20060138 Ver 2_More Info Received_20080529

D Lo -O 1 300 YZ
May 27, 2008
Ms. Sue Homewood
NC DENR Winston-Salem Regional Office
Division of Water Quality
585 Waughtown Street
Winston-Salem, NC 27107
Subject: Section 401 Water Quality Certification Application
Hornaday Road Improvements
Dear Ms. Homewood:
ENGINEERS
PLANNERS
ECONOMISTS
WilburS7TE ith
A S S O C I A S mom
QR";W1 [10 16 r1 P
MAY 2 9 2008
DIM • WATER QUUAUTY
WETLANDS AND SMRMWATER BRANCH
Below are responses to the letter sent to the City of Greensboro on March 26, 2008 for the above
referenced project:
As we discussed via e-mail and phone, due to the longitudinal nature of the above referenced
project, we could not find a BMP to convert the discharge from the storm drainage pipe number
37 (Sta. 46+00, see plans) to sheet flow in the buffer area. The outfall of the pipe is in a narrow
area between the roadway fill slope and the existing bank for the UT running parallel to the
roadway. The level spreader design does not meet the design criteria for slopes and filter strips.
The filter strip needs to be 6% to 8% and the existing bank downstream of the outfall is
approximately 50%. We analyzed the use of a wet detention basin but the existing ground
available for a pond is located east of the outfall and the existing grade is rising above the outfall
pipe elevation. The pond would have to be at least 10 feet deep to meet the surface area and
storage volume requirements and due to the depth, outfall in Zone 1 of the buffer. We also still
have the issue of converting the outfall from that basin to sheet flow with a level spreader in the
limited area. We looked at revising the piped drainage structure but there is nothing we can do to
adjust the outfalls higher due to existing water, sewer and gas mains under Homaday Road. The
storm drainage system would outfall below grade if we tried to revise the system to outfall at a
number of locations instead of the one that we have (number 37). We also need a temporary
sediment trap in the limited space to prevent sediment from entering the stream during
construction and this will need to be installed prior to beginning work.
We also looked at Tables 4-1, BMP Ability for Stormwater Quality Control and 4-2, Possible
Siting Constraints for BMPs and found that the Bioretention, Stormwater Wetlands, Sand Filters
and Infiltration Devices would provide the required 85% TSS Removal Efficiency but would not
work with this site due to the size of the drainage area and the space requirements.
We are recommending a concrete and rip rap lined ditch from the outfall to the UT as shown on
the plans.
2. A copy of the EEP Invoice and Receipt has been provided showing the amounts invoiced and
paid for the impacts. The invoice lists the Buffers and Streams so I assume that the credit has
been issued. I have tried to contact David Robinson and he has not returned my calls.
421 Fayetteville Street, Suite 1303 Raleigh, NC 27601
919.755.0583 f 919.832.8798 www.WilburSmith.com
Page 2 of 2
May 27, 2008
A profile of the proposed culvert crossing at Sta. 29+10 has been provided. The plan sheets show
the pipe alignment and there are notes on the design plans for the contractor indicating how it is
to be constructed. The pipe will be installed by open cut into the existing ground except the ends
that tie to the stream. Once the pipe is installed and backfilled, the tie to the stream ends will be
made. The pipe burial will be in accordance with City of Greensboro and NCDOT standards.
4. There will be temporary impacts to the buffer and wetland areas for sediment and erosion control
measures. These measures include temporary sediment traps that will be removed when the
project is completed and the area returned to its previous condition. Portions of seven (7)
temporary sediment traps will be temporarily located within buffer zones 1 and 2 for a total area
of 8,690 sf. Approximately 725 sf of wetlands will be temporarily impacted by one temporary
sediment trap. The area where the trap is located is very tight and near the embankment of an
existing quarry pond so the sediment trap could not be relocated to avoid these impacts. No
additional stream and buffer areas will be disturbed by pipe installation or other means.
I have attached a copy of the plans that show the buffers, wetlands and streams along with the roadway
and drainage improvements. These plans are not the construction plans as these plans show more
information and do not show the buffer and wetland boundaries. Construction plans are typically busy
with details for the contractor and including the buffer and wetland information would be confusing.
These plans are only issued to the agencies for their review.
Should you have any questions or comments, please do not hesitate to contact me.
Sincerely,
WILBUR SMITH ASSOCIATES
Tre Dugal, P.E.
Project Manager
cc: Ian McMillan, NC DWQ
401 Wetland Certification Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
(with one set of plans)
Tom Cordell, City of Greensboro
(with one set of plans)
Attachments
W:\Homaday Road\DWQ Homewood ltr.doc
stem
E-cos
PROGRAM
RECEIPT
August 17, 2007
Donald Arant
City of Greensboro
300 West Washington St.
Greensboro, NC 27402
Project:
County:
DWQ #:
USACE Action ID:
EEP No.:
Amount Paid:
Check Number:
Hornaday Road Improvements
Guilford
06-0138
200620357
ILF-2005-4148
90,746.40
178227
0Io v C) 1 3 $ 4 z
The North Carolina Ecosystem Enhancement Program (NCEEP) has received a check as indicated above as payment for the
compensatory mitigation requirements of the 401 Water Quality Certification/Section 404/CAMA Permit(s) issued for the
above referenced project. This receipt serves as notification that your compensatory mitigation requirements associated with
the authorized activity as specified below have been satisfied. You must also comply with all other conditions of this
certification and any other state, federal or local government permits or authorization associated with this activity.
The NCEEP, by acceptance of this payment, acknowledges that the NCEEP is responsible for the compensatory mitigation
requirements associated with the project permit and agrees to provide the compensatory mitigation as specified in the permit.
The mitigation will be performed in accordance with the Memorandum of Understanding between the NC Department of
Environment and Natural Resources and the US Army Corps of Engineers dated November 4, 1998, as indicated below.
River Basin Stream Credits Wetland Credits Buffer I & II
CU (linear feet) (acres) (Sq. Ft.)
Cold Cool Warm Riparian Non-Riparian Coastal Marsh
Cape Fear 0 0 220 0 0 0 44,340
03030002
Please note that a payment made to the Ecosystem Enhancement Program is not reimbursable unless a request for
reimbursement is received within 12 months of the date of the receipt. Any such request must also be accompanied by letters
from the permitting agencies stating that the permit and/or authorization have been rescinded. If you have any questions or
need additional information, please contact Kelly Williams at [phone].
Sincerely,
y William IX Gilmore, PE
Director
cc: Cyndi Karoly, NCDWQ Wetlands/401 Unit
Andy Williams, USACE - Raleigh; Thelma Hemmingway, USACE Wilmington
Daryl Lamb, NCDWQ Winston-Salem
File
R2todktg... ... PYDtect, Our Stag
IBC EMIR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 91 9-71 5-0476 / www.nceep.net
08-23-'06 11;38 FROM-DENR EEP
Lanny ihew
City of Greensboro
300 West Washington Street
Greensboro, NC 27402
Project: Hornaday Road Improvements
County; Guilford
DWQ No; 06-0138
USACE ID: 200620357
IIEP No; MF'-2005-4148
9197152001
inameme
PROGRAM
INVOICE
August 23, 2006
T-153 P02 U-691
You have elected to satisfy the compensatory mitigation requirements of the Section 4011404 permit issued for the above reference
project through payment of a fee to the North Carolina Ecosystem ]=nhancement Program (NCEP-P). In accordance with 15A NCAC
211.0500, the amount you owe is based upon the 2006-07 Fee Schedule and has been calculated as follows (Please note: payment of
wetlands is calculated in increments of 0.25 acres). If you have any questions concerning this payment, please call David Robinson at
919-715-2228-
Riparian Wetlands 0 acres x $ 26,246.00 = $
Non-Riparian Wetlands 0 acres x $ 13,123.00 = $
Saltwater Wetland 0 acres x $131,230.00 S
Stream 220 linear ft x $ 219.00 = $ 48,180.00
Buffer -Zone I & 2 44,340 sq ft x $ .96 = $ 42,566.40
TOTAL, AMOUNT DUE $ 90,746.40
Please mail a check payable to NCEEP for the Total Amount Due to the address below, and enclose a copy of this invoice.
NCDENR Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699-1652
Please note that a payment made to NCEEP is not reimbursable unless a request for reimbursement is received within 12 months of
the date of the receipt. Any such request must be accompanied by letters from the permitting agencies stating that the permit and/or
authorization have been rescinded. If the payment pheck's account name is not the same as the permit holder's name please include a
si ed sta ment that the the is being written on behalf and with full howled f the rmit holder-
YOU MUST BE IN POSSESSION OF THE PA'Y'MENT RECEIPT FROM NCEEEP PRIOR TO COMMENCING THE
ACTIVITIES AUTHORIZED BY THE DEPARTMENT OF ARMY 404 PERMIT AND/OR THE 401 WATER QUALITY
CERTIFICATION.
cc: Cyndi Karoly, Wetlands/401 Unit
Todd Tugwell, lUrSACE-Raleigh
Daryl Lamb, DWQ-Winston-Salem
Tre' Dugal, Wilbur Smith-Raleigh (fax)
File
ftbrcofg ... ... Pro&"I our 8m&

North Caroline Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 / 919-715-0476 / www.nceep.net
OFFICE USE ONLY: Date Received Request # O Lo - O 1 S . Y 715 State of North Carolina Department of Environment and Natural Resources Division of Water Quality

"General" Major Variance Application Form
From the Neuse and Tar-Pamlico Riparian Buffer Protection Rules for residential
structures on existing lots within the coastal counties as defined by the Coastal Area
Management Act
(As approved by the Water Quality Committee of the Environmental Management Commission on 5/9/2001)
Please identify which Riparian Area Protection Rule applies.
Neuse River Basin: Nutrient Sensitive Waters Management Strategy
Protection and Maintenance of Riparian Areas Rule (15A NCAC .0233)
Tar-Pamlico River Basin: Nutrient Sensitive Waters Management
Strategy Protection and Maintenance of Riparian Areas Rule (15A
NCAC.0259)
Randleman Lake: Nutrient Sensitive Waters Management Strategy
Protection and Maintenance of Riparian Areas Rule (15A NCAC 02B
.0250)
NOTE: To constitute a complete application, all of the information requested in
this form must be provided. Incomplete applications will be returned to the
applicant. The original and two copies of the completed "General" Variance
Application Form and any attachments must be sent to the DWQ 401/Wetlands
Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650, 919-733-1786
to constitute a complete submittal. This form may be photocopied for useas?? ? fl W \r/ ? f ht
original. \'?,
Part 1: General Information uU MAY 2 9 2008
(Please include attachments if the room provided is insufficient.)
DENR - WATER QUALITY
1. Applicant's name (the corporation, individual, etc. who owns the property): WETLANDS ANDsTORMWATERSRW-4
City of Greensboro
2. Print Owner/Signing Official (person legally responsible for the property and its compliance)
Name:
?cryrv? Iff . ?rvft ?c
Title: G,'
Street address: e X, 4/ ? 1-.
City, State, Zip Car ds -,;? - 2 of
Telephone: ' 317,6
Fax: ( ) »?? 7 3 `Z 37316
3. Contact person who can answer questions about the proposed project:
Name: Thomas Cordell
Telephone: ( 336) 373-2039
Fax: ( 336) 669-0602
Email: Thomas. Cordel10areensboro-nc.aov
"General" Variance Application Form Version 1
4. Project Name (Subdivision, facility, or establishment name - consistent with project name on
plans, specifications, letters, operation and maintenance agreements, etc.):
Hornadav Road Extension
5. Project Location:
Street address: Hornadav Road
City, State, Zip: Greensboro NC
County: Guilford
Latitude/longitude: 36 03 36.021-79 55 07.88
6. Directions to site from nearest major intersection (Also, attach an 8 %2 x 11 copy of the
portion of the USGS topographic map indicating the location of the site):
Exit off 1-40 onto Guilford College Road, Turn left off the exit and follow Guilford
College south approximately 1000', turn right onto Hornadav Road. Project begins
approximately 0.5 mile down road.
7. Stream to be impacted by the proposed activity: Stream name (for unnamed streams label
as "UT" to the nearest named stream):
UT Long Branch
Stream classification [as identified within the Schedule of Classifications 15A NCAC 2B
.0315 (Neuse) or.0316 (Tar-Pamlico)]:
8. Which of the following permits/approvals will be required or have been received already for
this project?
Required: Received: Date received
X
Permit Type:
CAMA Major
CAMA Minor
401 Certification/404 Permit
On-site Wastewater Permit
X
Active Connection to Sanitary Sewer System
NPDES Permit (including stormwater)
Non-discharge Permit
Water Supply Watershed Variance
Others (specify)
Part 2: Proposed Activity
(Please include attachments if the room provided is insufficient.)
Description of proposed activity [Also, please attach a map of sufficient detail (such as a plat
map or site plan) to accurately delineate the boundaries of the land to be utilized in carrying
out the activity, the location and dimension of any disturbance in the riparian buffers
associated with the activity, and the extent of riparian buffers on the land. Include the area
2
of buffer impact in ft .:
Construction of a roadway to connect Hornadav Road and Chimney Rock Road.
Chimney Rock Road was recently closed at 1-40 due to the construction of the urban
loop (NC DOT TIP 02524 AC). Buffer Zone 1 impacts = 21,258 sf. Buffer Zone 2
impacts = 23,082 sf. Temporary buffer impacts due to the installation of temporary
sediment control devices will impact approximately 8,690 sf. These areas will be
returned to their existing condition once the site is stabilized and construction
completed.
"General" Variance Application Form, page 2 Version 1: May 2001
2. State reasons why this plan for the proposed activity cannot be practically accomplished,
reduced or reconfigured to better minimize or eliminate disturbance to the riparian buffers:
The roadway alignment has been adjusted to minimize impacts to the riparian buffer.
A retaining wall has been added to limit buffer impacts to the UT of Long Branch. Any
additional adjustments of the alignment to the north would impact a trucking company
which has underground storage tanks located on the property. A design exception
has been issued to lower the design speed and alignment radius to allow the road to
pass between the trucking company and a quarry pond to the west.
3. Description of any best management practices to be used to control impacts associated with
the proposed activity (i.e., control of runoff from impervious surfaces to provide diffuse flow,
re-planting vegetation or enhancement of existing vegetation, etc.
Silt fence, temporary sediment traps and other erosion control measures will be
implemented. Due to site restrictions and the relatively longitudinal nature of this
roadway widening proiect a variance will be required due to the inability to meet
diffused flow of storm waters in the buffer area. Standard BMPs will not function
properly at a storm drainage outfall pipe in the buffer of the UT to Long Branch. A
concrete/rip rap ditch will be constructed at the outfall of the storm drainage pipe.
The areas between the sidewalk and slopes stake limits will be replanted with
vegetation.
4. Please provide an explanation of the following:
(1) The practical difficulties or hardships that would result from the strict application of this
Rule.
As stated in #2, alignment shifts have been used. Extensive impacts to Wilson
Trucking Company and the relocation of a Duke Power Transmission line that has
been relocated as part of the urban loop project. This would increase the overall
construction and project costs. Also the lonqitudinal nature of this project and the
limited surrounding areas to provide BMPs that would properly function.
(2) How these difficulties or hardships result from conditions that are unique to the property
involved.
The roadway alignment is constrained by existing business property and quarry pond
which limits the horizontal adjustments.
(3) If economic hardship is the major consideration, then include a specific explanation of the
economic hardships and the proportion of the hardship to the entire value of the project.
Shiftina the alianment north of existina Hornadav Road and avoiding the buffers of
the quarry pond would take an existing trucking company. The disruption to the
business would require the entire trucking company property to be purchased for
riaht of wav. An increase in the bridae lenath would be also cause an increase in
construction costs to the project.
Part 3: Deed Restrictions
By your signature in Part 5 of this application, you certify that all structural stormwater best
management practices required by this variance shall be located in recorded stormwater
easements, that the easements will run with the land, that the easements cannot be changed
or deleted without concurrence from the State, and that the easements will be recorded prior
to the sale of any lot.
"General" Variance Application Form, page 3 Version 1: May 200
Part 4: Agent Authorization
If you wish to designate submittal authority to another individual or firm so that
they may provide information on your behalf, please complete this section:
Designated agent (individual or firm):
E. lJr?t?'t2-SiL+1T /??5wfi
gE' DJX6;AL,
Mailing address: AiiZf F)?YFi TE
City, State, Zip RA E??-
Telephone:.,. .._.(Ct f r
Fax:
Email r??-Rvi2S?"tl.
_
Part 5- Applicant's Certification
(Print or type name of
person listed in Part I, Item 2), certify that the information included on this permit application
form is correct, that the project will be constructed in conformance with the approved plans
and that the deed restr!?tioWin accordance with Part 5 of this form will be recorded with all
required permit corad
j
Signature
Date:
Title: ./'_._-L.? ..., ??.f d?E e_4- .,_ ... __.
Washington District Office
Division of Coastal Management
943 Washington Square Mall
Washington, NC 27889
phone: [phone]
Morehead City District Office
Division of Coastal Management
151-B Highway 24
Morehead City, NC 28557
phone: [phone]"
General' Variance Application Form, page 4 Version 1: May 20
ol0-o13%
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Sheet F2 For Index of Sheets See COWIRAGTSHEET
4 F r Conventional S mbols See Sheet F o Y OF
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I` D ~
I-40 ~ ~ ~ ~
. ~ I ~ ti.
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a , ti
o, ti 1fi 9 1546 MNEY RO R 0 ~ 1609
AD , a, ~ ~a 213
[ l ' ,
z' • [NG, AND DRAINAGE
~ - - - STREAM IMPACT TABLE
1552
' lfi ~ ~ I-40
' HORNADAY RO
LOCATION LENGTH OF IMPACT (FT )
- I 546 s1 0
( S2 0
~ i 41 fi , ~ ~ 2
~ / - S3 220
1 ~
' 1 1~ I S4a 0
~ 1560 4142 o /o~ ( - + S46 0
' ~ -L POC STA.15 95.32 I_ ~ L-
YI POT STA.10 00.00 ~ 1546 ~ o i TOTAL 220
~ . ~ ~ .o~ 1 4178 ~ fi5 ,
' ay 163
GIN CONSTRUCTION BE
1541 1541 o I ' 1672 WETLAND IMPACT TABLE
ST A.10 58.65 154 ~0 0 > I
' ~ 1558
0 168 LOCATION AREA OF
END CONS ID CONSTRUCTION IMPACT (AC)
. I3{2 STA 5 -A. l3{25.00 w1 0.005
~ , BUFFER IMPACT TABLE W2 0.026
W3 0.012
' HIM ' NEY ROC K RD.
LOCATION ZONE l BUFFER ZONE 2 BUFFER ZONE 3 BUFFER W4 0
S4a 9 ~ ' AREA (SF) AREA (SF) AREA (SF) w5 0
1 ~ ~ +
' PCSto.ll95.13 ,1 ~f95J3 Sl 2,422 3,320 14,168 TOTAL 0.043
i - , ~ , i S2 0 2,127 19,160
POTSta.lOt00.00 1 - In
I ~ I S3 14,848 9,551 19,560 OPEN WATER 1 MPACT TABLE
Sob I~ , ~ ~ ~
I + .93~ ~ IZ PCSta. 2 22 ~ S4a 30 77 4,574
Sob 125 285 2,512 LOCATION AREA OP
' ~ II _ i - IMPACT (AC)
Pl 3833 7,722 25,469 P1 0
LEGEND: p
TOTAL 2!,258 23,082 85,443 TOTAL 0
FEATURE LOCATION ~ '
ISaSTREAM,P=POND, ~
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!ZONE ! -FIRST 30') ~ ; STA.36+50.09 STA.42 75.09
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m DISTRIBUTED WITHOUT ~
THE D(PRESS WRITTEN ~1-------------------------- CITY OF GREENSBORO NOTTOSCALE
j PERMISSION OF THE STA.43+00.09 END CONSTRUCTION
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RELOCATE BY ~ JJ ~ ~ '~SFp s. ~I SLIP CURVE SUP CURVE
N ~E.,.' R 50 UTILITY COMPANY N ~I ~~r~ Q . MILL EXISTING PAVEMENT G5 AT ALL } ~ ~ Q 6 9~A AIR/VACUUM ~ a°pRpXlMgr / 5 RELEASE VALVE i1~lONq I III P! $ta I~3314 PI Sta 300.24
TIE LOCATIONS (TYPJ N ~ ~ ~ • Q
BEGIN CONSTRUCTION W FES 4 ~ • ~ ~ ~ c( ° Sta ~ Z I II D = l00° 33' 16.2" fRTJ D = 37° 46' 03.2" (RTJ
ll ll ~ TIE TO EXISTING PAVEMENT l r ~ ~ t~ PC 0+71.46 • r ~ ~ mI ~ I II D = U!° 47' 47.9" D = 26° 53'57.9"
STA.10+58.65 Q NI •~,1 5Lx41Nx12'THK.CLASS A ~~\.~_V A ~ CR o f-PDT 10+11.46 4\~ J~ lY Z I I , ~ ~ , ~ I II o5.0o T = 61.68' T = 72.86'
V ~ ~ RIPRAP W/ 5 SY FF. 3p~ z, ~ ~ BI ~ r~ ~ 9.25' L ~,°N~ \ f o Exlsr Riw L = 89.94'
~ ~ T PROPOSED TOE ~ ~ 1 I T
I OF SLOPE PROPOSED 2'-6' ~ , i`'~~--~~ . ~ G-o ~ o ~I ~ L -140.40'
REMOVE STONE WALLS I ~sTONE W L m CR ~ POC Sta./5~95.32 -L-= ~ \ a ~ ~ ~ ; ~ I tl R = 51.25 R = 213.00' 9 .
1 ~ 12Y TCE - - • F \ ' ~ n III m o ~ ~ O I II
POT Sto.9*98.00 YI R r ~ ~ ~ 0.00' ~ o CR ~ T S 35.00 ~ s c~ c I II
REMOVE PAVEMENT AND I POT Sta14~85.45 MMDR ,rte ~'s 9 I I CURB AND GUTTER ~ ~ ~ y ~ ~ o '~°'s ,I`: 45.00 RT f ~ I N o 55.00 ~ ~
I1 m / ~ ~ 4~ 2.00 CT ~ ~ III
1 ~ ~ ~ / c I ~ ~ ~ •°'s r~~ 'S III ` ~ PC 2 27.38
l ~ ~l o ~ r
a ~ ~ _ ~ ~ 0 m !u o ~
~1 N ~ ~ ~ o ~ i Dc /
- - 94 7031 958 8 rn t~ o ~ ~ / U ~ ~ gyp.
O ~ MARTIN MARIETTA MATERIALS, I ~ / ~ l~ o . o~ ~x
~ ~ D.B.4164, PAGE 1160 ~`k'~ ~ / c G ~ o 6 G~ ~ ~
~ ~ ~ I ~ ~ ~ ~ ~ BEG1N CONSTRUCTION / O BEG1N 8 CHA1N ~ > LEGEND:
~4 I ~ ~ uNK I ~ ~ uMrrs ITYP) ~ ~h LINK FENCE ,1'~
~ ~ 5 ~ ~ t~/' O ~`/j WALLS S1'a. l6' U / y' ~ ` TCE--F~~ N 3 uu(s Sta.16~65.U0. ~ 5
2 4! I TCE / OTHERS 2 R7 SRS 32' RT. rte ~l 7 V`, FEATURE LOCATION
~ o - ~ `~8' HIGH GALVANIZED--' GALVANIZED ~ S fS=STREAM,P=POND,
m ~ ~ ° ~ I~ CHAIN LINK FENCE ~ I I ~ 3 - l 0 / ~ ~ 5 / WITH PRNACY SLATS JK FENCE ~1 W=WETLAND) 'VACY SLATS
~ I / N 7 TCE I ~ / ~ ' ~
N II I ~ T o I~ / ' i mp ~ s
MARTIN MARIETTA DRNE I I~ / / p I / t
6 p II, / PI Sta II 26.9 I ~ t~
PI Sta l3 43.90 II ~ IDD` BUFFER ZONE
= q D = 71° 55' 21.4 fRT) m II s D 26' 42' 23.8 (LT) ~ II fZONE 3J
i n III i _ ~ W D = 32°44 25.6 I D - 28' 38 524 / I ~ s~ ~
I ~ _ ~=219.68' I o~ ~ ~ O~cn~~l~0 ~~~I~O
L 9322' ~ II ~ ° , I ~ ~ ~C~ II II " II ~ u u " u
_ T 126.96 4 I I cn z T I ~ - ,o ~ _ I I N ~c ~Cn~~ ' (31V1~~
= ooa R- 175.00' oo _ z o 0 o w, R 20 II ~ yrn~N• cn ~ O O ~cDNNtn
/ N, m II / I / V~ vJ II W
r I ~ (~,~~0 Q ~ O II I II ~ cn 4 w ~ 0 50'BUFFER ZONE
~C ~ Q b~ l ~ POWER LE RT Q Q fZONE ! -FIRST 30'1 (ZONE 2 -NEXT 20'J
I / ~ BE RE TED ~ 4 I II urrLm oMP ~ II I U
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I D. .41 , P E 60 III ~ I I
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a ROADWAY DESIGN /l/I~ aaxmis p ~ ~ 160' 0 7 t ' r r ~
~ 1pN MIST C ENGINEER ®B~ ~ 421 Fayetteville Street o - ~G~ ~(1UTY p~F IIIIII~ .~r/r
~ ~ Ro o~ qq~~ Suite 1303 , - ~ _ , Clty of,Gree kk~~o E?r~derground ~a0 ~F CARO i,~~ U~IburSmath RALEIGH N. C. 27601 1 HORIZONTAL 1 4 VERTICAL a~c~.
'a N I nrn~cu Ir~rre~a~tltaeal~curl ~cacts ~nJ ~ CE, a \ _ ~~~i~... ~ i../. .
COG Water esources Dept _373-2033 w Z = IONS TYPE CONTRACT CONTRACTOR AS-BUILT AUTH. DATE RNS <E M AUTH, DATE BENCH MARKS JOB NUMBER P-04160 CITY OF GREENSBORO F5
n m A~ GDDT Traffic ,Signal- 3673-2606 a COG GUilf`rd Co. Telecom _373-2084 n = W ~ 022609 ROADWAY MCAM BY.. ENGINEERING DIVISION
m o COG Water 5upply__ _ _ _ _ 73-5855
a,C Tanks/Treatment Plants Q9 SEWER C~j ~t % f GDOT Storm Water-._-A73 2569 i~~ MAID BY. HORNADAY ROAD %wr4o.
BEFORE YOU DIG. WATER CONTACT ONFrCaLL CENTER A CHECKED BY, ROADWAY PLAN
Q 2~1~ ~7h1~ ~p~~~ 51 ~~n? - 1-800-632-4949 SIDEWALK ~o XALE. STA.10+58.65 TO 17+00.00 of

COMRACTSHEET
OF
I
i i i i
i I i I
LEGEND:
I
' ~ FEATURE LOCATION (S=STREAM, P=POND,
W=WETLAND)
I I
I ~ w I I c~
E8 OdN OIaO ~N I z I
I Q I ~
~ 100' BUFFER ZONE
SUP CURVE ~ (ZONE 3) I ~ o
P1 Sta 3{0024 a I I ~ I I ~
D = 37° 46' 03.2" lRT)
94-7031-958-23 Op I
D = 26° 53' 57.9" ANDERSON MANAGEMENT _ ~ 94-7031-959-17 & DEVELOPMENT LLC ~
T - 72.86 ~ W 94-7031-958-22 CAROLINA TRACTOR & EQUIPMENT CO. N D.B.5407, PAGE 980 ~ ~ ~8-22 ; 94-7031-958-16 (TYP)
L = 140.40' D.B.2894, PAGE 844 ~ ~ Z ANDERSON MANAGEMENT IAGEMENT I WILSON TRUCKING CORPORATION 50' BUFFER ZONE
W o & DEVELOPMENT, LLC :NT, LLC ; D.B.2963, PAGE 710 !ZONE ! -FIRST 30'1
R = 2/3.00' ? V ~ D.B.5407 PAGE 980 ~ o ' GE 980 ; !ZONE 2 -NEXT 20')
? POWER POLE I III w z ~ )LE '
~ x TO BE RELOCATE I III ~ w BY UTILITY COMPANY :LOCATE ~ ~ X 'COMPANY '
I III Z
III V EXISTING ROW REPRESENTS EXISTING PAVEMENT R N T 'OW ~ ~ x
III III III RIM EL 885.74 AND CURB AND GUTTER TO BE REMOVED ~ I rHRGAT EL.es4.7o I'
I ~ III III III GRADE TO DRA1N AND SEED. h l i I P StoJ A8*4~~a`T X
I III INV. 884.07 ~ I INV. III V ~I I 1862.12 WETLAND I~~
I III N I INV. III f I I I 861.37 INV. III CURB INLET I III 81.p ~
I RIM EL. 885.92 III iii ~ ' ~ III THROAT EL 884.98 I I3 II = ~
III 15"RCP - I-, -W -r- - - -W-®~
-SUP- PT 3+67.78 LB= III - - - AT&T ~l ~ ~ ~ 12 I I III ~ N ~ INV. / ~ d'
-CRC- POT 13+58.89 ~ I \ P IN~~ II ~ \pq 880.50 874. 1 / ~ ~ - ~
3H0 ~ 1 3H0 / ~ 3H0 I _ N
3H0 ~ 1` ! - 00~ / / ~ 0 / ` CURB INLET _ _ _ ~ / RIM EL. 883.50 I 1 W Pl DMONT NATURAL GAS CO. ~ c
==FH - J_ ~-00~---- ~ 00~ % \~EH ~P ~lTHROATEL.882.50 ----------M-- -~--T ~o~~ - ~ 4 ~11o ASPHALT ~ ~1 c~ PROPOSED TOE
CHIMNEY ROCK COURT ~ ~ - - - - v~-- - - - _ _ _ I_ - - - - - ~ y eoNC. ~ OF SLOPE ~
S 1° 28' 27.0" W -CRC- INV. \ ASPHAL PAVEMEN 79 92 I X I
TIE CHIMNEY ROCK COURT ROADSIDE DITCH, DITCH TO NEW D1T'CH I
~ 18' N _ S DETAIL C. Z I
~ X SING DITCH F INVERT IN ~ ~ /W 0 F F I5 - ~1 a 2.07 - X O~ Q
---t -fTY`P,7- F _ C - _ rcE TcE F TCE TcE T~ ONE O _ f 71. F rcE-~._ • - - - T f ` ~ _ - _ _ _ TCE------~--T TCE _ -
i , i s~ .30.00 5'Lx41Nx12' P . R/W ` 3HO ~ ca ~H\ ~?EMOVE 24'P/PE. ~ - - l ~ + r,
~ ~s RIPRAP W/ P SED, ROW ~ Ly„ _ N
J' t~ia PROPOS~~~~r6' R/W t~ C & G 00.00 ~ ~ o INV.
w t3` .,,fi o o O o 0 0 878.80 RE cz 44.68 LT tc~ ~ o a o ~ k - - - " - REMOVE DI INV. • ~7 DROP INLET I8 869.59 ~ 1
L S l° 26 47.5 ~ +50.00 + / aL'~,<~ _ . 26' 41.5" W THROAT EL 673.74 Ln t 11,y~~WW
_ 40.00 ~ 30.00 RT ~ ~ . • ; ; = 42.00 LT i • ~ cI to
O v! y
_ ~ c C n ~ d O p
~-~-p~~ % , ~ ~ . ~i~~ LlLu4SE~ ~ ==vsE=-(~-- esE -~sF---tSE----asE--' fSE% --~P ='~~c%~_:-:~i.
• ~ ~ . _-.rs~ ~ ----rc~----TC~- r wrc~ rc~ n Tc~ r~ n rc~ rc~~~~`=- %
'9j~ ~ . / ~ _ % (n
TCE TCE-~-""-'TCE TCE--"-"'-TCE TCE TCE TCE -TCE
O /t~ HIGH VOLTAGE ~ 1~ o TRANSMISSION TCf ~ T
Q • ~ S TOWER ~ ' t~ ~ ' NIG G _V 1.
. / TCE G N o I1 T~~-TCE CH U F E
. t~ PROPOSED 2'-6' C & G rc>: S . W W HP S S
l~ n~ ~ a o ti 1DE DITCH,
~ ~ ~ >a o t EE NL B.
• ~ nl , ~ roe 2ILx11'W I8'THK.CLASS B C Hl VOLTA LINE A
+ RIPRAP r / 36 SY FF. k PROPOSED TOE O ~ ON ~ APP IN THIS AREA DU !
T N p U F OF SLOPE ~ r G(,~, ONSTR TION NITIES. 1 POND
is O ~
p ~ ~ p r ~0 ~0
Pl Sta 1725.55 ~ ~ 94-7031 958-8 r F~~ P! Sta 31+19.28
D = 89° l4' 41.2" (RT) `l MARTIN MARIETTA ATERIALS, INC. D = !13°!6' 36.9" (LT)
~0
D = !1° 15' 00.0" D.B.4164, PAGE 1160 D = !504' 40.2"
r L = 79329' L = 751.28'
T = 502.63' T =571.14'
.30' r R = 509 j R = 380.00'
r SE = 06 SE = 04
TCE_ RUNOUT =150' t~---~ RUNOUT = !00'
DESIGN SPEED = 40 MPH STORM DRAINAGE TABLE DESIGN SPEED = 35 MPH
STRUCTURE ND STATION OFFSET TD STRUCTURE STRUCTURE COG STD.NO TOP/ GUTTER EL. INVERT IN INVERT OUT PIPE LENGTH REMARKS
7 L /900.00 20,50 RT !0 !0 CI-403 894.63 B89.00 885.00 159`
9 L 20.50.00 39.00 LT !0 !0 - - 884.10 883.50 62' CROSS DRAIN W/ HWS
10 L 2070.00 20.50 RT II II CI-403 887.90 883.00 882.80 64'
1! L 2070.00 8629 RT - - OP-422 - - - -
!6 MH-400 881.00 878.80 EX. 871.05 I08' MH OVER EXIST.P/PE
I5 L 21+91.00 37.00 LT !6 l8 YI-424 873.75 870.75 870.35 20' REPLACE EX/ST.INLET
f6 L 22+98.00 41.50 LT /8
~ l7 L 23+01.06 20.50 RT /8 l8 Cf-403 877.8! 873.89 873.39 4/'
1y 18 L 23+01.06 2050 20 V r 20 L 25+71.83 20 0 LT 22 20 CI-402 gT/,81 869J8 863.89 269'
22 CI-403 867.88 863.72 861.55 5T
c SENSITIVE INFORMATION
NOTDISTRIEBI'TED VIAiFK)l!f
0 m THE E>WRITIBd
y P~tW~SION OF THE
N V G 0 CRY OF GREENSBORO
C
v ROADWAY DESIGN n~ exclx~s B ~ ~ a r ~ MUST aANN°~ ~ r it is
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_ M Locates Ira# c~#tc~•~eau®sts n~ n rn"_ C'^ ~ R~ ..1>wr r r r,. ~ i _ ~
COG Water hesources Dept _373-2033 ¢ U135 Z M REVSIONS TVPE CONTRACT CONTRACTOR AS--BUILT AUTH. DATE UTH, DATE BENCH MARKS JC6 NUMBER P-04160 CITY OF GREENSBORO F6
5 GDOT Traftic Signal- _373-2606 Z n EAL c h COG/Guilfgrd Co. Telecom _373-2084 7 = ROADWAY DEIGNED P. ENGINEERING DIVISION
m °o COG Water Supply_ 73-5855 022609
Tanks/Treatmentplants SEWER ~iF GI Nt~;.` V Q GDOT Storm water-.--_373-2569 BEFORE YOU DIG! ~i'p q~n~„` P4 omm BY, HORNADAY ROAD SHEET NO.
z , z WATER CHECKED BY, ROADWAY PLAN
u_-mom _ CONTACT ONE-CALL CENTER A Q Ill 1S 0 1-800-632x4949 lump S®EWALK STA. 17+00.00 TO 26+00.00 OF

I WI\IN1VI ~CCI
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94-7031-958-16 94-7031-958-16 t
WILSON TRUCKING CORPORATION WILSON TRUCKING CORPORATION ~
D.B.2963, PAGE 710 D.B.2963, PAGE 710 ~ ~
+ Q 6 S
6 to 1+9 8 STRUCTURE NO STATION OFFSET TO STRUCTURE NO COG : ~ PIS 31.2 COG STD.NO TOP/ GUTTER EL.. INVERT IN INVERT OUT PIPE LENGTH REMARKS
S S ~ ~ © = 113° 16 36.9" (LT) D . 5 LT 22
* ~ w~LL 21 L 26.38.30 402 - - 862.25 862.00 !8' HEADWALL
- ' P 4 D = !5 04'40.2" 22 L 26.38.30 20.50 LT 23 CI-4~ ( 0 ~2I WEL CI-403-S 867.29 860.55 855.00 148' CURB INLET ON SUMP 200 yV
'E L = 751.28' 23 L 27;42.00 77.00 RT - OP .5 0 OP-422 - - - -
Q' 0 ~ a T = ~f,f4' 24 L 27.03J7 20.50 LT 22 Cl- i 0.~ C1-403 867,70 864.75 864.25 56' ij
i - 25 L 29+43.60 85.00 LT - OP cl R - 380.Oa * I ~ INVERT 1N =86225 S = 04 26 L 2915.00 20.50 LT 25 CI- OP-422 - - - - W
~ E CI-403 ~ i 873J2 866.00 857.0 70' 1
'O m - 27A L 29{10.00 85 LT,102.38 RT 27 OP ~0 9 RuNOUT - Ioa OP-422 - 855.00 847.55 188' CROSS DRAIN C
' ~ 28 L 3020.00 20.50 LT 26 CI- DESIGN SPEED 35 MPH CI-403 876.08 870.00 8~•~ 93' ~
`i 29 L 31{50.00 20.50 LT 28 CI- m ~ a CI-402 879.74 873.50 871.00 117' ~ i
m 29A L 3I~65.00 20.50 RT 29 CI- C1-402 880.17 875.50 874.00 44' ~ _
Im 30 L 3362.73 20.50 RT 29A Cl- C1-403 886.54 882.00 876.00 199' AsRHA~r `z ~ ~
TIE TD * 55 LIFT STA.14f40.00 - - OP m 1~, ~ EXISTING FENCE OP-422 - - 40'
t 1 ~1 i N 0 ~ = 0" FS
RESET FENCE • N PI Sta 34* PI Sta 34+85.05 TIE TO EXISTING ~ „ ° ~ g
1~ D =17° 15' 00.8" lLT1 APPROACH SLAB ~ 0 ~ `o I
m W ~ D -1715 I HIGH GALVANIZED u STA.36*26.07 ~ ~
i~ CHAIN UNK FENCE D =15° 04 ,r ROADSIDE DITCH, ~ .~s TIE TO ROADSIDE DITCH, ° 114.41' D =15° 04 40.2 i RETAINING WALL ~ i m
SEE DETAIL B ON ~ L 1 m ~ ; ~ EXISTING FENC SEE DETAIL D.l/ - L =1!4.41 END EARTHWORK BY OTHERS t
SHEET F6. ~ ~ ~ x x T -57.64 T =57.64 STA.35+00.00
' o ~ ~-1 ' o ~ ? ~IIa x R = 380.0( R = 380.00' ~ W~~~--TAE T~ T W~~ T O M. _
~ Z ~~T~ ro - m III SE - 04 1 0~` ? T r~ ~ x x SE = O4 _ _ _ _ _ _ EOP = _ - - ---„r --PSE PsF ~-'----~~'1_ =E-F~ DUKE POWER - - - - - - - - _ _ O --------OHE ~ =YA~blt3~~' x x ~
35'Lrll'Wx36 HK CLASS 4 ~ ~ ~ II MITERED END RUNOUT = EC ION ~ - i/ YARHINLET ------------iS~P-"---- ~ N RUNOUT -100' RESET FEN ` x~"' ~'~R~P _ i i ~ ~
RIPRAP W/ 4 FF. ? / ~ INV. es~.D~ ~F f~. X DESIGN S, DESIGN SPEED = 35 MPH I x ~ i o01~
F o ~ INV RT 55 TYPE III _ LL
~ ~ CITY LIMITS UNE W I PROPOSED ROK; - .
o- O O e ROADSIDE DITCH, N POND w O . POT Sto. POT St~.33*44.48 -L- = GRau s5o ~ , . _ - • • - • • i ~ I1 ~ W
8 ~ ? ~ SEE DETAIL F. ~ ~ i w PoT sto. POT Sta.10+00.00 UFT STA. ~ , . - ~ ' o I ~ : ~<R~p ~ _
~ `
• H ? ` PROPOSED 2'-6'C ~ ~ lDGE CONSTRUCTION Z ~ ~ ~ o o S OTHERS
F C S ~ k o i i
~ 17SYF. ~ 0
• cE
26 ~ PROPOSED TOE ~ 1 ~ OF SLOPE T sck / • ~I~~ ~ ~ ~ o . - Pub D ~ • ° TYPE III i V
WETLA D AREA PROPO E -6' z ~ ,
8' HIGH GALVANIZE & ~~r ` , , , , ~ ~opo • • ~P~aPpSE ~ 6 O . ~ • , i' GfiAU 350 / END PAVEM T ~ Q KE POWER
CHAIN UNK FENCE T • ~ I CURB AND G 4
WITH PRNACY SLATS ~ , , o so c~ E~~' • ~.r AND SIDEW S ~ i O SAO ~ mss--== 'tl TCE
c~N: • • TCE T ~ / BRIDGE
~ R~PpSE~ • ~ ~ t~/- -L--TCE / / ~ / / STA.36*5IJ6
V ` o ~ O N 'DRNEWAY ~ / / ~ / EARTH WORK ~ \ ~ .vse- ~ -
PROPOSED ~ . J C/ 29 ° COG Std 416 t~ / • / LIMITS UNDER `~A __esE`-~ T~ ~ / UT BRIDGE CONTRACT. ,`~~---~~TC': I
TOE OF SLOPE ~ P NV o .5 a ~ 5 ~ _ I -0 / ~ COORDINATE WITH `F~----~
0 ~ o ~ ~ ~ PR,/ 0 ~ C1 / BRIDGE CONTRACTOR = i
FES 1~ ~ . . j* TCE TCE TCE T p J * R / I o / / / N GUARDRAIL 1N THIS !
29A r~ x ~ • I * ~ ~ ~ I / / / CONTRACT,000RDINATE iii I ~ .Q / ~ W1TH BRIDGE CONTRACTOR =
~E- X .R 25'Lxll'Wx36'TNK.CLAS 2 `~-x'=•._ _ _ END CHAIN L1NK RIPRAP W/ 44 SY FF. TcE~-~ Sf0.33+ , F~~ P~F ~ I ~ / Z Jl-~ \ n / J i
TCE T~ ~ T ~ -T~ PROPOSED 2~10'G POSED 2~10'GATE ` / _ / ~ ~
1' DIA. VALVE T~ n n tCE~~/ LEGEND! ®IN GROUND `'r ~-TCE T~
PCSta. IO*60.62 'a. IO*60.62 l ti m / / i ~1 / / ~ ~
TlIRE OCATION 94-7031-95 2 FEA T m ~ / / QOPO / / = 6
=STREAM P=POND MARTIN MARIETTA MAT ALS, INC. ,
=WETLAN) D.6.4164, PAGE 11 W r~ STANDARD V OITI w / i
STANDARD V DITCH U1 ~ / i m SEE TYPICAL AND I "'i / ` / ~ ~ ~
~ a CROSS SEG7I0 S~ ~ ~ N CROSS SECTIONS. m D / ` ~ / ADJUST OHE L1NE ~ ~ °oo
FALSE SUMP ~ - r ~ (Not to Scale) Ir I o / BY UT1LfTY COMPANY
~ o I / I / CONDITIONAL USE ACCESS i i I / I w / EASEMENT 94-7031-958-16 ~ ,
IOa BU FER ZONE 12' RCP m I ~ I ~ / PER D.B. 6147, Rc. va WILSON TRUCKING CORPORATION ~ ~i N
2.0 !ZONE 3) 2o:I I I D.B.2963, PAGE 710 i ~ N
~o I W I / ~ N II
PTSto. PTSta.12+02.00 ~ to. I2*04.86 ~ -
s- i I I / ~ /I = `,i
~ / I ~ ii, N
S =Ditch Sloe ~ Proposed Ditch P
I I~ i `,'i a~ ~ //m II ~ r I~ ~ ~ i
5a BUFFER ZONE
(ZONE I -FIRST 3a) UFT STATION 1 ~ \ ~ N ~
!ZONE 2 -NEXT 2a) zZ P! Sto /1+32.05 PI Sto 13144.86 7' CHAIN LINK FENCE ~ 44.86 / / ~ I \r ~
D = 20° 15' 03.2 (RTl D = 90° Oa 00.0" (LT) Y 00.0" (LT) J ~ ~ m C J ~ ~ ~
ti ^ti I
D =14° 19' 26.2" D =40'55`32.0°- - J )`-32.0" \ ~ ~ \ ~ o x = F
L =141.38' L =219.91' \ \ ~ ~a 4 f t o°° T AAT UR a
T = 71.43' T =140.Oa ~ ~ \ ~ \ R ~
~ c = Q ~ f Y ~ % ~ \ ~ \ ~ ~ FALSE SUMP e
WETLAND R = 400.Oa R = I40.Oa - i \ ~ OC FOC F C ! Foc F ~ ~ ~ 3 mm VV~
FOC FOC
r~ ~ ~ ~ EXISTING ~ J gyp` ~ ~1NV.•a~o.~
~ - LONG BRANCH
~ ~ " LIFT STATION 18" s I
. N 88° 2 E ~
T------ i I - T~ ~ ~ -----5 S I y I
SE~SmVE INFOIBuIAIION
NOTTO BE COP®OR I = 50J5 s, - m
a 1~ 6.096 ANITARY S ER EASEM~EN~ Try 300mm VC / os
~ SANITARY SEWER LINE RUNS TNI m GIY OF GREENSBORO SS ss- IY SEWER LINE RUNS THROUGH THIS AREA SS i ss GRADE V DITC 0 DAY LIGHT ss ~ ~
r y - - - - - - -1N--15:.INST.9LL.15` Xl~'ItIKK• - - - - - - ES 100 CLASS B RIPRAP W !5 SYFF. ~
m U C fp INV f 1
- C OS
ROADWAY DESIGN ~ erERs a t~S 0 2~ ~ ar i~ its o z r ' ( B' lY 16'
_ _ ,~~pN T E ENGINEER ~ 421 Fayetteville Street o ELI rr
~ pA0 °9 `~p'tuumur~r~i Sulte 1303 , - ~ _ , ~ Clty of _ rreensi~~o cground J~0 TF CqR q~ WlburSmeth 1 -40 HORIZONTAL 1 -4 VERDCAL ~Cl~
ti ~ ~ in~.,,nt~n . ra~•n pasts ~ ~ ~ . <6~N,~~„• ~h, RALEIGH, N. C. 27601
J COG Water !tesources Dept -373-2033 ¢ W Z M ~ O~ TYPE CONTRACT CONTRACTOR AS$UILT ALRH, DATE AUK DATE BENCH MARKS JOB NUMBER P-04160 CITY OF GREENSBORO F7
a GDOT Traffic Signal- -373-2606 Z n AL N COG/Guilford Co. Telecom -373-2084 - ROADWAY DESIGNED BY.. ENGINEERING DIVISION
m $ COG Wa r Supply r_ - - - _ 373-5855 022609
~C Tanks/Treatment plants % SEWER < ~,F GI Nt v~• GOOT Stors Water. --__373_2569 BEFORE YOU DIG! ~iz'P WATER BY HORNADAY ROAD ENO.
CONTACTONE-CALL CENTER q CHECKED BY. ROADWAY PLAN
h 0 fill nnm? ? NALK SIDEWALK 1-800-632-4949 SCALE, STA. 26+00.00 TO 38+00.00 OF

CONTRACT SHEET
OF
NS URBAN LOOP
GREE BORO
U 2524AC
BY OTHERS
I I I , / I
I I I f l C.~ I I I \ I I , y~ r I I
- - I I ! ~ I I I II I I I I I v Cb 1 I\ _ I ~ I I II I I i I\ ! F , I i\ - ~
1 I I I I I I I I , 'P II t \ i I I I I I I I I ~ 9p I, , \
I I I i I I I I \ .-71 , ~ \ ~
I li I I I I I I I I '.~q ~ ~ I I II I I I I I ~ I \ T. s~ ~ -
1 I II I I I I I I I ~ ~ I I II I I I I I I , I I ~
I I i II I I I I \ , . I \
1 ` 1 I M I I i I I I - I I I I I \ I , ~t \ I
I I I I I ( I I I U~ -1! I I 1 I I I ~ I I I I I I I I I III IQ~ , \ r I
I 1 I I I I I I I I III I , / , I \
I ' i I I I I I I I I I II tUi I I I 1 I I I ,III , I ~ ~ / ~ ~R ~ \
I I I I I I I I I I III I I I / \ I I I d I I I I I I I I I , ~ I
I 1 i t I I I I I III! 1 1 I ' \ I \ I ! I II I I I I I I III i i I , r I \
I I I II I I I I I I I I I ~ I ~ / r ~ \ / x x~` \x\\ ~
I I I I I ( i I I I III I I/ i I I I I I I I I I I i l l l I I i' ~ THE-NC 7~IGH-V8LTA6€-L1N~ ACT
I~ I I I I III I I/ ~ ~Y 1 I I I I I I I I I ~ I I I , Ir / ' r WILL APPLY IN TH1S AREA DURING ALL - - - - - - _ _ _ _ I II I I I I I r
\ ~ I I I I I I I 1ii1 I r CONSTRUCTION ACTNITIES. I I I I I I I I I III ~ i r ~ \ D AC I 1 I I' i I ~ , I II I I ~ I , I I ACL 1-28-951-58 ITEM N - - - - - - - - -R€-PRE~TS EXlST1N_G PAVEMENT
I 1 I I I I I II I I I , II I I I T R /2,, ~,2,, GUILFORD MILLS, INC. AND CURB AND GUTTER TO ~E`REMOVf6- - - - _ _ _ _ _ _ _
i i I II I I I , I I I I I I I I I I I 1 1 I I Ill ll ` D.B.4044, PAGE 307 GRADE TO DRAIN AND SEED. - -
i I I I I I 1 I I I I it I I I I I I, ~ ~ ~ ELECTRICAL I I I II i I I I I III I r7 ~ i 1 1 ? ` ? 1 I I I I 11 I I l l ~ ~ _ TRANSMISSION ~
I I I I I I BL-9l I I I I I ~ ~ ~ ~ LINE TOWER _ 68' DUKE POWER TRANSMISSION SINE
I i I l l I I I I + _ ~ I ( I ~ I ur I , , I 1 PAVEMENT ~ , III I I I HORArAD Y TA.39* ' I ~ 7 ~ ~ I : C AND GUTTER ____EASEMEN7 PER D.B. 6345, PAGE 2061 EXISTlN FORCE MAIN -
C7 I I I I I I , I I I ` _ PROPOSED BE ~ I 120.48 L I a I r - r BEG EARTHWORK - ~ ,f,1 _ _ iI
I I I I I i I I .III I I I I J , I ~ AN ~DE~AtI~J f~T - - - - - - - - - - TOE OF S1APE S~ I , III I I I 11728,064.58, , I I t , ll p - - - - - _ _ _ _ _ STA.44; .00 OVERHE D TRANSMISSION LINES 49'6245
I I I I I , , D l ~iE - - I I 4.~/ I a~ i -I - - _ _ _ T~-~T~ - ~~ToHE 37.64 T
I ' ~ ~ I I r I I~-- ' I A.42+63J6 N I I ~ I I I I I I I I I I I I I I m -r~ END 2~-6'
2" ~ - I I I I I I I( i I I' ' r EXISTING Ew --------'r ce I ~ I I i W I I I I I I t I I / / r rce rcc rc~ ~ F~.__ cE TCE INV. ~asE~.~T'~ifi-._.,~\ - - - - I - - C & ~ Q ~ F~.__ T~ ,r I - - _ _ 847.50 O ~ -81.03 ----~;~E`~CE~- OHE-~ r' O
i / '1 I i I I I I I T FU I I W ~ 20" FS I I I I III I ~ _ 2'
1 - 1 1 I I I I 1 FS I I 1 1 I I I I ~ ~ - - FOC ~ 1 _ _ _ EXISTING RaW'~°°- ~ T~---- ~ IN - ~ TCE ~ T T FOC ~ UCV 04 ~
I i ~ I I I I I I I I I- I I PROPOSED 2'-6' C& G w I / i I I I I I I I I I ( i T(AAT R) / i ® I _ - I / 1 I I I I I _ I ~ / 20" FS l~ `i i- -.-asc.-r-- _ - - ~ - v J ',4,. PSE-- . ~<p ~ x . 1 I'
1 I/ 1 I l I I I I I I III I I r l/ / ~ ~ TEL ~ ~ \ - -:G
. . 1 i i i i I i I I I 1 1 ~ I T(AAT R) I/ ~ J - ir' Fs I _n - 1/ i I I I i I 1- III , I / ~ I I 1 III 20" S O E - REM. '~-v--v 15" ~l~ _ _ _ 20" FS v--v--v- v--
I//I i II I I f III , I ~ I r Q I 33 L. / 1 ~ I I I I I , ¦I¦ O ~ ~ - - - - - - ~ -..--°--v--v--v--~- GAS
, , I I I I I I I N II l i t ' - _ - I I N C / ONEI o I I ? 11 I I I i I 3( BUFFE L 12" RIM 881.09 °
I i i ( I I II 1 1 , I# ~ I Co I !00 II i I~ ~ Foc - --INV. a~s.oa ~ ~
0 ; I I II I I ~ I ®®¦pmn~¦¦IP~1I I II I it I 1 I I I ~ 1 II I I ® III I I _I 1, , I I I 1 34 I I 1 II I ¦ ~ I I II I I r
0 1 ¦'I¦ I I I ill , i t I ~ l ~ I I N Q I 1¦ I I I I I I I I I\ ~ I I O I 1 T ~ I i I I FnI i I 2
} el ® I M I I I I I ~ «J (E I ~ l I ! i is C ~1n ? o I)~ 85112 PROPO 2'-6' _ _ _ _ _ _ - - - - - - - -a--~ _ _ ~ . ~ ' ~ I~ . ~ TCE TCE TCE- TCE TCE ~TCE!'-T ~ V)
w ~ 1 I I i I ~ I I' l _ I ' 1 I RIDGE CON ~TIO I I I <.,,:;,:y GRAU o IY} 1, ? I I I I II I I I 11 l , ,.a:,'~ I
I I I L_ t I I I I I I I I BY OTHER I I I I I I , . I ¦ ¦ STO DRAIN IN I i ~ I III I II I I , I TYPE I 5 ~ ~ r `
I I I I I I I I I I I ¦ UFFE TH1S RACT i I I II I l i I i r r¦ I I ZONE PROPOSED
t~lyJ ? , ' , I I I ¦I¦ r 1 r I i i DG CO RA OR I v' I I I I I i i - `T" 1 I SSE Q~CHBpETA°L FCH ~ TOE OF SLOPE ~ ~ 01-28-9 1-58 ITEM S
1 I I I ~j r I II III I ~ r r ~ , I ~1 tn I I I I I 1 , I ¦¦¦~I¦ I I I I 1 1 / l R~ TCE TCE TCE ~ T~-~CF'D MILLS, INC.
W v/ I i I II III I r r I I PROPO ¦ ¦ ~ I I I I I y SED ROW D.B.4044, PAGE 307
_ Z I I I I j ~ II j 1 1 I I r r i l I i I y i ! RETAINING WALL ~ 1 I , I II I I I I r / I I BY OTHERS
` I ~ I I i , , 1 , W I 1 I f I I I I IN .8 81 I I ! /l I I EAR EARTH WORK o ~ 19' RIP RAP ED 8 BASE DITCH
~ ? I i I I 1 , I i i I I r! I I ~ I 1 I I f I INV. 842.53 I II I I I I f ~ / / / l I I . - - - _ - ~ _ LIMI I I I I U / I UMITS UNDER SEE D((CH AIL G PROPOSED ROW
I i I I i I I 54,.RCP PIPE I~ -II I I = _ ~ 1 - - I ~ ~ - ' ~ BRIL BRIDGE CONTRACT. 26 T0~ OF LASS 2
L I 1 I I I I I I' I il' II c n '__i 0001 Imo'- I 1 I 1 I I I PE I ~ r I I \ COORDINATE WITH / _ ^ ~ - - ~ - ~ BRIDGE CONTRACTOR '
i i 1 1 I I I I PI I I I / 1 / , Q BRIL Q 1 I I I I I / l 1, .F,~ ! I I ' I I I I I I \ / ~ r' " o~,
1 ? I I I I I I I I ~ _ r / / _ , GUARDRAIL IN TH1S ~ I I I , I I I 54 RSPCT F FdILLEN~OFF I I I I ~ _ E - - _ - ~ / / R DINATE UI ~ - - _ INV. 859.93 ~ ~o
1 I I I I NVD 841 111 I l r CONTRACT.CO R ~ I , I I 1 I ~ , I I I 1 1 rr , i W1TH BRIDGE CONTRACTOR ~ - / PI ~ NV. 59.96 z
I I Mr I I I i III I Ir ri - i , I I I I I I 1 I I 1,9 r ,r , 00 O
i I I I I I I 1 1 III rY 1~ , ~ ~ , rr (1.1
I i I ( I I I--~ I I ' I ~ ' \ ~ O5y ' ~ II 1 I I I I I l i ~~I,r ,r
I I I 1 I I / I ,y1 , I, ,'g . S ~C ~n u1(~ INV. 860.01 CATCH BASIN RIM EL. 865.76
I I I I ' ~ I / ~ r I ~ ~ I I ' e S 2~Omm m I 1 N I I I ,i ~ r II ,r r m 1 I I I / 1 ~ ~,f (r I I I I , . /
U ~ I i ~ I I / / ~``-fir /fir I,r I I~ III ,r r' ~ > I ~ I I I , r III, I r ~
I 1 I I I i i/ l r I ~i I I I I I r SS i , I I I I I / ,i ~ r I I I r ~
I 1 I i I ~ , rl r ~ I I II 1
I I I I 1 / I / k I I I III O ~ I I i 1 I / I / I ~ I I I N CM 0659-0-0001 0 0 094 094
1 1 ; I 1 i / r' , I I i~ s I CM 0659-0-0001 0 0 092 CHARLESTOWNE SQUARE ~UARE
I , , ~ i , I / I I I , III ( CHARLESTOWNE S UAR IN . I I I I I/ 1 1 I I I I Q MINIUM ASSOCIATION, C IN, INC.
I I ' / I I I I I I I m CONDOMINIUM ASS ,INC. D.B.53 , 1 ' I 1 1/ l i . I 1? I I I V i/, I I I I I III U 9, PAGE 765 LEGEND:
~ ' ? ' BBL-90 ; t III
I . I , . , ~ , , ~ I / t III / INV. 867.16 FEATURE LOCATION
I ' ' ' I ' ~ ' ' HORNADAY A. 32I~1 i i I I / r / V i 1`1 II CM 0659-0-00010 0 100 (S=STREAM,P=POND,
I ? I I , , ? 227.45' RT 11 1 I I I 1 1 I I ~ I 1 1 I I / I CHARLESTOWNE SQUARE cATCH BASIN W=WETLAND)
I , 1 28,077.22 , , I I 1 ' I I ' l' ' 41 26.84 I I I I I ' - - UTILITY D OUT INFORMATION II i, , ~ 1 rV I I I U` CONDOMINIUM ASSOCIATION, INC. RIM EL. s74.1o
1 11 i 1 1 1 I I I I I I 11 1 . 1 1 1 0 1 N
1 ~ I ~ ~ ' ~ I I I I I In I I STRUCTUR NO POINT NO UTILITI' STATION OFFSET ELEVATION STRUCTURE N I ,i , J/I I III I I I STRUCTURE NO POINT NO UTILITY STATION OFFSET ELEVATION
I I ~I i I I I ~ I ~ d I ,if i I I IJ I I I II , .I 38-39 1906 GASLN 47 32.94 15.3/ LT 876.488 1926 FIBER 48.55.78 /9.51 LT 882137
I ll ~ i I I I V I I I I I I I r' % 1 I I I I I - ~ 879J21 1927 FIBER 4818.51 16.35 LT 883)21 100' BUFFER ZONE
I I I ~ ~ ~ i / i I I I i Q ~ I I 38 39 1907 GND 47 33J3 15.83 LT 1928 FIBER 48{67)0 15.88 LT 883.827 (ZONE 3J
CO I I I = x, % ? / I I I ~ I I 1920 FIBER GO 4703.89 24.94 LT 877.265 I I I r r' i/ I 1 I I I I ~ I U 1 I ? ' ' / / I I I I I I 1921 FIBER 47*03.89 24.90 LT 877.325
I l i r . r ~ I _ I ' / ~ 1 i CM 0659-0-0 b10i0 091 ill
I x / / 0
I ' ~ / I 1 I PIERCE HOMES OF dAR TINA IN~~{t I I -39 /923 FIBER AT T 4727.98 2427 LT 873.330 I 1 del 4 ,I / rl
, I / / I I ' _ _ _ _ D_B.3293 PA.~~. I _ _ _ -I-`~ I 38-39 1924 FIBER 474422 2198 LT 879.683 r I, , 1 =1=----_-_-- -1~ - - ' r 1- I I CO I ~ 1925 FIBER 4807.74 22.64 LT 881298
r r' I ' / I 1 ' ~
~ I CITY LIMITS UN I I c ' i~ , I / I / i c.~ l I ~ I I III c lr) U 50'BUFFER ZONE
1 / I I I I I I I i ~Ij a ' r 1 I I'~ 1 11 III O y I (ZONE ! -FIRST 30'J
~ I / / I I I 1 II III ( ) r' I 1 I I I 1 (ZONE 2 -NEXT 20'J
I / ~ i I I I I I 'Il I i I
c WETLAND
a 0
m a~ Cmro~c~REENSaoRO
s ro m
U C ,ro
C
ROADWAY DESIGN 4' E' i7 16'
ti 10~ BUST C ENGINEER E~ 421 Fayetteville Street ° ~ ~ 1~ o r r i; ~ _ ~1LI TY OtiF u1 ~I a ~Q ~ pAo 49 ~~~Illu lu,,~~~ Suite 1303 , _ ,
City of GFeensboro Underground J~aO rF `~~~q CAR WilburSmlth RALEIGH N. C. 27601 1 HOR~ONfAL 1 -4 VERTICAL 1CAI.
~ Loca . s I r uests o o c' . D! " „ o e , a g ,
ra M rR Z ' COG Water resources Dept _373-2033 a o m ~ TYPE CONTRACT CONTRACTOR AS-BUILT AUTH, DATE WTH, DATE BENCH MARKS JOB NUMBER P-04160 CITY OF GREENSBORO
$ GDOT Traffic Signal____~73-2606 Ca n y COG/Guilfge-d Co. Telecom _373-2084 y - = ROADWAY DWNEU BY., ENGINEERING DIVISION
m o COG Water Supply__ _ _ - _ 373-5855 022609 WAS BY, HORNADAY ROAD 94MI40,
m Tanks' rat gent Plants SEWER •,F c! r 5i GDOT St, rm water 73-2569
w. BEFORE YOUDIG! WATER CONTACT ON -CAU CETTrER A ROADWAY PLAN
/it 111~~~ a 1-800-632-4949 ilm SIDEWALK sc~E: STA. 38+00.00 TO 50+00.00 OF

t:OMRACT SHEET
Of
I ?o. I
I JNi I zw
I ° ' I
a ; STORM DRAINAGE TABLE I ~ I rAeLE
I N I
I Q ~ ; I STRUCTURE NO STATION ~ STATION OFFSET TO STRUCTURE NO COG STD.NO TOP/ GUTTER EL INVERT 1N INVERT OUT PIPE LENGTH EMARKS
I ~m~ I I ~ o I I 40 L 50161.08 L 5061.08 32.50 LT 41 C1-402 877.83 877.30 53'
~ ' 4l L 50161.08 L 5061.08 20.50 RT 39 C1-402 884.36 876.79 875.00 315'
I o w; I a ' 42 L 52150.00 I w~; I L 5250.00 47.00 LT 43 Y1-424 88 0 882.00 881.87 !3'
I Y w I 43 L 52150.00 L 52150.00 33.63 LT 44 CI-403 88 879.58 879J5 53'
° w I 44 L 5215D.00 L 5250.00 20.50 RT 41 CI-403 886.50 879.08 877.33 183`
I ~ Q'J I 45 L 55152.58 L 55{52.58 36.89 LT EXIST.MH Y1-424 8 6.50 883.00 882.5 !7'
~wlo I ; ~ I 46 L 56140,00 L 5640.00 20.50 LT 47 CI-403 889.27 885.50 885.25 41`
o~, I ; ~ I i L 5640.00 20.50 RT 48 C1-403 g 7 88525 885 24'
~m PI Sta 49 1. 'z 47 L 56 40.00 I 0 I 48 L 56140.00 L 5640.00 46J8 RT - OP-422 _ - - -
k zz D ° 13°49~43.3n (LTJ~~ I 49 L 57150.00 L 5750.00 32J6 LT 50 Y1-424 891.06 887.50 886.6 77'
POWER POLE TO BE RELOCATE D = r 1 ~ 9~n i o BY UTILl~' COMPANY ACL 1-28-931-58 I 50 L 57150.00 L 5750.00 45.61 RT - OP-422 - - -
L 59;60.00 37.41 RT - OP-422 - - - -
\ ~ GUILFORD MILLS INC. L =11826 ~ .w I 5l L 59160.00 ll _ ~ ;o D.B.4044, PAGE 307 T - 594.21 ~ I 52 L 59170.00 L 5970.00 20.50 LT 51 C1-403 g p 892.80 892.56 59~
I! - ~ I I i L 6013020 30.52 LT 52 EXIST-MN 898.!0 895.22 893.5 5T
R - 490.00 53 L 60 3020 1 k _ I ~ I
II THE NC HIGH VOLTAGE LINE SAFTY ACT SE - NC '
k AR A DURING AN I = ; I _ i WILL APPLY IN THIS E DESIGN SPEED .35 MPH PI Sta 57*73.25 5047 NSTRUCTION ACTNITIES. I '
a7~s cr - - - - D - 5 25 20.5 (LTJ I ~ PROPOSED DRNEWAY ACCESS _ _ ' ACL 1-28-931-52
BEG.2'-6' TO DUKE TAP DOWN STATION, - - - _ _ _ - - _ ~ ; p = ~ 12~ ~~n FOREIGN AUTO
C & G COORDINATE LOCATION W(fH 68' DUKE POWER TRANSMIS ~ _ SION LINE ~ L -447.22' DUKE POWER AND COr;, EASEMENT PER D. DUK~ TOWER D.B. 5953, PAGE 0019
ELECTRICAL B. 6345, PAGE 206 1 t TRANSMISSION PROPOSED ~ - _ T = 223.78
I 1 La~-rowE-~r---- _ ~ ~ ~ ' - - _ REMOVE 20' OF EXl - _ SLOPE STAKE ; ' - _ R =4725.64 THE NC HIGH VOLTAGE UNE SAFTY ACT WILL APPLY IN THIS AREA DURING ALL
I - _ _ _ POWER POLE TO BE RELOCATE ' ~ -1 - O 1 R 47.50' CHA1N11NK FENCE - - _ _ _ _ 5, ~ ~ _ DUKE POLE DUKE POLE I D I ;POW R I SE ~ ~ _ CONSTRUCTION ACTN1TlES.
I DUKE POLE BY TfTtLfFf` COMPANY- _ _ _ _ _ _ 2{ UKE DUKE E 1 422728 rce r r DUKE POLE r - OW - - - _ _ _ I _ I rce""'---r Tc~ rce T T n ~-----_rr~ #427718 F ER I TAP ~(~INN~ - - _ _ _
I ~r-- _a \ FF ~I dVER DESIGN SPEED 35~Pf~ _ I --~-P~. ~ _ _ ~ ~ rce PPCO osor SEr STATION NeAC O
'---PSE-- - - - ~ ~ - - _ _ TR O ~'~`'''rrc I R fNH. t _ _ ANSMISSIO e sal. • - • • _ ~ ~ DEEP RNE 1 N
e-_ __~e - ~ ` ~ RO Y! n r~ ELECTRICAL IROPOSED 2'-6'C & G Q ~QS€Q ROIr~ - IT299808196"" • • •T • • „ ~ - ~ ~ TRANSN115SI8 - _
- _ • • ~ • _ ~ _ 8421271010 25' DUKE POWER POLE TO BE ~RELBCATED ~ _ ~ LINE TOWER • p ~ EXISTING ROW • . , • • - - - - \ ` 17~ 911 ~ _ _
Q ~ CP FOC - - r r,,...,` ~ 505.6845 POWER 8Y UTILITY COMPANY _ _ \ N~ _ l09~8 ' r / OFFSET -
_ 43 ~ _ - C ~ DUKE POLE EXTEND EXIST. - .~~°ac, ~ - ~ : r~ 18" RCP.USE - ` _ _ _ POWER POLE TO 8E RELOCATED ` , ~ ' ~ , ° END CONSTRUCTION ' BY-HFIUIY COMPANY _ ' - _ ~
~ STA.60+40.32
0 ~ v--v--„_-„-- w_ Foc ~ ~~842094.4I59 ~T RDADSIflE-D~CH, , , - ~ - h
J - ~ ~1 ~ r~ DUKE - - r~ $427 _ _ DUKE PDLE SEE DETAIL E - - - - POLES TO BE REtDCFtTE _ ~ . _ _ - =42770B PPCO 0807 PIEDMOA~T-_~IATURAL GAS CO. BY OTHERS - - - - - - -
•~i r 882. ~ APSE--~ ~.I --~--n--A b o„ ~ - _ - _ CONVERT CI 60~ 6 5 ` - - TO JUNCTION 0 L
c~ ' ~ - _ DUKE POWER BOX END 2'-6`
N EXISTING OW - - _ - • ~ • • - "-'---rce---_-~rr~ _ ~ ' - - - _ ~ _ ~ 'L4, U/ C&G • , r ; ; ~~~~-y~ rc~~\ 49 DUKE POLE ~ - _ CO r ER R MRB l 698.10
V r ------rce---~-__r~ - ' ~ ~'~-v v ~'--rce-~.~... ~ - - ~ ~l r~-..._._ - - • r , r rc~ ]453 rl OVERHEAD 7RANSMISSfON LINES
TCE _ - ~ - _ W Q ~ - - _ 2 - --v- __i~~"'-'-TCE ~ - v J ~ F -v--v _'_---._rce,_ 1~ _ xj - G • ' ~""-r -_r~ DUKE POWER INV I RIM EL. 699.59
G'=--~ ~ ~ ! _ ~j rce-~r~ INV. 896,64 If 68' DUKE POWER TRA 895.22 . N . INV. --"-'"'-Y_ ?"E---.~ ~ __r r~ rc~ ':e z2 I~ B9s.6 EASEMENT PER P:B.
r~E 1 a r~ ~ (~Q ~ V. 3 T HONE IGH - _ _ • NV. --v--v-,Y- • r 18~~ I~ 18 RCP 8 .
y J STOR 0 N MAN LE WD .-•Y--"-_Y _
f¢~ ~ RIM 888. i~ CI ~ - V _-V - YV G 1 \ s 20„ Fs Y-- --Y--Y--"-- 52 coNVERT 1 off
PROPOSED 2'-6' - Q FoC W R T o C & G PROPOSED ~ - R - - _ _ -v--v--v-- D ~ • IN w~ FH
D5 Vu' t:, SLOPE STAKE rce--------.r INs .W r~N . w -
P INV. V ~ ' ~'SE ROPOSED ROW r~r s7s.1s BR S g '~~---.__r _ 12 - - - 0 FS INV.892.69 Q ~ 2D' FSS- g ~~`"--r ~ v- ' - - = - LIND BOX (0 INV. 893.98
r / ~ 3s"RCP - FES ~ TO BLIND INV. 894.33 FES r~ r~ ~ ~ _ _ - - INV.892.27 V. 894.91 W
WETLAND AREA PROPOSED ~ - - - - - = - 3o''RCP ROW ~6"RLP //MET L ~ _7I FOC FO a S TcT---_..._~1T - _ _ ~ _ - `r - INV. 894. 12~, F 0
30"RCP ~ tCF I T INV 878.01 ~ INV 1~ P LE~~ INV. L SOOT 50 ~ " ~-----rc~-----_ - ~ ~ - - - - _ _ _ _ _ -
BEVELED EN 87 .25 ~I/CB 8D.90 BELL SOOT SECTION 11~ TOP 899.10 FUELED END CB ~ 56104.35 SECTION TRANSFORM LED END FES rc~ FOZ; - INV. 895.55 - - fION TRANSFORMER F0C r2;k,11846Ux1i~Y 24"RCS 124"RCP ~-AIN
6272 RT TOP 689. INV 861.49 ON CONC. f 881.49 ON CONC. PAD Q TO DITCH
BEG.2'-6' END 2'-6' C & G l/ ~ 5690.45 TELEPHONE FLAT BOTTOM 51 F ~1I 11~I~'11~ ll 4'x4'CB SSMH Q e4~ PEDESTAL DITCH W/RIPRAP DUKE POLE SOUTHERN BELL INV 892.43 ~ (11 RIM 900.32
C & G iii ssMN Q UMIT$ OF RIM 894.4 LIMITS OF OVERLAY 5Lx4'Wxl2'THK. RIM 894.49 .,~o~Q~ END 2'-6' mTELEPHONE REVELED END 3Ix8'CIW/MH I/ dI ///a 5Lx4'Wxl2'THK. C & G TIE TO EXISTNG PEDESTAL mTELEPHONE SECTION / ~ mTELEPHONE
OVERLAY ~ CLASS A RIPRAP *h CLASS A RIPRAP 0~°' R1P RAP D(fCH. PEDESTAL / / PEDESTAL
~ W/ 5 SY FF. W/ 5 SY FF. ~ 5'Lx41M1'x12•TNK. ~RIMMa9~.ss / ~ , wv.ass.42 CLASS A RIPRAP /3 x8 CI ~ ~ TO APARTMEN S
RESET WOOD FENCE W/ 5 SY FF. RIMM9D0.06
4' FROM SIDEWALK AND 0 BACK OF CURB ~
TYPICAL BOTH S1DES OF 709-1-134 9-1-134 TIE TO EXISTING 709-1-129 R1P RAP D(fCH.
DRNE V PIERCE HOMES OF CAROLI~ OF CAROLINA, INC. PIERCE HOMES OF CAROLINA, INC. 5'Lx4'Wxl2°THK.
CM 0641-0-0001 0 0 301 641-1-300 ITEM S ~ D.B.3554, PAGE 204 CLASS A RIPRAP 4, PAGE 204 0.8.3554, PAGE 204 W/ 5 SY FF.
CHARLESTOWNE SQUARE CHARLESTOWNE SQUARE
CONDOMINIUM ASSOCIATION, INC. CONDOMINIUM ASSOCIATION, INC.
D.B.5369, PAGE 765 D.6.5369, PAGE 765
LEGEND:
FEATURE LOCATION
(S=STREAM, P=POND,
W=WETLAND)
!00' BUFFER ZONE
(ZONE 31
50'BUFFER ZONE
(ZONE I -FIRST 30'1 (ZONE 2 -NEXT 20')
SBV~iIVE INFORMA110N NOTTO BE ODP~D OR
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