20090594 Ver 1_More Info Received_20090812

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Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1 a. Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: NWP14,NWP 29 or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? ® Yes ? No
1 d. Type(s) of approval sought from the DWQ (check all that apply):
? 401 Water Quality Certification - Regular ® Non-404 Jurisdictional General Permit
? 401 Water Quality Certification - Express ? Riparian Buffer Authorization
1 e. Is this notification solely for the record
because written approval is not required? For the record only for DWQ 401
Certification:
? Yes ? No For the record only for Corps Permit:

? Yes ? No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program. ? Yes ® No
1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h
below. ? Yes ® No
1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No
2. Project Information
2a. Name of project: Brassfield Station
2b. County: Guilford
2c. Nearest municipality / town: Greensboro
2d. Subdivision name: Brassfield Station, Phase 11
2e. NCDOT only, T.I.P. or state
project no: N/A
3. Owner Information
3a. Name(s) on Recorded Deed: D. Stone Builders, Inc.
3b. Deed Book and Page No. D.B. 6838, Pg 1372 / D.B. 166, Pg 49
3c. Responsible Party (for LLC if
applicable): Joe Gonzales
3d. Street address: 2904 Lawndale Dr.
3e. City, state, zip: Greensboro, North Carolina 27408
3f. Telephone no.: [phone]
3g. Fax no.: [phone]
3h. Email address: [e-mail]
Page 1 of 12
4. Applicant Information (if different from owner)
4a. Applicant is: ? Agent ? Other, specify:
4b. Name:
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name:
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:

B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID): 3-175-792-3,14,21,22,22,24-28,34, & 35
1 b. Site coordinates (in decimal degrees): Latitude: 36.0732N Longitude: -79.5136W
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size: 32.461 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project: Unnamed tributary to Horse Pen Creek
2b. Water Quality Classification of nearest receiving water: Perennial
2c. River basin: Cape Fear
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
Site is being developed from New Garden Rd. to west side of stream;formely wooded, with lodgebuilding with yard near
stream; remainder of tract is wooded with a few abandoned homes;stream is old pond bed, old dam remains with road.
3b. List the total estimated acreage of all existing wetlands on the property:
0.18 ( Not in the area affected by Stream Crossing )
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
2828.21
3d. Explain the purpose of the proposed project:
To provide access and utilities to a proposed 47 lot single family subdivision and a existing home presently on a private
road.
3e. Describe the overall project in detail, including the type of equipment to be used:
See Section "B"
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /

project (including all prior phases) in the past? ®Yes ? No
? Unknown
Comments:
4b. If the Corps made the jurisdictional determination, what type ? Preliminary? Final
of determination was made.
4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Wetlands and Natural
Name (if known): Chris Huysman Resources Consultants, Inc.
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for
hi ? Yes ® No
? Unknown
t
s project (including all prior phases) in the past?
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ® Yes ? No
6b. If yes, explain.
Phase I consisted of commerical and multifamily construction with little impact on the existing stream; Phase 11 willbe
single family requiring stream crossing for roadway, sidewalk and utilities and intermitant stream disturbance.
Page 3 of 12
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B. Project Information and Prior Project History
The project will consist of a culvert and earthen embankment stream crossing(I-1) to provide access for
future single-family development and also provide utilities and sidewalk access for future development.
The crossing will require bulldozers, track hoes, and/ or backhoes to place pipe, construct earthen
roadway and place erosion control measures ( rip-rap dissipater pad). An intermittent stream running (I-
2) through the project will also need to be piped to provide an area for future development. The piping of
this intermittent stream will require the use of bulldozer, backhoes, and pan to fill and level the area
were the stream channel lies, the entire channel will not be piped a portion will remain open to reduce or
minimize the impact on the intermittent stream(M-2), this will require the loss of lot one of the
development The last 130' of the intermittent stream channel will need to be relocated to make room for
the stream crossing/ road. To minimize the total impact of the project the remaining Intermittent Stream
on the site will be left undisturbed (M-1) and a sanitary sewer crossing of the perennial stream will be
jack and bored to avoid any stream disturbance (M-3).
r'J--- A ..i 4n
C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
? Wetlands ® Streams - tributaries ? Buffers
? Open Waters ? Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
Wetland impact Type of jurisdiction
number - Type of impact Type of wetland Forested (Corps - 404, 10 Area of impact
Permanent (P) or (if known) DWQ - non-404, other) (acres)
Temporary
W1 ? P ? T ? Yes ? Corps
? No ? DWQ
W2 ? P ? T ? Yes ? Corps
? No ? DWQ
W3 ? P ? T ? Yes ? Corps
? No ? DWQ
W4 ? P ? T ? Yes ? Corps
? No ? DWQ
W5 ? P ? T ? Yes ? Corps
? No ? DWQ
W6 ? P ? T ? Yes ? Corps
? No ? DWQ
2g. Total wetland impacts
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact
number - or
(PER)
(Corps - 404, 10
stream
length
Permanent (P) or intermittent DWQ - non-404, width (linear
Temporary (T) (INT)? other) (feet) feet)
STREAM
S1 ®P ? T CROSSING(CUL UT to Horsepen ® PER ® Corps 10 150
VERT, RIP-RAP Creek ? INT ? DWQ
PAD)

S2 ®P ? T PIPING
INTERMITTENT UT to Horsepen ? PER ® Corps
5
606
STREAM Creek ® INT ? DWQ

S3 ? P ®T DIVER. FOR
STREAM UT to Horsepen ® PER ® Corps
10
20
CROSSING Creek ? INT ? DWQ
INTERMITTENT
S4 EDP[] T STREAM Ut to Horsepen ? PER ® Corps 5 130
CHANNEL RE- Creek ® INT ? DWQ
LOCATION
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
S6 ? P ? T ? PER ? Corps
? INT ? DWQ
Page 5 of 12
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3h. Total stream and tributary impacts 776
3i. Comments: ONLY 150 FEET OF PERENNIAL STREAM WILL BE DISTURBED FOR ROAD CROSSING STREAM
4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individual) list all open water impacts below.
4a.
Open water
impact number -
Permanent (P) or
Temporary 4b.
Name of waterbody
(if applicable) 4c.

Type of impact 4d.

Waterbody type 4e.

Area of impact (acres)
01 ?P?T
02 ?P?T
03 ?P?T
04 ?P?T
0. Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If and or lake construction proposed, then complete the chart below.
5a.

Pond ID 5b.

Proposed use or purpose 5c.
Wetland Impacts (acres) 5d.
Stream Impacts (feet) 5e.
Upland
(acres)
number of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
? Yes ®No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:

6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If an impacts require mitigation, then you MUST fill out Section D of this form.
6a.
? Neuse
? Tar-Pamlico ? Other:
Project is in which protected basin? ? Catawba ? Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number - Reason Buffer Zone 1 impact Zone 2 impact
Permanent (P) or for Stream name mitigation (square feet) (square feet)
Temporary impact required?
B1 ?P?T ?Yes
? No
B2 ?P?T ?Yes
? No
B3 ?P?T ?Yes
? No
6h. Total buffer impacts
6i. Comments:
rl-- -7 -.9 41
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
A proposed sewer line crossing will be jack and bored to minimize any stream impact. A section of intermittent stream
that was proposed to be piped will be left alone (open channel) to minimize total stream impact.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
The sanitary sewer line that crosses the perennial stream will be jack and bored to prevent the need for any stream
disturbance.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State? ? Yes ® No
2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps

2c. If yes, which mitigation option will be used for this
project? ? Mitigation bank

El Payment to in-lieu fee program
? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In4leu Fee Program
4a. Approval letter from in-lieu fee program is attached. ? Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ? warm ? cool ?cold
4d. Buffer mitigation requested (DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: acres
4g. Coastal (tidal) wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 8 of 12
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6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation? ? Yes ? No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.

Zone 6c.
Reason for impact 6d.
Total impact
(square feet)
Multiplier 6e.
Required mitigation
(square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
6h. Comments:

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1 a. Does the project include or is it adjacent to protected riparian buffers identified ? Yes ® No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
El Yes No
?
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? 17.7%
2b. Does this project require a Stormwater Management Plan? ® Yes ? No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why:
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
A storm runoff system that channels the runoff into wet-detention ponds with all applicable erosion controls measures
® Certified Local Government
2e. Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program
? DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government's jurisdiction is this project? City of Greensboro
? Phase II
3b. Which of the following locally-implemented stormwater management programs ? NSW
? USMP
apply (check all that apply): ® Water Supply Watershed
? Other:
3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ® No
attached?
4. DWQ Stormwater Program Review
? Coastal counties
4a. Which of the following state-implemented stormwater management programs apply ? HQW
? ORW
(check all that apply): ? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ? Yes ? No
5., DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ? Yes ? No
5b. Have all of the 401 Unit submittal requirements been met? ? Yes ? No
Page 10 of 12
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F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal/state/local) funds or the ? Yes ® No
use of public (federal/state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ? Yes ? No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
? Yes
? No
letter.)
Comments:
2. Violations (DWQ Requirement) -
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ? Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in ? Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
4. Sewage Disposal (DWQ Requirement)
4a. 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.
Non- Discharge ; Treated by the City of Greensboro
Page 11 of 12
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or ? Yes ® No
habitat?
5b. Have you checked with the USFWS concerning Endangered Species Act ? Yes ® No
impacts?
5c. If yes, indicate the USFWS Field Office you have contacted. E] Raleigh
? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
U.S. Fish and Wildlife Service Website
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as essential fish habitat? ? Yes ® No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
U.S. Fish and Wildlife Service Website
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation ? Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
National Trust for Historic Preservation website & National Register of Historic Places Website
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain? -®-yes ? No
8b. If yes, explain how project meets FEMA requirements: Proper buffer zones apply and all intrusion into flood area is
designed to be minimal.
8c. What source(s) did you use to make the floodplain determination? FEMA Website
JOE GONZA
LES
7/31/09
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Applicant/Agent's Printed Name ppli t/ gent's Signature Date
(Agent's sign re ' val' o ly ' an authorization letter from the applicant
provided.)
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IMINp NOT FOR RE ~pRELIMINARY PLPtT" ® EXISTING IRON PIPE •EIP NOT FOR RECORDATION, NEW IRON PIPE 0 NIP
~ THERE ARE NO JURISDICTIONAL WETLANDS KNOWN ON THIS PLAT NoRrr+ - cPB. i, pB. as SALES, OR G 3ALE5, OR CONVEYANCES. ~AT~I€F1ATIGAL €OIF1T 0 €FdT
E55ARY APPROVALS HAVE BEEN (WILL BE) OBTAINED PROPERTY EXCEPT FOR THE AREAS DELINEATED BY ALL NEG WETLANDS DISTURBANCE
HE STATE / CORPS FOR ANY V~TI-ANp ANP NATURAL- RI^~~R~~ ~~NS~~-TANT~1 INS: THAT FROM T TREE ~ R'c'oD~o
AF1 GRO~~IPI~~ / DI~TURBANE~, ARE DELINEATED AND SHOWN HEREON. ARID APIY ~TR€ NGGS MONUMENT D
EXISTING YARD INLET ? YI y~
DRAINAGE MANHOLE ®MH
EX. GATGH BASIN ? GB
PROP. GATGH BA51N ¦
PROP. YARD INLET
- ~ NP. GRA55 SWALE ~ C EXISTING MANHOLE Q MH
EXISTING GLEANOUT o GO 0~"
PUSL I G - 50' R/W C~ PROPOSED MANHOLE 1~zY
JAMES GRANT ROBERTSON _ EX. FIRE HYDRANT ~ FH
DB. 6234 PG. 2121 - - - - - ® - - ~ 11.84 AGt a=G*i*A 5 EX. WATER METER 0 WM
/ BLOCK °J" I ( a=(65)(8.0)(11.84) ZONING: R5-12 EXISTI G USE: ESIDENTI L , 21~ I~ aioo = 61,5 GFS ZONING. ~4) ZONING: R5-12 ~ , WATER VALVE ®Wv VICINITY MAP :5 J
13,14 AGt MAP ND. 5, SECTION NO ~ a=G*I"'A EXISTING USE: VACANT s BRITISH WOODS hN I n I PROP. FIRE HYDRANT ~ FH I " = 2000'
w/TG = 13.3, I = 1.25 ~j I q 6 O ~ ~ ~ POWER POLE • PP O ~ ~ -1~ PHONE PEDESTAL 0 PED.
a=(.65)Ci,25)(13,14) b PB. 54 P6. '12 II aioo ~ 64.6 GF5 a. 17 16 15 14 I .S~ S 13 12 10 ASEMENT ~
a. - - J - - 20>_UTILITY E - - , .IN EASEMENT _ _ _ _ ~ ~ ~ / ~4
° ~ OD°31'40" E ~ 120.14' EIP EIP 500°24 5 00 30 08 E 5 EIP EIP 5 00°24'1'1" E 253.14' E`P
~ EIP EIP EIP 5 00°28'26" E EIP ~ ,q 149.66' EIP 149.21 ~ 160.18' "14.86' IP I6 I ~ ~ ~ ~ ~ Elf EIP EIP 80.00 E ~ is EIP m.e4' EIP 61.44', EI iV
PROPO ED 5 E = ~ I ~
~ 0 30 28 2'f 26 ~ 31 w ab ~5 ' ~ z pm GI?•NDM • GOND~I OP l~l
o ~ ~ ~ N . z 4 ~ ~ ~ ~ I) SINGLE FAMILY RESIDENTIAL - 19.64 ACRES.
~ i ~ 33 32 ~ - ~ ~ ~ N w N 0 N I w ~ Q ~ A) MAXIMUM OF 48 51NGLE FAMILY LOT5.
o ry N Q ~ w S 0. ~ B) MAXIMUM HEIGHT OF THREE STORIES.
N " ~ ~ 34 J, GRANT ROBERT50 , u ~ ~ p~ ~ ~ ~ to G) DIMEN510NRL REQUIREMENTS BASED ON RS-9.
MARK L. ROBERTSON, . QJ tL 3 . to z ~ F ~ ~ t^ ~ m I I 2) MULTIFAMILY RESIDENTIAL - 10,26 ACRES. F.H. ~ ~ A) MAXIMUM OF 90 UNITS.
~ ROBERTSON REALTY u~ ~ ~A " z ~ w 35 ~ ~ ~ ~ N 2 fl ~ B) UNITS DESIGNED FOR SALE.
DB. 4514 PG. Og83 ~ s R Q ~ ~ ~ tt~ ~ pl z ~ , ..`..r
p- 0 2 tV ~ Q P ~ . H, r, 5 ~ I ~ ~ ~ G) MA~IMBILITYI OF PARKINRE UNDERNEA ~ BUILDI G LE SPACE WITH
ZONING: R5-12 ~ 0 -i ~ 36 m ` r W -Q EIP -MH ~ D) DIMENSIONAL REQUIREMENTS BASED UPON RM-8.
:RESIDENTIAL ~ ~ m ~ ~ , EXISTING USE n N ~ 13,81 AGt E) ONE CURB GUT ON NEW GARDEN ROAD TO ACCESS RESIDENTIAL ' ~ Q-G'~I'A I DEVELOPMENT.
r o . 8" D.LP. ~ "N ~ 2 PROP ~ 14 c{16 Iq E 11 IB I ( w/Tc = 126, I = 1.351 F) MAIN ROAD FROM NEW GARDEN ROAD AND GUL-DE-SAG ROADS: ° IN SINGLE FAMILY AREA WILL BE PUBLIC STREETS, BUILT TO
ISO,iiW~t° . ~ 15 ~ ~ 13 20 ( ~ ~ O Q=(.65)Cf.35)(13bi) GREENSBORO DEPARTMENT OF TRANSPORTATION (COOT) 20 ~ I Q~ = 66.0 GF5 STANDARDS.
°J , 3) GOMMERGIAL/GENERAL BUSINESS - 4.116 ACRES.
_4-- -2 0 EIP , N' - • • ~ I PURL { G~ ~JO RIW A) ALL u5E5 PERMITTED IN GB, WITH THE EXCEPTION OF THE
I ~ ~ ~ •®~I ~ ~ _ ~ FOLLOWING: AGRICULTURAL USES; RECREATIONAL U5E5; THE
'Sy 12 Q~ 15' STREAM BUFFER I a ° B.o. ~ ~ ~ ~ , 46 l0 • ~ ,..L..._ FOLLOWING BUSINESS AND PROFE5510NAL SERVICES: AUTO RENTAL ~ / • I g _ _ OR LEASING; BOAT REPAIRS; BUILDING MAINTENANCE AND SERVICES;
OF PI~'E ~ ~ ~ r Fi2~t ~ ~ NO BUA ALWY~ED z ~ i~ ~;:i~... //;jj s~ q 8 ~ t~ Q ~ EIP - - EQUIPMENT RENTAL AND LEASING; FURNITURE REPAIR SFIOPS;
PHASE I I ~ EDIGATED ~ m / i% / DRRI SWAY l I ~ ~ ~ Q ~ TGA - I LAUNDROMATS, COIN-OPERATED AND/OR PLANTS; MOTION PICTURE ~ NO DI5i1A2BANGE ~ I 5~ i~~ I PRODUCTION; PEST OR TERMITE CONTROL SERVICES; PROFE5510NAL
CENTER w 1.:: ~ ~ / ~ ~ BRASSFIELD P~IONAL ,g, > ~ ~ ~ opEN AGE , t ALLOW~n I ~ MEMBERSHIP ORGANIZATIONS; TAXIDERMISTS; TELEVISION, RADIO
G Q ! °oo I I-6'X8"TEE ° 0 ? ~ ~ ~ ~ OR ELEGIRONIG REPAIRS; TOURI5T HOMES; TRUCK AND UTILITY
100' STREAM BUFFER ~ n ~ ` N~ BL G R/W 0 v ~ I TRAILER RENTALS; VOCATIONAL, BUSINESS OR SECRETARIAL EDIGATED tv „ „ SGHDOL5; OUTDOOR ADVERTISING SERVICES; TRANSPORTATION,
OF BANK iQ .i ' ! ~ ° ~ ' ZONING: G - I ? ? ~ 'gREq A - ~ / A ALLOWED ~ ~ / ~ I ~ S \b; ~ ~ _ I INAGEWAY - ~ ` ~8 BLOCK H WA~WO()~IN~ AND UTILITY U~~; MANU€AGTI~iPJa ANq INDUSTRIAL
w t ~ 'C`~ x15TIN~ u5 i ~ At.LOV~P ~ ~ ~ ~ ~ . D. IN ~ PEN SPACE ~ ~ USES; AND OTHER USES: ARTS AND GRAF75 SHOWS, CARNIVALS L , _ _ _ _ _ ANA FAIRS.
~ t ' 1 I F.H. \ Nlp B) MAXIMUM SQUAE2E FOOTAGE OF DEVELOPMENT SHALL BE LIMITED
I ~ ° T. F o l 1 -_...r ~S I ~ - 5 - ~ e ~ , - Q EIP 361.12 TO 50,000 SQUARE FEET OF CFA.
L12' N OI°Ol'50" W G) NO PYLON SIGN WILL BE PERMITTED WITHIN PROPOSED DEVELOPMENT. ALL SIGNAGE ALONG NEW GARDEN ROAD FRONTAGE
WILL BE MONUMENT 51GNAGE, LIMITED TO 51X FEET IN HEIGHT, WITH To eE PR07EGT~ SIGN AREA IN COMPLIANCE WITH THE CITY OF GREEN5BOR0
/ EIP "1 ~ m, ® ~ r N TGAS ARE TO BE pROTEGTID I l r' y ~ i40'1,~ / 1 ~ ° • _ BY ORANGE SAFETY FENCING ;E so~FErr FENGIN6 AEVELOPMENT ORDINANCE. ~ur~e, Ag r~cxc, - MptP 2
y ~ ` 2 ~ • X ~P ® ® OR 911.T rd~kGINB~ A9 N~"COCD, _ / -~R. WITH "fGA 51sN5. / ~ ~ ~ ~ yISNS ~ FRIENDLY A~GR~S NORTH D) 517E LIGHTING WILL BE DESIGNED IN A MANNER TO ELIMINATE
~ I tV 1''r-- , / - - ~ ~ ~ Imo' a. DIRECT ILLUMINATION ONTO ADJAGEN7 PROPERTIES AND THAT 517E
5- ~ P6, LIGHTING 57ANDARDS AND FIXTURES NOT EXCEED 20 FEET IN HEIGHT. E) BUILDINGS WILL NOT EXCEED THREE STORIES IN HEIGHT.
r ono O F \ / \ ~ ; 1t~` PGA tti No Bu j F) ALL TRASH HANDLING AREAS WILL BE SCREENED FROM PUBLIC VIEW.
i i ~ 5 ~ O 4/ C,4 \ / TGA5 ARE TO ~ pROTEGTB~ ? ~ aR. ~ Opp ~ ° L BY IRANSE SAFETY ~ii~ i ` \ • CITY OF GREENSBORO G) THE PROPERTY WILL BE DESIGNED AND DEVELOPER IN A UNIFIED
ry in ~ ~ ` 'r s / IN6 AS NEEDED, ~ \ ~ i -•..~j' OR 511T FEND ~ ' I ~ ~ \ / ~ WITH 'TGA' S16N5. S ~ ~ ~ V \ - ~ FLOOD PLAIN 8 OPEN 5PAGE MANNER AND WILL INCORPORATE SIMILAR AND COMPLEMENTARY ARGHITEGTURAL FEATURES.
H) MAXIMUM OF 7W0 CURB GUTS A5 APPROVED BY GDOT.
,~P` P / ~ ~ ~ ~ ND DI51LR8ANGE TES \ ¢ r tij ~o.oo' ~ ~ ~ t.o piGA DRAINAGEWAY AND OPEN 5PAGE DEDIGATIDN WILL HE MADE TO ~JT~ DATA
N c~ EI T . ~ STREAM BUFFER / \ ~ Q Ate` ` . C~' , t 8 ° I,.?O ~ ~ ~ ~ 185.01 AG3 \ Q ~ r S ?q, gP} FROM rap Ot° BADNK / ~ \ I ( ff _ N 5P a=G I A r~ ~ ;IAA THE CITY OF GREENSBORO AS ~
OQ n , q~ o~ „ No ouA a,~.oWg ~ ~ ~ r` ~ 8 pPE /'r" , .S , F \ u. ~ a=(.5q)(B.OXI85.01) \ V , ~ .,EIP ~ 'S u~ )X185.01) REQUIRED PER ORDINANCE I, TOTAL AREA = 32.461 AGt
~ JQ) , S~, dos -a'~m !L ~ Qao = 813,5 GF5 3.5 GF5 30-6-13.'1, AND AGGEPTABLE BY NEWLY AEDIGATED NEW GARDEN RD. R!W = 0.096 AGt
6i~EEN5BOR0 PARKS AND TOTAL REMAINING = 32.365 AGt RECREATION DEPARTMENT, 8UT PHASE I: TOTAL = 12.105 ACt '~(/G,
\ Ro'`~Q- WILL' NOT BE LE55 THAN THE AREA COMMERCIAL DEVELOPMENT = 2.552 AGf
r ~ . ~ 0 I ~ I - \ ~ 1 EQUAL TO 100 i'EET OF EACH 510E AREA IN PROP05ED R/W = 0.426 AGt ~
I ~ci E o \ ~ ae ~ ~ OF THE GREEK. AREA FOR DEVELOPMENT = 2.126 AGt (LOT I) ~qr~ ~0®9
\ ~ ~ 1 I ~ ~ 0 to \ 4~ ~ o \ EI \ ~ ~ 135 MULTI-FAMILY DEVELOPMENT = 10.153 AGE i~. 135 AREA IN PROP05ED R/W = 0.821 AGt
r~ m ~ r AREA IN DRAINAGEWAY 4 OPEN SPACE = 2.lll AGf
EIP a ~ N \ j AREA FOR DEVELOPMENT = 6.561 AGt (2 LOTS)
r Oi 0 ~ ~ ~ ~ 395 r 959 L.F. STREET PROPOSER
s PHASE II: SINGLE FAMILY DEVELOPMENT = 19.660 AGE
~ z Q- ~ MINT ~ ti m+ p Q / ~ - 134 AREA IN PROPOSED R/W = 3.304 ACt
r 1 x ~ ~ O.l \ y. / J EIP 't~' AREA IN DRAINAGEWAY d OPEN 5PAGE = 3.485 AGt
o ~ ~ \ / ~ J AREA IN COMMON ELEMENTS = 0.122 AGt
\ ~ . AREA FOR DEVELOPMENT = 12,149 AGt 48 L0T5 PROPOSED.
` o ti ~ ~ ~ I y / / \ na / J 133 2313 L.F. STREETS PROPOSED.
~ i l
r ° ~ / \ \ 1. THE APPROXIMATE 100 YEAR FLOOD LINE AND 2. TAX MAP: AGL 3-115-192-3, 14, 21, 22, 24 - 28, 34, d 35
Qjy - , EIP/ ~ ~ / \ ~ I / 136 FLOODWAY SHOWN ON THIS PLAT ARE TAKEN 3, REFERENCES: DB. 5522, PG. 422; DB. 3843, PG.813; FROM FLOOD IN5URANGE RATc MAP NUMBER DB. 2398, PG. 305; DB. 2991, PG. 521; DB. 3119, PG. 892;
Q ~ \ ~ .0 ~ / 3110184600J, DATED AUGUST 18, 2005. DB. 4363, PG. 1584; qB. 2889, PG. 356; DB. 2334, PG. 56;
\ G MAP 5 ~ \ / /~c ` ~ ~ ~ ~ ~ WESTON ~ 8. PROPERTY 15 IN GREENSBORO WATERSHED, W5-iil, DB. 4632, PG.118; d DB. 4632, PG. '122
C r ~ ~ / ~ ~ Q n \ ~ Q / /Q, ~ / li} GENERAL WATERSHED AREA. 4, ZONINGS GD-PDM
t \ ~ ~ LY ACRES ~ / ~ AT FRIEND //i ~ \ s, / P / ~ EXISTING U5E5: PRIVATE GLUE; SINGLE FAMILY RESIDENTIAL; AND WOODED LAND.
~ \ c , cA o / / PB. 121 PG. 042 w
\ ~'o~ 'h / ~ \ 1' / ~ ~ 9 \ 'i s ~ J ONIN6. RS-12 / v~ , Z ~ ~ / WATER 3 SEWER NOTES ALL EXISTING BUILDINGS, AND ROADS ARE TD BE REMOVED EXCEPT A5 NOTED,
~ s ~ o J ~ ~S \ ~ ''/~0'~/ti 51DENTIAL / Q ALL EXISTING UNUSED WATER/SEWER 5, ALL PROPOSED PARKING AND LANpSGAPIN6 WILL BE SNOWN
\ c ~ 9 EXISTING USE RE ~ / ~ ~ \ SIP /y / / / LINE5 TO BE ABANDONED TO THE MAIN. ON INDIVIDUAL 517E PLANS FOR GOMMERGIAL AND MULTIFAMILY DEVELOPMENTS AS REQUIRED.
a \ ~ \ /
~ / 13l b. TREE CONSERVATION WILL CONSIST OF TREES 4" OR
~ \ ' LARGER IN THE PROPOSED TGA'S. U51NG DESIGNATED
~ ~s / ~ ~ \ AREAS IN DEDICATED DRAINAGEWAY d OPEN 5PAGE TO MEET TREE CONSERVATION REQUIREMENTS FOR ALL
~ o ~ ® ~ ~ WESTON ~ G a,~ / ~ / o ~ / AT FRIENDLY ACRES LOTS WHER REQUIRED. SEE NOTES AND TABLE OF
z ~ \ AREAS. 99^^~~C~ j~
< ~ PB.124 PG. Ilo J \ ~ i ~'`'V~ 1~
a ~ ~ ZONING: R5-12 ~ eIB~
NI ~ EXISTING USE: RESIDENTIAL ~ ~ ~
~a _ \ ~ TAR SK~TGF~ PLAN
~ \ \
~ \ \
Q. ~I~~. ST~TI ~l
AIU _ hIOTE: THE ENGINEER'S oat THE ENGINEER'S GERTIFIGATION OF COMPLETION WILL BE ji? MOREH~l61D TQWNrJHIP GUIj.FOR1~ COUNTY
R RESIDENTIAL OR NONRESIDE t2EQUIRED PRIOR TO TH ~ NTIAL U5E5 PERMITTED, Q L) FO \ ZED PRIOR TO THE FINAL PLAT OR GERTIFIGATE OF ( 2000 NSW ~ 'ANDY. THE STORMWA7ER CONTROL 15 TO 8E INSPECTED TO Q[ p~ ~~Z~~:NgDORO, NORTH CAROLINA
R ELEVATION OF ANY STRUCTURE MUST occupANCY. THE STORt 0 THE FINISHED FL00 ENSURE IT 15191NGTIONII E IT 15 RRdGTI0NIN6 A5 DESIGNED AND HA5 RILL DESIGN ~}c 11
BE LOCATED ONE (U FDOT OR MORE ABOVE BASE FLOOD \ T INSTALLED VOLUME t~iZIOR TO 1550 ~ ELEVATION. HEATING AND ELEGTRIGAL EQUIPMEN IE PRIOR TO ISSUANCE OF ANY GERTIFIGATE OF OCCUPANCY. ~ 10717 ~ ~ DATE: I I l8/O6 SCALE: I" = 100' SHEET: I OF 4
NOTE: THE PROPERTY C ~ BELOW THAT ELEVATION SHALL BE FLOODPROOFED. 0 ~ RESPOt~SIBLf oOR~ n 7HE PROPERTY OWNER (OR HOMEOWNERS A550CIATIOW 15 NJSIBLf FOR MAINTAINING THE STORMWATER CONTROL(S) ® ' '~0
RDIN6 TO THE APPROVED MAINTBdANGE PLAN AND DIRECTION ~®S 1~ HUGH D ASSaCIATES® iNC., P®A.
2~ FOR NONRESIDENTIAL STRUGNRES PERMITTED, ALL ACCORDING _ _ _ r~ rNE GIN OF GREEN E CITY OF GREENSBORO. i _ _ • _
Z PORTIONS OF THE 5TRUGTIJRE MUST M i'LVVVP KVVrCV i v
0 AN ELEVATION AT LEA5T ONE (1) FOOT ABOVE BASE FLOOD X CTRICAL EQUIPMENT IN5TALLED NOTE' A DIM WILL BE ELEVATION. HEATING AND ELE FED. ALL BOP AND AN AGGE5 E A DMUE WILL BE DEDICATED OVER AND 15 FEET AROUND THE CONSULTING ENGINEERS & LAND SUKVLYUKS ,,ND AN ACC E55 EASEMENT HILL BE DEDICATED FROM THE i
STREET TO THE DMUE FOR THE BMP. 7/1/,~
FLOODPROOFING SHALL BE CERTIFIED A PR THE GIN OF GRI P.O. BOX 9623 PHONE: [phone] THE CITY OF GREEN55OR0 AND THEIR A551&N5 HAVE RI&H7 1306 W. WENAOVEI~ AVE, QIl 275-034
ENGINEER BELOW THAT REGISTERED ELEVATION IN SHALL NORTH BE CAROLINA. FLOODPRPROFE5510NAL 13PUBLIC, MP A STREET TO THE V ~ TO ACCESS THE STORK ,OE55 THE 5TORMWATER GONTROL(5) FOR INSPEGTION5 OR
Q 3) NO ENCROACHMENT/DEVELOPMENT INTO fEMA NOTf: I4AINT€ WE, A6 NEU € A6 NECE65ART. REVI5ED: 716107-CITY GOMMENT54RAJ GREENSBORO, N.C. 27408 FAX: [phone]
REGULATED FLOODWAY ALLOWED. REVI5ED: 5/28/07-CITY COMMENT5-RAJ e-mail: hca0triodbiz.rr.com
D. ~

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HUGH CREED ASSOCIATES, INC., P.A. REVISIONS
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P.O. BOX 9623 PHONE:[phone]
1306 W. WENQOVE
R AVE. OR [phone] GREENSBORO, N.C. 27408 FAX: [phone]
e—mail: [e-mail]
PM
TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATEIBENCH MARKS
ROADWAY
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12"
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X •�'•,A'�/g, �P,®o•� REV: 02/06/08-M0VE1? G82 4 3-RWJ
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HUGH CREED ASSOCIATES, INC., P.A. REVISIONS
CONSULTING ENGINEERS & LAND SURVEYORS
P.O. BOX 9623 PHONE:[phone]
1306 W. WENQOVE
R AVE. OR [phone] GREENSBORO, N.C. 27408 FAX: [phone]
e—mail: [e-mail]
PM
TYPE CONTRACT CONTRACTOR AS -BUILT AUTH. DATEIBENCH MARKS
ROADWAY
SEWER
WATER 3/10/08
SIDEWALK
12"
a
SHEET I OF I I
or ul K ca
STO
800-632-4F949
6, An M u"
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JOB ND. P ENGINEERING DIVISION
DESIGNED BY SHEET N0.
DETAILED BY STRATTON HILLS
CHECKED BY FROM NEW GARDEN RD. - 0+00 - TO q+25 - END FHA5E ONE Z OF 4
SCALE: I" = 40'H.; I" = 4' V. TO q25' EAST OF NEA GARDEN ROAD
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DETAILED BY STRATTON HILLS
CHECKED BY FROM NEW GARDEN RD. - 0+00 - TO q+25 - END FHA5E ONE Z OF 4
SCALE: I" = 40'H.; I" = 4' V. TO q25' EAST OF NEA GARDEN ROAD

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J r' I. PREPARE 501E BEFORE INSTALLING BLANKETS, INGLIDIN6 ANY NEGE55ARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE= ~
WHEN USING CELL-0-SEED DO NOt SEED PREPARED AREA. GELL-0-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. ® ~L e
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A b" (15cm? DEEP X b" (15cm) WIDE TRENCH ® r WITH APPROXIMATELY 12" (30crn10F BLANKET EXTEt~ED BEYOND TFE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE • '
BLANKET WITH A ROW OF STAPLES/5TAKE5 APPROXIMATELY 12' (30cm) APART IN THE BOTTOM OF THE TRENCH, BAGKFILL ~ O
Ate COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED 501E AND FOLD REMAININ612" C30cm) PORTION ( OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED 501E WITH A ROW OF STAPLE515TAKE5 ® ~ s
SPACED APPROXIMATELY 12" (30cn~ APART ACROSS THE WIDTH OF THE BLANKET. ® f
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE MUST 8E SECURELY FASTEPED TO 501E 5URFAGE 8Y PLACING TAPLES/STAKES i ~ AGAINST THE 501E 51A2FAGE, ALL BLANKETS r.~
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM , STAPLES/STAKES I ~ ~ • ~ • ji
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS GORRESPONDIN6 TO THE APPROPRIATE STAPLE PATTERN. ® ~ o I ~ \ e
4. PLACE GONSEGUTIVE BLANKETS END OVER END (SFIINGLE STYLE) WITH A 4"-6" (IOcm-15cm? OVERLAP. USE A DOUBLE ROW OF ` STAPLES STAGGERED 4" (IOcrrJ APART AND 4" (IOcm) ON CENTER TO SECURE BLANKETS, I ~ -
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY o ~
12" (30cm) APART IN A b" (15crcU DEEP X b" (15urJ WIDE TRENCH, BAGKFILL AND COMPACT THE TRENCH AFTER STAPLING. o ` ~ _ 1
b. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2"-5" (5cm-125cm) (DEPENDING ON BLANKET TYPEI AND STAPLED. ~ TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OYERLAPPIN6 BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN f ~ \
WITH THE COLORED SEAM STIT~•I ON THE BLANKET BEING OVERLAPPED. ~
® ~ IN NIGH FLOW GHANt~L APPLICATIONS, A STAPLE GHEGK SLOT 15 RECOMMENDED AT 30 TO 40 FOOT (9m-12m) INTERVALS. USE ® 1 A DOUBLE ROW OF STAPLES STAGGERED 4' (IOcrtd APARt AND 4" (IOcrrJ ON CENTER OVBZ ENTIRE WIDTH OF THE CHANNEL. ® ` ~
" ~ 8. THE TERMINAI. END OF THE BLANKETS MU5T BE ANCHORED WITH A ROW OF STAPLES/5TAKE5 APPROXIMATELY 12 (30crrU APART I
IN A b" (15un) DEEP X b" f15urJ WIDE TRENCH. BAGKFILL AND COMPACT THE TRENCH AFTER STAPLING. ® I
A ® - ! NOTE; /
~ G GRITIGAI. POINTS ~ HORIZONTAL STAPLE SPACING SHOULD BE ALTI=RED / / IF NECE55ARY TO ALLOW STAPLES TO SECURE THE e
. A. OVERLAPS AND SEAMS GRI1'IGAL POINTS ALONG THE CHANNEL SURFACE. 1 B. PROJEGIED WATER LINE / 0
G. CHANNEL BOTTOM/SIDE IN LOOSE 501E CONDITIONS T}IE USE OF STAPLE ® / A SLOPE VERTICES OR STAKE LENGTHS GREATER THAN b" 15 ~ MAY / / e
B ( BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS. / / e ~ ,
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USA I -800-112-2040 ~ ~ f 3.4 STAPLES PER 5Q. YD. CANADA I -800-448-2040 ' J r •
wwwnagreen.com 1 ~ ' ~ o~ (4.I STAPLES PER 5Q. M) ! ' ' i~
For blankets with the tional North American 4 rH~ J l I Green DOT 5y5tem place 5tapie5/Stakes ~ I
thr each of tYle WHITE colored dots. ! ® B I i ) _ ough i ~ ;
TM INT RMIT rth AmerlGan Green roduct t e• T Location oP Seam Stitch will vary depending on No p yp ~M I TT~NT STREAM R~LOGAT I ON
s®®oo,0~~~ ~^~O~ see
NQRTH AMERICAN GREEN I I'-o.. 4 ~ ~ O SEAL
DESIGN DATA FOR AVAILABLE THROUGH: n 's I ~ O~L~
SLOPES AND CHANNELS
GFP X1411 NORTH AMERICAN GREEN 5G 150 BN 10039 INDUSTRIAL DRIVE 4° OR APPROVED EQUAL RIP-RAP OUTLET APRON °s.,°~,p~ P~,~o••'
PINEVILLE, NG 28134
Blanket Type Mannin9's "n" for Flow Depth Max. Permissible Shear (IbsJsf) [phone] Q Unve fated o - s Ft s - z rt > z ft 5nat Duratbn Duratbn MUST BE FLUSH TO PIPE FES) OUTLET °°°s°z'~~~~~~'
Z 9e ~ [phone] ~ Q 575/5158N oA55 oA78 OA21 155 1.55 FAX [phone] ~ ~ AND MUST BLEND INTO STREAM CHANNEL
CONTACT: CHRIS BETT5 STAPLES 10" JAI 0- 5150/5150BN OA55 OA78 OA21 Ib5 Ib5 Spp,(~I~ ? \
I ~I ~ ~ } 5G150/5G150EN OA5o OA25 OD18 I.BO 1,80 ,JpF{r( ARMSTRONG \ \ ~ ' I
~ 3 ~ ~ 3 STAPLES I I/2' TO b' Gi25/GI~58N OA22 OAI4 OAi4 2.75 2.Z5 ~
Z ~ ~ ~ APART A5 NEEDED G950 OA40 OA75 OA2D 3.70 2.75 GFP #1418 ~ I r~ lI
TO STABILIZE ~ 1200 CORPORATION PARKWAY P300 OA34 OA24 OA20 3.00 7'~ SUITE 121 I NTERM I ENT STREAM DET,41 L
' ~ RALEIGH NG 21610 UPSTREAM LINER TO - ~ OVERLAP OVER 3 0 c35o Fhasa 2 oA44 ooaa o.o4a b.Gb 4~ [phone] DOWN5Ti21=AM LINER. RIP-RAP OUTLET APRON
FAX [phone] p TYPICAL STAPLE ~I (18' LONG X q' WIDE X 18" THICK) I E~.~7 STET I
P3oo Phase 2 oAa4 oA44 oA44 5.50 4AO ( ) STAPLE IF NECESSARY - #8 GAUGE WIRE - Q CONTACT: ANDY GERBERIGH TO STABILIZE.
0 c35o Phoee 3 o.aw oA4g oA#9 bA0 bAO NORTH AMERICAN GREEN EROSION SOLUTIONS SPEGIALI5T5: ~ I I/2" PA00 P?wxea, A a.p44 p04~ aAM SAO eDO LEVEL I SP'EGIALISTS: MICHAEL MOON FE5/PIPE QUTLET DETAIL '°r° Tor~HiP '~1L~ORD GO~TM
~ LEVEL II SPECIALISTS: ,~I PARRISH TI ~ T I t(1 Shat Dumtbn 2 M Peak Flow Lag Duratbn > 2 hr Peck Flow zooo New ~a~ ROAc ~ 6REEN5HOR0, NORTH CAROLINA
Fhaee 2 0 6 mon#i* V 6rowih ~ eg. DATE: 8/6/09 SCALE: I" = 20' ° ~ SHEET: 3 OF 4
,n z 00
HUGH C ASSnCIATF~_ IN('. P
V_R
OWNER/DEVELOPER: CONSULTING ENGINEERS & LAND SURVEYORS
lu NEWGO LAND, INC.
~uu ~ p P.O. BOX qbqb P.O. BOX 9623 PHONE: [phone] C-REEN550RO, NC 214211 1306 W, WENDOVER AVE# OR 33 275-5064
70 coNrACri DoE 60NZALE5
PHONE= (336) 2e8-g3g3 GREENSBORO, N.C. 27408 FAX: [phone]
V' A. U e-mail: hco0triadbia.rr.com

WETLANDS NOTE .SYMBOL LE61=ND
WETLANDS NOTE THERE ARE NO JURISDICTIONAL WETLANDS KNOWN ON THiS NOT FOR NOT FOR RECORDATION, EXISTING IRON PIPE • EIP
ALL NECESSARY APPROVALS HAVE BEEN (WILL BE) OBTAINED ~ A A PEAT NPRTH - FP~~ i, ~ 9~ Pf?QP~~TY ~ 6~~PT FQ~ THE A~ ~ ~€~IN~ T~~ ~Y ~AL~~, ~AL~~, G~NV~YANG~S. NEI~d I~©N PIP€ 0 NIP
~RDf~ THE STATE / ~®RP~ ~®R ANA W~TLAN6~ ~I~fiU~AN~~ WETLAND AND NATURAL RESOURCE CONSULTANTS, INC. THAT MATHEMATICAL POINT 0 PNT ~
AND ANY STREAM GRO551NG5 /DISTURBANCE. ARE DELINEATED AND SHOt~I HEREON. TREE ,4p
~ t ~ 1 / ~ 1 ~
~ ~ Y e ~ ~ NGGS MONUMENT Q 4.
1 \ ° EXISTING YARD INLET ? YI i
\ ® t r \ e 1 DRAINAGE MANHOLE ®MH F
/ 1 \ EX, GATGH BA51N ~ GB b PROP. GATGH BA51N ¦
PROP, YARD INLET I ~ `
/ l~ ~ \ ® i ~ t TYP. GRA55 SWALE ~ °
I ~ r ° EXISTING MANHOLE Q MH ~ ` gg
\ 1 ~ °I° ° EXISTING GLEANOUT o GO ~ P $ r
r \ . i ~ ° ~ ~ PROPOSED MANHOLE ® ertr .
/ \ ~ ® + ~ ~ ` 1 ~ EX. FIRE HYDRANT f ~ FH s
~ ~ ~ ® ~ I ° EX. WATER METER ~ WM ° ° WATER VALVE ®WV VICINITY MAP h
~ \ 1 1 PROP. FIRE HYDRANT ~ FH I" = 2000'
• ° POKIER POLE • PP
/ ~ i ~ ® ~ PHONE PEDESTAL 0 PED. k
~ I ~ ~ / / \ ~ \ ,J / ~ ® f o i~
®
\ i~ / \ ~ ~ J ~ ~ ~ I
~ ~ I I 1
~ ~ ® I a ~ 1 a ~ ~ I I
r ~ ~ 1 l r~ ~M - GONnITI®N5 DF USES
~ O -1 I V! I) SINGLE FAMILY RESIDENTIAL - I9b4 ACRES.
~ ~ / I A) MAXIMUM OF 48 SINGLE FAMILY LOTS,
/ ® \ ~ ~ ~ ® _ ®s ® B) MAXIMUM HEIGHT OF THREE STORIE5.
( ~ ~ / I G) DIMENSIONAL REQUIREMENTS BASED ON R5-9. e
2) MULTIFAMILY RESIDENTIAL - 10.26 ACRES. A) MAXIt~JM OF 90 UNITS.
B) UNITS DESIGNED FOR SALE.
~ ~ ) ! ~ ~ ~ ~ \ i G) MAXIMUM HEIGHT OF THREE STORIES OF HABITABLE SPADE WITH P0551BILITY OF PARKING UNDERNEATH BUILDING,
®0 ~ ~ D) DIMENSIONAL REQUIREMENTS BASED UPON RM-8.
{ • I ~ 1 I e • f E) ONE CURB GUT ON NEW GARDEN ROAD TO ACCESS RESIDENTIAL
DEVELOPMENT. F) MAIN ROAD FROM NEW GARDEN ROAD AND GUL-DE-SAG ROADS
IN SINGLE FAMILY AREA WILL BE PUBLIC STREE75, BUILT TO
oe a ~ GREENSBORO DEPARTMENT OF TRANSPORTATION (GDOT) STANDARDS.
i`"~ 3) GOMMERGIAVGENERAL BU51NC-55 - 4."116 ACRES.
J 1 / A) ALL USES PERMITTED IN GB, WITH THE EXCEPTION OF THE ; / % \ FOLLOWING: AGRIGULIURAL USES; RECREATIONAL USES; THE
~ ' , ~ ~ ~ / ~ 6 ~ / 1 FOLLOWING BUSINESS AND PROFESSIONAL SERVICES: AUTO. RENTAL
a ~ ~ ® \ ~ OR LEASING; BOAT REPAIRS; BUILDING MAINT'ENANGE AND SERVICES;
_,.®,®,r---"-'-~»~~ EQUIPMENT' RENTAL AND LEASIt~; FURNITURE REPAIR SHOPS; r ® ' LAUNDROMAT5, GDIN-OPERATED AND/OR PLANTS; MOTION PICTURE
~ PRODUCTION; PEST OR TERMITE CONTROL SERVICES; PROFC-S510NAL ® MEMBERSHIP ORGANIZATIONS; TAXIDERMI5T5; TT:LEVISION, RADIO
~ ` ~ ~ ~1 ® ~ I ~g OR ELECTRONIC REPAIRS; TOURIST HOMES; TRUCK AND UTILITY
. Q ~ s ~ ~ I ® • ~ ` ~ I~ / \ \ TRAILER RENTALS; VOCATIONAL, BUSINESS OR SECRETARIAL \
v ~ a I ® ~ b ii ~ ® 3 ~ ~ ® e SCHOOLS; OUTp00R ApVkRT151N~ SERVIG~; TRAN~ORTATION, a¦.+ 1 WAREHOUSING AND UTILITY USES; MANUFACTURING AND INDUSTRIAL
`p p ~ 1 ~ , ~ U5E5; AND OTHER USES: ARTS AND GRAFTS SHOWS, CARNIVALS
- "'1 ~ • N ~ t ~ I I ~ 'gyp '~0~~~~arJ.~•. ~ ~ AND FAIRS.
~ > - ~ ~Ur - W j~ Fr C , tt~~- IT ~j~~"•~... ~~~'~~i1,Tt' J ® B) MAXIt~p1M SQUARE FOOTAGE OF DEVELOPMENT SHALL BE LIMITED (
Q tf1 ~ r ~L I L/ L°~ ~"~Q~I.V,~ / / TO 50,0001 SQUARE FEET OF 6FA. ° ~ / G) NO PYLON SIGN WILL BE PERMITTED WITHIN PROPOSED
w r ~ 1 in ~ o ~ I 0, _ ' 7 DEVELOPMENt. ALL 51GNAGE ALONG NEW GARDEN ROAD FRONTAGE ~ CiQNG. ` / WILL BE MONUMENT 51GNAGE, LIMITED 70 51X FEET IN HEIGHT, WITH
® ~ Q v I i ~ _ } z ~
/ a G ~ \ Q. ~ Mp, 1 ~T~~N~NF7 / ~ / ® : ~ DEVELOPMENT ORDILI~~ WITH THE GIlY OF GREENSBORO ,,,e.,,,...,,~~.,,,,.
_ a o ~ o ~ $o ~ / DI SITE LIGHTING WILL BE DESIGNED IN A MANNER TO ELIMINATE +~~~+1"~¦'°'~.~„ 0 DIRECT ILLUMINATION ONTO ADJACENT PROPERTIES AND THAT SITE
-~w O ~ ~ ? ~ ~ 1 ~ _ N~ ~ , ~•®0~..~- V, ~ / 116HTIN6 STANDARD5 AND FIXTURES NOT EXCEED 20 FEET IN HEIGHT. 80~,5
Q - ~ ~ 1 / E) BUILDINGS WILL NOT F.XGEED THREE STORIES IN HEIGHT. ~ ~`Qp F) ALL TRASH HANDLING AREAS WILL BE SCREENED FROM PUBLIC VIEW.
s N p j~AM G) THE PROPERTY Kuu. BE vESiGNED AND DEVELOPED IN A UNIFIED {
.•y--..,,,,~~ MANNER AND WILL INCORPORATE SIMILAR AND COMPLEMENTARY
` ARGHITT=GTURAL F1=ATURES. H) MAXIMUM OF 7W0 CURB GUTS A5 A~OVED BY GDOT.
~ ~ 1 ® o
~1~J~i.
~ ~ ~ ~ ~ ~ L ~ ~9 ~ _ ~ 3.: I. TOTAL AREA = 32.461 AGt
® - 41 > ~ > O c NEWLY DEDICATED NEW GARDEN RD. R/W = 0.096 AGt
N - _6 ~ ® ~ fl ~ TOTAL REMAINING = 32.365 AGt
, ~ Q Q ~ r ` ~ ~ ~ ' ~ ~ PHASE l: TOTAL = 12,105 AGt
. cv ~ ~ ~ . vo ~ ~ ~ GOMMERGIAL DEVELOPMENT = 2.552 AGt . AREA IN PROPOSED R/W = 0.426 AGt
~ ~ ~ \ ~ ~ - AREA FOR DEVELOPMENT = 2,126 AGt (LOT I)
0 o~ / OWNER/pEVELOPER: y I r _ MEREDITH GROUP, INC. MULTI-FAMILY DEVELOPMENT = 10.153 AGt I
• ~ ~ - ~ u~ #G I~NI P.O, BOX 9411 AREA IN PROPOSED R/W = O.b21 AGt !
- 0 GREENSBORO, NG 21429 AREA IN DRAINAGEWAY t OPEN SPADE = 2.T11 AGt
Q w u.a ~ ~ i _ _ Q , CONTACT= RANDY DIXON AREA FOR DEVELOPMENT = 6561 AGt (2 LOTS) I'
O ~ W o ~ ~ - v ~ }
a r s` PI•~NE= [phone] 959 L.F. 5TTZEET PROPOSED I. d PHASE II: SINGLE FAMILY DEVELOPMENT = 19660 AGt
O o AREA iN PROPOSEp R/W = 3.304 AGt
® o~ p ® Q AREA IN DRAINAGEWAY 4 OPEN SPACE = 3.485 AGt
® ~ AREA IN COMMON ELEMENTS = 0.122 AGt O AREA FOR DEVELOPMENT = 12.149 AGt
~I 4B LOTS PROPOSED.
O / Y l~ O~ 2313 L.f. STREETS PROPOSED.
2. TAX MAP: AGL 3-115-192-3 14 21 22 24 - 28 34 d 35
z~~
® ® ~ O~ ~ ~ 3. REFERENCES: DB. 5522, PG. 422; DB. 3843, P6,813; , ~ DB. 2398, PG. 305; DB. 2991, P6. 521; DB. 3'119, PG. 892;
~ 0 ~ / . . .•r. DB. 4363, PG. 1584; DB. 2889, PG. 356; DB. 2334, PG. 56; ¦ ~j~ DB. 4632, PG.118; d DB. 4632, PG. 122
®1 ¦ ® 4. ZONING: GD-PDM
¦ EXISTING U5E5: PRIVATE CLUB; SINGLE FAMILY RESIDENTIAL;
e ~ ® ~A ¦ . ¦,,,,r ¦ ¦ AND WOODED LAND.
® / ~ ALL EXISTING BUILDINGS, AND ROADS ARE TO BE REMOVED
® / ~ a EXCEPT A5 NOTED.
1 5, ALL PROPOSED PARKING AND LANDSGAPItJ6 WILL BE SHOWN
ON INDIVIDUAL. SITE PLANS FOR COMMERCIAL ANq MULTIFAMILY pEVELOPMENTS AS REQUfRFp.
® ® ~
® ae.\ ~ ~ b. TTZEE CONSERVATION WILL CONSIST OF TREES 4" OR ~ ~ ` AREAS IN DEDICATED DRAItJAGF.WAY d OPEN SPACE
i ~ ~ ~ ~ ~ a / ® ~ ~ LARGER IN 7HE PROPOSED TGA'S. U51N6 DE51GNA1TB7 I
x \ ~ d ~a TO MEET TREE CONSERVATION REQUIREMENT5 FOR ALL E ~ LOTS WHER REGd11RED. SEE NOTT=S AND TABLE OF I
~ ~ a \ ~ AREAS.
~ ~ ~ I. ,
rY ~ ~ ~ ~ F
Y'v~ ~ 0 Z ~ ` ~ ~ ~ ~
~ ~ rr ~ ,4M~ GR0551 ~6
~ ~ ~R I STT14'~
/ ~P~ Q IJ FOR REST N OR NONRESIDENTIAL USES PERMITTED,
I SHED ELEVATION OF ANY STRUCTURE MUST ~ THE F NI LOCATED 0 (I DOT OR MORE ABOVE BASE FLDOD AD TOhIN3HIP 6UILI~ORD COUNTY 1. THE APPROXIMATE 100 YEAR FLDOD LINE AND 2000 ~ 6,ARDI:N
~ NATION. HEATI ELECTRICAL EQUIPMENT INSTALLED FLOODWAY SHOWN ON THIS PLAT ARE TAKEN EjR~~ORO, NORT~I CAROLINA
~ \ BE FLOODPROOFED. / THAT ELENA OM6HALL 0 FROM FLOOD INSURANCE RATE MAP NUMBER OAS C~~ 311o184booJ, DATED AUGUST 18, 2005. DATE: 2/13/Oq 5GALE: I" = so' 0 I 51iEET: 4 OF 4 I .
0 ~ / ~ 2 R ONRESIDENTIAL 5 TURES PERMITTED, ALL J ~1l k 8. PROPERTY 15 IN G~IEETISBORO WATERSHED, Krill,
q1 TI THE STRUG T BE FLOODPROOFED TO ~ ~ ~ Z POR ~ n
QQ AN EI_E1/AT AT LEAST O (11 007 ABOVE BASE FLOOD ~ / \ ~t ~ ~D HUGH CREED ASSOCIATES. INC.. P.A.
X ELEVATION. H TIN6 AND ELEG 18e L EQUIPMENT IN5TALLED ° J`n6 - - r -s
BELOW THAI-EL ATION 5HALL F DPROOFED. ALL 10727 CONSULTING ENGINEERS & LAND SURVEYORS
U FLOODF'ROOFI ALL BE GERTI D Y A PROFE551ONAL Ift / ~ / ENGINEER RE615 IN NORTH G L ~p G1 X10 HATER 4 &.&E NOTE:
D ~S j cALL EXI5TINO UN05ED HATER/5EHER P.O. BOX 9623 PHONE: [phone]
1 / 3) NO ENGROAGHME T VELOPMENT IN 0 1306 W. WENDOVER AVE. OR 336 275-8084 LINES TO BE ABANDONED TO THE MAIN. GREENSBORO, N.C. 27408 FAX: [phone]
REGULATED FLOODHA K OWED. 0 \
e-mail hca®triodbiz.rr.com

j
U5E WHERE 5LOPE OF INCOMING LINE 15 5,0`~i OR MORE,
? `~i ICS I I:)~ ~
N 6 \ I - ~ ~ ~ . y~• .",v
l~ ' 'a 4. i
M 2 W, i
b ~ ~ ? N ~m t 0 0 ~ 0 0
~ q •y~ ~ ~ i 0 a ' SLOPE ~ 4 ° 0 0
00 l 0 v ® 11.50" ~19, Q "Q ,QV V ~ J J J 9 a.
ti .pV ® DROP B DROP BOWL .®p ~~~~CD
~ ~ MOUNTI~ MOUNTING a CIVJ. ONE CAII. '4A P051TION ' ~ Y~ a~
? P051TIC ~ 10 ~ ? .4 de
II N ~ t ~ • INSIDE DROP -PLAN R~ • V q
~ N. ~ h D ~ e'` ,
0 z ~ 0 ~ Q7 u u ~ \ c,~ A-6 WL WITH OPTIO FORGE LIN H ~ ~
~ ~
fJ /e/ ~ (ATTACHES WITH 4 5.5. EtOLTS, FITS A-4 ff A-b) 0 e 5' DIA. (MINA R o~ h
e 0 RELINER IN51[ ~t ~A N ~,,~e`? / ~ BOWL SEGU RELINER IN51DE DROP / a TRIM PIPE TO 2" MAX. VOO-632-449 `q g BOWL SECURED WITH V NOTCH BOTTOM EDGE a . • AYQD UI~11Y DANRf~ p
----1'IQ - .qY v i~ i w STAINLE ~ MHx6 tb p,'~ ~ i e \ 1550" STAINLE55 STEEL 4 BOLTS
i 112 I$ PR . 8" IP S N 5 e e BL
I .D I ~ ~ NI~Ida~r~~p1~INd~tl e
~ / i 0 ~ ~ VICINITY MAP
• a 14 ~ ~ ~ e ~y I " = X000'
N p o ~ ~ e ~ GOMPRE551ON
/e ® ~ a \ COUPLING LE6END OF SYMBOLS 4 MORTAR PROP GATGH BA51N (GB) a„
a ,I e FERNGO FLEXIBLE ~ PROP YARD INLET (Y11
~`bS ~ ~3 ~e i i FERNGO FL 0 ~,,e ~ ' e ~ GOUPLIN6 OF GOUPLIN6 OR EQUAL ® PROP STORM DRAIN MANHOLE (MH)
,o RR ~ EX FIRE HYDRANT (HYD)
.~i ~ ~ > RELINER STA RELINER STAINL.E55 . ° _ PVG SEWER PIPE 4;, f6~ PROP FIRE HYDRANT (HYD)
? , j e~p 2" 6 3 b° STEEL STR~ ? ~ ~ STEEL STRAPS OR X ° • ® WATER VALVE (WV)
~ ~ EQUAL. 5EG I STRUGTUR EQUAL. SECURE TO a STRUCTURE WITH ¦ 3/4" WATER METER (WM)
~ 2 STAINLES'. 2 STAINLE55 STEEL Q EX 5AN 5EW MANHOLE (MH)
~ + u n BOLTS. STRA ~1~b D ~ WL INTERVALS (MIt• BOLTS. STRAP AT 4' ® PROP 5AN 5EW MANHOLE (MH) INTERVALS (MIN. OF 2)
I N.T.S. t ® PROP GLEANOUT (GO)
G 21 ~ ~ ~ THE "A-b" BOWL WILL SERVICE UP THROUGH FULL 8" INLET. GAN BLUE FITTING ® PROP $AGKWATER VALVE (BWV)
,q .G~ .l~ W >L ~ "`e BE U5ED FOR 10" AND 12" INLET MODERATE FLOWS. ALL 51ZE5 9Q , ~ pop, fU 0 s` eee ARE FOR RETROFIT OR NEW CONSTRUCTION. FABRICATED IN BELL ~ SPI60T 3" MIN. SWEEP ELBOW
a ~ E$' ~ i ~ ve MARINE GRADE FIBER6LAS5 AND FINISHED IN BRIGHT WHITE ;4 • , ; EMBEDDED IN
M ~ \0 s `e GEL GOAT. N ~ u ® 1 I . :v~ GONG. AT 45° ? . ° ru SEwER FLOW NOTE= ALL 4" SEWER SERYIGES THAT TIE INTO:
~t ~ ~ t 1 e U.S. PAT. # b0"I4130 . • ` ..4..
22 ~ MH%II i ~ ee`® ADDITIONAL PATENTS e + ~ PENDING : - ~ : • , MANHOLE MUST DO SO AT SHELF.
' ~ ® I ~
`~o . .c~ ® I e< NOTE: ALL GONE TION 5HALL CONFORM TO CITY OF
IN51DE DROP CONNECTION 6REEN580R0 ST ARDS AND SPECIFICATIONS.
NOTE: MANHOLES OUTSIDE OP PAVED AREAS N.T,S,
70 BE 24" ABOVE FINISHED GRADE.
NOTES: JOTfS:
~ c I. ALL INSIDE [ ALL INSIDE DROP CONNECTIONS FOR SERVICES AND COLLECTOR SEWERS SHALL U5E THE ~®T~ : GDIe1T ~4GTOR TO ~ I ELD VERI ~Y
DROP BOWL DROP BOWL A5 PRODUCED BY: RELINER-DURAN, INC. 53 MT. ARCHER RD
LYME, GT 06311 LOGA~TI ON 0~ ALL ~X15T11~C UTI L I TI ~5.
_ _ _ NOTE: ANY PLACE WHERE A SEWER LINE 15 LE55 THAN 25' HORIZONTAL 2. SECURE DRi (860)434-02?T FAX: [phone]
FROM A STREAM OR BODY OF WATER, AND 15 BELOW BOTTOM OR ADJUSTABL. SECURE DROP PIPE TD MANHOLE WALL WITH RELINER-DURAN, LNG, STAINLE55 STEEL ADJUSTABLE CLAMPING BRACKETS.
N TION R WH N 3, THIS DETAII ORMAL PODL ELEVA , 0 ERE RUN ING GROUND WATER 15 3, THIS DETAIL SHALL BE USED ONLY WHERE APPROVED BY WATER RESOURCES DEPARTMENT.
4. DROP PIPE ENCOUNTERED, ANTISEEP COLLARS WILL BE REQUIRED AT 150 5 DROP PIPE I•. DROP PIPE SHALL Bf SAME SIZE AS INLET SfWfR PIPE. i. DROP PIPE SHALL BE SDR-35 WG.
INTERVALS, WITH A MINIMUM OF (I) PER LINE SEGEMENT. b, PROPOSED i. PROPOSED CONNECTION TO BE USED WHERE "X" EXCEEDS 2'-0" FROM INVERT OUT. eiGALE:
18" RG I" = 40' HORIZONTAL
- - - I" = 4' VERTICAL
- - _ - - - - - _ O _
O
- I i
1
..0' 2 - b' RE I R I 1 - - t ~ 1
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1 _ ~ ~ 1 - - - - - -
F IM 8 I.O / _ 1~ \
_ I N = .3q MH ~ v
- ~ is -
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1
- ~ - -
B T E A B N 5 Y
B A J_ TH D - _ _ _ _ _

- ~ N A D S AGE 15 ~ t
,
- ~ -
- 8
~T i
i \ ,
~ ~
5 ~ _ " I i _ I I E G 5 T TO B A L GE W E 5 R I I 55 TH N 25 H RI D T _
I J IN . F MA T M R D 0 A R A i EL WB TT MO MH ~I~ 1 ?p
~ I- ~ 16 1 N R AN I I I A i
~ H# I g" 1 i IN R A 5, WI H INI U 01 (I P R I EG .M' NT. I IN _ NTI
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- - - - - - _ - - - - - _ - IN 7 55 2
ip pea u,~

9 ~ ui I~u (`R1=~11 ACCfI('IAT~C Inlr a e
SEAL
REVISIONS TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE BEN 10727 ; CONSULTING ENGINEERS & LAND SURVEYORS DATE BENCH MARKS JOB NO. P _ CITY OF GREENSBORO
® 0~; ROADWAY DESIGNED BY ENGINEERING DIVISION
•o'A IN REVISED: 01/2q/Oq - CITY COMMENTS - RWJ P.O. BOX 9623 PHONE: [phone] .'P
/S 1.P~•` REVISED: 01/2l/Oq - GIN COMMENTS - RWJ 1306 W. WENDOVER AVE. OR SEWER (336 275-80$4 _ DETAILED BY 5RA55FIELD STATION SEWER OUTFALL SHEET NO.
REVISED: 01/12/041 - DEVELOPER REVISION - RWJ GREENSBORO, N.C. 27408 FAX: [phone] WATER CHECKED --9Y SOUTHERN AT 5 CON®OMINIUM
REVISED: 10/51/08 - CITY COMMENT5 - R4-4J E-MAIL: HCAOTRIADBIZ.RR.COM SIDEWALK b OF 6 SCALE: I" = 4" Y.• 1 " = 40' H. FROM MH #6. - 0+00 TO 3+12.414 - MH #12

/ ~ ~ ~ I I + / ~ / / ~\II / ~~\\\\1J~~.._-~i~ I ~ ti~ ..fir v~, ~ ~~~IQI ~ ~ ~ \ r \ ~ ~ 1.~ / / / / / / ` . A . ~ ~ ~ ~ I ~ ~ I I ~ ~ j . ~ r ~ ~ A / ~ 1 ~ 1 ~ I ~ ~ A 1 ~ . ~ f l I 1 ~ ~ /
1 l l , l / ~ ~ I I I ~ I~~ ) I I I 1 , l I 1 1 1 I I~ II t( l v v ~i, I I I / t. ~ v 1 v ~ v l I / 1 l ~ ) \ . ~ ~ II / II 1 ///r- ~ it 1 1.1 \ 1 III \ / / / i / / / \ \ \ I I / 11 ~ \ \I /e / 1 I 1 I J /T 1 l I 1 1 ~ \ ) ~ / / ~ I / ~ ~ ~~t/11/ 5 ~ / / I~ ~v~~~ v~\
\ \ \ \ \ 1 ) ! \\\V ~ ~ Ill 1111 I ~/1 II I r \I \ 1)~,, 1111 r)l/ 1 I / -I / I i / / / \ \ \ 1 I I ll / ° / ~ l~ l ~ I / lI 11( ~ ~ / I I \ ~ ) \ /e I l /
\ f ~ ~ ° 1 _ ` 1 \ \ \ \ \ / ( \ ~ ~ ~ III ~ / 1 1 Sl / / \ \ \ ~ \ .i - - J / I I / ~ l ( / 1 it ~~~1\ ~ _ , ~ ~
\ \ 1 1 \ \ / - = Jfi i'., l I \ 1"r 1 - i ~ / D \ I r 1 r J / ~ I / / /
i , ~ i ` ~ s- . " `iii/G/~J(/ice ~ ~ ~
\ \ \ \ 1 1 \ \ , ve,, I \ \ 1 1 ~ \ \1 / 1 I j.-' l , / ^ 1 r_..,, J°~
\ ~ \ 1 I I I \ ~ ~ i ~ ° 11 (1(I r ° r I! 111 ~ t i 1 \ t 1 r. ~ / ~ ~ /
v \ 1 I 1 \ \ ~ h\ v l I I /---^_`~`\v'~-- /~///l II Ill I ~ l /v~ v Iill v (1II ~ 11 / V A\ / ( l\ 1V / { I \t ..,Jew/°_. /l///!1111}}1\ / ~ °\\1 I(((~, 1 l 1 1 \ 1 I \ \ ~ I ,/~i~/,,
/ { I ~ \ \ \ \ \ I ~ ~ / / / / / \ 1 I Ill ; .JI I v \ \ /i / \ el ( \ 1 \ ` ~ \ ~ / e/// / /i,/~...~j// ~ \ 11 II l I: \ III 1 I / I I I I 1 //iiii \ \ 1 \ ~ 1 /1 l / /ie / /e~-~ / / 11111• I{ 1 II I e / 11 \ \ ~ ( ~ )
t \ \ \ t - \ \ ~ r / l ~1~= / \ - / / ~ / / lii ~ , -,\\1111 ( IIII I 1 / i ~ { /i/~ /
\ \ ~ 1 - iii III / ~ \ II I \ 1 N / / e \ \ \ \ \ ~ I 1 / ~ r \ l itll Jr,`~==~/1 / I \\,'a \ II. 1 l 1 l I \ \ I ~ >/,rr/( / \ \ c I l 1 / / rl ~ \ , I 1 ,
\ ~ \ I 1 1 1 / / \ \ ~ I ( \ 1i 111 ;.i/l 1 / / / ~ \ \ 1 I 1 1 - U ~ / (t - ~ 1 t~ C ,
\ \ /t I I \1\\\\ 1 Ill . 1,`// /f' 8 ~ 1 11111 I A 1 t I K \ \~..,%L e r \ \ \ ~ ° , \ ~ ` \ 11 111. _ 1 ~ 1 \ 1 .i \ 1 ~ 1 )i ~ / l ~ \ Jai
\ \ \ \ t \ \ 11 11 1~'~~_~J/~/ \ 1 \1111 , I I I 1 I \ \ ,ir ( \ / \ \ \ \ 1 , ~ 1 11 1111 ~ ~ \ 1 1 I 1 ~ \ / \ 1 1 \ ~ ~ \\11 \ 11 I 1 \~R~_,. \ 1 III \ r ( /
\ \ ~ \ \ \ 1 1 I 1 - \ 111 V \ ` \ (l ! I 8 ! / / \ \ 1 / ~ / \ ~ \ \ 1 1 11 1 I 1 1 \ i l ~ - / 1 \ \ 1 ~ ti% \ f~ I 11 11 \\\\c-;/i/ \ \11 II I 1 1~\ ~ ~ ~ \ \ ~ / / ~ L.\\ Y 1 ! 11 1 \ _ / /111111111 I \ \ \ \ / I
b e ~ ~ \ ~ ~ ~ ~ > \ \ ~ \\111 11 II 11 1 \ 1 I al it J I \ I ~ _ - r 1?~ 1 ~ \ ~ , I 1 1\ \ \ \ ~ 1 \ IN. J 1 \ r \ \ ~ / ) \ \ /r= , \ \ \ ~ 1 I \ \ ~ 1 11111 I I I i 1 ~ \ 1 - _ r /
\ ~ I \ \ \ \ ~ / / \ ~ 1 S _ ~ 1 \ 1 \ 1 1 l v vv vv v _ Av _ f v v > 1\111 1 I I \ \ 1A \ V / ( I }1 {Ill 1 } /r , _ - J / \ 1 / ~ ~ ~ \ , l / / / - -,I t\ 1 \ \ \ 1 I1 1 1 1 1\\ 0\ J I\ III III ( 1 1 \ v l \ ~ / J ~J J/ / 1\11 ~ I ll~ / VI=GINITY MAP
\ °~_n/ /i/ \ 1 d I 1 1111 r IIII i 1 111 1 I I 1 I / I/~ 1\ I ~f...~ l/ \ \ \ ~ ~ / ~ ~ \ c \ \ II I ! i 1 1111 Ill 1 ! l1 ll I I ~ r) l \ ~ \ / / \ \ . ~.r / / l \ \ \ III / 11 1111 I I ~ /1111 / I ~ 1 11 ul it I I I I I I / ~ \ / r ^ ~ / ll( e \ I~ ~~"l ~ \ ~,..r ~ / 1 ~ \ I 2000
/ \ ) / ~ \ \ / \ \ ( I I {l If III II / ° I 1 Il IIII I ~ \ I 1 1~i \ ~ - , _ f I
\ \ \ \ w 1 / t / ~ ~ 1 III 1 I I 1 r-. i I I I I \ \ ~ / ~ ~ ° \ _ / \t i ~ \ _ \ ~\\°ally~ /l I I II 11 I IIIII t / I ~ a I I 1 I I /1 ~ \ _r//°~ 1\11 / \ \ l / I III 11 II lil! _r/ \ 1 1Nlll 1 { I \ \ I t ~ ) \ \ r~-~/-~°~/
1 \ ~e_- ~\~~%I// lll~/~~=-: `-~1 ( ~ hI i 1 11 111 1 . 1111 .III \ ! _ ~ / l\\ --~~r/ / lI/// 11 \ ~ I I 1 1/l )I llI ~f ~ ~ \ 1 III~{l. \ l / / / ( / .ter-~,--.
\ ~ Ill, \ v 11\ i I \ ~ 111 I //i~~ I \ I 1 111 \ 1 \ t - / \ \ -~~~~r / _ \ \ / /r/ ~~J / / / v I ~ ~ II l 11 l /~~L~ I~ 1 I I i ~ 1 I I / i \ \ \\<< / ~
/ ~ l~//~ ~ 11 I ( \ I it 1 ( t < \ r" 1 ~ / ^ - I~ / / - ~ ( t ~ 111 \ I 1 ~ 11. I I I /iii 1
\ ~ J/i -~}l ~I~/~ ~ II\l\` r,\\\l ~ 1 I IIII I l 1 1 I \ \ / J/~//
I,
/ ~ ~ / \ \ \ \ 1 I 1 Ilil) II I / ~ I 1)) l / _ ! ~ / I ~ ? , • I. TOTAL AREA = 32.461 AGt
~ _ ~ - \ ) 1 111 1~ / I 1 - ~ . 1 _ / 1 \ I I III 1 1 / \ 111--- ~ / I I 1 I ~ ( 1 i 11 III III II \ J\ I / 111 ~ ~ 1 ~ 1 ( 111`d~ 1 I / , \ ~ ~ ` l \ ~ ~ ; ( ~ iii ~ / NEWLY DEDICATED NEW GARDEN RD. R/W = 0.096 AGt _ I ( 1 L ~ \ / iii / ~ l ~ TOTAL REMAINING = 32.365 AGf
/a 1 ~ _ ~ I ) / - , ~ \ 1 / I 1 { l I Il ~ I ~ 1 I 1 II III \ / ~ 1 l _ --~-r / /i ~ ~ \ ~ I \ s ,~i ~ j% ~ ~ ~ j I \ I ; PHASE I= TOTAL. = 12.105 AGt
,t Ifll 1 1 _ e - / ~ /I \ 1 / 1 \ 1 11\\ l ~ 1 • I / I ~ I \ /III 11 \ \ / / / 1 \ \ 1 ~ 1 \ Il \rr\\\ \ ~ _ I II I e I I I 11 1 \ / / i~ / ~ / / , ~~0~'~ t ~ ~ ~ I I COMMERCIAL DEVELOPt~NT = 2552 AGt
l \ 1 /////i / Il \ \ 1 \v/ 11 \ I 1 1111 I I 11 1 \ \ t ~ i / ~ 1/ AREA IN PROPOSED R/W = 0.426 AGt
1 \ \ _ I I ~ \ 1 \ ~ I \ > \ \ 3.e'11, I 1(I 5 ,111 \ I II 1 / / s f / ~ ( ~ ` ` / / AREA FOR DEVELOPMENT = 2.126 ACt (LOT U / / / \ \ \
1I ~ ..`-'/.-'ii/))/!? III I ~~_1 ~ \ ~c.L' / 1 l lII Ill IlI \ 1 II / ° \ \I ( ~ \ 1 ( ~ \ \ < MULTI-FAMILY DEVELOPMENT = 10.153 AGf
~/Ill I 1 Ilc \ ~ - 1/ / { \ ~°/>>l ~ iii/i ~~l ~ / ! 1 1 \ \ l / / / \ / \ ~ \ ~ 1 ~ ° \ \ \ \ ( \ ~ ~ ~ AREA IN PROP05ED R/W = Ob21 AGt / <J 1T ° \ \ ~ J~ ~ ~ - ` ~ 1 AREA IN DRAINA6EWAY d OPEN SPACE = 2.111 AGt
/,,.~/1t\\ \ ll I T ~ ~ l I J ((tom,/// I 1 / ? l~ ~ 1 c \ ~ = = ~ ° / I AREA FOR DEVELOPMENT = 6.561 AGt (2 L0T5)
° _ - J/~'~ ll1 e/ I 1 \ ~ 1 ~ J (I l - ~ i/ l III I gee ~ \ I / , - - - ~ ~ ~ ? } _ \ \ ? ' 1 1 Q59 L.F. STREEt PROPOSED
` J/^\~ I ~ ~l ~ ( I \ \ 1 / / / //1'~ / ice- i ~-"J II / ~ `i ~ ` ° ° \ f ,~G,~° 1\ ~ ~ l l//// l ~i J (l I f PHASE II: SINGLE FAMILY DEVELOPMENT = 19.660 AGt
~ \ \ \ / / / ~ / r AREA IN PROPOSED R/W = 3.304 AG3
' ,~.\~lll I II \ \ \ \ / / / / r~ 11 I ( 1 I/~t9T.MJ~O. \ ~ \ \ \ \ ` ~ ~ ~ 1 1 ~ \ \ 1 ``(I / ~ (j ~ AREA IN DRAT NAGEWAY d OPEN SPACE = 3.485 AGt
q+~.a~.-- ~ 1 11) / i / 1 1 1 \ l ~ / ///r i \ / J / 1) J 1 / r i~ - - ~ ~ J./ \ \ ~ \ AREA IN COMMON ELEN~NTS = 0.122 AGt 1/i ~'~.1~~~\ \ \ tl'~~l\ I \ ± 4AREA FOR DEYELOPMEN7 = 12.149 AGt
~ ~ \ ) 11 1 1 ~ ~ 1 PROPOSED.
/ it ~ ~ ~ /r..- . \ ~ I l \ \ l/ l ' \ l l r / 1 \ ~ - / / ' , _ - ` _ , ! , - = : - ~ ~ \ 1 t 1 ~ ~l < < ( ~ ` \ ~ \ a313 L.F. STREETS PROPOSED.
~ ~1 1 ~..7,\ 1 / l 1 % / ? / ~ / l ~ / / ''ice/r//'~/'.... iii ~ v~\ VI V I ~ v ~ Z, TAX MAP. AGL 3~115•lq~•9,14, ?I, ~1, Z4 • fib, 34, 4 35
• \ • \ / ~ III ~ - 3. REFERENCES: DB. 5522, PG. 422; DB. 3843, PG.813; ~ i ~ ~i~ - \ I ' ° ` DB. 2398, PG. 305; DB. 2991, PG. 521; DB. 3l l9, PG. 892;
~ = 1\\~\\\\ \ ~ ~ ~ DB. 43b3= P6. 1584; DB. 2889= P6.356; DB. 2334, P6.56;
l$~ / / 1 J ~ / 1 \ \ 111 \ \ \11 \1 , 111 r \ / r ( / / /i t~ d \ S if r { / / 1, \ \ 1 > 1 \ 1 1 / , , F ~ \ / \ I o l l / / , ~ i 1 \ / ' \1 ~ ti DB. 4632, PF.118; S DB. 4632, P6.122
~ 11 /r\\ / ~ 1 l 1 I ~ / / ~ / / / I / / / / ~ r 1 / ) I ~ 1 ~ / 1111 ~ 1 / \ / ~ J (1 l / 1 I I ounBr / \ \ \ / / - \ / I ( ( / / / ~ ~ \ ° \ / / \ ~ / 1 / / l ~ k :iii \ \ \ ~ I I ( / \ \ ~ ~ - ~ \ ~ Il l ~ - - ~ ~i ~ L i 1 I 1 ! 1 / / I J ~L'KIgT / ~ / ~ 11 / / 1 1 \ t ( I 1 I //j ~ t \ \ ~ _ 4. ZONING= GD-PDM
\ \ \ \ ~ \ \ \ \ \ I i / / I / / \ \ 1\ I f 1 I I I i y / I \ ~ \ \1\ \ \ ~ EXI5TIN6 USES: PRIVATE GLUE; SINGLE fAMILY RESIDENTIAL;
\ ~ \ \ 1\\\`.\~\ 11~/ / / ~e~ / 1 I I ! I I?I / , / ~ ' - 1\ ~ 11 ~ / / 1\ \ III \ \ \ ( \ / 1 \ \ ~ ~ \ 11 1 ~ AND WDODED LAND. \ \ ~ ~ 1 i \ \ 1`1 ` / ~ \t ~ - ~ ! ~ ~ ALL EXISTING BUILDIN65, AND ROADS ARE TO BE REMOVED
° \ 11 _ ~ I 1 1 ~ \ 1 1) r ~ / / \ \ \ I At~A Ml-- 1 \ \ \ 1 1 I I ~ ~ \ I jj ~ EXCEPT AS NOTED.
~ 1 I I \ ~ / ~ _ _ / \ ~ _ \ exn ~ ~i /i^\\ \ 1 1.101KtP01MT- ~ / / 1 I ~ J i-- , 5. ALL PROPOSED PARKING AND LANDSGAPIi~ WILL BE SHOWN
/ / I I ~ I ~ r \ ~ \ < < ON INDIVIDUAL SITE PLANS FOR C.OMMERGIAL AND
J / J \ _ ~ \ \ I ~ I / / ~ i I 1 V \ ~ ~ \ ~ \ MULTIFAMILY DEVELOPMENTS AS REQUIRED.
/i / l \ \ ~ J 1 ( 7 ~ < __J 11 / / i / 1111 r _ , - \ r \ ~ \ 1 11 ) 1 ~ I ~ ~ / / / ~ - J / / / / v ~ . _ v v ~ - ~ 1 v v v I I 1 ~ ~ / I / ~ III 1 1 / l v _ ~ _ v ~ l 1 1 1 /
v - _ ~ ~ / r ~ v \ 1. ~ / l I v ~ _ ~.~.~~~~r//_11 v__-~ ~ v v A° I 1. ~ v 1 A ~ .1 / Il l l / 111 1/ ~ ! / ((I I ( \ \ \ ,1 ~ \ ~ b. TREE CONSERVATION WILL CONSIST OF TREES 4" OR ~ ~ 1 ) / / ) / \ ~\\\\11 ~ \ \ LARGER IN TdiE PROPOSED TGAS. MAXINNIM AREA
~ ~ I i \ \ r t \ 1 r 1 } _ , I I / / ~ ~ \ REQUIRED = 9.'156 AGt; PROVIDED = 6.256 AG.t
/ ( ^ \ \ U51N6 DEDICATED DRAINA6EWAY d OPEN SPACE . / ~ I / / I ~ / s~`°~~\\\\ \ 1 TO MEET TREE GON5ERVATION REQUIREMENT5,
1 ) / ~ ( / 1 \ 1 ~ / / \ 1 l 11 1 / ,I..,.. J 1 1 ~-i .:.r::::~::... Ir - / ~ ~ / / \ / 1 1) IL )I ~ 1 J 111 / _ P. ~ % /1 1 .,r J / ~ ' \ ( I I - \ . ` 1. THE APPROXIMATE 100 YEAR FLOOD LINE AND
c. _ / /1 \ _ 111 / J / b r~, ~ ~ l V , l r - \ I / _ / ~ l l r- < l ~ _ ~ ( / - 111 ~ \ ° / 1 / ) ~ ~ ~ ~ FLOODWAY SHOWN ON THIS PLAT ARE TAKEN
r / % \ ~ FROM FLOOD INSURANCE RATE MAP NUN~ER
_l~~- ~ It l / \ \ tl!/~ /i l lli it 1 I - ..J r / l _ / ) r(/ /mar ~ , t \~\\\\\\\\I~ 3110184600J, DATED AUGUST 18, 2005.
- - _ 1 I / \ I i / \ ill 1111 / \ ~ , ~ ~ a. ~ - / , , _ _ , / 1 / \ \ ~ \ \ ~ / 1 / - \ \ ~ ~ I I 1 ill 1 / - _ ~ _ ~ ~ / / / / I ( / / ~ \ \ X11\~i ~ ~ 8. PROPERTY IS IN slzE~rlsBORO WATERSHED, w5-n 1,
_ / (I I / 11 i I \ \ \1 \ \ \ 1111 GENERAL WATERSHED AREA.
\ / / - - - / / / ~ ~ 1 \ ~ ~ ~ \ \ \ \ 501E TYPES= GeG2, GFB, EnG, EnD, McGZ, 8 Wh
/ _ - ~ III I / ~ ~ \ ~ ll , l l / ~ l~ : - ~ ~ I r \ l \ / ~ ~ _ ~ / ~ 1 ~ ~ ~ ~ ~ \ \ \ AVERAGE SLOPE OF PROPERTY 10~ t
~ / ~ I ~ ~ ~ \ 9. SIDEWALK DETAILS WILL BE SHOWN ON PLAN5 ~ / ~ J ) / / \ \ FOR CONSTRUCTION REVIEW PHASE.
\ l / ~ I / I ` I - \ \ \ \ \ \ \ ~ \ 10. ALL WATER DISTRIBUTION AND SANITARY SEWER
y, 1 J I 1 \ \ \ \ l l/ l 1 I J l ll / / o/ ~ ® \ l// ~.::t / ? , ~ / \ / ~ \ ) ~ II I / ' I \ \ \ 1 LAYOUT WILL BE SHOWN ON INDIVIDUAL SITE PLANS
- / \ V \ II l I \ ` ~ ° \ \ ~ \\1 ~ \ ~ / / /lj l / l l/ / l / ~j I 1 111 / / ) ,r / i ~ ~ / ~ / ~ v ~ \ \ ~ ~ \ \ 1 \ FOR PHASE ONE.
r / / / /I Il l / / / (1/ /
1 1 I / / / / \ 1\ \ \ ~ OWNER/DEVELOPER:
I 1 I t l ( ~ ~ 111 r / 1 f / ~ _ 1 \ I ~ \ ~ I ( ~ l (S / ~ } ° \ ° ~ MEREDITH GROUP, INC. ° P.O. BOX g4ll
I 1 7 r t / / ~ ` \ / r J _ ~ \ / \ / rl 1 I ~r i \ / / / ~ ~ \ \ ~ GREEN5BOR0, NG 2742q
~ 1 / / / \ \ ~ \ CONTACT: RANDY DIXON
1 y I ~ l ~ / ~ ~ ~ i / l l \ ` ~ % ~ PHONE: (33b) 212-4411
1 \ _ 11 I / / 1 l / /l it 1
/ / s \ / / ~ ~ ~ 1 - ~ ~ l ~ l ! / / \ \ \ 1 J 1\ D..5TONE BUILDERS, INC.
~ \ \\I 1 ~ ~ I / / \ ( \ \ ~ ~ 1 \ ) ~ 1 , P.O. BOX gbg6
1 L ~ \ / / / ~9 ~ I / ~ 1 I I ) / I ( 1 \ ~ GREENSBORO, NG 21284
I \ I CONTACT: JOE GONZALES
~ / e ~ v ~ l 1 ~ ~ \ ~ ~ I / ~ ~ ~ ~ PHONE: (336) 288-g3g3
/ / - , /
c - v 1 > i / ~ II 1 ~ / / ~3 I ~ / ~ / ~ \ \ ~ / / / / 1 ~i I ~ ~
/ _ - / ~ I ~ v 1 III / v \I 1 . ,
I / / / - ~ - / ( / / ~ ~ I \ 111 I II \ 1 ~ ® ~ ~ / 1 \ / / \ ~ \ l I / \ i ~ \ 1 111 1 II \ / > \ ~ ~ I ,/~I `I i ~ 1 l I , . NOTE:
i I ~ / / \ ' ( ~ ~ / / / l ~ \ 1111 1i ll . i I / ~ ~ ~ , / 1 1 I ~ } ~ 1 ~ / / //l THIS MAP 15 DRAWN FOR ILLUSTRATIVE
i I ~ \ / / r / ~ ~ \ l l \ \ l l 1 ~ \ \ 1 111 1111 ly/~ ~ ~ 11 ~ ~ 1 ~ \ ~ / / > PURPOSES ONLY, AND 15 N07 INTENDED FOR
lr l 11 ~ r r ^ s ~ l\ \ \ ~ ~ J I J ~ ~ RECORDATION, SALES, OR CONVEYANCES.
/ -1 \ _ - / , / ` \ ~ _ ~ . a/ ~,1 \ I / / / , I I ~ I ) I I i IN i \ I 1 1 1 ~ \ ~ l \ \ / / (1
11 / / _ / / ~ I { 1 / I I 1 111 I 1 Il J 1 - _ , - / e ) rJ/ / J i III 1 I / ~ / I ~ 1 \111 I\ 1 ! /j ~111~
/ / t 1 \ v l II / / ' 1 / I ~ l ( III v II ~ - _ - _ = / \ / / 1 I 1 1 1 1 (/U I III 1 _ , \ a 1~ - - / / l \ l 1 l / ~ I \ ~ 1 / i J
/ , 1 , / r / ~ , , I v ) f11tt(\ 1 / III ~ ~ ~ v ~
- i „ / , , / , I ~ \ I III I ~ ` \ ~ ~ , _ - - ~ I / l / r ( 1 , l r , / \ 1 i I \ \ \ I 1\\\\\i I 11 III ` ~ \ i \ \ v ~ i,~ ~v v ~v v~ ~ I
- ( I / 1 \ \ III I s - ^/v ,-a / 1 ~ / w ~ /I / / I / I '~v 1 11 llil 11 I t ~ I ( / / / ~ \ \ Il 111 I i I \ I / ~ r~ ~ ~ ~ / / ,~1,~) ~ IN D~LIN~~TION M,4P
~ ~ /~'~I ) I / 1 / / ~ / I I I / I 11 Ill 11 I II / p ( \ { I \ i / / ~ I / ~ / 11 I X111 III I ~ I / 1 I
/ 1 ~1 l 1 I / l / / / / I ~ ~ \ \1 I1 I 111 I , I 0 -->1 i~ ~ 11 \ \ I \ / \ / / ll ( ~ ( ~ 1 II 11 1 I I 1 11 1 > ' ~ , ~ , ~ _ ' ~ ~ , / ~ ~ ~ 5T01~1HV~T~R MAN~6~M~NT STUDY
/ > ° \ ( I f I ~ ll i i 111 II ~ I ~ / v ~ v~ V ! t I / 1 ~ v \ v/ /I \v v t II ) it 1111 I I 1 II ~ 1 / - ~ \ 1 1
~ _ - / / / ~ ~ ~ r I I ~ v / / ) ~ I I III 1(I / ( III 1 l / vJ 1 r - ~ ~ / / ~ \I r / - 1 I / e 1 l { t 1 ( 1I I 1 / III I I 1 f 1 / / ~ s ~ \ I / ( 'I~ I , ®,®®p®aauUf®e 55~ I ~~D ST,~T I
~ ~ / _ / 1 I I J / / //i / / v l ~ 1 / / l i I 1 \ I % - I I 1 I I 11 ~ III ~ I ~ / / / / ~ / _ \ ~ / / / ! ti / / ~ t ~ I I III 11)}11 I I / 1 I
/r / { / / I ( 1 ~ 1 11 1 \ t 1111111(/ / III ~ 1 I ~ / / / f J ~I i I p ~ f 1 ~ ~ ~ ~ ~ (r ~ ~1 ~ \ ~ I hr ~ a.•°0pQ' ~y'•, 2000 NEW GARDEN ROAD
, / 11 ~ / / / ~1 1 ~ / 1 \ ~ I 1 I it 1\\~ / . ( l / _ {l / ~ / f r ~ _ ~ ` ~ )I\ \ t ~Il~r 0 ~l ~ TOY~IIP, / ~ i~ / )1 - ~ / S \ \ ~ III( / SEAL s~~~~eoRO, euiLhoRV couNnr
\ / ` / \ I \ 1 ) , / I \ \ ~ I I < ° / 0 1 I II I 1 I I I 1 / \ / 1 \ / ~ ,_i \ y I l / 1 1 ti~ \ ~ ~ ~ II Illl II. I j 1 / \ 1 ) \4/ /t / ~ \ i / I ~ ~ \ o \ 1 I III ~ I I II NORTi~ CAROLINA ( ~ ~ ~ ti~// ~ ~ ~ \ III , yo toaz7 p~' DATE: o3r~oi®-r SCALE: I° = 200= o ?00~ 20~~ ~o~ SH~I:T: a of ~
0 ~ / / / I 1 / \ \ \ t I ~ )1 / , / / \ 1 \ ~ I Jlll l) 1 I 1 II 1 I / _ , I/ »
0 ~ / / / \ \ I / / 1 / r r ( ~ 11/ 1 1 1 1 ~ , \
/ Jl/ 1 ~ I,\\ ! 1 \1 1 r )11 \i r 1/ ~ e/ I \ I ° ~,°I®'®S z. ~P~' HUG EED ASSOCIATES INC. P.A.
I ~ I ~ ~
V^' _rf` j i 1,-.1 /,:•'r~,
CONSULTING ENGINEERS & LAND SURVEYORS
O _ _ i f f , ? t P.O. BOX 9623 PHONE: [phone]
1346 W. WENDOVER AVE. OR 336 275-8084
~ \ ~ ~ ~ \ I ~ \ ( l) 1 ~ \ \1111 ~ \ ilk { II ( ! I ! ( ~.(l i 1 \ ~ ~ - ,A ~ ~ ~ ~ ~ A , / J ~ ) / l ~ ~r , , ~ 1 \ ~ ~ / \ ~ \ . 1~, ~~1111. ~ 1 ,71 ~ ~ d I 1 , r i f . I r , . 1 I ! ~ ~ , GREENSBORO, N.C. 27408 FAX: [phone]
NiL 0 REVI5ED: l/b/01 - CITY COMMENT5 - RWJ E-MAIL: hca33790triodbiz.rr.com