 80 A8 TO PRODUCE A L008E, ~ / ISSUED A NPDEB STORM WATER DISCHARGE PERMIT AB REQUIRED BY THE FEDERAL FRIABLE SURFACE, II~OR°ORATE 150-I/d00 POWp810-10-10 FERTILIZER AND • • ~ J, ; I 5, CLEAR SITE, 1 I y
ACT, SECTION B OF THIS PERMIT REQUIRES THE PERMITEE TO UP TO TWO TONG OF DOLOMITIC LIME PER ACRE. !NOTE LIME MAY NOT BE \ CLEAN WATER l tll I„ O
I T AND EROSION CONTROL DEVICES AND NEEDED IF A SOIL TEST INDICATES A Ph OF 6.5 OR HIGHER) MULCHING IS \ , PERIODICALLY NSPECT ALL 8ED MEN I ACCOIQDNG ?O THE SAME SPECIFICATIONS A8 FOR PERMANENT \ ~ 19 IP b. BEGM ROUGH GRADMG THE SITE, ~ ~ OC
Tp KEEP A RECORD aF THERE NSPEGTIONB, REQU RED BEEPING UNLESS WAIVER BY 801E BCIENTISt, BELECt BEEPING MIXTURE AND \ - - ~ ~ 1, CONTMUE ROUGH GRADMG AND INSTALL PIPE NETWORKS AS GRADMG PERMITS, W
9. THE pEApLNEB FOR THE EBTABLISN'1ENT OF A CROWD COYER SHALL BE BEST PLANTNG DATED FROM TABLE BELOIU. \ ~ I.7 I MBTALL INLET PROTECTION AT ALL BTRUCIUREB AS BHOwN oN PLANS, ri
16 WORKING pAYB AND 30 CALENDAR DAYS FOR tEMPORARY CROWD DOVER \ ~1Z . , . l8 OPES) AND 15 WORKNG DAYS AND 90 CALENDAR DAYS FOR PERMANENT TEMPORARY BEEDNG TABLE L ~ 8, FME GRADE PARKING LOT AND BUILDMG PAD FOR THE PROP08ED BUILDMG,
43 CROWD COYER 4j
l !AC ) PLANTNG DATES \ ' SEEDNG MIXTURE SEEDMG RATE LB RE / r g„ \ r~ 9. MST I MG UTI ITI S. . ~ ALL BU LD L E ' 8~~ r~/ r ~ , ,
Im, toTAL BITE AREA 14m0 AcREB ~ ~ 0/ I A = 130 ACRES (52,14 RYE GRAN AND 120 LBS, JAN, I - MAY I \ U ~ D STUBBED REA Q~ I I W h I ~ ~ 10. PLACE STONE ON DRIVEWAY ARID PARKNG LOT,
_ (41,66 KOBE LESPEDEZA 50 EBB. ~ UNp18'NRBED AREA 6,80 ACRES , \ :h ~ ~ ~ ~ II, BEGM BUILDMG CONSTRUCTION. Data 9-9-0?
c30rd0 RMAN MILLET OR ~-50 LBS, MAY I - AUG• 15 / / PROPOSED BUILT-I,N'ON AREA 4,20 ACRES BE / / \ ro SUDANGRASS ~ / w /
RYE !GRAM) 120 L88, AW,15 -DEC. 30 , \ Ip 1~ BoIL TYPEa Dwq.By FINELINE Ced I PAYE DRIVEWAY AND PARKING LOT,
w uri.~, nis„d nAUnv ^I Av I nAM a Tn ~ CCG`CWT 41 /1DC4 CD/fnan IMAV Q~IGGTITIITC AAftt ~ ~ \ tt1 ~ I I / ~ ~ I rl. o.. ~ u,u
1"IG~ ' I ICMLFIRDYRi 17NMW 1 %04-M I 6Vr11 1, • w v I Frw1-'Ni Wr-, rvr rwrrr - vwwnwr --.w \ 13. WALL TEMPORARY OR PERMANENT SEEDMG ON ALL DISTURBED AREAS WITHM 15 WORKNG ~"_~j " Mill / GRAPHIC SCALE DAYS OF COMPLETION OF ANY PHASE OF THE WORK OR UTHIN IB WORKING DAYS OR 30 F11e No. 01-054
EnC - ENON FINE SANDY LOAM, 6 TO 10 PERCENT SLOPES BEFORE OCT. I OR nD - ENON FINE SANDY LOAM, 10 TO 15 PERCENT SLOPES W4EAT FROM OCT. I -
IrB - IREDELL FINE SANDY LOAM, 0 TO 4 PERCENT SLOPES NOV. 15) CALENDAR DAYS OF REAr.W ss FINI"D GRADES. 40 a 20 Y so Wo Sheet
ANNUAL RYE GRASS 40 LISS. A JG 15 - NOV, 30 I 12. THE OWNER OR RESPONSIBLE PARTY IS RESPONSIBLE FOR THE LONG TERM MAINTENANCE OF WEEPING LOVEGRASS 5 LBO, MAY I -AUG. 15 /?'W f,\ K COMPLETE BUILDING CO TPWTWK
THE GROINDCOVER ON THE PROPERTY. GROUNDCOVER MUST BE MAINTAINED TO A DEGREE THAT
PREVENTS SOIL EROSION AND SEDIMENTATION AT ALL TIMES. THE CITY OF GREENSBORO HAS WEEPING LOVE GRASS IS A PERENNIAL GRASS BUT IS INCLUDED HERE I \ 0. REMOVE EROSION CONTROL DEVICES WHEN ALL DISTURBED AREAS HAVE BEEN STABILIZED. ! IN FEET C1 ¦ STABILIZE ANY AREAS DISTURBED BY REMOVAL OF DEVICES.
THE AJJTHORITY TO REQUIRE CHANGES M THE OWNER'S GROUNDCOVER MAINTENANCE PLAN M BECAUSE OF ITS ADAPTABILITY TO POOR SOIL CONDITIONS AND DROUGHTY ORDER TO STOP SOIL EROSION AND SEDIMENTATION AT ANY TIME. SITES. m ~ I xxh = 40 ft.

/ I~
/ / ~ o
/ ITE DATA / . ~ I ~
S / / . , ~ . ~ ,
I, PROPERTY OUNER ~ /
GUILFORD TECMIICAL COM'1UNITY COLLEGE ~ k•~ Prt / 601 HKsH POINT ROAD ~ - ~
a / P o Box 309, / / ~ V
JAME8101iAy, NC 11181. / / /7 ~ I.
CONTACT DAN 81TK0 336-199-8680 i ~ / . , p.K
1 D , EVELOPER / ~ ~ . i ~ I Nh ~ .
JOHN S. CLARK CO. ' ~ • ~ ~ • ~ ~ ~ _
bl6 UJ. FRIENDLY AVE, ~ - - - - - ~ GREENSBORO, NC 111-4m08 / - - _ 3r 41 u
'N"E CONTACT HENRY MUNN 336-111-40m8 ~ s ms's'` J ~6 15 ,per I "tiJ
. . 5. _ l , J O ~ ~ 3. REFERENCES ~ - ~ ~ ,
Ile , .3101 PG, 1154 • ~ ~ D8 for - i I~ 4
il Da, 3184 b38 (~U - ~ / ~N SI , I M
D,B, 31b4 PG, 631 / D8, 3119 PG,1481 / ~ , ~.,~~4°e _ _ - - - - •,c ~ p~~NT ARCHITECTUR I I E
P8.101 PG, 001 / / • ~ ~ - -
4. ADDRE88 / im µ'E / ~ ~ ~ ~ ~ / I c~ .a~'' I• + YI I ITYM ENGINEERING - ~ I C N AP
HKafH POINT ROAD ~ / / ~ /
JAMEBTOIIIN TOIbNBHIP, GUILFORD COUNTY ~ ~ , • / ~ ~ / , I II I North / , I PLANNING , ~ I a•
J 8T NORTH CAROLMA • ' / / ' - • , • / ~ I I ~ I ~ , . I I L E END
.TAX MAP DATA ~ / / r ~ / r I' 1 I^ I\ EXISTING NEW r I . I I \ II ( INT RIOR SI N I E DE G
AGL 1031-8-936 6, 1, 9, Im , / ' / / ! , ' I 1 I \ I 1" I I .
i. ZONING DISTRICT ~ 1 / . . , I I ,•~I I ~ U BUILDhJ~'s V 480T-C Ko9er Boulevord I I I
IG INSTITUTION ~ ~ ~ PI- PuBL , , ~ ~ ~ , ~ 1 I I Greensboro, N.C.21407 / I fI 1 I I ~ ~ BITUMMOUB PAYaKs
t I i 1, PROP08ED ueE YMCA ~ ~ / ~ 1 • ~ II ~ Te1~~~~ 336-218.8282 / I I Rhone ~ 1 I I Y , / I CONC. BLAB oR PAVMfs .
, ~ ,1-. 1 ~ ~ / I ~ 0 FvC31mi1e 336.218.8010 1 / I II
8, TOTAL ACREAGE = 180,11 ACRES ~ ~ Vs ~ • ~ , IMPERVIOUS SURFACE AT VV1m0 = 61,08 ACRES I , . ~ i I I ---100---- 1 I II CONTOUR ELEVATION -rlom - II
UNDEVELOPED LAND = 83A9 ACRES 1,'• ` ~ / 1 / ~ • . ' I ' I A PROFESSIONAL OF RECORD I 1 1 I . I I ~ II • SPOT ELEVATION • lIOOJD
/ ~ bm% IMPERVIOUS SURFACE ALLOUIMICE = 41.68 ACRES ,•''I . / ~ ~ I l . I ~ ~ I L. ALLAN HILL P.E. ~ I I . . ~ 1 3 B ORM DRAM LIFE 8 BD i~~
RVIOUB SURFACE ADDED SINCE VV00 = 189 AGREE f 3,48%) ~ / ~ ~ • ~ . l ) J I PRDP08Eq YMCA 4,10 ACRES 5,0b% ~ • y ~ . I 1 0 .~5~ ROIy ~ I ' I 1 ' STORM DRAIN INLET Q ~ ~
TOTAL BUILt UPON = 1~9 ACRES f 883%) / 1 ~r / ~ 1 I I 1 1 C ~ 'I 4 . 1 II ~I I r@ SS 9 1 1 II Ef ra
D18TURBED AREA = 110 AGRE814.19%1 / 1'• i ~ ISTURBED AREA =141.91 ACRES 19611%) ? ~ r~'• ~c'• ` f , I I I „ / BTORM DRAIN MANHOLE --f-- ~ ; ~ . I ~ II I l r I Q
~D 1 ~ ~ WALKIN /JOG ING ~ 1 ~ ~ 1 I ~ ~ 1 ~ I I ! I~,~ _ r 1 I HEADWALL OR ENDWALL ;
- , , I T•. ~ raw - 1 ® I 1 . r 1 ~ / q0'~' I 1 I • Z i - ~ ~,•n 1 -88- - SANITARY SEWER LINE 86 •f A'/~ c~~
IG ATA PRDVIDED BY GUILFORD TECE#dICAL COMMW ITY COLLEGE, / -flat - ~ , i' i • r ' ~ - - , - - - - y - - - , I, TOPOGR4PH D I 1 4' I ',I ~ EA6E L P 0 BOX 309, JAMESTOIirTI, NC 11181. BASED ON BOWDARY/TOPOGRAPHIC SURVEY, / ~ ~ ~ ~,r;,{ + - - ~ ~ - - - - - ~ - - - - - >a ~L I 1 S SANITARY . ( • ~ 1 , . ~ MANEIOI.E y
JAMEBTOUN CAMPUS, GUILFORD TECHNICAL COrI"IUNITY COLLEGE, / I 1 1 I r ~ - - • Ill yl ~-rte'-- -~----1M~'- 1 ~ -----0 11 11 ~ - ~ CLEAN OUT ~ luull n~
BY MITGHAM ~ A880CIATEB, PAw 6916 HK+H POINT RAAD, G~REEN8BOR0, NG 11401, ~ / 1 ; - yry) / ^1' 11 Rst~- 1 pATED 0610V0L / 1~ ;1 1 •i , Ili 1 ( ~~T 2UU2 - rJ~1- / d ~ I I I X- CHAIN LIPYC FENCE -X-
• I I I. I 1 :l rfltlN 1 II 1 I r T I I
1. GEOMETRIC DATA FROM SURVEY BY REGIONAL LAND SURVEYORS / i 1 1N , 1 , I I ,1,, a* \ ~ 1 1 i ' ~ I ~ .~1, - X X - BPLIt RAIL FENCE - X X - O' rVC p00L 1 1 1 ~ I\ I 1 II DRAN ~ I~ ~ , 11 ~ 1 1 ~ A; ti. /W4dW~.?1
/ ~ 11111 , 3, THIS BITE 18 NOT LOCATED M SPEC?AL FLOOD HAZARD AREA PER F,I,RM, / 4O~ ~ 1 ~ 1 I ~ , 1111 0111 , a ~ m i l I; TREE L~ GENERAL CONTRACTOR 1 tl ,
COMM1,61111' PANEL 310113 0116 C, EFFECTIVE DATE NOVEIWBER 19,1988. / / t 1 1 I I 1; I 1 1 ht1u1 I 1 1 r~a7s~ A6' roLD PROPERTr LINEi POOL GRAN ~ 'N - , err ~NrEi 1'W+IOL! ~ .'w' ro~~J ~ 1 1 w I ; SILT FENCE
tHE SITE IS LOCATED APPROXIMATELY 3,100 FROh1 THE NEAREST Imo YEAR / I 1 ~ I 1.1 1 - fle rU 1 I ILl 1711 ae nJrNN,1 Ia+, tau> 11 1. Is3, I I 1 1 CONC. CURB ~ GUTTER
FLQODWAY. / , I , ~-J / 1 I I I•I 1 ~ 11 , ~ ~ 1 I 11',1 11 1 , II I ~ I I +II I ~ i, ' ~ ~
PROPOS , I IN T LEMAN DAM Ul4TER6?#D (UIS Iv). ~ 1117 t• i l I , 4, THE PROPERTY 8 LOCATED ~ RAND / ,•1 1 I 11 I I ~ 1 SLOTTED CURB , 1 1111 1 1
I ~ , . / ~ 111 I1~,1 I BUILDING • / I. I,•, III IIi1' II I1 ~ I 1111 ' 1 ----W---- WATER MAM W ! I 1 ~ ~ O
I I ,11 I ~ '71,616 ~F ~ , ZONING DATA / 'I ~ 11 11 ~.1 , 1111 ^ 1 JMM1 b t~w1 1 I 111 \ I ~ ----T---- TELEPHONE CONDUIT T V
/ 1 ~ III 1 11'1 ' \ F~E•.840°0 ' . IU \ , ~ 1 I l II / I, \ ~ I 111 II \
ITEM REQUIRED ACTUAL / ~ A' ' ~ II r •,I 111 . 1 1 \ Y 11 1 1 1 1 1 1N , .ly' 1 I '111 1 i G---- GAS LINE G ~ \ 1 r. I I , L 11 I I I
MIN. L0181ZE 40A00 8F 8F / ~nri ' l; 1 I 1'1 1 I \ • ~ 1 -6 0 . ~ ~ ~t'i'~ ^t,l 1 ~ I ----E---- ELECTRICAL CONDUIT E ~ a. ~
, 1 1 Illy ~ \ MIN. L01 WIDTH Ib0 FT / . ~ 1 I ly I ~ - ~ \ ~ 1 ~ I I FI T Y O~ . I I 1 ~ RE HYDRAN
, I 1 r,l ~ . - MIN. STREET FRONTAGE 100 FT FT / 1 I I I,~ ~ ~ \ , Nw v ~ 111, tt Jln~ : ~ I ~a GATE VALVE L
MM, BETB,4CK8 / / 1 I I I n FRONTl80UTH) 50 FT FT / ~ ; ; i i '1 1 ~ 111 ~ ('1 111 I I y.r I 111 1 I ~ ~ ~
' / / ` I•I I 1 ~ 111• REAR (NORTH) 10 FT FT / ~ ~ ,r i~ 1 1 / r I'.1 11\11 , . I I I 111 POST INDICATOR VALVE U / 1 e I 1 I O
81DE (EAST) 60 FT FT / / ' -;1' 1~ (.l 111 ~ ~ 81DE (WEST) 10 FT FT / ~ I1. ~ ~ ?11~1 I r• ~ ,111 rHR18T xocK Q.. ~ / 1111 I a I 11 ;~1; 3 L
. , MAX BLDG. HGT. 4m IR FT / / LG1ED ~a. ~ I ~ • { { ~ { { ,a 1 111 1 1 II o ~ ~ 1,111 ~ I PIPE BOLLARD o ~ O O
/ / AIgK,001 ~ ~ MAX, BLDG. COVERAGE ,{rc ~T-a-w, ~ \ ~ ~ ~ ~ ~ . 1 \ ~ ( \I 1,,11 - ~ Z 111 I • ~ LIGHT POLE •G _
PARKMG SPACES ~ / ~ ~ • ~ _ ~ ` ~ ' - -nM? . , 1 166 ~ ~ \ `•:••y - -nwt'- -f TOTAL bi / iw ~ -tau-- - - ~ ~ ,,.r- ~ 111 ~ ~ ~ -l+up, r '121 ~ 1 ~ I .
HANDICAP SPACES 1 ~ eNw1 ~ 1 i 1 ~ I ~ TELEPH01~! OR UTILITI' ''0, 3 - 11 ~ / POLE O - 1111 I
f? SPACES ARE VAN AGGE881BLE) IRpR,p. '~!a ~ ~•b ~v-^-- -~~,1 pa :'V ~ 1111 - - - - ~ ? ~ I , ? I 1111 ~ I I PROPERTY /ROW L~ IQ
• / ~I ~ . r`~. `d , ~ ' 1111 / ~ 1111 , \ p' EA68•ENT LIFE ~
/ / iL-~ { / ~ ' ,--w/.-~` I 1111 • ? 1111 I
-T •r I 111 , - ~ - ~ - SOIL CLASSIFICATION ~ \•.I . . 11
1 ( EMI ' 1 I1 1 CORPORATE L T$
1 1 1 IIN r / I . . , >Y III \ ~ OBrCH MARK
If 1111 I r ? 11 111 QQ IRON PM OR PROPERTY CORNER
1 •1111 f J) ••••3,... I1 111
~r ~ . uai?r \ I~~J' ~ ` i 1 i i 1 ~ STONE r ' ~ ,1 ' ~ ? MARKER OR PROPERTY CORNER ~ ~ ? ~t NJ I 1 11 I
\ / ~ ~ is • ~ - - . / ~w ` \ ' ` ',~1 Ilp iV , 1 111 ~ 1 UB COR1DB OF ENGINEERS MOPMJ'ENT
i r 111 114 I :Y II( / I DUILDA~Ys
. w'W ?~•r ~ 1, - ` ~~ti I I I r ~ I SETBACK LME r ~ w ~ II 1 ~ 1 N J ~ . ~ 1 I I 1 ~y ~ I _
• / , ~ ~ ~ \ I I I , I ® I BUD 91-02 GEN. REV. ~ 1 I I / I ` CONC. 8 DEWALK r:, Mra . ~ 1 I 1 ~ „ ? ' I
~ Il, I~ , SWALE ~ - A 10 I6 02 GEN. REV, ~ ~r . 11 I I
.ti ~ 0 ` ` . '~I I 'I P ,w„ I ,~I I . I ~ Mk Dote Descri tion
1•. ~,x: ~ ~ ~ 1 r Rpt-,K p,qM Revisions
'1 / / ~ / ` Mix' . , e ~ , •,n11 I I
~ !'aMJ ( TEMPORARY I i :l;' ~ ~ r, ~'T i I , D VERB ON DNGE I I ~
,~"I•, I ~ 0 I ~ ~ . / / / i- - - - - e ~ • • l1 ~;q EROSION CONTROL MAT
_ ~ • I III '1 CANOPY TREE
. ~ , i' i 1' ;r. . bu ~ III r+ ~ 11 ~ 1h ~ ;II
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~ ~ / , , , ~ „ ~ ~ ~ ~ ~ ~ Date 9- -0Z
~ ; ~ I r m i
. ~ Dwq.By FINELINE Cold
/ ` ~ ~ .Q / . ~ A r1. Q,. ~ ~ ..11
INV 04. rl 111 ~c GRAPHIC SCALE
File No. 01-054
N 0 10 ro GO 110 Sheet

.
. . . . . . N=81D,991.145 FEi..... IN FEET Cl A E=4119104131 FEET
I xlch 60 ft. EL.21W i FEET

-
STEEL FENCE P08T z' MIN, NOTES
1, PERMANENT DEBK,N QI0= 5B IN/HR 'T' IMIN,) ,L, , 5B IN/HR 6 MIN,
NOG WIRED TO P08T IOPTI ) ~ TEMPORARY DESKsN QI0. 58 M/HR Or14L ~ 2? D• 58 IN/HR LMER lIF REGI'DJ NCDOT
E pQ ~ z, PERMISSIBLE SHEAR STRESSES FOR 1' CHICK NCDO CLA88 'B' STONE RESSEB FOR Q I ~ I
31 MM. WIDTH ~ , _ FILTER FABRIC COMPACTED ~ EXCELSIOR 156 P8F E ~518TONE ,H, ,H,
/ XC I 8011 E ELS OR CURLER II 2,0 P8F ~ GN '~a- c I 2,0 F'8F
_ _ ~ Q ~ Qh1! EX ELS OR CURLER III 13 PSF 0 0 Q h/H F~ NORTH ArERICAN GREETI P-300P i I 23 F'8F :EN P-300P 6.0 PBF y_ I 1
STONE - ~ ~ LL sLOPE DRAINACxE SUTALE SCNEDU D TCN p cu Fr/AC ~ o o I
C3 LE Q / , . , CNEDUL.E ~ 2 I z
0. , d °Q SWALE CONDITION LMER 'H' 'D' 'I 'H' 'D' 'B' 'T' SLOPE MAX. FLOU! MAX. FLOW VELOCITY MANNINGS SHEAR
b t'sRADE ~ ~ ~ ~t~ DEPTH (CFB) lFPB) n FORCE lF'BF) Q 0 0 •
n WIRE ANp FAE3RIC TO BE : • ~1S I TEMPORARY EXCELSIOR T I' Q !R 2 I' 4' 0,019 069' 2?8 2,91 01439 069
a TRENCI-ED 6° MIN, ',O 1 PERMANENT GRAS6 z I' Q 1 I' 0' 4' 015 061' 2?8 1,54 0.031 % 2 0~ o
MTO CROWD AND BACK- O fl 8" MIN • ° ; • • ~ 1 TEEMPORARY EXCEL810R ~ 2 I' 4 R ~ 2 I' 4' 033 ,0,18' 468 9,82 01435 1bl
~ LLED WITH STONE. Z PERMANENT GRA88 2 1' 2 1' 0' 4' 033 0,19' 4,58 4.01 032
SECTION b' TYPICAL GEO-TER 3 TEMPORARY EXCELSIOR • 2 1' ~ R • 2 1' 0' 4' 0,045 0.56' 2,22 3.51 01435 1.51 FILTER
NOTES LINER 3 PERMANENT GRASS T I' 2 F'081 METAL - b LONG, TRIANGLE STEP I. STONE SIZE -USE 1" TO 3' COURSE AGGIQEGATE, T 2 I' 0' 4' 045 066' 2.22 9,81 0.032 FABRIC
EMPORARY DIVERSION IK „ ue3E cRI~ED aror~, D E I MD CATER EXCELSIOR CURLER HV LMER 0 ARCHITECTURE EX HV LINER OR APPROVED EQUAL CR088 SECTION
WIRE 32 MM, WIDTH NOGWIRE, Im GAIXaE LME WRE 2. LENGTH - A8 EFFECTIVE, BUT NOT LE88 THAN It;AZ FEET. DET,4IL C/CZ.3 DETAIL.
D/C2.3 FABRIC PROPER lBY AMOCO) OR EtAUAL 3, THICKNESS -NOT LESS THAN EKsHTlB) MCHES, ~ SCALE ~ D/C2.3 DESIGN a~ E N I N R I oVERFiLL b G E E N G
4, WIDTH -NOT LE88 THAN FULL WIDTH OF ALL POMTB OR 25'. SCALE STONE X51 WASHED STONE, TO BE PLACED ALE SE'i'TGED FOR SETTLEMENT TOP 4' WEIR MM,
b" DEER 5, U148NMG -WHEN NECESSARY, WHEELS SHALL BE CLEANED L 1' MIN. PLANNING N. 8EE BCHED,
PLACE RIP-RAP AROUND BPACMG PLACEhENT aF P08T8 UBMG HOGWIRE TO BE 10' APART, TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC PIPE AS DIRECTED BY
PLACEMENT OF P08T8 WITHOUT NOt'sWIRE TO BE b' APART, RIGHT OF WAY. WHEN WASHMG IS REQUIRED, IT SHALL BE THE ENGMEER I T N ERIOR DESIGN
DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH SILT FENCE DRAINS MTD AN APPROVED SEDIMENT TRAP OR SEDIMENT
BASM, ALL SEDIMENT SHALL BE PREVENTED FROM ENTERMG ~ 0 4807-C Ko9er Boulevard ~0
C.O~S. I6 ANY 81oRM DRAMpITCH, OR WATERCOURSE THROUGH ueE COMPACTED OF SANDBAtaB~CsRAVEL,BOARDB, OR OTHER APPROVED Q _ SOIL ~ ~ \ Greensboro, N.C.2740t \ ~ EMERGENCY BY-PASS Telephone [phone]
METHODS. DETAIL. A/C1.3 - ~ ~ 3 ,~,01j1 Op b" BELOW SETTLED ~ TOP of DAM FOCSimile 336.218-8010
b, MAMTENANCE THE ENTRANCE BNALL BE MAMTAI A NED M NO SCALE CONDITION WHICH WILL PREVENT TRACIChaG OR FLOWING OF F ~
SEDIMENT ONTD PUBLIC RK~Ia18 OF WAY. THIS MAY REQUIRE 2/I 81DE SLOPE ~ \ MAX, p \ 0 PROFESSIONAL OF RECORD`
PERIODIC TOP DRE881NG WITH ADDITIONAL STONE AS CONDITIONS 0 / ~ \ L. ALLAN WLL, P.E"
DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED,DROPPED, SEE SCHEDULE FOR 1 VI SIDE SLOPE ,r~~nrrprr \ ~ MAX, y??
WASHED, OR TRACKED ONTO PUE3LIC RK~4aT8 OF WAY MUST BE WxL SIZE n / • 2 NATURAL SH CaJQf7
REMOVED IhMEDIAIEI.Y, ~ zn sLOPE FILTER a~~ $!Q • 9 L 3 MIN, ? i Q® N L:
GRAVEL CONSTRUCTION ENTRANCE FABRIC . Q . ;
q STONE SECTION r
M b' TYPICAL C.O~S. 436 CAL f
FILTER FABRIC N~~ EEC;"~° ~ N I~j, A/ "~qaN~~ ~
DETAIL B/C2.3 NCDOT TYPE z TEMPORA Y R D VERSION ly TEMPORARY SEDIMENT TRAP l10 1'R STORM) C ERSION DIKE t, ~Ard ~
TYPE I PIPE OUTLET EROSION CONTROL DEVICE No ecA1.E TRAP DRAMaGE DISTURBED SED, ST ~~ruuruirr~~~ g ORAGE BED, STORAGE 8ED. BOTTOM TOP BOTT, WEIR QCT J
DETAIL H/C2.3 ISPREADER~ H/C AREA (acs AREA lac.) REQ ~ 2.3 D, lCF) PROVIDED lCF) DEPTH DIM, IBxL) DIM, IBxU ELEV, LENGTH
a A B B No SCALE 'LE 1 1,3 1,3 2340 2316 3,0' 11'x36' 24'x48' 82 '
PLACE RIP-RAP AROUND L 2 L4 1,4 1520 2616 3,0' 13 ~ 9~ 6 3 2,3 2rl 4140 4 25x50 821'0 6 GEN RA T 308 3~ 19x50 31x60 816 B E L CON RACTOR
PIPE A8 DIRECTED BY 10' LEVEL 4 2? 1,1 3960 3996 3.0' IBk48' 30'x60' 808 8'
NOTE TME ENGME~R
- SEDIMENT CONTROL 810NE SHALL EL. 819fd DE No. D OR No, 51 SEDIMENT TRA P
3 4 ~
-WIRE MESH SHALL BE NARDWr~RE CLOTH Z3 GAUGE MIM. AND BFIALI EL. 812,0 ~ DETAIL. E/C2.3 I ~
MAX, 4' HAVE V4' MEBN OPBdWGb. 3 MATERIAL NO SCALE ~ 3 BtAPLEp M
V4' WIRE MESH -TOP OF MESH SHALL BE A MMIMUM SEE SCHEDULE FOR ~ PRp~ PLACE VARIABL u ~ PROFILE EMERGENCY SPILLWAY E
OF ONE FOOT BELOW THE SIaOULDER WxL SIZE
OR ANY DIVERSION POMT, FENCE P08T STEEL T/CNArp~EL ~ ~ ~0
h ® OR WOOD • STEEL P08T SHALL BE 5 FT, M - ~
® HEIGHT, AND BE METALLED 15' DEEP EL. 81®~ 3 ' MIN. AND BE OF THE SELF-FASTENER - I=11 p - ~ 3 - _ - _ - ~ 3
GRADE ~ FLOUJ TYPE, I -III-11- X70 - - - I - - ~ I - 1-III-111 III-111- - - _ - - _ = I`
. WOOD F'08T FILTER FABRIC EL. 819 III 11 111- - -III-III-II ~iZ~ -III-111-II 111- - - - - - ~ - III III u
SHALL BE b FT, M SEDIMENT ~ NCDOT TYPE 1 NEIC~I•IT, AND BE METALLED U6 OEEP FILTERED CONTROL Mph, AND BE 3' M DIAMTER II III III____ III III =--=1-~~~ os III III I_ I I_ I_I I - - - - - - ~ i II III_II _ _ s
I'-b' vARIEB z' STOP I'-b' vARIES FILTERED TYPE 2 PIPE OUTLET EROSION CONTROL DEVICE - II -III-1 I I III-1 11=1 I I- I-~ i I- " L _ 111 11 3
WATER SECTION EMER TYP. TYP, TYP, - P08T SPAGMG BNALL eE A MIAXN"UM (CNANNEL~ ~N EMERGENCY SPILLWAY CREST ~ ~-1 I I i-1 i I-1 ~ ~ ~ p +-i ~ 0
OF 4' OrG, BURIED _ ~ Z I MIN, _
SECTION a-a SECTION s->3 Er'IE PIPE OUTLET CONTROL DEVICE SCHEDULE EMERGENCY SPILLUJAY LEVEL LIP LE1/1=L SPREADER SCHEDULE ~
~ BPRE'4DER DEBK,N 3 FLOW ENTRANCrF DEPTH END LENGTH ~
MULTI-DIRECTIONAL FLOU1 SINCxLE-DIRECTIONAL FLOU! sTRUC'NRE TYPE 'w 't.' d max, d 50 d min, 'T' 'Q'lcPe)'vYfpe) 1 DETAIL L/C2.3 L.EvEL SPREA ( WDTM W0TM ~ DER cFe) (FT) (~T) (fT) lFT)
STR ~4 1 10,5' 9' 12" 8" 5" IS" 8,80 10.21 m 1~ b 08 3 200 ~
ROCK INLET SEDIMENT TRAP STR, X18 z 55' 9' 12" 8" 5" IB" 16~ 323 DETAIL M/C2,3
DETAIL F/C1.3 ~ ~ N M M N No SCALE ~
STR hb 1 I4 12 12 8 5 24 15,16 bbl
NO ~,q~ GALV, STL. E POND Ol1TLET I 2' 3' 12" 8" 5" 8" 2,2 5bb TRAE - GALv, aTL. EXP STORM DRAINAGE SCHEDULE aNDED 10 YR. STORM FREQUENCY METAL TRASH
GUARD TOP GUARD TOP 60N61'1i1Cr1oN aara oobla aata
DETAIL G/C2.3 - 6n ~ 1E e.ev~Tlon ~a w rhea N rI>~r our 1~r~ else PIPE rrE ene a1Ea a1~a ~ r1lee+rr rota orK tia ~ rIPE aar v~.
No SCALE z- ua' Halt , -1 V8 THK ANTI-VORTEX L61G1N ILGPE `saes! faces! nwR! ccPB~ car! 1aEaD nu ~ ~ eioPE ff1°8! PLATES IGALv. BTL.) 1 OI 63100 833ID obo 096 6t0
PLACE RIPRAP UP ISLAND OVER PLATER lt'sA SIDES OF DITCH MLET ~ 4.41
_ ~ 4'MM, E 16"80 164' 001 080 4A1 16'80 DOI 6,13 C 10-31-01 GEN, REV,
r g DIVERSION E EL. 818.0 TOP OF DNCE 9 7 01 8310 83411 831?I Ol0 0,96 SJaD 4,41 B 10-I1-02 COUNTY COMM,
WEIR ~ li'6D 144' 0038 160 8A1 Ib'6D 0038 IGkD a ~-b-02 GEN. REV.
DA No. OF 11'~ HOLD-DOIW ' -
lAg1E8) SLOPE DRAMS STAKES _ _ ~ ' _ 3 ~0 r~7o aa~a tdk Date Description
0b I ~ ~ - r"eu bb' 0029 160 6,~ ~?1 Revisions
4 FES 8200
DITCH ELOPE 4
I5 p~ PRE-CART 3 ~ CONC. RISER RE-CABT 6 CI 840? 836? 010 096 680 O5D ONC. RISER
2.0 4 ~ I Vl'~ DRAM HOLE DAM 0'8D 60' 002 0.10 0.66 8'80 002 3,16 DAM
4' MM. MLET - b CI 83456 8360 8346 050 096 660 2.16
b" DRAM lT0 REMAM = ELEvATION 12"~ PLASTIC cLOeED DuRMG EL. 813D I I=1 11=
CORp~A~p t:ONSTRUCTION) I ~ I ~I I I=1 TOP CF BANK BEYOND PIPE , ~ ~I I ~I I 1=~ b~c 4m o02 m6m 331 6`8D 002 650
I' MM, TOp OF EL. 812.33 i 1 r'N 138/6 633! 8336
HEIR 0.25' a 8'80 248' 003 060 331 ~ y 8'8D 003 6?4
T = EMPORARY SLOPE DRAIN a ~ ~ STABILIZED ~ , 14 hr1 8390 816.16 f E BEL ! ~ ~
ourL T I~ I I T z E DETAIL K/c2.3 8 orE .I 11~ ~ WQ 8 W 8300 8260 060 096 660 331
I' tNIgC I ~ SCALE 3/8" 3/8" NEOPRENE 8'60 66' 0006 0 ~ W
GASKET ~ 331 b•8p pypy ~.j
NGDOT ~ FLOW . CLASS B STONE 3 -b SQ 0 9 W 8300 82666 826A6 OA6 060 0,96 DA0 2A8
0 Op W b'8D 14' 001 106 _ _ y ~
I ANC POND R SER coy ANCHOR INTO CONC. 8.19 I6'8D 001 580 0 COAT UuPROTECTIVE 10 GI 8l70 626?7 82502 030 096 650 166
coy coAtING ~
' I I _ DETAIL N/C2,3 4 M N, R SER SEE 16bo 4' o0e ~ _ ~ 1,44 e'6D oID16 6,16
I' MM, 4' MM. LEVEL SECTION DETAIL N/C13 NO SCALE EL. 818 z II CI 8315 624,96 624.11 010 0,96 6,80 036
SECTION Z 0
4' MM, 32' 000',5 1A5 ~9„ oIDm,b 650 0 ~
ROCK CHECK DAM SWALE r~m~ 3 a CI 8315 614,41 814?1 010 0,96 680 036 yr
EL. 812 DETAIL J/C2.3 I 18'6D 64' 001 159 O
NO BGALE - I' MK 854 Ib'BD 001 6.30 AA 8 CI 8315 81363 813.43 060 096 680 331 W
1' MM. - - 9 MUIX.8I.OPE Ib~D 112' 0016 2,15 1516 18'80 0016 1,11
I 10' i 14 MFI 83lO 82063 82616 87033
3 ~ V8"x5'-m' 84 ALUMI PL
I 84 AI.Uf'I. PL 74'80 180' 0006 7,15 1511 24'60 0006 601
SLOPE ~ SLOPE ~ T®~ FLAIQED END SECTION 15 h31 8310 819,43 81933 END SECTION
~ PIPE OUTLET DEVIL 24'8D 8C 0006 2,15 1616 14'8D 0005 601 Dote 9- -0Z E OUTLET DEVICE
c SEE DET. GK.2,1 ~ Rs 81893 Dwq.By FINELINE Cdd

EXTENDED DRY ' L) n Pie 821M Ck.B Q Hill
1
CALCULATIONS DETENTION POND ' /SEDIMENT BASIN 65 LF b" cMP 1' D2' (1) ANTI-PROVIDEsEEP couAlecB) waTElarllr File No. 01-054 P COLLAR(S) b'rSD i4' 001'1 7',0 ®~0 6a0 16,96 b"8D ®Oh 913 ,TEptnc,WT b Re
DRAINAGE VOLUME VOLUME DRAIN DESIGN DESIGN DB TER RISER BARREL BPILWIAY ANTI-FLOTATION * 05% CORRECTION TO BARREL TO BA 82®20 $heet RREL
AREA (AC,) REQUIRED (CF) PROVIDED (CF) FLOW (IN) FLOW (OUT) TlI E LENGTW BLOCK DETAIL P/C2.3 CUT-OFF TRENCH NOTE - NOTE - RCP DENOTES CLASS III RCP WITH TONGUE AND GROOVE JOINTS AND DUTYLMASTIC
SCALE ~.E DO NOT L01 5a0 14,100 15,238 b" DIA 0I0= 13,9 CFO 00- 10 M 64 NRS 48" CONC 65 LF 8" CMP 10' NO BACKRLL IWMPERMEAE 40'x39'x3O' SOILS COMPACTED TO COLLARS W DO NOT LOCATE ANTI -SEEP SEALANT COLLARS CWITHIN AT 1' T PIPE SD DENOTES CLASS III RCP WITH TONGUE AND GROOVE JOINTS AND BUTYLMASTIC SEALANT OR DOUBLE WALL
95% STD. PROCTOR DENSITY JOINT. HOPE PIPE WITH CLEATED LOCKING JOINTS (WI-0 BY RANCOR OR N-I2 5Y ADS) C2m3 JOIN.

4
~i
ATA 51TE D U
I, PROPERTY owr~R
1~ GUILFORD TECHNICAL COMMUNITY COLLEGE ~ ~^b ~
62111K°FI POMT ROAD X P 0 DO 329, ap W ~ V
JAMEStOWN, NG 11181.
CONTACT DAN SITiCO 336-199-8682 V
. - 1. DEVELOPER ~ ~
JOHN S, CLARK CO, I ~
816 W, FRIENDLY AYE, NC 211-4208 ~ v sr I
AGT HENRY MUNN 336-111-4228 , . ° ~'S'''D0~ GONT ~ ~6 R Ro
15 R. 5. l 8
3, REFERENCES 18 B ~ D8.3121 PG, 1154 li0 0~'
~11'or D8.3184 PG. 538 (~U I S/T ~N .I N
D8.3154 PG. 531 D8, 3119 PG, 1481 ~ w?ro.~t - - - - - POINT ARCHITECTURE

\ YICINITYMAP ENGINEERING
4. ADDRESS i•n'"+ / ~ . HIGH POMT ROAD / /
JAMEST011~1 TOUM6HIP, GUILFORD COUNTY / / 11 North PLANNING
JAMEStOWN, NORTH GAROLMA / / ~ / / LE END
6. TAX MAP DATA / / EXISTING NEW INTERIOR DESIGN
ACL 1231-8-936-6, -1, -9, -12 ~ ~ ~ / ~j /
6. ZONMG DISTRICT ~ ~ 4 T- K vor U pull-DMG U 80 C oger Boule d
PI• PUDLIG MBTITUTION ~ 1 Greensbor N.C.2T401 i 81TI~MMOUa PAVMG o.
1. PROPOSED usE YMCA / Telephone [phone]
/ I=1 coNC, aLae oR PAVMG F im 0 oca ne 336.218-8x0 ~I
TOTAL ACREAGE = 152,11 ACRES I a ~ IOfD CONTOUR ELEY,4TION ---f100-
IMPERVIOUS SURFACE Al VI1122 = 61,28 ACRES 1 UNDEVELOPED LAND = 83m9 ACRES ~ ~ PROFESSIONAL OF RECORa ~ • Imom SPOT ELEVATION • ~looo
52% IMPERVIOUS SURFACE ALLOWANCE = 4135 ACRES 1 L. ALLAN HILL, P.E. I =a• aD= STORM M - ~u~rorrq
IMPERVIOUS SURFACE ADDED SINCE VI/22 = 1,89 ACRES f 3A8%) _ PROPOSED YMCA 422 ACIQEB f 5~b%) 1 ~ ~ DRA LME 8' aD ~~'h ~ ~ 0 a ~H CARP ti
TOTAL BUILT 12°ON = 1,29 AGREE 18,53%) ~ I STORM DRAM INLET ~ .•••ati 1 G ti"~ ~ s
DI8IURBED AREA = 122 ACRES 14,19%) STORM DRAM MANHOLE ~ / ~
I TU D AREA =141,91 AGREE (9521%) WD s RBE WALKING /JOGGING TRAM > e~ HEADWALL oR ENDUTAU. _ ,
NOTES / ,lao _ / ~ 15809 -
_ _ ~ w p - -ee- - saNITaRY 6EWER LME ea t ti C~ F.
I, TOPOGR4PHIC DATA PROVIDED BY GUILFORD TEGMIIGAL GOMA'1WITY COLLEGE, ~ ~ - - - - - - - - - - - - - - P 0 BOX 329, JAMESTOUA~I, NG 11181, BASED ON BOWDARY/TOPOGRAPHIG SURVEY, "1 ~ e i ~ 8AN ARY MANHOLE $
J STOWd CAMPUS GUILFORD TECHNICAL COM'LAdITY COLLEGE, AME ~ ~ ~ --o =~Id,-~, I ~ 1 CLEAN OUT h~~~te
BY MITGHAM /ASSOCIATES, PAY 5915 HKiH POMT ROAD, GREENSBORO, NG 11421, ~ ~ p 18 2002 o ' I i -x- CHAMLMK -
DATED 26/2u21, wrrr t- + • ~ . ~ ~ FENCE x-
1. GEOMETRIC DATA FROM SI~VEY BY REGIONAL LAND SURVEYORS ~ + - XX - SPLIT RAIL FENCE - XX - ~ a~ I
3, THIS SITE IS NOt LOCATED M SPECIAL FLOOD HAZARD AREA PER F.I,RM. r A b . ~ ~ GENERAL CONTRACTOR ~ I ~ TREE LME
COMMUNITY PANEL 312113 2116 G, IE:FEGTIVE PATE NOVEMBER 19,1988. i ~ .x~l~w 'os~u SILT FENCE -d----~-o
1 NEAREST 122 YEAR - - ea•r73•~ ray n®oreRrr ~we~ - . THE SITE IS LOCATED APPROXIMATELY 3, 22 FROM THE - -
FLOODWAY. CONC. CURB t GUTTER D7
PROPOSED 4, THE PROPERTY IS LOCATED IN THE RANDLEMAN DAM W4TER8HED fW8 IV), ~ ~ - - - - - SLOTTED CURB
B~~~DING ~ n r ~ -W- U14TER MAM W 0
W COMMITTEE ENDORSEMENT ~ uwtEReHED REVIE 11,616 SF a n ( ~ ~ , i ~ T TELEPHONE CONDUIT T U
ZONINCs DATA ~ FFE 840.0 Thi° Weter'°Fwtd Drawbpmant flan (Dav. ~ ) i° epprovod by thr ~ ~I
ITgYt REQUIRED ACTUAL UJeter°hwtcl Rw~r Cormitt~s, i ~ ' n G---- GAS LME G wlc slaw ~ ; i I ' o ~
MM, LOT SIZE 42,222 SF BF v'6~'0'~~ I ; ----E---- ELECTRICAL CONDUIT ~ ~ wic ~ i E ~ 4- ~
MM, LOt WIDTH 152 FT Director of Plain end Dsvslopmw+t Det. ~ ;i I ~ ~ FIRE HYDRANT Y O 3 -
FT ~ MM, STREET FRONTAGE 122 Ft r4rr ~ ~ r r ~ ~ ~ 'i ~ I~ u l7 0 r
MM, BETBA,GKB o ~ i FRONT (SOUTH) 60 FT Ft OWNER'S CERTIFICATE OF COMPLIANCE ~ ~ ; i C4 GATE VALVE N ~ L ~ ~Q~
REAR !NORTH) 22 FT Ft ~ ~ POST I~K;ATOR VALVE e - - V t ~ ~ Os
SIDE (EAST) 52 FT FT I, , accept tha e~miaion a° ny plan of dsv~lop°wnt and ~ ~ Q~t I : ~ THRUST DLOpC Q ~
SIDE IWEST) 22 FT FT lOwnsr/Dsvsl ) ~ - FT ~ ~ ~ f e oval, ~ MAX, BLDG. HGT. 42 FT agrer to xxtell all rexluired nnprov~nsnt° end conply with tFa coed t on. o ppr -0 : ~ ~ ~ ~ ~!t ~ I: o ~3 ~ PIPE eaLaRO o 0 0
wcerM-~ ~MAhML~ MAX. BLDG. COVERAGE n' r n - H
- PARKMG SPACES ~ d Dea ~ a TOTAL OmrlDs~~loprr ~ ~ Lr. li. ~ ~ ~ ~
H~41~DICAP 6PACE8 1 1 ~ ~ IY 74' M' M' t4' ~ ~ '1,~4 * 0 _ ~Q, TELEPHCN~ OR UTILITY T-c~LE ~ 0
118PACE8 ARE VAN ACCESSIBLE) ~ 74' M' M' 74' N' N' 74' I M' i ~ - ~ ~ ~ PROPERTY / ROW LME ~ y tp
ENGMEER'S CERTIFICATION OF RUNOFF CONTROL 'I~.---.~,,~' i~
I CERTIFY THAT THIS PLAN WILL CONTROL RUNOFF M COMPLIANCE UNTH THE CITY OF ~ ~w~r. ~ I ~ I _ _ _
HIGH POMt StORMUJATER GUIDELMES FOR UkTER QUALITY AND FLOOD CONTROL, AND i~ e • THAT tHE RUNOFF CONTROL MEASURES SEIOUaI'I ON THiB PLAN MEET OR EXCEED THE ~ p ~ ~ SOIL CL/ISOlIC~AIION 7 ~ ~ ~ ~ I
GUIDELINES OF THE SAME STORMWATER GUIDELMES FOR THE WATER QUALITY AND \ ~ ~ I _ J COIIPORAT>ll LMT
FLOOD CONTROL. ~ ~ \ d d I Rrr' Iwr ~ ~ o ~ CaNCII MARK
~ DATE PB. SEAL ~ ~ ~ P
~ 1 ~ ~ QQ IRON PIN OR PROPERTY CORNER ~ ~
~ ~ - e ' I Q BTONE MARKER OR PROPERTY CORNER
BK~+IATURE ! t • 1 ~ Ua CORPS a ENG1'@Im MOPV"@IT
1 ~ ? ~ i ~ ~ • DUILDMO SETd4t,K LI'E
~ \ ~
~ coNC, aDEluax
~ r SYrr4LE
~ ~ ~ ~ J ~ ~ ~ I I Yk Dote Descrl tion ~ ~ ~ ~ RIPRaP P
~ e I y~ 4 Rock c~cK DaM Revisions
~ _ ~ ~ ~ ~
4 ~ y~ ~ TEP1I40RARY DIVERSION DHCE
~ e 1 e ~ ''!!~y ~ _ - ~ ~ ~ I EROSION CONTROL MAT
~ ~ . . 1 I ` ~ - ~ ~ 1~ I ~ ~ D CANOPY TREE
8 ~ ~ ~ I
~ ~ / ~ ~ ~ I ~ ~ I
44, ~ I w ~ I I
~
~ I ~ Z ~ ~ ~ I
~ ? ~ I
I
~ ~ ~ ~ 0. ~
~ 8 ~ ~ ~I I~ ~c ~ ~ a LY
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~ ~
~ ~ ~ ~ ~ y ~ ~ ~
~ ~ ~ J ~ ~
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~ ~ ~ ~
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• V V Date 9- -0~
~ ~ ~
Dwq.By FINELINE C.ed
: f4Qv A ~I.II
GRAPHIC SCALE u^Nw' mill
File No. W-051-001
M 0 l0 N 00 2.10 Shoot
I Li
FEET cl no
1 W ch - 60 n.
zz 1# /Is,

- ~ ~ ~ r
, _ . - - ~ ~Q ~ ~ D TER PAD, I _ SITE DATA o
~ I, PROPERTY OWNER
¦ I I GUILFORD TECHNICAL COMMUNITI' COLLEGE
q T iA r ~ 601 HKsH POMT ROAD W _ _ P O BOX 309, W
¦ ~ I I - j - I JAMESTOWN, NC 21281, y
1` I ~ I d1 ~ y - I I - I - I I I I CONTACT DAN SITKO 336-199-8680
W9b1' ~ ~ , Na. PVMT. r 91 ~ s,~ 8' :r - I I ~ - I I ~ 1. DEVELOPER
n ~ 1 ,cv I I ~ ~ h I I I 1 ~ JOHN 8. CLARK CO. t
~ ~ I ~ I ~ I I j 516 W, FRIENDLY AVE, I I i ~ _ I GREENSBORO, NC 211-4008 sr
~ kFMR 18.93 I - 5 8 ~ b ~ I 'I - _ _ _ - ~ CONTACT HENRY MlFBd 336-211-4008
b GA8 METER ~ ~ ~ 1' ~ 16.'16' 19aLDl N51' • 1 4 " ~LDI N51 03 W 3, REFERENCES ~
~ S51 1823E 634.46' (OLD PROPERTY LINE)_ _ _ Sib R ~ v 1931' ~~Q D$. 3101 PCs, 1254
I ~ ~ D$. 3184 PG, 538 ptz
L ` D$. 3164 PG. 532 N S~ r~ ~ D$. 3119 PG, 1481 N~'
~4 4~ J. a ~ P$. 101 PCs, 001 p~INr ARCHITECTURE
14' 24' 19' 19' 24' ~
I 11 , ; 15 ~I ~ 4, ADDRE88 ~ ( ~ HIGH POMT ROAD VICINITY MAP E N G I N E E R I N G
13 11 533 11 1 ~ ~ 3 JAMESTOILN TOWNSHIP, GUILFORD C06MTY
~ r, n iD ~ I ( ~ " JAMEBTOWN, NORTH CAROLMA Np~ ~ I ~ PLANNING
4. ~ r'~nl 3' Y I • a 5, TAX MAP DATA ` E
~ I N/C 8K:N9 _ ~1 I ~ ACL 1031-8-936-b, -9, -10 EXISTING NEW I INTERIOR DESIGN
z -i vAN ACCE88ABLE t IN ~ 6, ZONING DISTRICT
_h, ~~i I ~ PI- PUBLIC M6TITUTION ~j Bu1LDMG U 480T-C Koper Boulevard
- I ~ ~ ~ ~ ip I n Creeneboro~ N.C.2T40T 1, PROP08ED U8E YMCA ~ BITUMMOUB PAVMG
~ - Ra. ~ 1 'c~ 5. IsD ~ l~,r~~ v-~~-~ Telephone [phone]
~ GoNC. SLAB oR PAVMG Focelmib 336.218-8010 ~ 8, TOTAL. AC~AGE 150.n AcREs
~ 124b1' ~n IB' 8 ~ - ~ ~ ~ ry ~ tfb h ; 4 159b1' A ~ ~ 50,39 I ~ IMPERVIOUS SURFACE AT VV200 • 618 ACRES - - - -100 - - - - CONTOUR ELEVATION -f 100 - - UNDEVELOPED LAND ¦ 83,09 ACRES - - - - - - - - - • PROFESSIONAL OF RECORDI
0 ~ ~ I 50~ IMPERVIOUS SURFACE ALLOWANCE = 41b6 ACRES .100,0 SPOT ELEVATION ~ fI000 ~ ~ P
~ 1 . ~ I ~,~J IMPERVIOUS SURFACE ADDED SMCE VI100 • 1b9 ACRES 13.48x) L. ALL LL, =E.
~ ~I ~ ~ PROP08ED YMCA 4~0 ACRES 155%) =6" SD= STORM DRAIN LME -8' 6D- ~ NtWutq++? ~ TOTAL EsUILT UPON ¦ 1.09 ACRES (8.53%) 0 ~e's~s µ C~~ /~'?~i
~ ~ > • Jti n~ , ~ I 9 DISTURBED AREA = 1$0 ACRES 14,19lr.) ~ STORM DRAM MEET o~ ••e••N o`/ 9 0 ~y
m in ~ ~ UNDISTURBED AREA =141.91 ACRES (95,21%) 0 • STORM DRAM MANHOLE ; ,s.' I " ~ ~ . ~
~--Na. PYf~1'; ~ ~ Y ~ WC SIGN n ~ ~ Na. PVMT. I NOTES HEADWALL OR ErmwALL , g
~ ~ _ 15809 ~ _
_ 4 ......I ~ I, tOPOGRAPHIC DATA PROVIDED BY GUILFORD TECHNICAL COMMWITY COLLEGE, ~ - SANITARY SEVER LME S6 ~ f
~ .Q ~ ~ 4 , v 'P b i P 0 BOX 309, JAME870WN, NC 11282, BAKED ON BOUNDARY/TOPOGR4PHIC SURVEY, a •'•:r~ S - SANITARY MANHOLE -0- P. •..~1 NE=""• ~ ~ JAMESTOUN CAMPUS, GUILFORD TECHNICAL COMMUNITY COLLEGE, , .9~ ~ ,~r
~ v 19' 24' ^ 19' 8' ~ p• BY MITCHAM t ASSOCIATES, PAy 5915 HKsH POMT ROAD, GREENSBORO, NC 11401, _ _ - ~ ~,qll qJT -o ~ A ~ N 1 $ 2~~2
Z ~ ~ ~ ~ _ _ _ I 19 24 19 H ~4 19 19' 24' I 19' ~ w GATED 0b/0U01, ~ ~ !?+mua ~ -X- GRAM LMC FENCE -X-
- ~ ~I ~ I _ I ~ 2, GEOMETRIC DATA FROM SURVEY BY REGIONAL LAND SURVEYORS
i~ n ~ I ( ~ - XX - SPLIT RAIL FENCE - XX - h ~ 3. THIS SITE Is NOT LOCATED M SI°ECIAL FLOOD HAZARD AREA PER F,I,RM.
~ ~ I n 1 TREELME GENERAL CONTRACTOR I N ~ COMMLN TY PANEL 310113 0 b C, EFFECT VE DATE NOVEMBER 19,1988,
/ ~ TAMI 8 8 ~ ~ La.PVMT. I ~ ~ THE SITE IS LOCATED APPROXIMATELY 3,100' FROM THE NEAREST 100 YEAR 81LT FENCE
~ R646' R10g' ~ 10 II II 12 ~ I 13 13 ~ ~ I - FLOODWAY, ~ ~ CONC, CURB 1 GUTTER
~ rL'aNDg R110' I I ~ I I 9 4, THE PROPERTY IS LOCATED M THE RANDLEMAN DAM WATERSHED fW8 IY), ~
~ ~ ,~y~ I R814' 8816' R99R' I ~C ~ - - - - - SLOTTED CURB
~ sr~ \ ~q3 I ~0 ~ m T ----W---- WATER MAN W ~
- qM ~ t?. ~ ' ~ ~ ~~i ZONING DA A ----T---- TELEPHONE CONDUIT T V
~ ~ I ~ ~ ~ ~ a I ~ I - I I ITEM REQUIRED ACTUAL
~ ~ 'Pg I ---•G---- GAaLME 6 ~~p'~ MM, LOT SIZE 40J~00 SF SF L
I ~ 1~ 0~1 ~ I ----E---- ELEGTIiI I ~ I MM. L01 WIDTH 150 F1 CAL CONDO T ! ~ 4. ~
~ Q? I 1 i MM. STREET FRON'T'AGE 100 FT FT Y ~ ~ ~
9 I , ` \ I ~ ~ MM. BETDACKb ~ FIRE N1'DRANT I ~ ~ FRONT (SOUTH) DO FT FT D4 GATE VALVE ?4 ~
REAR (NORTH) 10 FT FT ~ ~ ~
N4b'41'I$"W 1 8 9 I ~ 81DE (EAST) 50 FT FT POST MDICAIOR VALVE V e
fib' ~'n~~\`i \ ~ ~ ~ La. PvMT. I SI (wEBT) 10 T"t Fr o s DE Q ~ t ~ ~ MAX. BLDG. HGT, 40 FT FT THMIUaT BLOCK Q C
~ MAX. BLDG. COVERAGE o ~ 3 ~ ~ 8 PIPE OOLLAIO o ~ ~
PARKING SPACE Ol Z tOTAL ° ~
LIGFIT POLE ~G Z ~ HANDICAP SPACES 1 1
1 ~ ~ ~ ~ it ` / q? ~ (2 SPACES ARE VAN At:CES8IBLE) ~ TELEPldG~ OR UTILITY ALE ~ 1 0
~ I ~ ~ I - - - - MEOPERTY /ROW LME ~A
I ~ EAI!'BiT L!E E
~ ~ ^ 1 / \ F' t 4
~ ~ ri`,. 1 ~ ~ \ \ ~ ~ - ? - 601E CLAt60K.ATION -1 ~ ~~P WATERSHED REVIEW COI"MITTEE EMDORBEMENT I
\ r ~ . ~ / ~ 11 - • • - CORI'~ORATE L1•gTb
Tire UTetsr~d Dsw Plan lDa>v, ~ ) If a ehe uJet~rehrd R~vlalY Colnnltta>.. ~ BENCH MARK
r~= h • IRON PM OR ~ O PTmPERTY CORNER
\ F8~ ~ ~ i 1 a I ~ ~ 1 / > ` \ I ~ r ~ Dua~ctor of Plemirig and D~wlopn~+t Date ~ BTOHE ~ ? MARKER OR PROPERTI' CORNER
~ ~ 1 ~ I ~ ~ ub GoRPb aR MloNUr~ENt
~ ~ OWNER'S CERTIFICATE OF Cd"M°LIANCE ~ BUILDMG SETA4GC LNE
R. 9~ ~ ~ I s9 ~6~ ) \ ~ \ I r I, , acape tha wbnleelon a my plan oT da?wlop~rK end ® CONC, I
I ~ I t ( (OwnND~wlopR) S DEWALIC
\ ~ I I I egret to mull ell r~quwd ~xov~na end conply with ~ condlNorw oT eppravel, , ,
RPRgp Mk Dote Description
~ I or~/D~wlopar Daa
Roar cHEac DAM Revisions
~ ENGMETER'8 CERTIFICATION of RIA~OFF CONTROL TEMPORARY DIVERSION DNCE
` , ` / I ~ ? I ~ I CERTIFY THAT THIS PLAN WILL CONTROL RUNOFF M COMPLIANCE WITH THE CITY OF EROSION CONTROL MAT
~ HK~HI POMT STORMNUATER GUIDELINES FOR WATER QUALITY AND FLOOD CONTROL, AND ~ CANOPY 1REE
_ ~ / ~ ~7 THAT THE RUNOFF CONTROL MEA8URE8 SHIOYN ON THIS PLAN 1'IEET OR EXCEED THE
R. ' eX ~ > ~ I S ~ ~ U GUIDELINES OF THE SAME STORMWATER GUIDELMES FOR THE WATER QUALITY AND i FLOOD CONTROL..
x ~ ~ I ~ ~r
~ 1 ~ I ~~0~ a r < p " n DATE PE, aeAL
1 ~ I ~ ~ i ~d I ~ ~ 9 (
~ ~ I ~ 1 ~ I !
\ \ I \ \ l ` ~ ~ 1 I ~ I ~ 8K>~NIATURE
~ ~ _ i . ~ I ~ ~ ~ Z
~ ~ ~ ~ ~
i ~S ~ ~ ~ ' LANDSCAPING DATA
~I ~
PLANTMG AVrs, CANOPY TREE UNDER6TORY SHNQl10 W
~ 1 ~ , - AREA TYPE WIDTH RATE TREE RATE ROTE I r
0 ~ ~ I i ~ ~ ~ ~ Q ~ EAST STREETYARD 8 2/100' IV100
S~ / / ~ ~G SOUTH BTREETYARD 8' 1/100' 11/100' y
3, 1 1~ q ~ ~ i ~ ~ - ~ ~ ' WEST TYPED 5' 2/100' 16/100' ~ ~ NOR11a TYPED 5' 2/100' b/100'
- ~ ~ ~ ~ ~ ~ ~ PARTCArG PARKNG L01 WA i/11 SPACES
~ ~ /
D.. ~ ~ THIS IS A CONCEPTUAL LANDSCAPE PLAN,
CANOPY TREES MUST BE A MMrFU'I OF EIGHT FEET HIGH AND TWO MCHES M CALIPER MEASURED SIX MCHES ABOVE
GRADE WH~I PLANTED,
0 ~ J UNDERbTOR1' TREES MUST BE A MMMIM OF FOUR FEET HKaHI AND ONE MICN M CALIPER MEASURED 8DC MCHES AOOVE
s GRADE WHrEN PLANTED,
~ ~ Nj ~ \ Nj
6~ ~6~ ALL APPROVED SHRUBS SHALL BE METALLED At A MMMUM SIZE OF IS MCHEB, SPREAD OR HEK~HIT WHEN PLANTED,
~ 10 ~ ~ ~ THE APPLICANT MUST SUBMIT A DETAILED LANDSCAPE PLAN (WHNGHI DEPICTS THE PLANT TYPES AND LOCATIONS) WTHM 90
;n ~ ~ ~ ' w, ~ ~ DAYS FROM THE ISSUANCE OF THE BUILDMG PERMIT FOR REVIEW BY THE PLANNMG DEPARTMENT, THE LANDSCAPE PLAN ~ MUST BE APPROVED BY tHE PLANNMG DEPARTMENT PRIOR TO RECEIVMG AN MSPECTION FOR THE CERTFICATE OF Dote 9- -0?
ro" > w w w OCCUPANCY,
~ h"' ~ vm Dwq.By FINELINE Cad
m >r ~ Cle_Rv a u~ll
GRAPHIC SCALE Y•,r+ ^,11
Flee N0.01-054
40 O 10 40 N re Sheet
l M FEET A
1 xch : W ft.

_ _ _
~
y.\ • ~ --'(842)---------- 1844)------- ~ .~~b I 1840) - b rELE RYICE
- ELEC eE E SITE DATA Q -ur ~ ~ ~ ~
, (bgb~ • (818) ~ ~ - - - - - - -J1L - - -1 - - - r ? UT ~ ~ , . ~1) r 83a) - ~ I, PROPERTY OUNER
' ' . - - 1834) i I , r - I + Q~~ : ~i . . J ~ I I . , ,t...: -1836 -1838) - . ~ -1838) 3"~ • ~ GUILFORD TECHNICAL GOMMLNITY COLLEGE
I "r ~ , ~ • ~ I II I , . 1839,0) ~ 1 I 1 ` 1- ~ ? 3"W 601 NIGH POMT ROAD ~ ? 3" ~ STI WATER ? 1 _ I P O BOX 309,
rr rlr,I 3"W 3 II 1,~ 1 ~ I TAP Y YE ~ J 8T 212 ~ II, F I AME OUN, NC 84, ~
Arr rrr'I ~ 1 I 1 I-I I ~ I r rrr ;r 83 .98 -r / 1 I _ N I I I 'I I I I I 1:V4" TER METER CONTACT DAN 81TK0 336-199-8680 ~ I, I I IN R'~ x 0
~ 1 r •r 1 1 1 I I I l i i; i i I; ~I 183 .98) f 1 I I1~AI378) - I a i t l „ C' t ~ ~ 'S) la I ~ - - ~ 1 ' I I I ~ 1. DEVELOPER
,1? I I I l i i l (839.98) I 12 PVC POOL l i 1 1 1 • I I ;I 1 ~ / 1 I 1 DRAM ~ Iamlli' h t 1 1 1 1 1 I III I JOHN S. CLARK CO. 1 ~ :
, ~ 1 I; 1 1 r' I 1 M I I I r l r i l l )~NR (839,98 < , 1 ~ l a; l 11 I I ~ I I III ~1 516 w. FRIENDLY AVE. l a ; l I GREENSBORO, NC 411-4008
I 1839,9) I - -11 , I I F I 1. 1 I I 1 ~ I I -11 T-'~, - i 1 , I III CONTACT HENRY MLA~I 336-111-~8 sr ,o P~
. ~ I I t I 1. 11 I 'GAAe3 METER POOL DRAM I • I 1 1 1 I; I I I \ I I 1 I ~ n MANHOLE • I +1 S~1'1823 E 34.46' (OLQ PRO R Y LINE)'. 9~ T- .,3 I ~ ' I I ~ "W ( ;
1 1 1 I I~ 1 1 1 I~hL836ao •~6 D) I I I I'1 I 1 , 3, REFERENCES ~ " " ~ .3101 ,1154 ER 1 1 ~ 1 1931 ~ D$ PG
1 1 i I 11;1 I I ~ 18EE PLUMBJ 1839.98 39,3) I 1" p I 1 1 1 1 L 1 1 ;1 I I 1 1 1 I\ 1 I 11', I I '1 I I I \ 3" COPPER UJATER LINE ^ v 1 1 1 / 1 , 1 1 , ~ I D$. 3184 PG, 538 O ~ I I I 1 ~ I I ~r
. I 11'1 I I I I I ~ I 1',I I I I " ~ I 1 1 I I 2 IR RPZ BACICfL06V ~ I ~ n I I I ~ , 1 , `I I D$, 3154 PG. 531 IGN JC ~ r~ ? n l l , ~ I I ? D$. 31'19 PG, 1481 N
/ I I I .1 I r, 1 1 , . ^1 I 1 n 1 I I , I I I 1 x 1 1 `PREVENTOR ON DOMESTIC 1 I / 11 1 1 I 11 1 1 ' , I; P$. Ifdl PCT. 001 POMP A R C H I T E C T U R E
/ ~ I \ I 1 1 1 1 1 1 I I,1 I LME M6 DE BkDGw I 11 1 I / ~ , I 1 1 I',1 , I \ 1 I I ? jj 1 1 I ~ I „11
• I I t I I I I 11 1 1 , 11 I 11 'I , \ 1 III 1 , , ' 1 ~ 4. ADDRESS , , I : 11 1 1 , ( ~ NIGH POMT ROAD VICINITY MAP E N G I N E E R I N G
/ I I I, I I '1 I 1 \ 1 I 11 " ^ 71 16 „ I I I, , , \ 1 I 1 1 1 1 I ' ~ ~ ' ' ^ ~ I ~ JAMESTOWN TOWNSHIP, GUILFORD COUNTY
, / 1 I I 11, V I I I 1 1 N , 1 1 1 1 I I I',I 4 \ II I ,11 1 1 ..I I I i i ~I ~ ~ ? J ~ 81 NORTH CAROLMA 11 u ~ oW~ North II I1 ..I I I., PLANNING
/ ~ 1' 1 1 1 1 1 1 'r \ ' I 'I 1 1 1 ~ . 11' 1 1 1 1 • 1 1 1 1' ~ 1 ,1111 ~ , 1 , 1 ~ 5, TAX;MAP DATA f,
, w \ I I f,1 1 1 I , / ~ I 1 1 1 \ I I I I , ~ I ,1 I I I ten`/l 1 I 111 I , 1 ~ LE E 1 ND ~ ' I ACI-;1031-B-936-b, -9, EXISTING ,11 I I ~ . NEW
i i 1 r, 1 1 ~ (83.98) ~ 1 l ^~y~ { I ~ ~ I INTERIOR DESIGN ^I',I ~ rr ~ ~ b. ZONING DISTRICT
' I'I I \ P 1 /I nl l I I' I I I HY T 1 1~' 1 ~ / 1~ 1 1 I ~'1 I I ~ \ "DRAM 1 I L I I~ ^ 1 I I , I I i°ueLlc MBrITUT1oN U Bu~LDMG 480T-C Kober Boulevord a?
I. 1 1 1 1 1 1 HY4RANT \ 6 GATE VALVE I ,~7~ I I 1 1'•I 1 ' 1 t~ 1 n ~ ~ v 1 '1 I" V 1; 1 1 tl? 6" GA VALVE ~ ~ M VALVE BOX . 1 I ~I I I , 1 + 1 ~ BIT1,M A Greensbpra N.C. 2T40T
TE 111 1 /1 I. I I 1 I'. I W ~ I ~ I I I ~ 1 M vALvE..BOX ~ r./ v ~1 1, PROPOSED USE YMCA ~ MOUE P VNCs Tebphone 336.218.8282
~ I I 1, ~ , - ' ~ III 1 • i i i I I r ~ \ !839,98) 1839,98 } ~ 1 I I'' I 1 1 1, CONC. BLAB OR PAVMG ' f,.T 8, TOTAL ACREAGE 150.11 ACRES ~ ~ ' ~ FOCeimlle 336-218-8010 III I\~ ,
1 I 'a 1839,98) h` ~ ~ I ' I s' . 1 1 a i i i i 1 I• 839. ) ,1 11 i i 1~ I I 1 1 1 h I IMIPERVIOUB SURFACE AT I1UZ00 • 61148 ACRES _ _ _ _ _ _ _ _ I ~ coNtouR ELEVATION -fleo - 111' I I I UNDEVELOPED LAND =83149 ACRES PROFESSI
, I©I I I ~ I l i I ` III I f l 1?% 1 1 I I I I I ' 1 1 1 III I I I 6" T 'SLEEVE 5fr7% IMPERVIOUS SURFACE ALLOWANCE = 41b5 ACRES . Isom SPOT ELEVATI ~ fI000 ONAL OF RECORa
I'' I 1. 1 1 1 1 1 , i ;1839b) / ~ 1 1 1 I r ,1 ' n'. 1 1 I I , I III I IMPERVIOUS SURFACE ADDED 8 UUOs~I • 1 ~ L. ALLAN NI P , , , 1 I AND ALVE MCE 1b9 ACRES 13.48'X LL+ .E. I F'~ •
QI 1 I I I / ~ ~ * ,I I ; III 1 I'. 11'.1 11 1 ~ 1 I 11 A l i II I ? 1 1 i ~ PRQP08ED YMCA 4,10 ACRES f 51d5lr) BBD BTOR`1 DRAM LINE -8' BD - II ~ I 1 III I I TOfiAL BUILT UPON • 1,f~9 ACRES !8,53x) ~
? 11 I , 1 ' ~ DISTURBED AREA = 110 ACRES 14,190 ~ BTOFB'1 DRAM INLET ~w CARf7 ~y I 8
F / 1 1 .1 1 1 1'. 1 1 - \838) ~ 4ti - 11 1 I 1 I / 11 1 1 1 + , -'L-- ...n..-.--.•., ~ ~ / ~ i •1838,6 ~ ) / ( , I III 1 1 I I I uNDISTURBED AREA •141.91 ACRES !9511%) I, I 1 1 STORM DRAM MANHOLE ~ t~FE$$~ ~ 9 I p p
1', 1 , \ 1 \ I ww i~l V I III / I 1 , I , T ; 1 NO ES : >I,
I 1'•1 l \ \ `L,~ w?' ? ~e , if I 1 1 111 ? ~ ? `ti- - 1830) r < 3,g / ~ ~I 1 I 1 , , , 1 , . I I HEADU141.L OR ENDwALL . ^ 1 , I I $S ~ w _ ,
'.1~ . , ? ~ ~ ~ I 138 ) 1839,44 1 I 1 ~ ? - . ~ 1 ~ ?Q~ ~ ~ 838,1) 838.1) I "'111 I ~ p I ~'L roPOGRAPNIC DATA PROVIDED BY GUILFORD tEGHNICAL coMMUNITY COLLEGE, SANITARY SEWER LME Bb y ul I
' 1838 (83918 I ~ 1 I t ..1 1 ~ P O BOX 309, JAME810UN, NC 21281. BASED ON BOUNDARY/10POGR4PNIC SURVEY. - _ :~N Q.••. X 1 1 I I S SANITARY MANHOLE •h 1^i~ d I J STONN CAMPUS GUILFORD rECFNI ITT ~ ~ ~ •
1 1 1 I I AME CAL COMMUN COLLEGE, . ( a • 1 1 i I , ~ I. ( ^ IB1' MITCHAM / ASSOCIATES, PA,, 5915 HIGH POMT ROAD, GREENSBORO, NC 11401, _ - - ~ •'4 ~1,~
• ~ -1818)--~~ ` ? , .i. , 1 1 I III I I -•---1816) .'re.---~- 1 ? \ .1 `183(" 1 I I 1111 1 1 1 1 1 to DA mb/mU01 ~ CLEAN OUT ~ 4 ~ ~ 1111 ~ UI TED (117HN? 1 , , , I SEP 8 2002
~ I \ i' 1 . ~ • . I 1 I I 1 II it x- cHAM LMK FENCE -x- 1 1 1 I ~ Q 1. GEOMETRIC DATA FROM SURVEY BY REGIONAL LAND SURVEYORS 1111 ~ ~ I } ,
/ \ 11 1 ;1 1 1 ~ ~ ? III 1 ~ I 1 ~ - - SPLIT RAIL - 1 1 , , , ~ XX FENCE XX - 1 1 1 1 I ~ 3. THIB~,SITE IS NOT LOCATED M SPECIAL FLOOD HAZARD AREA PER FIRM.
/ ~ 1 i ti...., ~ ~ \ 1 1,1 1 I I I I , ~ Iry /w1n/ww~n IW~r?4?rd1 , , ~ ~ COMMINITY PAJ~EL 310113 0116 C, EFFECTIVE DATE NOVEMBER 191988, TREE LME GENERAL CONTRACTOR 1 1 1 ',I h l ~ ~
~ I'1 I r I 11 j v1 i ~ 1 - ~ THE SITE IS LOCATED APPROXIMATELY 3,1fD0 FROM ThE NEAREST I®0 YEAR SIL1 FENCE -o--+--o
\ I I r, 1~'. 1• `.:r 111 / I ~ ~ 'v ~1 I I 1 ~ ~J 1 I S ~ ~ I , r8 I ~ I ~ - 1~ 1 , , I = I fLOODwaY, 1 11 .0
\ \ ? w1 ? ? I 1 iv I CONC, CURB ~ GUTTER I 1 1 ) 4, I 1 1 , 0 THE PROPERTY 8 LOCATED M THE RANOLEMAN DAM WATERSF•ED fUJB IY), ~
1 I 1 ~ 1 { cp - - - - - BLOTTED CURD „,i M 1 1 1 I
r.,, r-,p\~~ N ? \ ~ \ 'll 111 ' ~C~ ? 1 11 111 ~ N I 1 I I -w- WATER MAM 1 I 1 1 ~ W 0
I,', 1111 I 11 1 1 1 ----T---- TELEPHONE CONDUIT T U
, ' ' ~ ` e 1834,8) J? I 1 I 1 1 I 1 1 1', 1 1 1 1- 1 II 11,1
1 1 f,l , ~ I ---•G---- GAB LME ~ L 1 , 111 ' 6
/ i~ I .r '(83? 1833.? ~ . ~ I 1 r 1 ? 86) 1'I 1 1 r,l ~:1 ~ ~ ^ I , 1.1 ~ I -E ELECTRICAL CONDUIT L ~ ~ ~
~ ' \ I 111, I ~ I c 1 I - p 1 1 1 ~ 1 FIRE HYDRANT Y 0 3 -
, , • • 'v I I 1 ' ! ~ , 'v 1 I I I• I I I ~ II 11 ~ I V
- ? - ~ ...1,._ v,c~;.i„~/,~_-n ~ :r see- - ~ ~ ~ 1 ? 1 , , • \ . • ` I ~ 1 1 11; 1' ~ I C4 GATE VALVE N ~ ~ iii i1j' I I ~ p 11; I ~ ~
~;nl Ilr, ~ T _ I POB MDIGATOR VALVE - V :+I I I / 8
~ fib) w•. ~ - - . 1 1 1 • I r I 1 0.~ ~ I I I ~ ~ d) l , , III ! I ~ I TFNiUBT xocK ~ ~
~ ~ - ~ ' ' ms's 1 g3?b ~ 1 1 I r 1 ~I I I I a ,.1 I I 1 1 j ~ 1 1 1 1 I 3 L
I I+ ~ I ~ PIPE DOLLAR o 0 I 1 o I•~ 11^ ~ ~ z , I ,I. ,n - H
~ ~ ? 13 \ ~.3~•. \ i 1 r~ r r 1 r. I , , , I 1 LKiHT POLE •o I i ~ V! III ' I
~ t•. II I ~ I,, ~ I. 1 I 1 , •I I I , TELEPHONE OR UTILITY "OL.E 10.1 O
I1 •I , I , I 1 • I 1 1 ~ ,1 PROPERTY / ROw LME ' I I^ , I
I•'' ~ I I 1 I, 11, 1
, ~ , I ~ I I 1 EABO'EFlT L!! ~ 1 I I
r ~I r , . ~_~p_ ? \ ~ ~,-h r ` ~ ~ , . , ~ ~ 8' '881 .r 1 r I I ' I i ~ • - ? - BOIL CLABl~IG4 7 , I , I ~ TION I' Yr WATEIB6FIED REVIEW COMMITTEE ENDOIBBEMENT
111 ~ I I, i 1 ~ ' ' CORPORATE LMIT6
~I,I ~ • r 1 • I ~ IWtvai,.d Dswloplll.nt Plan fDav. ) le approved by tht 1 ~ I DENCN
h I , r? II tanFrd R.vl~r ConnlltM, ~ MAIrC ~ 11' y i h t .
, \ / ~ ~ h ill , ~ Y 1 1, I I 1 I I I 0 IRON PN oR PROPERTY coRNER r ~ ,
~ 4 r ~ rrr I 1 r glr~etor of Plarn and D.v Data , , I ~ ~9 olop~IwK ~ STONE MARKER OR PROPERII' CORNER
. \ rrr ~ • ' r ~ `•10 ~ Ir r r t 1 ~ I I :I 11 f UB ~ ~ CORPS OF ENGNE1016 MIONJ•ENT
~ 1 I I ~ I OUArER'8 GERTPICATE OF COMIPLLANGE
i , r , , \ ~ ',1 r I 1 ~ ~ I DUIL.DMG BETDAf,K LNE l ,~I •J, , acupt the wballe~lon aly plan of drwlopllnrlt and
\ r 1 I ~ .s ~ , ~ I I • \ ~ 11 1 , I ® CONC. BIDEW4LK I coIN+.ND.wlop.r)
1 i I to Iniall all nqulr~d Inprov.n.nta and conply wlth lFI. eondlelorr of approval. . , I BIUALE
• \ 4l ~ .il I• I 1 1 I ~I , II RI Mk Dote Descrl tion
I . ` / ~ I ~ PRAP P ~ ~ I Ow+.ND~wlopr Daa
I ~ ..1..~ 1 ~ '•I r'. ~ , . I: , ~ I Roar cHEac DAM Revisions 11 , I ,
.'1 , I , ~NGM~EER'S CERTPICATION OF R CONTROL TEMPORARY DIVERSION DNCE
\ ~ •c ~ I I , I ~ I
~ . ~.,1 . ~ I'. \ I I; CERTIFY THAT THIS PLAN UALL CONTROL RUNOFF M COh9'LIANCE WITH THE CITY OF EROS ON CONTROL MAT I , I ~ I NIGH POINT BTORMWATER GUIDELINES FOR WATER QUALITY AND FLOOD CONTROL,, AND CANOPY TREE
I I ~ THAT THE RUNOFF CONTROL MEABlJREB SHOWN oN THIS PLAN MEET OR EXCEED THE I
< ~ CaUIDELNEB OF THE SAME BTOR`1W4 S FOR THE WATER QUALITY AND I
I \ s, , ~ ~a' FLOOD CONTROL. ? • , ~ R fi
~ ~ 1 , \ \ I 1 I ~ ~ IA \ ~ \ ~ ~ ~ r. 1 , ~ ~ o DATE • 10,E 4
I ~ , F ~ ~ Z ~ ~ 9. . u SEP 182002 = ~ : UTILITY N T p 0 ES O I sEaL
• ~ ~ , , 1 I I, I ~ I- I I 's 1849
~ ~ . \ I I \ < ~ 1 BK>irti4TURE ~ L EXISTMG uTILI11E8 BHOUN ARE FOR REFERENCE oNLY. T ~ I I fry • CONIRAC OR SHALL VERIFY WITH • CIS
e I ~ : ~ GJ ftE uTU.ItY COMPANES TFE E)fACt LOCATION, SIZE, AND DEPTH aF urDERGROUND UTILITI' LMEB. ~ : ~ ~7 ~ a 1. k
I . I I ~ 9 W W ~ ~ ~ ~4 << ~~L 1, ALL UTILITY 8 S ~ ~ , A N TRUCTURE MANHOLES, POUTER POLES, ETCJ vISIDLE AT THE GROUND , ~ l7 ~y , Q
I I ~ ~ ++IInuN+` SURFACE uERE FIELD LOCATED. TEERE MAT BE OTHER ~"WD UTILITIES ON TNIB Q . a < ~ SITE WIICN ARE NOT BFIOWN oN rEE PLANE.
I , ~ t ' ~ \ I I I I o~ 1 Z
I ~ \ 3, SEE PLUMBING DRAUNNGB FOR I ~ O.1 ' CON+ECT ONS TO BIJILD1rG SERVICES.
, ~ \ a < ~ 4, EL.ECTRI
\ I r I o ~ I •rA I ~ I I CAL, TELEPHONE LIMB, AND GAR LMEB RNOUN FOR CO-oRDMATION oNLY, SEE ~ D ~ • 0 IA ~ I ELECTRICAL PLANE FOR SITE LK~HTMG,IELEPNONE, AND POWER LOCATIgrB. SEE
~ / \ / \ MECHANICAL PLANS FOR GAB 0 W I ~+81 ~ SERVICE CONNECTIONS AND GA8 METERS,
~ ~ • I I ~ . ~ ~ ~ ~ 5. ALL UL4 I TER LUE CROSSMGS OF SANITARY OR STORM SEUERS SHALL PRCMDE A C7
~ ~ r~ll . ~ ~ . r• I ~ MNMIM VERTICAL SEPARATION OF IB°
I ~ ~ ~.r ~ 11 , I ~ ,r I Z ~ I1 b, SITE UTILITY CONTRACTOR WORK SHALL TERMINATE AT 5' FROM TFE BUILONG. W
I a' , ~ I ~ 1 I I ,
I ~ ~ ~ , /I I 1,coNrRacTOR I SELAI.L MCLUDE M N 8 Blp THE COST FOR WATER MBPECT SEWER T Q / I bN, AP Q
I ~ 1 o ~l ' FEES, WATER AND 6EWER MBPECTICN FEES, WATER METER CAPACITY USE FEES, COMECTION T • COS S, AND DONDNG (IF REQUIRED),.. Q
I ~ ~a I ~ Cl 1 .t/~
, ~ , I I ~ ~ ~ 8, REPARATION - MSTALL WATER MANE AT LEAST ~ FEET LATERALLY FROM EXISTMG OR ~
c ~ ~C ~ ^ ~ 'H3 I 1 PROPOSED SEWERS, UNLESS CONDITIONS PREVENT A VO-FOOT SEPAR4TIOPL WERE A I0- C 9 ~ FOOT LATERAL REPARATION IS NOT PROVIDED, TI•E WATER MAM 8w4LL E+E LAID M A ~
• ~ t / ~ ~ 6 ~ ~ ~ ~ 6 SEPARATE TRENCH OR M 1FE SAME TRENCH AS THE SE4UER ON A DENCH OF ~ ~
I \ ~0 a ~ ~ ~ ~ ~ UNDISTURBED EARTH WITH A MMMUM VERTICAL SEPARATION OF Id NCFEB FROM THE TOP OF TO 1NE BEUER TI•E BOTTOM OF THE WATER MAM,
' ~ / a I ~ ~ ~L /
~ ry >n J I ~ ` q ."1 / ~ ~ \ Dote 9- -0T / 9. UTILITY ou+>`ERR oN TFE SITE / ARE AS FOLLOWR WATER -CITY OF GREENSBORO, SEWER
h / I m ~ \ / ~ ~ TOIIN OF JAMEBTOUN, ELECTRICAL -DUKE POURER TELEPHONE -DELL SOUTH, NATURAL Dwq.By FINELINE Cad ~ ~ ~ I GAS -PIEDMONT NATURAL GAB.
o ~ .By A, Will
'or GRAPHIC SCALE Ck
u 4e w File No. 01-054
Sheet
r y c Mr C1 I
~ xxh • 40 re,

_ _
• ~ WALE ~
1. ~ - ~ _ _
if c cl((((C{l ~ ~ ~ ~ do ~ ~ ~ \ - ~ U~ ?(1 ~Y :
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/ 1• ~ I / / J Iv rr-'- r l~ ~ 1b31 \ I I f' ~ ~ ~ ~ ~ ~ ~i
~ ~ 9~ 1 ~ ' / I r r r i ~ ~ •
I 1, I Y r' I~~ 11 / y ~ 1 ~ N T vadi, r aX 2g1 ~ ~ , ~i
I I ~ ~ ~ " Q• T P. SEE t I~ ~ ~ i u b L •I ~;S sr i
/ ~ I I I I~ I I l I~ ~ (Y ~ Cz , , , , I I I I 1 I •'1 Q'L/11 L ~ 1 I;I ~ I I (L RI
• ~ I I I. 1 I •I I I` tl 3q•$~ . 6 I 11 ~ ~ 1-,. i i I ~ ~ J lh Ro
I 1 1' I , 1~ ~ ~ . 11 Y I 1~~ 1 1, Ir.9 I'.1 I 1 \ G .L F - II'_9 03'lU E~ ;i v ~
I 1 I I I I I•• I r71.~ PRoP. R7~w - / / ~ ( V l 1 1 1 1 - - . I II + 3 ~ 19~. I ; 9.31 ~ D
I I . 551 18 23 E ~ , I I I I ~I 1 ~ ~ I 1 1 1 I L I ~ L NON
1 1 1 1 ~,1 11 634.46 I I ~ V 1 1 I I ~ ~ I I J 1 I ~ ~ I 'III ~ - INt ARCHITECTURE ~ I i ~1 ~ . II I I ~ N
1 1 I', 1 1 I ~1 • V 1 1, 1 1 1 1 r" I I I ~ 111 I I I / I I ~
/ ~ ~ I I fP' iii '.I 1 1 ' ~ V ~ 1 I 1', 11 ~ I \ I I III ~ t~ /''I ENGINEERING ~ I I _ VICINITY MAP
iiij 1I~I1 \ III ~ III ~
' V I I I I r,1 1 ` \ I I M 1 I f I I'.I 1 ~ I I I , I I , - NOf~I PLANNING ~ II I ~ n1~: ~
V 1 1 1 1 1 1 1 ~ ~ I ( ~ 1'1616 \ ~ V S I I 1 1 1 ` ~ ~ I 1 ~ I I I V• ~ _ I I _ NorES L END EG
,l r 11 \ F ~ I •.I I ~ I TING NEVV INTERIOR DESIGN I EX S l I ' ~
..1 1 r. 1 r I ' I 1 \ J ~ ~ , J JI . , ~ ° TA PROVIDED BY GUILFORD TECHNICAL I ( r 1, tOPOGRAPHIC DA 480T-C Kogar goulevord
/ ~ , I I I( ~ I I ch , , COMMUNITY COLLEGE, P 0 BOX 309, JAMESTOWN, NC L_J BUILDING U I ~--I r C.2T40T f 27282. BASED ON BOUNDARYlTOPOGRAPHIC SURVEY, GrOQf1SC0 0~ N.
1~ 1 I ~.~i r 1 - / ~ 1 ~ 1 I ' \ ~ V I' \ - V 1; 1 1 1 1 f. I I / ~ ,1 Q) I - ~ cp ; •I F RD TECHNICAL COMMUNITY BITUMINOUS PAVING T610 ~ 3.218.8282 d? JAMESTOWN CAMPUS, GUIL 0 p~
/ 1 '.1 1 1 I 1~ 1 1 I I I I I I I• COLLEGE, BY MITCHAM & ASSOCIATES, PA., 5915 HIGH gLq,B OR pgvlNG FOCBlmlle 336.218.8010
1 I) \ ~ " I~ I I I _ '1~ 1 ~ I I I I J ~ I I V ' v "ICJ N POINt ROAD, GREENSBORO, NC 27407, DATED 06/01101.
X V~ I'. 1 I I l; ~ I I I I , ~ ; - - - -IOm - - - - CONTOUR ELEVATION - RECORD I I - - - PROFESSIONAL OF
/ _ v / 1 1 I I 1 1 I'.1+ fi.T C 2.2 \ . J ~ I 1 I I I TEM'P• SED,,'' , 1 1 , I 1 SEED I~ 3 e y. ; TYP.) (8343) I I' ~ ATA FROM SURVEY BY REGIONAL LAND 2. GEOMETRIC D r I~ID SPOT ELEVATION ' cI00r0 AN WLL~ P.E. I I ~ L. ALL a
'J I I I ' O _ 1 ~ ( ~ ~RAPi~~,. ~ ; I I I I I I I I I ~ ~ SURVEYORS _ ~ - IN LANE -8' SD - ~~1W'sltrgNrk I I I -0 SD- STORM DRA o~c CA~ r,~
5 J SEE SC N: ' I 1 1 ~ + ~ ~ III ~I < • 1 1 I x39.5 I ~ I 1J 0 is NON O~~ I I ~ 3. tHlS SITE 15 NOT LOCATED IN SPECIAL FLOOD HAZARD ~ ~ ~~"i, li I ~ ~ STORM DR41N INLET a° af- SS~ '17
1 ~ ~ ~ II SHEETC7•l. M'~ I',I I I I~ I ,.,I' J L III '.I , I I I I ~ ~ > I 1 n I ,I ~ ~ ER F.I•R.M. COMMUNITY PANEL 370113 0176 C, d ~E t~ I I AREA P ~ ~ ~ Q N S
i1, , LI 1 I ~ I 11 1 1 I~.1 I W ~ 38~ ''1 ( I I I • rl VE DATE NOVEMBER 19,1988. THE SITE 15 LOCATED STORM DRAIN MANHOLE ~ ( 11 EFFECTI =
~ ~ I ) ~ 700' FROM THE NEAREST 100 YEAR (I APPROXIMATELY 3, HEADUt4LL OR ENDW,4LL ~ ' II I m
1 .I I 1 1 -~f11~'', "1'>:~'tr:~''LoPE' RRY~"~, 1 ` ~ I I ~ I I ~ . ~ ~ ~ 1 J i~ S J Y I I ~ . I I ~ ~ FLOODWAY• I I , Rdc k. CN ~ K ' - -gS- - SANITARY SELLER LINE ee
n ~ .~1i s~. DEfi~I~ sn Tes.. ^I,. \ I 1 ,~n III < I I 4, THE PROPERTY 15 LOCATED IN THE RANDLEMAN DAM
~ ~ 1 ~ I II I 1 - S - SANITARY MANHOLE oy~ °°a•~ I I i WATERSHED(W51V), r ~AN ~ ~ nn
~ ( I I I - - - ---o C OUT ------o rrrUrNrrr 1 ~ 2002 I • LEAN CO EP II( i ~ CD
' I 'i X- ; ~ SITE DATA -X- CHAIN LMK FENCE
I I ~ ~ ~ ~ - I I FENCE - - I cy X X- 8PL T RA L X X
I ' • ~ ~ ~ 1. PROPERTY OWNER GENERAL CONTRACTOR
~ ~ 1. I III , ~ j,7 TREE LINE I I cv GUILFORD TECHNICAL COMMUNITY COLLEGE
I I 601 HIGH POINT ROAD SILT FENCE -°'--'0'-'~
G 1 / ` ter.-..~..~~. ~r $CN, 1 1. ~ ? , ~ +d I 1 I ~ ( ~ ~ ~ I i • • P O BOX 309, \ I GONC, CURS 1 GUTTER
~ ~ ~ ~ r ~ I ~ r I ~ ~ ~ JAME5tOWN, NC 27282. T
I I CONTACT:•DAN 51TK0 336-299-8680 _ - - - - SLOTTED CURB II 1 I I ~
\ -E ~ v 1 I, . ~ I - ~ y I . I r I ----lU---- W4TER MAIN W il• I I r ~ 2. DEVELOPER
_ ~ , , , I u ~•I ~ I I ~ JOHN S.GLARKCO. ----T---- TELEPHONE CONDUIT f
h _ - r I ~ i ~ N 516 W. FRIENDLY AVE. GAS LINE G ~ • 4----
. r~ ~ ~ ~ ~ ! 11,1 . . ~ • _ _ . .z., I I ' •I ~ GREEN5BOR0, NC 271.4008 ~ 0 •
1 I • =---E---- ELECTRICAL CONDUIT ! W 4- ~ I (I I• \ CONTACT: HENRY MUNN 336-271-4008
III ~ EFERENCE ~ FH FIRE HYDRANT ~ ~ O 3. R ~
•I ~ ~ , ~ ~ I I I ~ D.B. 3701 PG. 1254 D4 GATE VALVE ~ ~0
r A• I ~ 1 9- i ; I I ~ 0.B• 3784 PG. 538 V r i ~ POST INDICATOR VALVE e ~
~ I III ; ~ D.B. 3754 PG. 532 ,0
I• I I I 1 D.B. 3779 PG. 1481 THRUST BLOCK Q ~ • I SwA ~ Z ~ 3
` - QTR ~ - 1 1 P.B,101 PG. 007 0 0 0 ~ I I I plpE BOLLARD ~ Z
. I I I 1 - F- I. III ~ •p V J ~ ~ ••I ~ 4, ADDRE55 ~ LIGHT POLE ~
I I ' I ~ I ` 1 HIGH POINT ROAD ~
I•• 1 ~ ~ ~0., 1E1.EPNGNE OR UTILITY F"Y~E 'L, Q • I • ~ ` JAMESTOWN TOWNSHIP, GUILFORf...~•i;.~ ~ , I I ~
' • . , _ 33 ? ~ , , ~ = Ti:•ct ,i?+«t too ' I I I I ~ i'•, ~ ; ~ JAMEStOWN, NORTH CAROLINA IaROpERp' /ROW LINE I I+• ~ . ~ ~
• ~ ~ \ ~ " - t~ E.C. "p~rlcE? . , 1' ~ s s c~. _ , a . I 1' l ~ ~ 5 E~ octA•l 'r l ' 'i I I I •I ~ ~ 'I. ~ I C 1 EASEMENT LINE ~
•i I I 5. TAX MAP DATA ~p '•J ~ ~ ~ ACL 7037-8-936-6, -7, -9, -10 • . - I ION ~
1. e ~ 12 ~ ~ .I • I I , ? 801E CLA881F CAT ~ ~
_ ~ ~ 1 I I' I ~ iN V - ~ ~ - Cr.e:ARIgG LIMITe I I ~ 1 6. ZONING DISTRICT
I~ . ~ ~ ' . ~ ?i 1 I I ~ I~ PI-PUBLIC INSTITUTION ~ BQ~µ M,ggl(
, • ~ 1. c 1 ~ o ~ ! \ ~ ~ ~ I , ~ cG ' 1 ~ .ale/ue I ,I I I ~ ~ 1 I i I - --'I~Q QQ IRON PM OR PROPERTY CORNER
.3$.,~I ~ ~ r 11 ~ TS•... . I '1 I I I •1 ~i i• ` 7. PROPOSED USE: YMCA
. . ~ OQ••.. ~J ~ ~ . ~ ~I'u ••~'f 1 Q STONE MARKER OR PROPERTY CORNER I 1 ( 8. TOTAL ACREAGE =150.17 ACRES
• 7L•MP. ~ I r l I . . I ( . ~I Auc rr) ' . ~ ~ ~ ` 1 . / I I'• ~ ~ I P10NIJ'IENT •I ~ IMPERVIOUS SURFACE AT 1 /1/200 = 67,08 AC. ~ US COIQP6 OF ENG NEERS
~ I) I r 1 ~ ~ UNDEVELOPED LAND = 83.09 AC. BUILDING SETBACK LINE
C ~ I ~ • . ~ ~ I I'. 50x IMPERVIOUS SURFACE ALLOWANCE = 41.55 AC, • ,
? MP 1 I I IMPERVIOUS SURFACE 51NCE 1/1100 = 2.89 AC. 3.48x ® CONC. SIDEWALK 11 I . i I ( )
I ~ PROP05EDYMCA = 4.20ACRE5(5.05x) eluALE A 9-IB-01 RVS•SToRM• A2NG•
~ a~u Icy. 11 ~ 3HP~ ~ i 1 I I I tOTAL BUILT UPON = 7.09 ACRES 8.53x ( ) frlk Date Descrlptlon I I I ;I DISTURBED AREA = 7.20 ACRES (4.79x) RIPRAP -
I I I ~ ; _ E Revisions I / I • UNDISTURBED AREA _ 14297 ACR S (95.21x) ROCK pAM
I
• I I >I ~ TEMPORARY DIVERSION DIKE ~~)J~~~~~~~~~~))
\ 1 \ J\ 1 1 I I I • Mkli2 I MAT ~ EROS ON CONTROL
.I'; I ; CANOPY TREE
i ~ ~1 ~ ~
~ J ~ ~ 'P ~ .r ~ ~ ~ Q ~ _ ro
~ ~ Q 9~ •
. •s 9 , K , -
6 ~ „ ~ \ ~ 1 , ~ ~ r ~ ~ CONSTRUCTION SEQUENCE Z ~t • Z ~ ~
~ ~ ~ ~ ~ ~ J 1 ~ cp W
I ~ ~ I 1 u ' 1 < N I', p I ~ ' U ' 1. OBTAIN PUN APPROVAL AND GRADING PERMIT, FLAG CLEARING LIMITS AND STREAM < N ~ ~
~ ~ ` ° ~ ~ . I ~ ~ ~ ~ I l BUFFERS IN FIELD. _
~ ~ ~ ~ ~ ~ ~ I sl I ~ ) 2. SCHEDULE PRE-CONSTRUCTION MEETING WITH GUILFORD COUNTY EROSION CONTROL i I • • INSPECTORS, 0
1 \ ~ h ~ J 'l ~ ~ . I ~ ~ J • ~ I 3. INSTALL GRAVEL CONSTRUCTION ENTRANCE AT LOCATION SHOWN ON PLANS, W I
\-1 ` J ~ ~ ~ i ~ ~ ~ ~ 4. INSTALL SILT FENCE, DIVERSION BERMS SEDIMENT TRAPS AND OTHER ER051 ,w O I ON CONTROL Y+
~ ~ ~ ~ \ ~ DEVICES A5 5HOWN ON PLANS. •
• ~ i11~ I • 5. CLEAR SITE. Q ip
I • ~ • 6, BEGIN ROUGH GRADING THE SITE. Z ~ 7. CONTINUE ROUGH GRADING AND INSTALL PIPE NETWORKS A5 RA Z
I ti \ 6 , Q A ~ ` N G DING PERMITS, INSTALL ~ ~ ` N INLET PROTECTION AT ALL STRUCTURES A5 SHOWN ON PLANS .
~ • ~ry°~ 0?: 8. FINE GRADE PARKING LOT AND BUILDING PAD FOR THE PROPOSED BUILDING.
. ~ ~ / S S, 1. ~ 1. ~ ~ ~ ? • 1"1 "1 I I 9. INSTALL BUILDING UTILITIES, ~ u
I ~ / ~ ~U ~ i ~ (n ~ 10. PLACE STONE ON DRIVEWAY AND PARKING LOT. O ~ Q~ • I
~ i ~ - \ } 11. BEGIN BUILDING CONSTRUCTION. ra
~ \ r< I 1 PAVE DRIVEWAY AND PARKING L !w 2, OT v+ I 13. INSTALL TEMPORARY OR PERMANENT SEEDING ON ALL DISTURBED AREAS WITHIN 15 WORKING
a..'• . I . DAYS OF COMPLETION OF ANY PHASE OF THE WORK OR WITHIN 15 WORKING DAYS OR 30
i CALENDAR DAYS OF REACHING FINISHE Nr • :~J D GR11DE5.
I 1 \ r^ J 14. COMPLETE BUILDING CONSTRUCTION. W 3~ ~
I \ ~ J ~ Q ~ 15. REMOVE EROSION CONTROL DEVICES WHEN ALL DISTURBED AREA5 NAVE BEEN STABILIZED,
. ~ ~ 3 3 ~ STABILIZE ANY AREA5 DISTURBED BY REMOVAL OF DEVICES,
. 4 . ~ ~ P ~ ~ / ~ 3? ~ ~
' ~ ~ ~ A ~ ~ ~ ~ ~ / ~ Dote 9'9'02 a
~ ~ w / DWq.By FINELINE Ga
~ ~o .P
_ 1 Ck.BY A VIII
lot lo: GRAPHIC SCALE >r
File No. 01-054
40 70 40 Shoat
I
I i - Faso- ( IN FEET C1 w3
\ I inch ¦ 40 ft,

~I
RESERVED PARKING 8K~1, - SIDEWALK IS FLUSH WITH 3/a" G~4MFER ~
11,6' 16' 11,6' b° 18'-0" I '-0" 18'-0" TACK COAT i 1/1" TYPE I-1 SURFACE • TYPE Rl 8a AND Rl 8d OR Rl 8E THE PAVEMENT M THIS AREA TYP, ~4 IB EW CTRD
? SHRUBS 13 SHRUBS 2 SHRUBS I V2" TYPE H BINDER AS APPROVED FOR USE ` WDER G8r 2031-6 ~
EQUALLY EQUALLY EQUALLY ~ EQUAL EQUAL SPACED SPACED SPACED ~ SPACES ACES SPACES !MOUNTED ON P08T) .
0 . USE 'VAN ACCESSIBLE" ~ SIDEWALK - 61GN M ADDITION TO
~ r FOR "W 6 -0 OR LE88 3 E D D E D D E D D E D BK~N R1-Sa WIRE ' ~ . ~ ~ ~
• E=EXPANSION JONT q Iilllllllll ~ ~ 0=DUMMY JOINT MDICATED SL. DN, SL. DN.
~ PRE! 2'-0" JOINT PATTERN , PREFORMED 4" CRUSHED STONE
EXP V4"t 3/S" JOINT EXPANSION ~1 CONT. JOINT MATERIAL 6=
STANDARD 2'-0" CONCRETE - 12H / N 1YP, 3 SIDES ~
STREET YARD PLANTING MODULE = COMPACTED ~ vsMt R~•~.•:~~,: u8=:` _ CURB t GUTTER a ABC v R r MAX gate
„ sueGRADE _ - b ~ t~axr~n ei.ore w wuo~ emcee as „tee U4. EQUIPMENT PAD
NEAYY-DUTY PAVEMENT ' EXPAI~ION JoNT LION JOINT
10, " - JONNt DETAILS 10 60 = 0 ? I ?SURFACE DETAIL F/C1.1
` A q PREFOR"RD ~ ~ ~o No scALE
3 SHRUBS b SHRUBS 6 SHRUBS 3 SHRUBS ~ EXPANSION = JONT MATERIAL 4" PAINTED
'~i''~~~' STRIPPING, tYP, ARCHITECTURE
~ c ~t as lo' ~
_J 1-0 TURN DOW AB 8' S' OR 8' ~ ENGINEERING
b" ABC " REQUIRED ~0 i ~ , u 4 KEEP A =3 MIN ED TO B 1"=3" MIN a" 3
TYPE D PLANTINCx YARD MODULE SPILL 2 -0 CONCRETE HANDICAP PARKING DETAIL P L A N N I N G
CURB i GUTTER L IGNT-DUTY PAYEMENT AT ASPHALT PAVEMENT AT GRADE At A At ASPHALt PAVEMENT
DETAIL A/C2.1 NOTE - AL1GN CIG JONTS EDGE DETAILS DETAIL E/r?2.1 INTERIOR DESIGN
DETAIL B/C2,1 DETAIL C/C2,1 WITH SIDEWALK JoNTa SCALE I"=10' ND NO SCALE SCALE 1" =101
scALE TY ICA SI WA K TAI S P L DE L DE L 480T-C Koper Boulevord LS
LANDSCAPING NOTES 3'-3" Greenabora N.C.2T407
„ NOTES Telephone [phone] ?3 8
I. LEGEND RETAIL D/C2.1 ALL MORTAR JOINTS Focelm0e 336-218.8010
CaNOPI' TREE CANOPY TREES MUSt BE A MNIMUM OF TWO!?) NCHEB IN ~ SCALE CALIPER MEASURED SIXf6) INCHES ABOVE GRADE, WHEN VAN ACCESSIBLE ARE TD BE ~a" t 1'e°
PLANTED, WHEN MATURE, A CANOP MTREE SHOULD BE TH ~ SIGN lA8 REQ'DJ r - - e PROFESSIONAL OF RECORDi
FORTYf 40) FEET HKsH AND HAVE A NIMLM CROW W D r - - OF THIRTY! 30) FEET, x xx ~ I I A A BRICK MASONRY CAN L. ALLAN HLL. P=E. BE STANDARp CLAY
0 0 I I ' - - - r, RESERVED RE ERV D U S E RESER ED xx I : ~ '~N1Wq+rytrr H ~ BRICK, JUMBO BRICK, a• (N CARP
WDER$TORY TREE UNDERBTORY TREES MUST DE A MNIhA1N OF ONE! U INCH IN - 0 Rl-8 - 0 CALIPER MEASURED 81X(6) INCHES ABOVE GRADE. waEN PLANTED, F - PARKIN PARKIN ARKIN P ~ OR CONC. BRICK 0~ • ~ y~.
WEN MATURE, AN WDERBTORY TREE SHOULD OE TUENTY-FIVE!?6) - ~ _ A• • 1 1J • 4
TO fORTYf 40) FEE1 Hk'sH, RT-eE ~ CONC, BOTTOMS SHALL ~ ° DEDUCTIONS BE PAIp FOR AS
SEIIeUdB ALL APPROVED SHRUBS PLANTED PARALLEL TO TFE EDGE OF I FOR ONE P PE ~ t PLAN BRICK MASONRY •
PARKNG LOTS, ACCESS DRIVES, LOADING AND UNLOADING AREAS AND OUTSIDE STORAGE SHALL BE EVERGREEN AND PIPE _ ` :,t~ C,M. R.C. •ry~~ ~4• •
INSTALLED At A MNIMIUM SIZE OF EK+HTEEN(I6) MCHEB, SPREAD SITE STD. X401 ~ •r
® OR HEIGHT, AND REACH A MNn'1LM HEk'aHT OF THIRTY S WITH6IN INCHES AND A MINIMUM SPREAD OF TH RT1'f 30) NCHE I?" 0.03? ~sRATE t FRAME H~~~`~•'•• 0,020 '"'ra A N
THREE(S) YEARS OF PLANTNGr. ALL OTHER SHRUBS MAY dF = fMUTCDa Rl-8 - 11"xlb") CI AND SHALL BE THREE! 8) GALLON g = MAXIMUM EVERGREEN OR DE DUOUB ~ P 18 2002 15" 0,031 0,041 8
N SIZE A8 PER AN81 STANDARDS AT THE TIME OF N6TALLATIAr, QUANTITIES PLAN
PENALTY ~ MAXI MUM T NANCE. VA N 18 0,044 065 ~ BASE H'
ALL WORK SHALL CONFORM TO JAJNESTOW DEVELOPMEN ORD $25O PENALTY lC,Y,) IPER FT. HEKsHT) SLOPE Ix ~ ,ggpH,gLT GENERAL CONTRACTpR
3. SPECIES SHALL CONFORM TO JAMEBTOW DEVELOPMENT ORDNANCE. ACCESSIBLE _ $250 (MUTCDa let-a3E -11"x16 ) "x26") ;p 0.196 0,256 SLOPE
4, LANDBCAPNG BROW IS CONCEPTUAL FOR SITE PLAN APPROVAL/l'ERMIT ONLY, CLASS B CONC.
• DETAILED LANDSCAPE PLAN TO BE SUBMITTED WITHN 90 DAYS OF BUILDNG PERMIT ISSUANCE. fMUTCDa R1-SA -11"x9') fMUTCD~ R1-aD - 11"x9") II II SECTION A•A
NG t CONTRACTOR SF41LL ARRANGE A MEETNG WITH I II I II AFTER COMPLETION OF CLEARING AND GRAD HE u I u I COLORS S I ECT ON
THE DESkiNER AND THE JAMESTOW PLANNNG DEPT, TO ASSESS WHETFIER REMANNG L _ J L - J TREE6 MEET LANDSCAPE YARD R1:QUIRL'MENtB. LETTERING AND OORDER-GREEN STANDARD BRICK MASONRY DROP INLET FOR 24" x 14" GRATE
ARROW-GREEN WHITE SYMBOL oN BLUE bACIGGIeOWD DUMPSTER PAD 0
SPECIFICATIONS SIGN MouNTNG HEK:HTS BACKtiROWD-WHITE C.O~G. STD!410 ~ DETAIL H/C2.1 ~
~ CCNDITION i -PEDESTRIAN PATH DOES NOT PASS UNDER OR AROUND SK,~1, I..I,a ICA FART COPDITION 1 - PEDEBtRIAN PATH GOER BY, WDER oR AROwD aIGN, ND P S C~NAGE DETAIL NO SG,4LE L
I, SATISFACTORY SOILS - WIFIED 801E CLA881FICATIONB B ~ 0
GW, GP, GM, Gc, BW, BM, ML, CL DETAIL G/C2.1 COMPACTION -COMPACT SOILS TO THE FOLLOWNG PERCENTAGES OF ~ ~ ~ ~ r STD, µll ~ ~
MAXIMUM DRY DENSITY A,S DETERMNED DY ASTM D608 STD, 411 PRECAST NO SCALE 3", 3 ' RNG t COVER ~ ~ O 3" RY
BUDGRADE AT BUILDNGO 1 PAVEMENT 1008 TOP FILL AT OWLDNG61 PAVEhlNTS OStii EXPAK JOINT C Q~
FlLL AT LAWJB STD, 41108 418 ' 2" ?'-I" -u
3• PERFORM I COMPACTION TEST IN BUBGRADE OR LIFT OF FILL OR BACKFILL CURB INLET TOP A FOR EACH 6000 8F Of BUILDNG OR PAYEMENI AJQEA, OR 10000 SF OF LA1W I A n a A+ o0 0 ~ Qc~ I f r
ARIA. ® EXP. ~.A 8' f _ y_ ~ O O O ~ III V? V4r ~ 3 L
a PAVEMENTe wp•, .;.,a >I• - 3" 0 o a r 0 0 r I r _ J 3/4 ~ Z 3 , i - p Z ,n F-
l ALL WOlK SFi4LL CONFOA'I TO NCDOT BTANDA,RDB• ,,a~¦" ~ ~ , x.11 A A ~ I ~ _ V/ I SECTION A-A ~ ~ ~ TYP TYP
i OD O I oo D 0
L ALL WORK SHALL CONFORI'1 TO ACI BTANDAR'D8, S I r I r• ,,,t0 STD, C 1 G D'-'' 4" R TIT • CONC1lETE FOR CURB ~ GUTTER WALK6, ETC, SHALL DE t'c•8600 P81 ~ b U2", TYP. ~ O D ~ ~ 3 1 V? ~
• ?8 DAYS, AIR-ENITRANED, ~.m = al TYP 42'
8, CONCRETE FOR PAVEMENTS SNAIL HAVE MN, FLEXURAL STRENGTH OF 660 P81 1 ,.S t~OT~B ~ PLAN WITH PLAN WIT i 3 p_~r 3 ~ BF - 4
D• STORM DRAINAGE T01° tOP I. ALL WORK SHALL CONFORM TO NCDOT STANDARDS, I I T8 ~ MORTAR ,"JONTB e ~ ?'-I" 2'-4' ~
CONCRETE PIPE • ASTM C~6 CLASS 3 WITH BUt1'LMAST C JO N ARE TO BE V2 t I/S' " 9. ALUMNIN't PIPE - AA,8HT0 M-196 AND M-101 WITH GABKETED JOINTS " 2 0 SECTION B-B
4, FILTER FADRIC - NCDOT SECTION 1®66 -TYPE 1 ~ ' STD. 411 RNG a" 6. RIP RAP - NCDOT SECTION Sb8 BRICK MASONRY CAN in = y.p" qpp /COVE b"
BE STANDARD CLAY 6 ._a" ~ 1? ASP1•I, S U4 S r = r
E. SEEDNG BRlac JUMBO BRId(, 3" R STANDARD CURB INLET THROAT ~ ,t 3/4 2u ~ I STD. a02 I~ET TOP REdJIREB 4, TYP TYP ~ "
SEEDBED PREPARATION OR CONC, BRICK • ' F 2'-b ° CU t T " , . OR RB CxU TER • RIP THE AREA TO BE SEEDED TO A MNIM0.M OF 4 - b , e4 OAlib N STREET FACE. I ~
• REMOVE ALL L008E ROCKS, ROOTS, ETC, LEAVING SURFACE 6MOOTH AND WFORM FOR DEPTHS OVER ~ ~ ~ ~ 1,-8" ~ a . 4Q oR 4Ya3 ~ STD. a03 t~ET TOP REAUIRFB 4, I"
• 1 " APPLY SEED, AGRICULTURAL LIME, FERTILIZER AND 8U1°EIl1'FIOSPF4t1E WIFO111'1LY 4 -0 USE STEPS " ~ g = 4 • IIiET TOP = - AND MIX WITH TFE SOIL. RATER ARE BELOW, ~ ON I'-3" CENTEIed, S I 8 rb BARB IN STREET FACE. SECTION 8-B ~ - - - I UZ" 3 4 6/16r ALL OTHER R>c~ORCMG STEEL
SEED ON A FRESHLY PREPARED SEEDBED AND COVER THE SEED LKrHTLY W aTEPS SHALL DE •e ~ ~ • ~ I IS ~4 BARB, 3 I'-10" 3
SEEDNG EQUIPMENT OR GULTIPACK AFTER SEEDNG, r,' x';:45 ,p -MULCH IMMEDIATELY AFTER BEEDNG AND ANCHOR MULCH, ~ ~ WI1H I a ~ r \ N
STDAI4, MORTAR OR S I ~ ~ . ly 4000 Iba. egrieulturel Umatons psr ecrs, 1600 CrONC, CONC. 1 STANDARD PRECAST CONCRETE CURB INLET TOP ? -4 3 S
Iy 1,000 Iba, ND-10-10 hralizr per eors for greN assding• SECTION A-A •Q I ,•s:~.y::~r;~+:«.. Laos inpl ?srtilissr en to bs diNwd uno ohs ail wrtau to a minmxrn of 4 x+eFw• SECTION 6-b bECTION A-A C:OrG. STD. e41? Mk Date Description
A STANDARD 14" x 24" GRATE AND FRAME IHEAYY U~IGHT)
Letsr UMnesr Eerly 8pnng STANDARD BRICK MASONRY CURB INLET Revisions
A4 GNaa f i) Tell Focus - 160 Iba. psr acre, • f I OF 2J C.O~G. STD!4(d~ Y.-_ REMdvE A.8 MUCH OF EXISTING
C~O~G. 4fa?/4~3 d. Grua - Lsgwns Mixture PIPE AB RE63JIRED TO INSURE
!U Tall Fsaeus -100 ba, per acre plw 8srscia Lsapsdsza faearitisoU - 60 N». per core. f?) Tell Faew -100 Iba, per aus p1w Cxounvstch - 26 Iba per ew. 8" I POSITIVE DRAMAGE, e
y
Eerly 8prx+g -Lets SprmB ,e J
a Gra.. ® STANDARD CURB INLET THROAT fl) TJII Fskus _ 160 Iba, per core, r FOR 2'-O" CURB i GUTTER r ^ I I I
l?)Ten Faces 100 Iba, per core pies Weeping Lovsgrea - 6 Iba per acre, A A 1 a I I~
0. Graaa - Legume M~xturs nfisd) • b0 Iba eo». I ~ E f 2 OF 1) ll) Tell Faow -100 Iba, per ecrs plw Ssrsae Lsapsdsze laoa per I I C.O~s. 4fV?/41V3
0
Bw~m•r I- ~ -I J Y'~--'
Aw Gres RING - 10 LBS. I/Ib° f U Tell Focus - 160 Iba, px aers plw ing Lovsgraa - 6 Iba• per acre, " PARTL4L SECTION Y-Y W
l?) o aaa - 6 Iba, eas lw Brour+ Mdlstt or -Sudan COVER - 118 LBS, 12 Werpx+g L vsgr per p u top ea'9w" I•kJbrida • 60 Iba. per a s, I/? PENE1
B. Greaa-L Mixwrs 8 3/~" I/$" ~f' TION PENETRA- " TION STOP NoTEB
ll) ea - 6 lba, aus plw Bsrscia Lsapsdsze faunhsd) - 60 Iba per sera, Wa•px+g owgr psr " „ Z SECTION X-X MORTAR JOMTS ARE TO BE !•~i .
0 Lets Summer - Eerly Winter PL,6,N 5/8 p~ I i/4 I i/4" coNC, to BE CLABB "B" FOR BABE Q
A, Greaa ~ u4u ~ f I) Tell Fs~cw - 1601bs per acre. li Q _ I/4 V4" JUMBO BRICK WILL BE PERMITTED, CONCRETE 25 V4'
f1) TIII Faces - 100 Iba, par acre pies Arrwel Rysgrain - ?D Iba, per acre, 19 I/z ~A I~~~ - - C -l BRIdC OR 4" SOLID COI~IQETE BLOCKS MAY qE TYPICAL PATTERN 23 3/a' 3/a" ---t _ I u aF Y ~ USED N L E CLA BRIGC 23 V2" I/8"
p, Greaa - Legume Mixture I/8" US" ~ 1/8" f I) Tall Fskw -100 Iba, per ecrs pies Sersae Lsepsdsza furrcarifisd) - 60 Iba, per aors m _
l?) Tell Focus - 1001ba, ecrs Iw CroWnvstch - 1b lba, aors. ~ a ~ 'Q - RING t COVER FOR MANHOLES WITH A VERTICAL W4LL DEPTH \ CIA' ~ n B~= 'Q STD. 413 OR = LEBB THAN 11, BRICK MASONRY WALL THICKNESS " C
f 3) Te II Faces - 16 Iba, ~ acre plw A?wK,a I rein - ?6 N»~ eus Iw Bsrsc~a I I ~ - ;T ~ P ~Jsg tom' p ~ _ 9/16" ~ ~t ~ ~ lunacaritisd) - 60 Ibi, per errs. _ ~ n m 413• 2,-p• 4 SHALL BE 8". A B/B" A 5/S i
C ^ Iz Attsr assding, the arse a to bs rolled or eultipedurcl so maurs that the assd is prsaasd xno - ~ MANHOLES OvER 3'-6" IN DEPTH SHALL 8E ~ - "
contact With aol wrfau. All essdsd arsaa ors to bs muic~sd With auaW mulch et the refs of ~ „ 8,000 Iba• per errs, lapp>4 100 bola per ecrt,) I I/2 - - PROVIDED WITH STEPS I -3 ON CENTERS. STEPS 31~ r ' ~ SHALL eE IN AccoRDANCE WITH STD. No, 41a, ii W
1 I/ " 4 I I/8" - e It smulaion to tF+s straw muk,Y+ et the rots of 160 allom acre, 8 1 ~ ~ v I~ X ~ X STD. 400 IS FOR I?" - 36" PIPE q 5 VB" ~
a p«' N 18" ~ N S .YMER 1M08) a8" " CORED 22" I" CORE
bow assdi rsconwnsralatiora and rata haw been red for aslsction o/ a staNw 2 i/8 2 I/8 ~ ~ u COPOLYMER the a ng w9 I'-11 1/4" ~ - 3/4 cover wiabis for wd erosion control m the Grsr+aboro era. - POLYPROPYLENE STD, a01 MANHOLE IS FOR PIPE OVER 36 . HOL •
Ara wilt , ehmetic conditiarw, teed evadabdi end mdwidwl lent cherectsriatiu - PLASTIC C 1!101)60" " ^~0 4' 2D' 4' 8 FOR MWIFIOLES OVER 12 VERTICAL WALL DEPTH 33"
ors all tek~+ in~eo eeaount M the show rscommsndatio?~», Des to dsrwpy, umtormit end tsutwxal SECTION A-A SECTION B-B U raaona, the chow aslsationa en not recommended for IaWn arsi ws, y - BRICK MASONRY tUAL1 THICI0~6 SHALL BE 12 ~ 6= BE~sMIN1G AT Tl'.
e3 DEFORMED DIED
STANDARD INLET RING t DOVER aTq' STEEL ROD ROD SECTION A-A . o PLAN
T X411 C~O~S. S D. Date
„ SECTION A-A 4 PENETR4tION MMMU'1 AVERAGE WEKsHT 9' -0Z 1x400) 6'-4" RJNG - 230 LBS,
Drq.By FINELINE Cdd
1M0U 1'-4" COVER --II6 LBB.
STANDARD PLASTIC STEP I -I v ..i - aw Boa. %01%moy AL Hill
FOR BRICK MASONRY STRUCTURES SECTION a+cENTERLM STANDARD MANHOLE RING t C01/ER Fn° H°'m1-O5a
CAC. STD!414 g STANDARD BRICK MASONRY STORM SEWER MANHOLE FOR BRICK MASONRY MANHOLE S1°°*
CAG. •400/401 CAG. STD!413 C2ml

h
r
Ul BASED ON TEST PRESSURE OF 150 PSI
l NEw CONC. i" ASPH. CONC. SURF, COURSE, TYPE I-1 cLEANOUT SHALL sE
E "JOeAM~ «5044 OR BIT. PAVING 5 ASPH, CONC. BASE COURSE, tYPE N
11 C CAbt IRON IN 4'_611 b AB 12"x>Z"x6' GONG, PAD Ni NOTE
STONE BASE l16"xl6"x6M IN COYER A S H' ASPHALT PvMTJ BOLL RD TS SHALL BE } " ~RDS HYDRAN W ~ ~ }
_ CLEANOUT PLUG AS INDICAtED C ~ICATED CITY OF GREENSBORD ~ d J a~ E PLAN STANDARD 3-WAY HYDRANTS.
BACKFILL W/ EXIStiNG EXISTING EANOUT Cox oN SITE PLAN S' NU AR ~ vALVE BOX GRA L LINE OF GRADE 1- U" J u''' " BOX ~ Q ~ W ~ Q ~ •J
MATERIAL t EXCAVAtION b„ t COVER ER Q ~ p W
GOMPACt b NEw sroRM ;;W.,~:,~ i' ~ ,z F p Q J ~ ~ ~ }J JJ J~ ~J UJ
. ACCURATELY TRIM \ DRA _ ~ u u ~
SUBGRADE TO SHAPE Q ~4 ' ACKFILL ' r PIPE 0 APPROVED B 1 N ~
~ x S CS. a COMPACTED PER PE • ~a - ~ ~ ~
4
- ua BEND - I II ~ ty b" NOTE i~ • I I I I I 1 I II4 811 IFt
1'-m" OD I -0 UTI ITY TRENCH • MAT ~ NOtE - TYPE H 6INDER n • b G E HYDRANt VALVE MUST BE 22~ia' 1653 1 Ft~ I I I I I 2 I
I VALVE H TAI / ~ 2 t0 BE INSTALLED N TUJO } R DE L B C . II S INED t0 HYDRANt A R C H I T E C T U R E ~ 45 3241 1 FT 2 I I I I 4 i
IN LIFTS OF 1 1/1 WATER MAIN OR TRENCH BEDD G I ~ TEE WITH TYLER SWIVEL F~ 3 1 1 i 1 6 I
cAeT RON FIRE LINE H OR PVC PIPNG A HYDRANt FIttINCx OR EQUAL. 90 5994 2 t STREAM ? I I 1 1 4 I ENGINEERING ALL MATERIALS DOU~I PLUG 4?39 1 FT
DETAIL A/C2.2 CRUSHED 8TONE ~ OF FIRE DRPt. CONNECTION 8„
NO SGAI.E CONCRETE BLOCKING S SHALL BE UL/FM AP1°ROVED. . 1 I 1 1 1 2 1 P L A N N I N G 0 4 144a I Fr
PER APPLICABLE 8CHEDULE >ULE 21~a' 2939 I FTC 2 I I 1 1 3 1
45' 5113 2FT 3 I I I ? 6 i INTERIOR DESIGN
4x HYDRANT SETTING MM. .T SETTING DETAIL ~ 3 Ft~ b 1 2 2 3 it ? 90 10656 490T-C Ko er Boulevard
~ UNDERGROIND PIPING DETAIL ~i i I I 1 8 I 9 rAIL D/C2,2 PLUG 1536 ? FT 4 creenaboro. N,C.2T40T
A ~ A
/ T TO TRAFFIC GEARING TYPE fTYf'a NO SCALE CLEANOU GE No scALe 10„ Telephone [phone] ll~i4' ?256 1 FT 1 1 1 1 I 3 I
~ CLEANOUT DETAIL s Focelm0e 336-218-9010 22 pia 4592 2 FT 3 I 1 1 2 5 I
, - 45' 9010 3 Ft 5 1 2 2 3 10 I
9ECTION a-a DETAIL G/C2.2 z PROFESSIONAL OF RECORD, 90 Ibb5i 5 Ft 9 ? 3 3 5 11 2 ~ P L. ALLAN LL..E.
NO SCALE RIPI~s a; COYER PLUCs 11115 3 FT b I ? 2 3 12 2 ~~~ptuoyq,,y
h I2 ~H CARp
~i' 3148 I FT 2 I I 1 I 3 1 0~~,~.."...~/ ~+o 114 •,ti ~ , z , EESSJp 9 ,
24"ID, 0,40' CsRADE RING 25~ri° 22 is 6611 2 Ft 4 I I I 1 1 1 ~0 M~ ~ _ ~ 9~®
2b1' TYPICAL PATTERN ?3=r~" 45 12988 3 Ft 1 I ? 1 3 13 1 E _
1" ~ COPIES i y411 90' 23916 6 FTC 12 ? 3 3 6 24 3 ~ ;
'0' RING JOINt 4~5 13~a" 533' t 1'~ ASTM C-361 ~ _ - NOTE UG 16956 4 Ft 9 I ? 2 4 it 2 ~ PL •,,e •..,,rGi NEE,.'
M Imo 0 ~ •.l ~ I 0 ANCHORED WITH REACTION BEARING AREA IN SQUARE FEET MEASURED o ! ••.+,a~•
II M,H, STEI°8 133 RI ~ ~i MANHOLE R NG T BE 4 -0 ID 1b1 ~ ~8" era" REDHEAD STAINLESS STEEL 2000 PSI I IN THE TRENCH SIDE AT AN ANGLE qll q N ~1~ IN A VERT CAL PLANE 1$ 200 CONCRETE T nnn ' P
_ 4~0 - ` ANCHORS AND SEALED BETWEEN RING BRic - 'ye AND CONE WITH BITUMASt C SEALER OF 90 TO tHE tHRI.ISt VEG OR , , . USE b"-90' BEND VALUE FOR HYDRANTS FOR ADDITIONAL SAFETY.
1,00' BASE _ _ - - dJ 11 .r...
II 316 USE THIS RING AND COVER IN NON PAVED GROU i NOTE GROUND ~
CLASS B .'rY'.;. ,.,~,.r..~7~,,r,v^;r'~:°7i /~H II GENERAL CONTRACTOR APPLIES TO DOMESTIC WATER SERVICE AND
coNC, 5~_~11 ~ ~ WA R MAIN UPSTREAM OF tHE FIRE DEPT. CONNECTION
~ ?a ?1° 1" GORED ASTM A-48-b1 ~1 RODS ~~a:; I A ~
b'-0" PRECAST Mv. HOLE HOLE,TYP. II 1511 411 I CORED 4 • ~ ~ : STANDARD REACTION BEAR NG ARE S OR
~w HOLE, TYP. 33 MINIMUM AVERAGE WEIGHT SECTION a-A N HORIZONTAL IUATER P PE BE D8
RING - 118 LBS, NOTES ~ M DOVER - 115 LBS, SUFFICIENt BEARING AREA TO SUPPORt C.O~G. STD. 'I06 O
~ CONCRETE SHALL 6E 4,000 PSI AS PER ASTM C-418. SECTION tOTAL - 333 LBS. CONCRETE U ~I:
oN NEIU INSTALLATION A MAX. OF 3 GRADE RnJGB SHALL BE uSED, WATER LINE
~ STANDARD MANHOLE RING t COYER rER LINE ~ -6 0
STEEL REINFORCING SHALL MEET ASTM C-185 (4' DIA) OR ASTM C-418 f5' DIA). ON GRlacs. DETAIL F/G2.2 BEARINCs AREA FROM CUBIC YARDS OF CONCRETE ANCHOR VERTICAL BEND ~ ~ N tABLES FOR HORIZONtAL
8" COWC. 80TTOM TO BE POURED AFTER M.H. IS SET M PLACE 0 ~ ~ BENDS PIPE DIA. Il~ii' BEND 22~a' BEND 45' BEND
MANHOLES OVER 3'-6M IN DEP1H SHALL GE PROVIDED WITH STEPS I'-4" OTC. NO SCALE NOTE 0 NOTE • M ~ b 811 1653 ~ C.Y. 3241 1.0 C.Y. ~
STEPS SHALL 9E NON-CORROSIVE, PLASTIC ENCAPSULATED, No, 4 pEFORMED STEEL RDA STEPS APPLIES t0 DOMEStIC WATER SERVICE AND 8" 1444 G.Y. ?939' ~i4 C.Y. 5113 1.5. C.Y. ~ ~ ~
MANHOLE SECTION JOINTS SHALL GE GROUTED INSIDE AND OUTSIDE SURFACES APPLI WATEF FI PT. CONNECTION - V IlWTER MAM UPSTREAM OF THE RE DE 10" ?15b~ i4 C.Y. 459?~ lb C.Y. 9010° 1.5 C.Y. O ~
A ECCENTRIC PRECASt CONCRETE SANITARY MANHOLE STAND RD p M ~ zi Q- ~ ~ 12 3?48 lm C.Y. bbl? 1 4 G.Y. 12988 35 C.Y.
WITH MONOLITHIC BOTTOM STS STANDARD VERTICAL BEND ANCHORS „ N ~ c.Y. 13090 G.Y. ~ 3 I6 5115 lea C.Y. 11156 3.0 b~ 0 0
~ z C~OrG. STD. h~ - ~ NOTE -BASED oN 150 PSI TEST PRESURE I
DETAIL E/C2.2
No ecALe 0
~II n l~
I? M 4
LOCKING ya" PENETRA-
INGS S'r4° 'rill ~ TION STOP R
1~r4M ~u
1" ~ ~ ~r411 ~r M • ~ - 4

` Z Q
I II M
GOPOLI'MER
POLYPROPYLENE Mk Dote Description
PLAStIC Revisions
r3 DEPORf'~D
StOP STEEL ROD
SECTION A-A 3~a" PENETRATION
STANDARD MANHOLE STEP
FOR PRECAST CONCRETE MANHOLE
y
DETAIL ~/G2.2 J
No scALE a
W
J
I~
Date 9- -01
D~rq.By FINELINE Cad
Ck.9v d. Nall
Fib No. 01-054
Sheet C2m2

f
STEEL FENCE P08T MPl PLOTEB ~ I, PERMANENT DESK~N QIm¦ b.8 N/HF T' IMINa 'L' B' MM, I Qim~ b8 M/l-IR,
TEMPORARY DESIGN Q? • 4,1 N~Ai ~1 Q?• 4,1 M/NR LbER lIF REQ'DJ NCDOT
HOG WIRED t0 P08t IOPTIONAI.) ~ L PERMI8816LE SEEAR 8tRE88E8 F CLASS 'B' bTONE S I' THICK 4R TIQESSEB FOR I ~ I
3?" MM. WIDTH ~(r ~ ~ EXCELSIOR I86 F'8F FILTER FABRIC ~ COMPACTED EXCELSIOR CURLER II F'8F ~b18T P8F Q F , , , , OBE
, - 0 801E LEX II P8F H N V
• GN F.XCEL810R CURLER III ?3 P8F e ~ , / ~ ~ FL LEX III ?3 P8F 1 N GREEN P-300P 60 PSF V-DITCH
~4 NORTH AMERIC,4N GREEN P-3®t in STONE ~ h ~ ~ b ~ ~ 0 cu FTC ? o I
FI LL aLOPE - DRAINAGE SWALE SCNED ~o a' ~ Q E SCHEDULE ? I ~
/ . 0 - ~ - SLt14LE CONDITION LNER 'H .INER 'H' 'D' 'B' 'T' SLOPE MAX, FLOW MAX fLOW VELOCITY MANdMGB SHEAR ° •
pP' b GRADE ~ ~ DEPTH fCFB) lfF'8) n FORCE IPSF) Q 0 0
WIRE AND FABRIC TO BE ' ' d1 I TEMPORARY EXCEL810R ? :ELSIOR ? 1' m' 4' mml6 0,16' 180 1b0 0061 m,10
~ 7RENC4~ED 6" MIN. ',0 i PERNArEN1 GRA88 ? RASS ? I' m' 4' m015 0b1' ?28 2,64 m03? p~ 0
NTO CROWD AND BACK- 8N M , . r,.. 2 1EMPORARY EXCELSIOR ? -y -0" :ELSIOR ? 1' m' 4' 0,033 0,1m' 3b9 3.11 0066 1,44
b FILLED WItH 8tt7PE. ? PERMANENT GRASS ? RASE ? I' m' 4' m033 0,16' 4b8 401 0®31
gECTION b' TYPICAL GEO-1Ex 3 1EMPORARY EXCELSIOR • ? eL810R ~ ? I' 0' 4' 0.046 0b4' 1,84 1,11 0066 185 fiLTER
NOTES Lit 3 PERMANENT GIQA88 ? P08T MEtAL - b LONG, tRIANGLE STEP I, 8Tt7NE SIZE - ul>'E TO 3" COURSE AGGiIQECxATE, TEMPO RA88 ? I' m' 4' 0048 mbb' 381 mr031 f'~~
RARY DIVERSION DIKE ARCHITECTURE CURLER HY LINER OR APPROVED EQUAL CROSS SECTION
WIRE 3?" MN, WIDTH HOGWIRE, U8E CRUSHED S10P! ~ NpICA1E8 EXCELSIOR CURLER HY LII Id GAUraE LINE WIRE LENGTH - A6 EFFECTIVE, BIIT NOT LEee THAN Imm FEET, DETAIL C/C1.3 DETAIL D/I
FABRIC PROPER fBY AMOCO) OR EQUAI. 3, THICKNIE88 -NOT LE68 THAN EI411Tfi) NCHEB, NO SCALE NO SCALE AIL D/C2.3 DESK,N a~ OVERFILL 6" E N G I N E E R I N G
SETrtED FOR 8ETILEMENT ~ SCALE TOP
STt7NE ~ WASHED STOPS, t0 dE PLACED 4, UkD1H - NOt LE8811~W FULL WIDTH OF ALL PONTB OR ?b', b" DEEP. b,1U48HMCs -WHEN NECESSARY, W~ELS SHALL BE CLEANED 4'WEIRMM, PLANNING SEE SGaED.
' TO I T PLACE RIP-RAP AROUND L BPACNC~ PLACEMENT OF P08T8 USING HOGWIRE t0 BE I® APART. REMOVE BEDNENf PR OR 0 BdTR/WCE ONTO PUBLIC PIPE AS DIRECTED 6Y
PLACEMENT t7F F'08T8 WITHOUT HOGWIRE TO DE b' APART, RK~HT OF WAY. WHEN WASHNG IS RE6UIRED, IT SHALL BE tHE ENGMEER INTERIOR DESIGN
GONE ON AN AREA STABILIZED WITH CRUSHED STOPS WHICH p 480T-C Kogsr Botrievord
SILT FENCE DRAINS INTO AN APPROVED SEDIMENt CRAP oR SEDIMENT BASH, ALL SEDA'ENT SHALL BE PREVENTED FROM ENTERNG ~ ~ Greensboro. N.C.2740T
C•O~i. ~ ~6 AN1Y STt~"I DR,411y,DiTCH, OR WATERCOURSE THROUGH USE OF SANDBAGB~sRAVEL,BOARDB, OR OTHER APPROVED Q _ ~ EMERGENCY BY-PASS Telephone [phone]
METHODS. 6° BELOW sETTLED o o toP aF DAM Focalmbe 336-218-8010
DETAIL A/C2,3 Q 3 b, MANTEN,4NCE -THE ENTRANCE SN,4LL dE MAMTA NED M A E - ?/I SIDE SLOPE
NO SCALE CONDItIt7N WHICH HALL PREVEPI11RAdCNG OR FLOUIMIrs OF SEDIMENT t7NT0 PUBLIC RIGHTS t7F W4Y. THIS MAY REdJIRE i4 ~ MAX PROFESSIONAL OF RECORDS
PERIODIC LOP DRE88MG WITH ADDITIONAL STONE AS CONDITIONS Q ~ 0 0 / L. ALLAN HLL~ P.E. ~ \ 1
DEMAND AND REPAIR AND/OR CLEANIOIJT OF ANY MEA8URE8 USED TO TRAP BEDN"ENT. ALL SEpN'@iT SPILLEDDROPPED, 8EE SCI~pULE fOR I UI B DE ELOPE t~~n~a~~h, ~ / MAX ,
WASHED, OR TRACKED OPItO F'UEr<.IC RIGHTS OF WAY MUST BE WxL 811E ? QSµ ~aaQ/ ,y,
REMOVED IMyEDWTELY, d r ?n sLOPE GROMW ~O \ 'e6~~ ,f FILTER 3' MIN. ~ ,e s(E$$~Q
4 ;~a N~ s FABRIC ~ , Q ~
GRAVEL CONSTRUCTION ENTRANCE STONE SECTION ,
C.O~S. X436 ?'MIN
FILTER FABRIC
DETAIL B/C1,3 NCpOt TYPE ? T `I~,C, ^ eeeegeoeee ` EMPORARY SEDIMENT TROP l10 YR STORM) % l 1~ ,,,r N ~
TYPE 1 PIPE OUTLET EROSION CONTROL DEVICE No SCALE F TRAP DRAMAGE DISTURBED 8ER STORAGE SED, STORAGE SED, BOTTOM TOP 7EP 1 8 POO2 BOTT, WEIR
(SPREADER) coMPACTED ~ ~d,?1 AREA IACa AREA IAC.) REQ'D, lCF) PROVIDED fCF) DEPTH DIM, IBxL) DIM, BxL) ELEV, LENGTH
A A B B 8011. 1 19 13 ?340 ?316 30' Ibk3m' ?1'x4?' 819,0 6'
PLACE RIP-RAP AROUND L ? 1.4 1,4 2610 ?616 30' 16k31' ?8k44' 8?1~ 6' 3 1,0 1® 360m 3696 30' 1mk4m' s?k6?' slim 6' GENERAL CONTRACTOR
PIPE A8 DIRECTED DY 4 1] 1,? 3960 391? 30' ?1'x4m' 34'x6?' 8~0 8'
tHE ENCsNEER
- 8EplMENT CONTROL btt7NE SHALL SEDIMENT TRAP
BE No. b OR No, b1 3 s
- WIRE MESH SHALL BE HIAIiDYIAIiE DET,41L E/C2,3
CLOTH ?3 GAUGE MIK AND 8FL4LL HAVE V4' MESH OPBdNC~B. NO SCALE ~
MAX, 4' U
V4" WIRE MESH -TOP OF MESH SHALL OE A MNp'~M 8EE SCHEDULE FOR t7F OP! FOOT BELt7W THE BHIOUL.DER WxL 81ZE 6' TY
0 OR ANIY DNERSION FONT, P FENCE POST STEEL T/CHAP9+IEL 6' TYPICAL t ~ ~
n 9 OR WOOD -STEEL P08T SHALL BE b FT, N ~ ~ ~
' ' HEIGHT, AND BE NBTALLED Ib' DEEP TEMPORARY D I >RARY DIVE SIO ~ 3 R N DIKE
GRADE ~ h FLOU! AND ~ ~ ~ SELF-FASTENER ~l7 0
rn~, DETAIL f FILTER FABRIC DETAIL B/C2.~ ~ ~ ~Q
-WOOD F'08T SHALL BE 6 Ft. IN NO Bt:AL SEDIMENT 1#K~FIT, AND t3E NSTALLEp Ib' DEEP NCDOt tYPE ? ~a scALE - U Os
F LTERED CONtROL MM. AND dE 3" N DIAMTER ~aTER I'-b' VARIES etas I'-b' VARIES FILTERED TYPE 2 PIPE OUTLET EROSION CONTROL DEVICE ~ ~ 3 L
WIATER - P08T SPACMG SHALL BE A MAXIMUM -}-A 0 0
TYP. TYP. TYP. ~ 4, 00, (CHANNEL) ~ z to z
SECTION A-A SECTION B-B STORM DRAINAGE SCHEDULE ~ 10 YR STORM FREQUENCY 3
PIPE OUTLET CONTROL DEVICE SCHEDULE O calsnalcnan Gala aES1o1 DAU ~
MULTI-DIRECTIONAL FLOW SINGLE-DIRECTIONAL FLOW S~ TM~ a a sm a 't' 'Q' v' 0 81R1G111E BTAIG111~ COP l816ti N !MlR1 N INER1 pR PM'E 811E PIPE PIPE 8TR A1~.1 A1EA HlBldltt NLOW OTAL P1QY IF.p11ED PFE FLOW YEL,
STR h0 1 X13 1 Ht' 10b' 12" 8" 5" IS" 2191 1~1 N2"bElt T1TE ELEYA110N LEtIG1N ELOPE (AgQEtu (ACI®8! ~ (NAIt! lClB! (Gli81 IEAD (N! ~ ~ ELOPE fR8! ~
ROCK INLET SEDIMENT TRAP SLR h8 I 7' 5' 12" 8" 5" IS" 1,10 1,ta I DI 83100 83400 0.10 0.96 6e0 Oeb
DETAIL F/C2.3 DETAIL G/C2.3 Mt'8D 04' 0006 D,10 Oeb ae6D 0006 4e0
NO SCALE ~ SCALE 1 DI 83100 83313 83300 0,66 090 6e0 4I8
I6eeD aa' 0010 O,a6 613 I6 e~ 0010 6~1
3 1'1N 84100 i3Q,G isle?
PLACE RIPRAP UP 0 81DE8 OF DItt:H 8'd0 168' 0010 O,ab 613 8)eeD 0010 bbb
6 W 83810 83024 E1EL
~F TOP OF 4 W 84010 83110 006 096 be0 018
WEIR
E/'eD 68' 0010 006 018 6'eD 0010 6,60
6 W a36f° a3014(N! OKE! alae4 0,83 oab 6e0 6Jl talk Date Description
Sew wa' O0s la3 wo3 B'eD 0~6 1~e Revisions
EROSION CONTROL NOTES • W 834e0 81102 alien 016 096 6e0 0.13
DITCH ELOPE I, 801E ER081t7N CONTROL DEVICES MUST OE NSTALLED NITIALLY AFTER THE G Y AFTER THE GRADING PERMIT IS B'aD re' o~ 108
188UED AND ROUGH GRADNrG STARTS, F'LANNMG AND DEVELOPMENT STAFF ~ THESE DEVICES FOR PROPER MBTALLATION AND COMPLIANCE WITH THIS PL< OPMENT STAfF SHALL CHECK 1ua B"6D 0016 113
OF PERFORMANCE" WILL BE ISbUED. e WITH THIS PLAN, A "CERTIFICATE a W 83U10 atbeo
MINE 1 W a31b0 ~'1e0 0,10 O,ab 6e0 0,66
1. ALL EROSIt7N CONTROL DEVICES ARE TO BE INSTALLED N ACt".ORDAPICE UN1 ELEVATION PLANS AND SPECIFICATIONS, ANY CHWrGEB ARE TO BE APPROVED OEFORE ~.ORDANGE WITH tHE APPROVED 0 iOVED OEFORE CONSTRUCTION BY b'eo lm' obob o,10 oab 16°aD o006 2 ~
GUILFORD COINTY EROSION COPITROL STAFF. ADDITIOWAL. DEVICES MAY BE VICES MAY DE REQUIRED P NECESSARY, ~
TOP t7F BAPK BEYt7ND I' MN. TOP OF 3, P FILL MATERIALS ARE TO BE dROUC~FIT ONtO TENS PROPERTI' OR WASTE MA a W a31,a0 a16,3o E oR IW18TE MATERIALS ARE TO Q
WEIR BE TAKEN FROM THIS PROJECT, THIS NFOR'1ATION MUST BE DI8CL08ED Aim BCL08ED AND 8I-IOWA ON THE a W a3U~m m1ao oaa aab been 310 y
EROSION CONTROL AND GRADMrr PLAN, BORROW AREAS APD DUMP SITES / ~ ~ BE PART OF THIS PROJECT, ~ ~ DUMP SITES ARE CONSIDERED TO ..I 4'80 11' 00110 ~ ~
3?0 I6e8D 0010 4ei ~6e0(w W Q
~b WASHED STONE ? 4, IN AN EFFORT TO MNMIZE ER08ION AND EXPOSIi3E TIME, EASEMENT AREAS 8 I" THIgC I GRUBBED OR GRADED UNTIL UTILITIES ARE READY TO BE NBTALLED. ALSO, 6"ENT AREAS SHALL NOT BE 9 G 83160 816lO(E) 818,16fW! eQ696 OJO 0.96 6e0 Oe6 CALLED. ALSO, TI$ IMMEDIATE W
SEEDNG OF DISTURBED EABEhENT AREAS AFTER UTILITIES ARE NBTALLED W E NSTALLED WILL ELIMMATE 4 1a o0b lei aer 14eeD o0m 1,01
NCDOT MANY PROBLEMS. EASEMENT ARcAB WHNCH CR088 OR ARE ADJACENT TO W.r F~ x,458 ~ SHOULD RECENE SPECIAL CONSIDERATIOPI, 'B STONE DJACENf TO WATERCOURSES Q Im P28 a16m W
11 a a300o au~o oDa o. ~ ~
8. ALL TEMPORARY ER081t7N CONTROL DEVICES MUST BE MIANTANED THN80UC~F CONSTRUCTION N ACCORDANICE WTH GUILFORD COWT1' ER0810N AND SEDIM 4IrEED THROUGHOUT 96 beo 310 O ION AND SEDIMENT CONTROL B'aD 60' 0006
REQUIREMIENTB. DEVICES MUST BE MBPECTE:D 6Y TFE CONTRACTOR AFTER E 4CTOR AFTER EACH PERIOD OF 310 B'6D 0006 3A3
RAINFALL, BUT NOT LE88 FREQtENTLY THAN ONCE EACH YEBC, ACCII"ULATEC ACG~I'QJLATED SEDIMENT MUST G W 83000 81611 aloe` 0~ 'ERFOIQMANCE aF THE EROSION 096 6e0 2,11
1' MN. BE REMIOVED AND DISP08Ep OF 60 AB NOT TO HM~bER THE PERFORMANCE t 4 MIN, CONTROL. DEVICES. ANY DEVICE NEEpMG REPAIR OIrRE= MU87 E MUST BE ADDRESSED Z
1MFIEDIATELY, ADDITIONAL BtONE MAY dE REC.3JIRED PERIOD Al COI SECtION ENTRANCE t0 PREVENt TRAFFIC FROM GARRYNG SEpN"~IT ONTO EXIStNG F ~ At CON811QLICtION B'eD 0001 ~ bib Beep 0001 bsl Z NTO EXIStING ROADWWY, q ~ e?sO0 0
ROCK CHECK DAM b, SIDE DITCHES OR STEEPER SHALL BE RIPRAPPED, oR SEEDED AND STAI EXCEL810R MATTING TOR OTHER APPI80VED MATERIAL), OR OTAdILIZEp BY ~ QED AND STABILIZED WITH 14 P'M'E 81130 y rAdILIZED BY ANY OTHER METHOD
APPROVED dY NCDENR BYD ~4' 0011 780 O 096 6e0 Ibaa Be80 0011 913
DETAIL F/C2.2 1, ANY SLOPE NDICATED STEEPER THAN 3 TO I SHALL OE COVERED WITH EXCE QED WITH EXCELSIOR MIATTING TD b PEa 81010 W
NO SCALE PREVENT EI80810N AFTER SEEDNG, SEEDNG OF THERE SLOPES 8H~4LI.OtdJ :8 SF64LL OCCUR IMMEDIATELY
UPt7N ESTABLIBHNG FIPIISH GRADE, 16 G 816.90 813A0 0,10 0.96 6e0 Obb
8. tOTAL 811E AREA = k~ ACRES 4'aD 14' 0010 O,b 086 b'6D OOb 6e0
DI811JIiDED AREA = 130 ACMES (D2.14 >r) UNDI8IURDED AREA = 6,8D ACRES 141~b !t) h W 826.90 813Ji 81198 0,b O,a6 6e0 Oe6
PROPOSED BUILt-LPOM AREA ¦ 4Z0 ACRES l30ED >r)
9. SOIL TYPES 0'eD 16' 0020 010 UO 8'eD 0010 100
MI$? - MECKLENBIR's SANDY CLAY LOAM,1 TO 6 PERC13'IT SLOPES, ERODEt LOPES, ERODED B ~ DOte 9- -0Z
EnC - ExJON FNE SANDY LOAM, b TO I® PERCEPIT SLOPES EnD - ENON FIFE BJINOY LOAM, 10 t0 d PERCENT BLOF'ES Dwq.By FINELINE Cdd
IrB - IREDELL FINE SANDY LOAM, 0 TO 4 PERCENT SLOPES
10. THE OWNER OR RESPONSIBLE PARTY IS RESPO aDLE FOR THE LONG: TERM I Ck.By Q Hill E LONG: TERM MAINTENANCE OF Fne No. 01-m54
THE GRONNDCOVER ON THE PROPERTY. CROLIDGAVER MUST BE MANTAINE. BE MAINTAINED TO A DEGREE THAT
PREVENTS SOIL EROSION AND SEDN'ENTATION AT ALL TM& GUILFORD COU THE AUTHORITY TO REWIRE CHANGES N THE OWNER'S GRWUNDCOVER MANT GUILFORD COUNTY HAS Sheet
ORDER TO STOP SOIL EROSION AND SEDIMENTATION AT ANY TM DCOVER MAINTENANCE PLAN IN ME. RCP DENOTES CLASS III RCP WITH TONGUE AND GROOVE JOINTS AND BUT LMASTIC SEALANT
SD DENOTES CLASS III RCP WITH TONGUE AND GROOVE JOINTS AND BUTYLMASTIC SEALANT OR DOUBLE WALL
HOPE PIPE WITW CLEATED LOCKING JOINTS (141-0 BY NANCOR OR N-12 BY ADS) C23