20100555 Ver 1_401 Application_20100710

GvvR??x? ,??v?.?. Project Narrative
20100558
July 12, 2010
Project: Drainage Culvert Improvements p ???n?72 D
(Accumulated sediment and debris removal)
JUL 1 4 2010
Location: Eastgate Shopping Center, Chapel Hill, NC DENR-WATERtIIAI.ITY
WMAI)S AND =M TER BRANCH
Owner: Federal Realty Investment Trust, Rockville, MD.
Project Engineer: Royal Water Resources, PLLC COURTESY
Background COPY
Eastgate Shopping Center was constructed in the floodplain and directly on-top of a perennial
stream in the 1960's and prior to local, state and federal regulations (eg: FEMA, Clean Water
Act, 401, Resource Conservation District, etc.) regulations of today. As a result, the shopping
center placed Booker Creek in a box culvert structure of approx. 600 feet in length and
approximately 9'X 14' in area. The structure is constructed of cement block walls on a spread
footing and reinforced concrete pan joists. In approx. 2001, the culvert was improved with a
reinforced concrete bottom, headwalls and wingwalls and repairs were made to the block wall
spread footings as necessary. The structure is aligned under the parking lot, private access
drive (public right of way) and a portion of the commercial building. The inlet is adjacent to
NCDOT right of way near Franklin St. and its outlet is behind the center. FRIT property
completely contains the culvert and most of the open channel flowing directly into and out of
it.
Also as a result of the box culvert and flat grade (approx. 0.5%), sediment, vegetation and
debris accumulates throughout the culvert and immediately up-stream and down-stream in the
open channel. Approximately every 5 years, this sediment removal will be required to ensure
that it functions to the maximum extent practicable and to help mitigate infrequent flooding
events at the center.
Proposed Project
The proposed work includes the excavation of accumulated sediment and organic materials by
installing two (upper and lower) coffer dams and pumps to de-water the work zone area where
the sediment is to be removed. Base flows of Booker Creek will be pumped through the box in
a pipe and discharged just downstream of the lower coffer dam onto a rip-rap pad prior to
entering the stream. Internal drainage will be pumped out of the work zone by the lower pump.
High flows-wi l overtop the HDPE lined coffer dams.
The work will be performed by small, tracked excavation equipment and hauled off-site to a
permitted land fill. All applicable confined space/OSHA regulations will be adhered to. The
stream bed will be permanently hardened (at-grade/existing thalweg elevation) at the limited
culvert discharge locations shown for future sediment removal access and to reduce scour in
the open channel. No permanent fill in the floodway is proposed. This hardened material will
not inhibit the movement of aquatic species as it will be submerged to the thalweg elevation
and will likely completely silt over in a matter of weeks due to the very low velocities. All other
rock and materials will be removed and the site will be completely restored to a natural state
using erosion control matting and native plant species.
Known or likely permits required:
1. Town of Chapel Hill Zoning Compliance and Resource Conservation District
Encroachment permits ($433 fee)
2. NC Division of Water Quality Courtesy Review (no fee)
3. US Army Corps of Engineers Nationwide 3 for maintenance (no fee)
4. NCDOT right of way encroachment and traffic warning signage (no fee)
The project is estimated to take 2-3 weeks, depending on the weather. Please provide any
comments or questions directly to Fred Royal, PE, CFM :
[e-mail] or by telephone at [phone].
Thank you for your attention to this proposed maintenance project.

OF vvhI&
?? OG Office Use Only:
i 2 0 1 0 0 5 5 5 Corps action ID no.
° DWQ project no.
Form Version 1.3 Dec 10 2008
Pre-Construction Notification PC Form !
' a L? if
r
A. Applicant Information
1. Processing COPY
1 a. Type(s) of approval sought from the
Corps:
Section 404 Permit E] Section 10 Permit ,1 C40t,"A SI
f 2.E?1
1 b. Specify Nationwide Permit (NWP) number: or General Permit (GP) number:
1 c. Has the NWP or GP number been verified by the Corps? Yes 1 ? No
1d. ?Type(s) of approval sought from the DWQ (check all that apply): y.t?z(ro
t1401 Water Quality Certification - Regular ? Non-404 Jurisdictional General Permit 10 0"3
? 401 Water Quality Certification - Express ? Riparian Buffer Authorization a cmpsAS7
le. Is this notification solely for the record
because written approval is not required?
V??S For the record only for DWQ 401
Certification:
41Yes ® 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 El 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: 0.uLVS3Li ,Z .?i2odJ?M.Le?7'S
2b. County: &
2c. Nearest municipality/ town: c. WA PI U 14 U.
2d. Subdivision name: -jA •
2e. NCDOT only, T.I.P. or state
project no: 6ulij
14A
3. Owner Information ftTLANDS ANDSTORIrNYAT&WA,4CH
3a. Name(s) on Recorded Deed:
3b. Deed Book and Page No. $0114 q0 F406 is
-
3c. Responsible Party (for LLC if
applicable):
M I C-14g FEL
3d. Street address: 6M.AtS -)?" -5f-
3e. City, state, zip: ?jV} X 1.9T)-,$j.44I-L C -V 4 • 2.7-41 o,3 ? 4 3
3f. Telephone no..-
434- 911 - 9 L3 Z
3g. Fax no.: -r q-. Z
3h. Email address: r1JegJAso&b f4J6r-,m1re.41t'a eem
Page I of 10
PCN Form - Version 1.3 December 10, 2008 Version
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. AgenVConsultant Information (if applicable)
5a. Name:
?L
5b. Business name
(if applicable):
T?0y4 L t JA i r.2 -jCS 7.c- S's
5c. Street address: s
5d. City, state, zip: 1j r) OJZO ?. ?. 1 °L.
5e. Telephone no.: 3? 1
5f. Fax no.:
5g. Email address:
Page 2 of 10
PCN Form - Version 1.3 December 10, 2008 Version
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID):
1 b. Site coordinates (in decimal degrees): Latitude: Longitude: -
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size: acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project:
$®Vj< c+Q,jZ
2b. Water Quality Classification of nearest receiving water: J4 5id IT
2c. River basin: 4W EA M
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:
e q
3b. List the total estimated acreage of all existing wetlands on the property:
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
3d. Explain the purpose of the proposed project:
„
?A, i jkj Wit. qo,-.
,
3e. {Describe the overall project in detail, including the type of equipment to be.use?ld: c
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (inclu ing all prior phases) in the pa ?
Comments: C,C ' Cry 1S -:.'' 4t
?,,
? Yes ?o ? Unknown
Jam''-t' 1.?t rt
4b. If the Corps made the jurisdictional determination, what type
of determination was made? ?'
? Preliminary ? Final
4c. If yes, who delineated the jurisdictional areas?
Name (if known): 6' v4v Agency/Consultant Company:
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
this project (including all prior phases) in the past?
? Yes No ? Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ? Yes o
6b. If yes, explain.
Page 3 of 10
PCN Form - Version 1.3 December 10, 2008 Version
?. r-ruposea impacts inventory
1. Impacts Summary
`
1a. Which sections were o leted below for your project (check all that apply):
? Wetlands Streams - tributaries ? Buffers
? Open Waters ? Pond Construction
Wetland Impacts
there are wetland impacts proposed on the site, then complete this questio
r n for each wetland area impacted.
2
a. . 2b. 2c.
Wetland impact 2d. 2e. 2f.

number - Type of impact Type of wetland
Permanent (P) or
if
Forested Type of jurisdiction
(Corps - 404, 10 Area of impact
(
known)
Temporary DWQ - non-404, other) (acres)
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 ? PEI 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 -
Permanent (P) or (PER) or (Corps - 404, 10 stream length

Temporary (T intermitter .
(IN DWQ non-404, width (linear
f
t
her) (feet) ee
)
S1 ? P T tvwo ?'?? oc
tJG'GL?Ij ?; ER
? INT rps
WQ
S2 ? P ? T ? PER ? Corps
? INT ? DWQ
S3 ? P ? T ? PER ? Corps
? INT ? DWQ
S4 ? P ? T ? PER ? Corps
? INT ? DWQ
S5 ? P ? T ? PER ? Corps
? INT ? DWQ
S6 ? P El T El PER ED Corps
? INT ?DWQ
3h. Total stream and tributary impacts ® i-
3i. Comments: , 8U t f- A-r yP5- .4 m,
a
Page 4 of 10
PCN Form - Version 1.3 December 10, 2008 Version
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 individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number - (if applicable) Type of impact Waterbody type Area of impact (acres)
Permanent (P) or
Temporary
01 ?P?T s
02 ?P?T
03 ?P?T
04 ?P?T
4E Total open water impacts
4g. Comments:
5. Pond or Lake Construction
If and or lake construction proposed, then complete the chart below.
5a. 5b. 5c. 5d. 5e.
Wetland Impacts (acres) Stream Impacts (feet) Upland
Pond ID Proposed use or purpose (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 o 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. ---
??IZ.?
? Neuse ? Tar-Pamlico they:
Project is in which protected basin? a4oc ? 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 T impact required?
131 El P T ?•?qs 8t/ y 1yY e <
5-Z- .:.ate.... Jtis

!?? ?Yes
LAO-

T Vr y y i'
tl/ v

??'/'?'?
?? L
B2
?P?T ?Yes
? No
B3 ?P?T ?Yes
? No
6h. Total buffer impacts
6i. Comments:+ •' •a ?^ f?a

Page 5 of 10
PCN Form - Version 1.3 December 10, 2008 Version
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
2. Compensatory Mitiga$on 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
2b. If yes, mitigation is required by (check all that apply): El DWQ El Corps

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

? Payment to in-lieu fee program
? Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank A/A
•
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete if Making a Payment to In-lieu 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: El warm El 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 6 of 10
PCN Form - Version 1.3 December 10, 2008 Version
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 ? Yes o
buffer mitigation?
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.
6c. 6d. 6e.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1
j!lAr
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:
Page 7 of 10
PCN Form - Version 1.3 December 10, 2008 Version
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 T:3 yas No
within one of the NC Riparian Buffer Protection Rules?
1
1 b. If yes, then is a diffuse flow plan included? If no, explain why.
? Y
es ?No
Comments:
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? %
2b. Does this project require a Stormwater Management Plan? ? Yes o
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/A?
? 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?
P41fiase 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 to
attached?
4. DWQ Stormwater Program Review
? Coastal counties
? HQW
4a. Which of the following state-implemented stormwater management programs apply ? ORW
(check all that apply):
? Session Law 2006-246
? Other:
4b. Has the approved Stormwater Management Plan with proof of approval been --
attached? ? Yes
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? e.1,A ? Yes ? No
5b. Have all of the 401 Unit submittal requirements been met? es ? No
C-e I
Page 8 of 10
PCN Form - Version 1.3 December 10, 2008 Version
F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the ? Yes
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)?
1c. 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
letter.) ? Yes ? No
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
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after-the-fact permit application? ? Yes 411;? 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 !
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. Pk
Page 9 of 10
PCN Form - Version 1.3 December 10, 2008 Version
Fs. 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 UNS concerning Endangered Species Act

impacts?
A*VAAL Neelt- m 't 1w ,r. Yes ? No

5c. If yes, indicate the USFIS Field Office you have contacted. aleigh
? Asheville
5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
C I"1ATUXAc. 4M.%.-,fATe- Tk0qra1-,A Qi trnr4 aockLw
6. Essential Fish Habitat (Corps Requirement)

6a. Will this project occur in or near an area designated as essential fish habitat? /(
? Yes 4<0
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
:E:#M,-- 47 l s-1--s/.
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 LN 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?
T wP 0/-* e-VA fV-C- f l me pu?E?2
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: ?•I v FJLL
8c. What source(s) did you use to make the floodplain determination? & T/VE ELM p4A-,4S

?.It3 to
Applicant/Agent's Printed Name Applicant/Agent' Signature Date
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 10 of 10
PCN Form - Version 1.3 December 10, 2008 Version
SAMPLE AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION: G?
LOT NO. PLAN NO. _ PARCEL ID: q ? ! + 7i S+ SSZ
STREET ADDRESS: i 5 T /9 Jt„ ,e
Please print:
Property Owner:

Property Owner: ,`I !Y" r4e'-zZ&,:; I e'i c r`??T e 7,7Y%!e:: r` jl?v
The undersigned, registered property owners of the above noted property, do hereby authorize
(Contractor / Agent (Na a of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
i {r'
Telephone: 31--`
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
r
- - -1? --- - - .... ......
Authorized Signature ?z,yaY0.? A. CAlsaa., Authorized Signature
sa- -,acs W?-6:-- d pen-e," WS
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Federal Realty Investment Trust 1"~
1626 East Jefferson Street ~
Rockville, Maryland 20852-4041
[phone] [phone]

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Q ~ ~ _ , , , x ~ i ~ I _ - ~ ~ ~ ALERT DRIVERS PEDESTRIANS LF DOWNSTREAM IMPACTED..........e ................................45 LF N
~RLVERS~PEDESTRIAN`~ 0~~ . ~ , r _ ,,_r ~ ~ . e .u ~a~r Wit,. ~ y i~. ~ I ~ ~ I ~ ~ ~ Y I'~ ~R.~CTION TRAF ~ ~ ~ . ~ ~ r" ~ ~ ~ ' OF CONSTRUCTION TRAFFIC `~pOO
a~~p~ TOTAL LF IMPACTED ........................................................125 LF ~ ~ p
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~ t ~ ~ ~ - ul ~ i ~I ii ~ i ~ W~~~
u. . ,~i CON AC ~ Ala ~ ~ ~ 4 ~ ® CONTRACTOR SHALL PLACE
~ - ~ ice- iA I I I ~ ' . ~a ~ ~ ~~'~~a I+ fi ~ ~ :J iR i TEMPOR~ _ _ ~ ` ~ , ,E ~ ~ - ~ TEMPORARY TRAFFIC CONTROL ~ 0 p p
_ ~ ~ ~ ~ _ ~ ~ ; ~ ~ 1 i - - SIGNAGE x_. SIGNAGE ALONG THOROUGHFARES r ~ ~ ~
o_~ _ I \ _ J 1` i . ~ ; ; I - _ 'I ~ ~ - _ - THAT WII ~ ~ - , THAT WILL ALERT
_ - DRIVERS, - - - ' 9' , i~ cy~DRIVERS/PEDESTRIANS OF -I-+
- ' ~ CONSTRI , ~ (i~ \ _ _ ~ I _ n~ CONSTRUCTION TRAFFIC (n
~ ~ ~ ~ , _ - _ _ , r
- ~ ~
_ k: ~ ~ - - - ~ > ~ s ~j~ _ - _ _ - ~~o ~
- S y
y ~ ~ ~ _ ~ A-___ _ - _ _ ~ ~Y , ~ i ul
I z ~s~R - _ ; ; L - -
I _ - i~
i - ~ - - ~ ~ - i ~ ~ ~ _ _ -I i ~
~ i _ ~ i I I _ ~
~PSIfR it-~-_._ ~ i.___'-' - -i-.__.'-_ j -I i ~ T _ r h ----t-
~ _ __y - _ i l~ _ ~ c__ - ~
~ _ I i pr----_ ~-f--_-- ~ ~7 fd___ ~ - - i- - _ w I ~ ~ - - -
-L_ _ _ _ ,a~i~ ~ ~ X1.1. m - - _ , - _ ~ ~ m
a~ ~ - - _ _ ~ i - - J- ! _ f~i i - - Q I~
,l , _ _ _ , ~ r-_ _ _ Aar„ ~ ~ I ~ r I-~'"-- ~ ' -
_ -f.._._._ i _ - _ 1 _ _ , ~ _ _ _ _ _ - -r _ ~I-___ - ~ t 1 n ~ i ~
_ ~ ~ I _ _ - - - - L - - i ~ - - 1~ 1 ~ ~ r _ ~ ~ iu ~ _ _ - 1
~l - - - _ - -j- _ _I~ ___fi_ _ ~ ~ `i ~ ~ I _ - - - ~i III i _ ~e, _ I, I~ ~ h - -
o aP R ryi~ ~ ~ I i r
- - _ / 1 I! i - _ _ - _ l'~ A _ _ ,,~~`~~~~1 ~CARO~''~
~ al ~ I _ - ` _ _ . _ _ _ _ ~ J- - ~ _ o~~ ~~i~~%, v ~~oF~ssoyoeq
I ~ - _1 ~ ~ - _ ~ - ~ - ~ ~ - -
_ - I~- _ I I ~ i _ _ ~ - 1 - , - ~ 1--. r~- - -a i - -L. sEA~ 9`~`~ =
_ a - _ ~ ~ - ~ -1- ~ ; ~ -r ~ ~ . _ _ s _ = 03001 -
r ~ _ ~ b - ~ ~ ~ ~ - - _ v - i ~'OD \
~ r V i ~ p _ -i i i - ~ h!_,_' 1 i 6 i I 1 _ CONTRACTOR SHALL PLACE ~/F ~
X6861 _ _ - ~ - _ I , _ _ _ - ~ - - ~ _ _ _ _ ; TEMPORARY TRAFFIC CONTROL I ~ _ i ~
y~ ~ _ ~ ~ i - - i h ~ ~j~,r ~ -j~ _ ~ ~ ~ - _ ~ x ~ _ ~ ~ - _ SIGNAGE ALONG I r ~ ~ ~ ~
~ ~ 11 I _ - : - -a - o~,~Pn~ ~ ~ ~ ~ ' 11 - a~--- _ THA' WILL ,n ~I- « - 6811 l _ _ _ THOROUGHFARES T _ d~z
~ ~ ~ ~ ~1 ~ t~ ~ ALERT' DRIVERS PEDESTRIANS OF P~~, R
9~-~---- ~ ~F~, ~ ~ 9~ ~61111~1 CONSTRUCTION TRAFFIIC ~ v~ t I _ ~ -~~d~ i~ ~ ~ ~ 1116 ® ~ ~ _ _--~4 ~ ® ~ ~ ` p ~
I i _ f ~ 1 P fi. REVISIONS DATE
a~ sm _ , ~n,T _ _ ~ ISSUE ~ APRIL 201(
- _ ~ ~
~ tP_~ ~ _ ~ . ® ® I ~ - ~ ISSUE 2 JUDY 2010
~ ~ ~ i o~
- ~ '-I-- - ® i
z ~p< _ I_.__
~ _
1 ~ oumPSrtR
~ ~ ~~h~i
~ II ~ ~ I ' I ~ ~ i
A~, ~ ; ~ I i ~ 6 ti~<aa
~ ~

~ \ ~ i
~ ~ ~ ~ ~ ® o~ts`~- ~ ~ ~Fa ,~_A _ ~ a ~ ~ un~.
~ ~ \ I ~ ~ ~ m~uo , , ~ , ~ ~ ~ - .~a~nl ~uos~ Ca JURISDICTION
_ ~ ~ ~ \ _ ~ _ ~ ~ ~ _ ~ ~
~ o ~F~F. y ~ ~ i - ~ ~ ~ G.~~,~~~~,, ~ _ _ _ -r a _ PROJECT MOR.
o~x~~s E~<~ V A ~ - u I J 1 ,Eti a4aa~`v' i I d ~ - EAYOUT FTR
,~a R~~ \ I i ~ I ~ , i ~
~ I ~ ~ ~ - F~ - _ i, - - _ ~ DRAWING BY JW~
~o Yo~~ A II ~ ~ - r a y. ~ _ - ~I
~ ~ ~ ~ i I~ j~ REVIEWED BY ~W~
~ _ i _ ~ t ~
ti~~,- i _u_ ,,r ~ ~ ~ ~ - _ DATE QUE. 2010
x ~
JOB NUMBER ~D~ 0200
~ ~
.
~ 1; ,
. 1 ~ i t
i 1
~ ~ , 't ~ \ TITHE
~ ~ ~ „ , ,
li~i, A ~ PROJECT LAYOUT
'it I
iI j
AREA PROJECT TREAM N D
SCALE: 1 50' p q
50' 25' 0 50' 100 SHEET NUMBER
SCALE IN FEET C-EX.0.1

~
\ ~ ~ ~ ~ ~ ~ Vii` ~ ~ ~
~ _ , , ~ LINE LE END
~ V ~ ~ ~ ~ ~ ~ ~ A ~ - ~ . - , ~ ~ ~I -
~ ~ ~ , \ ~ EXISTING CONTOUR ~ I
~ _ ~ ~ ~I / \ ~ ~ ! ~ -_J EXISTING CURB & GUTTER ~ TEMPORARY ROCK DAM
~ ~ ~ - - - - - - - EXISTING EASEMENT OR SETBACK
~ ~ ~ OW 0ti1 V ~ ~ / °'N EXISTING OVERHEAD WIRE (AKA OHE) EXISTING BUILDING
~V ~ ~ A ~ ~ - SS SS ~ i-~ A ~ - ss ss EXISTING SEWER LINE -
C`j ~ CHAPEL HILL, NC
o p CONSTRUCTION ENTRANCE
I ~ 1, ~ i , , ENERAL N T

i ~ ~ ~ ~ ~ 1. THIS PROJECT IS EN~ )JECT IS ENTIRELY WITHIN THE TOWN OF CHAPEL I CUT L NOTE - ~ y
~ ~ , - ~ ,i HILL RESOURCE COHSE r ~ ~ - I ~I JRCE CONSERVATION DISTRICT. 1. CURBING, CROSSTIES, UTILITY POLES, ETC., CAN BE USED AS
WHEEL STOPS. (MUST BE ANCHORED DOWN)
j ~ ~ 2. THIS PROJECT IS INT ' ~ ~ ~ ~ SUMP & ~ PUMP INTAKE ~ ` JJECT IS INTENDED TO SHOW THE GENERAL I . ~ J
~ t i I ~ = I ~ ~ ` ~ ~ APPROACH TO REMOVI ~ TO REMOVING ACCUMULATED SEDIMENT FROM THE 2. ALL MEDIANS SHALL BE A MINIMUM OF SIX (6) FEET WIDE.
I T / , ~ CONCRETE CULVERT Li ~ - ~ ~ ~ ~ ~ " TREE`PROTE.CTI~ON ~ i ~ ' ~ ~ ~ CENTER. CULVERT LOCATED UNDER EASTGATE SHOPPING r
i _ ~ ~ ~ ~ , - ~ ONCE, SEE DETAIL 3. PARKING BAYS WHICH TERMINATE AT A CIRCULATION WAY
~ ' ~ - - ~~~Sf-1-'ET~.C-DT:02
~ r ~ ~ ~ 3. CONTRACTOR SHALL a ~ TE ~ RA' ,Y R~CI~ ~A~t - ~ CTOR SHALL PROVIDE ALL PUMPS, HOSES, AND SHALL PROVIDE FOR A MINIMUM TURNING RADIUS OF
~ ~ ~ R~~~~~_,~R~ TO'D~TA1L. ~ _ ~ ~ ~ SUFFICIENTMATERIAL~ ! ! - ~ %7> ~ ~ ~ ~ G~ ~ T MATERIALS TO DE-WATER THE CULVERT BEFORE TWENTY-FIVE (25) FEET, AS MEASURED FROM THE EDGE OF THE TRAVEL PORTION.
i i i i ~''i i ~ ~ i ~ ~ i ~ ~ ~ ~ ~ ~ ~ ' ~ ~ ~ ' ~ CLEAN-OUT OPERATIOP ' i, ~ f~R~~I~NG~AREA FOR f OPERATIONS COMMENCE.
, 4. ALL PAVEMENT MARKINGS, SIGNS OR OTHER TRAFFIC
F ~ - ~ e~ ~ % 4. CONTRACTOR IS RE. CTOR IS RESPONSIBLE FOR MAKING SURE THAT CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION ~
~ ~ MUD/DEBRIS IS NOT TR IS IS NOT TRACKED ON TO PUBLIC ROADS. AND10R INTERPRETATION OF THE MANUAL ON UNIFORM
i ~ ~CQNTRAC~OR.
~~~1 X 5 L 1~~1R. ~ ~ ~ COfJ~TRUCTIO.N;~ 5. CONTRACTOR IS RED CTOR IS RESPONSIBLE FOR CLEARLY MARKING THE TRAFFIC CONTROL DEVICES (MUTCD). o
~ i'~ 'AI CONSTRUCTION ZONE ~ _F gin, SEE [~F L ,I _ , BARRELS. SEE ;TION ZONES. 5. NO OBSTRUCTIONS WILL BE ALLOWED ADJACENT TO A ~ N
~i ~ ~i X i ~ -',F~';o i - ~ DETAIL~'~S~Y-IFFY ~ ~ ~ ~ i~ PARKING STALL WHICH WOULD PREVENT SAFE INGRESS AND ~
6. CONSTRUCTION HOl C DT.0.1~ UCTION HOURS ARE FROM $AM TO 8PM M-F, AND EGRESS FROM A PARKED VEHICLE. N
~ , „ ~ ~ ~ ~ 10AM-8PM WEEKENDS. a ~ , JUEEKENDS. ~ ~ ~
;i
i, ~ 9%~ ~t ~ ~ i ~ , ; ? ; ~ f; ~ ~ o ; d ~ , ~ ~ ' 7. CONTRACTOR IS RED 6. PARKING IN FIRE LANES AND IN NON-RESIDENTIAL DRIVEWAYS ~ N ~ ~ CTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES ~ ~
a FL00,-p~iVA ~ i ~ i ' w v u~ , i PRIOR TO CONSTRUCT SHALL BE PREVENTED BY STANDARD SIGNS AND AS NEEDED BY W - c~ ~ - ;ONSTRUCTION. NOTIFY ENGINEER OF ANY PORTABLE BARRICADES. c~ ~ ~ ~
_ o i i ~ . , ~ - I ' I ; i ' ~ ~ ~ ~ ~ E~ CONFLICTS PRIOR TO E i PRIOR TO COMMENCING WORK. ~ ~ O O
it ~~EMPOR~A~~`~'~ , ~,,,I ,
~,~i , '`GO~NSTR~~TION ! ~ ~ I' ~ ' ~ rte, ~ 8. CONTRACTOR IS RED TIN SU ~ ~ ~ ` CTOR IS RESPONSIBLE FOR ADHERING TO OSHA
i ; ENTRAN~,E (CLASS ~ _ ' ~ , ~ ~ ~ I,~ ~ SAFETY STANDARDS. ANDARDS. 1. INSTALL TRAFFIC CONTROL DEVICES AS NEEDED.
~ ~ i f ' ~ ~ V i ~ ~ ~v / B :I P RAP) , ~ ; U~ . ~~a v.~ ~ , ~ ;
~ , , ~ , ~ ~ ~iu,~ eau ~ ; ~ ~ ~ ' ~ ~ ~ ' ~ 9 TEMPORARY ROCK C , ARY ROCK DAM IS INTENDED TO RESTRICT NORMAL 2. INSTALL TREE PROTECTION FENCING AND SILT FENCE.
g ~ ~ ' CO~fiRACTOR; -SHALL FIEL~~ LOC T~~ WATER ~ STREAM FLOW, HEAVY ~ i, I ~ 1 ~ ;~l , ~ l l'~1!i " ~ ' 3 _OW. HEAVY RAIN EVENTS WILL OVERTOP THE WEIR ~
,'AIN. DO ,NOT INSTAL /-~;EMPO~~,~RY ROCK ~ i ! ~ ~ ; ~ ~ s ~ ` ,fir ~ w ~ ~ i i IN ORDER TO ~PRESERV ~0 PRESERVE TEMPORARY DAM. CONTRACTOR WILL 3, INSTALL CONSTRUCTION ENTRANCES.
i ' \ ~ I ~ ~ ~ ~ ~ ~ R ~~WAT R MAIN. , , I ~ \ ~ ~l ~,i ;i D, O~ , E I ~ I ~ ~ ; , NEED TO DEWATER CUI EWATER CULVERT AFTER HEAVY RAIN EVENTS.
I ~ , ~ ~ ,
~ % A I I' ~ ! 11, ~ ~ ~ i~~ ~ j' CROSS SECTION .~1 SEE 10. DISTURBED AREAS 4. INSTALL CLASS BRIP-RAP PAD AT CULVERT INTAKE AND BED AREAS SHALL BE STABILIZED WITHIN 7 DAYS DISCHARGE. RIP-RAP PAD SHALL BE MINIMUM 1' DEPTH USING
j ~ ~ I i i j ~ ~ SHEET C~ S.01 ~ i ~ ,'~~ti~ - \ ~ ~ r~, I _ ~ i ,i ~I ~ AFTER WORK HAS FIND RK HAS FINISHED. 6"'-12"RIP-RAP. RIP-RAP PAD U'JILL BE PERMANENT.
/i ~ ~ ` ~~~rE~dr nv i I illp; I
,r ~ ~~~ROSS SECTION ~~~'~~„SEE _ _r ~ _ ~ ~ 11. CONTRACTOR SHAL ACTOR SHALL NOTIFY ENGINEER WHERE . IN TALL TE P ARY K DAM WIT
i% ~ k ~ SHEEN C-X,:,01 ~ i ' CONSTRUCTION LAY-D~ 5 S M OR ROC S H WEIR SPILLWAY AND ~ JTION LAY-DOWN AREAS WILL BE PRIOR TO HDPE LINER. INSTALL SHALLOW SUMP UPSTREAM OF DAMS FOR (u CI)
i WORK COMMENCING. UIMENCING. '
CROSS..; SEGTIOf~~ ~3 SE~~.~~~,, ; ~,i ~ _ _ ~ _ ULV~,~ADWA~L~ ~ \ PUMP INTAKES.
% , SHEEl7 C-XS.01 r ~r _ ~ - T ~ ~ J-
_ 6. DEWATER CULVERT AND INSTALL LOW FLOW PUMP AROUND
U ~ - ~ I ` s n ~ ~ A' - - MEASURES. LL
~ , 4~~ - - R E T RATI N ~I TES
~s ~ j' > ~ - UPI ~~~~~-''~~~INSTALLI BUMP DISCHARGE _ ~ '~I ~ ~1 ~ ~ 1 REMOVE CONSTRU 7. REMOVE ACCUMULATED SEDIMENT FROM. FRANKLIN ST. ;ONSTRUCTION ENTRANCE RIP-RAP TO TOP OF CULVERT DOWN TO DISCHARGE SITE. TEMPORARY STOCKPILE
s , , ,I ; ~ r ~ ~a~; CT ~ ~ ~ LINE,TN~RO~JGH CULVERT ~ ~ H i ~ ~F-~=----= ' ~ ~ " ~ ~ - BANK. RIP-RAP PADS IN ZAP PADS IN STREAM BED TO REMAIN AT GRADE) FOR DEWATERING SHALL NOT INTERFERE WITH PEDESTRIAN OR
~ i ~ ; f ~ ~ ~ ~ ~ - - 11111111111
i, ,v ~ ~ i , ~ ~ 1 ; VEHICULAR TRAFFIC. ~A~~l ~l~~ii 'REE PROTECTION FENCE AND SILT FENCE.
~j~~ - ~ o ~ ~ ~ ~ - 2. REMOVE TREE PROTE~ a I
~ ~ ~a ~ s ~ ! _ ~ `w - 8. AFTER SEDIMENT HAS BEEN REMOVED STABILIZE STREAM ~ ~e oF`~SS~~N° a9
~ = - _ 3. SEED DISTURBED ARE ~ ~ ~ _ _ fURBED AREAS WITH A 50150 MIX OF LITTLE BLUE EMBANKMENTAND OTHER DISTURBANCE DOWNSTREAM OFTHE = e°~~ SEAS 9~ `
~ ~ ~ ,~y" ~ ~ s i ~ ~ ,.,~~.r~~r _ - ~ ~ STEM GRASS AND SWIT( ~ / ~ ~ - i i ~ >u~ ~ ~ I ` SAND SWITCHGRASS AT A SEEDING RATE OF 2 LBS. CULVERT. _ - - ~ 0300.5 _
~ ~ , 4, ' PER ACRE. ~ ~ r- - _ i ~ _ = °
_ ~ - 9 ! ~ - ~ fi _ - 4. INSTALL COCONUTIST 9. REMOVE TEMPORARY DAM ON UPSTREAM SIDE OF CULVERT. ~FFN I
r ~`2 ~ ~ ~ ~ ~ - t ~ Phi :000NUTISTRAW MATTING (NORTH AMERICAN ENSURE THAT PERMANENT RIP-RAP PADS ARE INSTALLED AT ~ ~ ° .
`~-.~s 1 ~ _ ` _ GREEN SC-250} OVER NE = 6 ~ ~ ~ ~ ~ ~ i BANK. 50}OVER NEWLY SEEDED AREAS ALONG STREAM ~ ~ OR BELOW INVERT OF CULVERT. (UPSTREAM AND rlrll 1111111' },Z,t o
- ~ _ - = _ - DOWNSTREAM)
r i ~ - ~
~ ~ T t ~ ~ s a a , - ~ ~ 10. STABILIZE EMBANKMENT UPSTREAM OF CULVERT. REVISIONS DATE
~ ~ ~S~ ~ i .
4..`-~ ~ ~ o _ I ~ _ I ~ r, ~ \ ~ , ~ ISSUE 1 APRIL 2010
~~~~'tn~ % ~ ~ ~ ~i ~r ~ - ~ ~ _ _ 0 ISSUE 2 JOEY 2010

~ ~ ~ ~
'ilk/~)IT1.. ~ , , G ~ / ~ I
i ~ i . ~ ~ ~ ~ / ~ ~ ti ~ ~ -
i i ~ c V ~ ~ ~ i i HEIGHT OF DAM ABOVE WEIR =
~ ~ ~ _ ~ z° ~ - ~ 1'
~ 4%' _ ~ ~ ,
MIN. HEIGHT OF DAM CREST OF WEIR = 253.0'
_ DRAPE PUMP ABOVE WEIR - 1 WEIR LENGTH = 5'
DISCHARGE LINES WEIR WIDTH = 5'
CREST OF WEIR = 253.0 OVER DAM JURISDICTION
.WEIR LENGTH = 5'
WEIR WIDTH = 5' PROJECT MGR.
-
DAM SHALL BE >~C~{ >~c~~ ~ - off: EAYOUT
CONSTRUCTED OUT OF INSTALL 40 MIL NDPE LINER OVER _
RIP-RAP (050 = 10 ) ROCK DAM. - ~ _ _ DRAWING BY
2:1 FRONT AND REVIEWED BY
PLACE PUMP INTAKE 5 BACK SLOPE . , DATE
INSIDE 6 - 12 RIP `
RAP LINED SUMP TOE OF DAM SHOULD BE INSTALL ~o MIS JOB NUMBER
ADJACENT TO CULVERT BOTTOM ~`-HDPE LINER OVER
FINISHED GRADE ~ ROCK DAM.
~ )
~ ~ ~ ~ ~fi a~,';Y, HDPE LINER SHALL BE BURIED ~ ;7-,~~' ~ , , , ~ BETWEEN TOE OF DAM AND
~ _ _ -
NCDOT BOX CULVERT INVERT ~ ' , RIP-R;AP FOUNDATION. TITEE
OUT; PERMANENT RIP RAP PAD
SHALL REMAIN AT GRADE AFTER > 3 10 UPSTREAM SITE PLAN
REMOVAL OF ROCK DAM. D
nnni, ~ n„ ~ ~ ~ ~ nr EXISTING GROUND
rCUVYv UHIVI Jt1ALL CSC
INSTALLED OVER 1' THICK
CLASS B RIP-RAP PAD.
MINIMUM LENGTH = 10' SCALE: 1" = 20' SHEET NUMBER
TEIVIFUHAhT UUFFEM UAM 20 10' 0 20' 40'
c-sP.o1
SCALE N FEET

f E T _ LI END
~ 1. THIS PRA 1. THIS PROJECT IS ENTIRELY WITHIN THE TOWN OF CHAPEL EXISTING CONTOUR
i i HILL RESOi HILL RESOURCE CONSERVATION DISTRICT. EXISTING CURB & GUTTER I
- - - - EXISTING EASEMENT OR SETBACK
I ' ~ " 2. THIS PRA 2. THIS PROJECT IS INTENDED TO SHOW THE GENERAL -oW-- EXISTING OVERHEAD WIRE
i i ~ APPROACf APPROACH TO REMOVING ACCUMULATED SEDIMENT FROM THE ss ss ss EXISTING SEWER LINE
% - ~~r~rEr~ , CONCRETE
i 11 _ - ,a-;~E~»~,D) ~ ~ , - CONCRETE CULVERT LOCATED UNDER EASTGATE SHOPPING SILT FENCE
i ~ ~ CENTER - ~ ~ r- , _ _ CENTER. sF s~ s~ CHAPEL HILL, NG
RIP-RAP PAD( TO,~TA~' ~ ~ ~ ; ,
~ - ~ 3. GONTRA AFTER SEDIM NT IS ~ ~'Jl~~i~-:~R ~ - ~ ~ ~ i 3. GONTRACTOR SHALL PROVIDE ALL PUMPS, HOSES, AND _ LE -
~ ~ SUFFICIEN ,y REMOVED ~~E~ NOTES. . SUFFICIENT MATERIALS TO DE-WATER THE CULVERT BEFORE - -
' CLEAN-OU' i ~ ~ ~ ~ ~ ~ CLEAN-OUT OPERATIONS COMMENCE. ~ ~ TEMPORARY ROCK DAM
~ I . ~ i ~ ~
4 ~ _ 4, CONTRA _ r yet ~ ..,.3 ~ ~ ~1/ A ~ - r_~ I ; ~ ,~r v , ; v ~ , MUDIDEBR 4. CONTRACTOR IS RESPONSIBLE FOR MAKING SURE THAT EXISTING BUILDING L
_ , I ~ ~ ~ - 1 ~s- s- s- ~s- s___ MUD/DEBRIS IS NOT TRACKED ON TO PUBLIC ROADS. ~
I I I ]S JS - ~S ~ ~ ~ I ~ i I ~
j ~ ~ ~ CONTRA ~ ; ~ i 5. CONTRACTOR IS RESPONSIBLE FOR CLEARLY MARKING THE CONSTRUCTION ENTRANCE !i
i ~ - ~L i _ _ ~ ~ ONSTR i i i - I C U ~ ' TA' ~ . ~ i ONSTR T Z C UC ION ONES. ®
I ' / L~ i I I ~ - ~x 1~, ~ ~ _ ir,_ I ~ ~ , i
I _ ; ; ; _ ~ I j - 6. CONSTR 1 , : , - ~ ~p~ ~ - I ~ ~ ~ I 1 I ~ ~ ~ ~ , ~ - ~ ~ ~ A ~ 10AM-8PM 6. CONSTRUCTION HOURS ARE FROM 8AM TO 8PM M-F, AND
1 r\ ~ - ~i I 4 10AM-8PM WEEKENDS. T I TL
o 0 0 e ~ ~ o ~ I ~ ~ ~ , ~ ~ ~ ~ ~ i. ~ ~ . ~ i j
CROS -SECTION 4 SEE ~ ~ ~ ' ' ' ~ , , ~ TPF - _ , I ~ 7. CONTRA - - ~ ~ ~ ~ t ; F 7. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES 1. CURBING, CROSSTIES, UTILITY POLES, ETC., CAN BE USED AS
`~e~-=-~ ~NB€-T-- ~-XS.02 IE~"~~ ~ o ~ o , ~ -o~ ~ a' PRIOR TO ~ _ _ ~ ~ tp ~ s~ -s~ -s~ sF -sF -sF -SF _-sF -sF c PRIOR TO CONSTRUCTION. NOTIFY ENGINEER OF ANY WHEEL STOPS. (MUST BE ANCHORED DOWN} ~
~ , ~ ~ ~ o ' ~ ° ~ , CONFLICT, I ~ o CONFLICTS PRIOR TO COMMENCING WORK. 2. ALL MEDIANS SHALL BE A MINIMUM OF SIX (6) FEET WIDE.
- Ir--° o I ~ CROSS SECTION 5 SE,~ p, i , r.~, ~ , ~ i, ~ ~ - ; e, . ~ 30 X 60 TEMPORARY , N
SHEET C-, !02 ~ ; . : . ~ ~ e o o ~ , , p i ~ 8. CONTRA p ~ ~ ~ STOCKPILE AREA FOR ALL ~ ~ - ~ - _ , ~ ~ o ~ . _ o 8. CONTRACTOR IS RESPONSIBLE FOR ADHERING TO OSHA 3. PARKING BAYS WHICH TERMINATE AT A CIRCULATION WAY 0 ~
_ _ - - s~ o ; a o ~ - - _ ~ SAFETY ST - ' ROSS-SECT10~= ~~6~~E ; ~ I % ~ ~ ~ ~ SEDTME~NT TO BE DE-WATERED , ~ ~ o SAFETY STANDARDS. SHALL PROVIDE FOR A MINIMUM TURNING RADIUS OF ~ N ¦
~ ~ ~ o o _ 0 4 e - - J _ - , 't IF NECES~AR~', OTHERWISE, TWENTY-FIVE (25) FEET, AS MEASURED FROM THE EDGE OF THE ~
s ~ ~ ~a ~ - ~ ~ _ _ ~ o o , 9 TEMPOR a;,~; ~ SEDIMENT WILL BE HAItL~D OFF 9. TEMPORARY ROCK DAM IS INTENDED TO RESTRICT NORMAL TRAVEL PORTION. N p O O
. - - ~ ~ s~~~ ~ o TREAM FI - 25 W X 75 L - - ~ ~ 4. ~ ~ ; ~ SITE: STREAM FLOW. HEAVY RAIN EVENTS WILL OVERTOP THE WEIR ~ ~ ~ ~
~,r ~ ~ 2~ - ~1_ - _ ~ ~ ~ ~ ~ ~ ` ~ ~ - ~ ~ IN ORDER - - ~ _ - - - - ~ ~ ~ ~ ~ CONSTRUCTION ENTRANCE IN ORDER TO PRESERVE TEMPORARY DAM. CONTRACTOR WILL 4. ALL PAVEMENT MARKINGS, SIGNS OR OTHER TRAFFIC N ~ ~ ~
~ - \ ~r ~ ~ ~ s i - - ~ ~ / - ; ~ ~ ~ ~ NEED TO D i~ ~ , EXISTING TREE LINE NEED TO DEWATER CULVERT AFTER HEAVY RAIN EVENTS. ~ = O O
~ _ ~ ~ ~ \ t , i SILT FENCE. REFER TO DETAIL CONTROL DEVICES SHALL CONFORM TO THE LATEST EDITION W O ~
v _ ~ UMP DIS6~iA~ WIT~N ~ ~ ~ ~ ~ ~ ~ SHEET C-DT.02 ~ i ~ ~ ~ ~ n. \ 10. DISTUR ~ ~ x \ ANDIOR INTERPRETATION OF THE MANUAL ON UNIFORM cD ~ ~ O 10. DISTURBED AREAS SHALL BE STABILIZED WITHIN 7 DAYS N ~ r- O
~ I ~ / CLASS B ~~IR~ ~ RASP , , 1 ~ , NOTE:. CONTRACTOR RESPONSIBLE FOR AFTER WO TRAFFIC CONTROL DEVICES (MUTCD). O ~ O O AFTER WORK HAS FINISHED. ~ Q! ~ O ~
I-~. DIS IPgTO~ , STAGING THE REMOVAL OF SEDIMENT.
i ~ ~ ~ i ~ y-,~v 1 / ~ CONSTRUCTION EQUIPMENT SHALL REMAIN 11. CONTRA I i I ~ 1 ' ~ ~ n ~~1. ~ - _ 5. NO OBSTRUCTIONS WILL BE ALLOWED ADJACENT TO A ~ 11. CONTRACTOR SHALL NOTIFY ENGINEER WHERE I
~ ~ ~ ' ' ~ ~ ~ I ~ ~ CLEAR OF PEDESTRIAN~VEHICULAR OWNER ~ i ; \ ~ ~ , ~ ~ ~ CONSTRU( CONSTRUCTION LAY-DOWN AREAS WILL BE PRIOR TO PARKING STALL WHICH WOULD PREVENT SAFE INGRESS AND
IJ~V DOWNS~T ~ E M W RK ZbNE~ ~ \ ~ ~ ~ TRAFFIC TO MAXIMUM EXTENT POSSIBLE i ~ > ~ ~ ~ ~ WORK C01 WORK COMMENCING. EGRESS FROM A PARKED VEHICLE. ~
~ i ~ e ~ ~ ~ ~ ~ \
I ~ ~I ~ 1 1 'I ~ 1 6. PARKING IN FIRE LANES AND IN NON-RESIDENTIAL DRIVEWAYS -I-+ - a
SILT FENCE. REF~R ~ ~ FLOODWA ; ~ '1 1 ~ , i,, SHALL BE PREVENTED BY STANDARD SIGNS AND AS NEEDED BY
i TO (DETAIL SH~~~T ! ' ~ i I ~ I ~ - ~ ~ ~ ~ N 1 VA ~ ~ , ~ ~ e r~~ . TI PORTABLE BARRICADES. ~
1 I ~ ~ ~ ~ 1C-DT. ~ %1, ~ ~ 1 ,1 s-_ ~~s~--
~ 1. INSTALL 1. INSTALL TRAFFIC CONTROL DEVICES AS NEEDED. _ TI TES
~ ~ i ~ i , ~ ~ , ! ~ 30 X 90 ALTERNATE ~ , ~ i 1\ ; ~ ~ 180'
1 1 ~ ~ ~ i 1 1 ~ ~ ~ ' ' ______----TEMPORARY STOCKPILE ~ 2. INSTALL 2. INSTALL TREE PROTECTION FENCING AND SILT FENCE. 1. REMOVE CONSTRUCTION ENTRANCE RIP-RAP TO TOP OF
' ~ ~ ~ l ~ - u, m I ~ , ~ ~ ~ ~ , ~ AREA (IF NECESSARY) BANK. (RIP-RAP PADS IN STREAM BED TO REMAIN) L'
I ~ I ~ ~ ~ I f~ ~ 1 ~ ~ ~ ~ ~ i , , 1 h 3. INSTALL 3. INSTALL CONSTRUCTION ENTRANCES.
I\ I ~ ~ i I ~ ~ 2. REMOVE TREE PROTECTION FENCE AND SILT FENCE.
e I I,i ~ i ~ ~ r ~ 4. INSTALL I ~ ~ i ~ i '~1' ~ ~ ~ ~ I~~iALTE~, ATE STOCKPILE IS 4. INSTALL RIP-RAP PAD AT CULVERT INTAKE AND DISCHARGE.
~ ~ ~ , ~N ,r ~ ~ e e~ RIP-RAP P. 1 ~ ~ , , RIP-RAP PAD SHALL BE MINIMUM 1' DEPTH USING 6"-12" RIP-RAP. 3. SEED DISTURBED AREAS WITH A 50150 MIX OF LITTLE BLUE
i ; i i ~ j i l.>I.~~ 'D;,, ~ ~bNTRACTOR SHALL 'i , , i ~ ~ ~ , , , , ~ RIP-RAP P. RIP-RAP PAD WILL BE PERMANENT. STEM GRASS AND SWITCHGRASS AT A SEEDING RATE OF 2 LBS.
, ~ \ i i, ; ~~,PLA~~1'pANDY BAGS (OR ~-o ~ I i I ~ , ~.,-n J ti~ PER ACRE.
I i ~ I A AT ~ ~ ~ ,,~OVE~ ~EQU L) BASE ~ ~ 5. INSTALL ~ ; ! ,~,Ii i ~ I j 5. INSTALL TEMPORARY ROCK DAMS WITH WEIR SPILLWAY AND
i ~ F~' STO~E~~~~E TO PREVENT ~ I ~ 1 ~ ~ HDPE LINE HDPE LINER. INSTALL SHALLOW SUMP UPSTREAM OF DAMS FOR 4. INSTALL COCONUTISTRAW MATTING (NORTH AMERICAN
i~ ,~~SEDIM ~ T RUNOFF INTO I'~, I u~ I i N ~ I PUMP INTO PUMP INTAKES. GREEN SC-250) OVER NEWLY SEEDED AREAS ALONG STREAM `~,~s~iiui~iriii
I - ~ ~ ~ ~ i STREAM. k, ~ BANK. GrgR~
~ ! ~ i~~ ~ ~ ~ 6. DEWATE ~ ~ ~ I~ r~ ~ i ; I, I~ 6. DEWATER CULVERT AND INSTALL LOW FLOW PUMP AROUND °°ESS l/~
~ ~ ,ll ! ~ ~ ~ ~ ~ MEASURE; T .REFER CONS RUCTION BARRELS MEASURES. 5. RESTORE GRAVEL PARKING LOTAS NEEDED. ~ ~~y°9
I ~ ~ i ~~I, ~
~ ~ ~ I ~ 1i ~ TO DETAIL SHEET C-DT.01. ~ ~ ; ,~b 7. REMOVE 7. REMOVE ACCUMULATED SEDIMENT FROM STREAM AND P ~ SEAS 0300
T i i !'I' I ~ I BARR L SPA IN = 10 YP. i = -i i,i ~ E C G ( ) i i I ~ - ~ VERT. ~ , i . ,;i _ ~ CUL I ~ i CULVERT. TEMPORARY STOCKPILE FOR DEWATERING SHALL F
1 NOT INTEF NOT INTERFERE WITH PEDESTRIAN OR VEHICULAR TRAFFIC. / ~F•°~'
~ ~ ~i, ,I
i ~ ~ - ~ ~ 8. AFTER ~ I ~ui I 8. AFTER EDIMENT HA BEN RE ir~!~~~~ ~ S S E MOVED, STABILIZE STREAM u i i i z~
~ ~ ~ ~ I, ~ ; I ! ~ 10' TYP. ~ME3ANKM EMBANKMENT AND OTHER DISTURBANCE DOWNSTREAM OF THE /
Y a. ` 'I . ~ - ~ L_sF -=F s~ -~f CULVERT. ~ ~ l l / I/ ~ YI ~ 1 CULVERT.
_ ' ~ I ~ I 'i ~ ~ I ~ I ~ ~ ~ -L REVISIONS DATE
; i~ ~ (:1 t~~~ 9. REMOVE 9. REMOVE TEMPORARY DAM ON UPSTREAM SIDE OF CULVERT. ~ ISSUE ~ APRIL 2O ~ O
! '~I \ ~~I~~( ~ ~ ~ i ~ ~ i ~ ~ , ® ® ~ ENSURE T i ~ i ~ ~ ~ ~ l , ENSURE THAT PERMANENT RIP-RAP PADS ARE INSTALLED AT
i, ~ : I i ~ I i ~ ~ ~ \ OR BELOW INVERT OF CULVERT. (UPSTREAM AND ~ ISSUE ~ JOEY 2O1 O
~ / I ~ DOWNSTR a ;i DOWNSTREAM)
- ~ ~ ~ ~ I, , ~ ~ ~ 1 I ~ ~ ! ~ ~
10. S 10. STABILIZE EMBANKMENT UPSTREAM OF CULVERT.
1 ~ r, ~ e ~ ~ ; . ,e , . ~ ~ _ ~ ,
~ ~ ~ - ~ - ~ ~ ~ ~ ~ -
MIN. HEIGHT OF DAM
ABOVE WEIR = 1' DRAPE PUMP HEIGHT OF DAM ABOVE WEIR =
DISCHARGE LINES 1'
BOX CULUERT INVERT OUT; CREST OF WEIR = 253.0' OVER DAM-
PERMANENT RIP RAP PAD WEIR LENGTH - 5
SHALL REMAIN AT GRADE AFTER WEIR WIDTH = 5 CREST OF WEIR = 253.0' ~~JRSDCTON
REMOVAL OF ROCK. DAM. WEIR LENGTH = 5' PROJECT fUOE~.
DAM SHALL BE WEIR WITH = 5' ~AYO~JT
CONSTRUCTED OUT OF INSTALL 40 MIL » HDPE LINER OVER
RIP-RAP (D50 = 10 ) ROCK DAM.
DRAWING BY
2:1 FRONT AND
PLACE PUMP INTAKE ~ BACK SLOPE „ 5 ~ _ - REVIEWED BY
INSIDE 6 - 12 RIP
RAP LINED SUMP TOE OF DAM SHOULD BE DATE _ _ ~ _~~I
ADJACENT TO CULUERT BOTTOM JOB NUUiBER
FINISHED GRADE
( ) s ~ . , ~ ~ - - - ~ - a
1~'_- ~ ,f HDPE LINER SHALL BE BURIED
~~~~r~':;~ ~ ~ ~ ~ , ~ ti BETWEEN TOE OF DAM AND INSTALL 40 MIL
l _ ' =~;L ~ ~ 1'-~ ~ RIP-RAP FOUNDATION. DPE LINER OVER ~ -
`~~-n ~ ~ ~t ~-~f-~ y.
- - - ~ RocK aAM. TITHE
15' 10' DQINNSTREA
ROCK DAM SHALL BE SITE PLAN
~~T., ~ , ~ T,
IINU I HLLLU UVtK I I f11GK
CLASS B RIP-RAP PAD.
SCALE: 1" = 20'
TEMI'JUNAH T L;UFFErh-% DAM MINIMUM LENGTH 10' EXISTING GROUND 20' 10' 0 20' 40' SHEET NUMBER
SCALE IN FEET C-S 1 . o2

i
27 5 275 i _ T

I
i I CHAPEL HILL, NC

- - 270 270
- - ~
- - ~ -
265 265 I: ~1
TOP OF WALL 263,59' TOP OF WALL 263,59' - ~
-
260
260 3:1 MAX LOPE ~ '
_ -
-
- - - _ N ~
- - 255 SHA ING I DICAT S ~ N
255
EXIST NG G ADE ( P. 2:1 AX S OPE C I,(')
WATER SURFACE 251,60' - WATER SURFACE 251.60'
- - i N - N
_ 25a - _ ~QO®
250 _ ~ CHA NEL B TTOM - ± 50.0'
ERT OTTO = ± 49.5' ~ ~ ~ CUL'! ~ ~ - fA
- 00 00 W ~ ~
- -
245 N U r O
245 30 50 50 1 1 3 0 30 0 , 5 . 10 0 10 30 50
®EI 3
L
c~
1.ON UP-STREAM END, REMOVE SEDIMENT ~E SEDIMENT IN BETWEEN
CULVERTS. CROSS-SECTIONS 1-3 REPRESS 1-3 REPRESENTTYPICAL
SEDIMENT REMOVAL ONLY AND NOT THE T D NOT THE TOTAL AMOUNT OF
SEDIMENT REMOVAL INTHE UP-STREAM OE '-STREAM OPEN CHANNEL. ~
.c..
2l5
~,~~luliii,~~
- I i ~ARO~ ~
270 ~~~ao~`cSSl~~~q'
- I aQ~ SEA~~~~°
_ I 0300,.
~o,~~~
265 , a~.. , ~ . o~
TOP OF WALL 263,59' ' ~''~~~rrull„~~~`~ i~
2
REIlISI01~S DATE
0 ISSUE 1 APRIL 2010
l ~ ISSUE 2 JOEY 2010
SHADI G IN ICAT
255 . ~ ,
_
3:1 AX S OP ~ ~ 3:1 M~ X SL PE WATER SURFACE 251,60' ~ -
XIST NG G ADE ( P.) J"
250 , CHAN EL B TTOM = +2 0.0
245 1 0 10 30 50 0 30 50 JURISDICTION -
PROJECT I~GR. FTR
- D RAWI El G BY JW~
REVIEWED BY FTR;JWJ
DATE APR. 2010
JOB I~U~BER BOG .0200
TITHE
S~A~E - 5,~ UPSTREAM
5' _ 5' CRASS-SECTIONS
MENEM=
SCALE IN FEET
SCALE: 1 10'H
10' S' o 10' zo' SHEET DUMBER
SCALE IN FEET -xs.01

T
T
275 275 CHAPEL HILL, NC
-
- - 270 270 i
-
_-r - - - - ~
~w
265 - 265
_ _ - - -

- - TOPOFWALL 260.16
- 260 2 a..~
_ SH DING INDICA ES _ ~ 'C T" ( P.) - N N
- i - - - s.
- - d / - fn N
i i XI ING RADE (TYP.) ~ - C ~
i - ~ 255 255 a ~ ~ XI TING RADE (TYP.} ~ N
~I ~ - -
1 3:1 MA SLOE ~ Q O O
~ _ WATER SURFACE 251.20' WATER SURFACE 251.20 a~
- ~ - ° CO 00 °
250 - ~ - 250 N ~ 00 00 - I - -
C RT B OM ±2 9.5 I, C ANNE BC ~ W ~ ~ ~ - -
C ANNE BOTT M = +249.' V
(
~ I - ~
245 245 ~--s
0 50 50 1 30 1 0 0 5 10 0 10 0 50
~ ~
CROSS-SECT60N #6 =
4~
E
~
1. DO NOT REMOVE SEDIMENT DOWNSTREAM OWNSTREAM OF CROSS LL .
SECTION #6.
275
~~~~~;'cA'RO ~
ESS %~ti~9'
- -
SEAS 9~~°
i 27a 0300
FN e
!m~~r~u~~
265 -
REUISIOI~S DATE
~ ISSUE 1 APRIL 2010
260 - - D ISSUE 2 JUDY 2010
TOP4FWALL 258,63' _

255 - - T--- XISTI G GRt~~DE (T P,)
I
- -
- WATERSURFACE 25120'
250 - , ~ _ _ - ,
_ _ - +2 9.0'
CHAN EL B TTOM - -
JCRISDICTIOIE -
'CUT' TYP. II
245 PROJECT f~GR. ~FTR
3 50 10 0 10 0 30 50
LAYOUT JW~
DPAWI(~G BY JW~
REVIEWED BY FTR~JVd~
DATE APR, 2010
.JOB EIOUIBER ~DG 0200
TITEE
DOW STREA
' S~A~t = 5~~ CROSS-SECTIONS
5' 2.5' 0 5' 1 D'
SCALE IN FEET
SCALE: 1" = 1O'H SHEET NUMBER
10' 5' 0 10' 20'
C-.02 SCALE IN FEET

z -VARIABLE-a5 ~REC3'ED BY TOWN EN6lNEER
®m i~ r~i~ VARIABLE-a5 ~ 1G" BIN. TO PA" rA%. Q}
N ~ DIAYETEN ~ . TA o Nor To EffiCFED ~ ~ _ ~ 4.9 O 70 BASE DIAYEIER Fi Q ~ 1 RIOG Y~tE
m ~ ~ awuwE aR Fwan~seelr o v ~ s ~ 5T N -i I> RED-ORMIBE 1&TRA YIDLET STEEL POS7 STEEL P05T
L7Q ~-I BTABILIII~D IYPACi REYISTANT W ~ ~ LL S y.n m PLASTIC ~ 1-G)~®~
W~O 4 H~°-° ~H~°„ u~st=,~oJ FILTER FDIC ~
cr°~"' o°aia ~ CHAPEL HILL, NC
H~ . ~ °7+
W ~ W ® ® ~ ~LQ1M
a 8" TO 8" BTRIPEB a'~e" alaz.
TYPICAL ~ ~r ~y t
ALTERNATEC9HHHi EORAPNNi TIRE ®ALLS$T RETIbAEFLECTIYE STRIPE8. ~I~ rt ~
8 ORAPNNs 6 2 YNITE MINIYIM 98" OOI~RINp ENTIRE OYfSIDE BINIBUB EMTEE6tlAL OIA~TER hh~~
88.8°{YAK) TD 85"(YIN) ~ ~ fy~y, v
0: ' '°1 rn o ~
Q P9$4 V- ~ ' ildy`~1 r P" YAx. TYPICAL C4 ~ 9
N BEiBEEN BTRIPEB H ~ e ? 6 Q
W o' P T
J ~ POST T4 BE IN$TALLEQ L@Q
Z ~ 1 1 f l\ ~ / ! J f \ \ s' TTP ® ~ = sLa~IT E~~ waN ~ EXTEN5t0t1 t~ PABRYG Aht1
C ~ G U ~ 0 TIfP tl~ OE OITGH. TIfP ~ DITCH ~ BUSES gSpE A MINIYUY OP SE" SVt'RE zPlTtl TRENCH ~M IhCi7Tli ANO NfTii A MINiIIUN
3® ~ O AH9 FREE ~ ANY GOLORE6 PAINBLACK IN tALOR ~ OF B L]NE iVIREB 4YITN 12" STAY SPACING. C ,F,a
BALLAST COLLAR 8f101Y.D NAYE BDOD CNt1%CT ~ FLOW ~ FILTSi FA9flI~i a xaxi ~o Q~
N a1" YIN. TC P4" YAK. kITN 'i1Ri BARREL FLANf~ AND BALLAST OUTER S a ~ DTAYETER EOBE MUST LAY FLAT NITN ROAD ~AIFACE ~ OF 3s° In luloni ARi fASTEn AAE@ViiTHLY 70 TI1E I!•[RE A8
Gl ~ t~. r1#+j d~ -q a ~OTTAM Of Qlfi(H + 6 ° I#I 1 d ~ OIffECTED 8Y THE ENDE#15ER NO SCALE 'I"' TCH PRCYIDE 8'~U" STEEL POST ON 1lfl ~~e E~1$ION$
~ W SELF FASfEnEa ANGLE STEBI. TYpE. 8s
EENERAL NETE3 ~ ~ ~ VERTICAL S€AMS 8€TYVEEN FA6RIC 9d0 BATE r ~ ~ SEGYIONARENECESSARY,OVBRLAP EROSION CQNTROL ~ ~ ~ .
1-BALLASTING SHALL BE ACNIEIIED BY THE BAND BAG, TIRE•SIDEYAI.L BALIABT, OR PREFORIED IOHIED BABE BALLASTING 6P9RIC BY MINIMUM of 2'-0-. SILT FE NC F
YETfN818. DD NDi PLACE BALLAST ON TOP DF THE DRIM. USE THE TIRE BALLAST AS SPECIFIED BY THE YANUFACTUBEA.
4-IF YECES$ARY PLACE THE NAME OF THE AGENCY, CONTRACTOR, ~ SUPPLIER ON NON-RETINIREFLECTLVE ORI~ BLYIFACEB. SNOW THE LETTER AND NIlYBERB 1 A ININ-AE4ROREFI.ECTiYE COLOR NJD NDT OVER 2" SN NEIGIR.
NEET T OF T !N#:ET 1 ~ T ~ SIFT FE~J~E
1130.4 1130.0 C-DT.01 SCALE; PJ~T.S, ~ G? ~ ~
W~~ti~
. .
tD ~ C? C3
tC ~ ao
C 4 I
ATI N IFI IN TALLATI C DT,OI SCA~E~ PJ,T~S~ a
~A E F H N D GSTS 1 THE ~ L E LAS F I E IDL OF s-
.CHECK IT A LEVEL IF NE FENCE J I a
LL P T 4 FEET APART Ir 2 INSTA G I I I FEE RD APPLICATION . _
t'~
PST 2 FEET DEEP OP 3 INSTALL T I E OF I S CLOSE A s'
4~
P ISLET T FAEI ENA~LII oss I THE F I TREA WATER P E
I ITT I 4 4©„ j l I I ~
T I 5 IT T TIE , LL SPACE I I INCHES
TRRE PROTEC~IOI~ AREA I I I 5 O I, I EAC PUNCTURE ,~,~~~j~'Ca'>~~l
18°
~o Nor ENDER L 1 1 I , ' a TIE L B SII O POST IPP '~o o~~ssio~~-~'r~,.
I P
ono
F
WARNING sIGrJ DETAIL P I LY ~ NOT TO SCALE , THE ITH TIE . r~rrrJ~Q~',,, \~,``1
e, ~~J'~~~~~~l~ti}~~''`~ ~.r
I F F I C F I ALL E
~_.._,,.w PLANT CANOPY, 6RIPLINE .J.~
~ 8' MAX, I T I I F I I ORE CO PA ~EVislaNS DATE
BY THE EPJGINEER T AIhJTED ~ VARIABLE AS DIRECTED 6 STEEL T POST (FAC CRY P 7 ~ ISSUE 1 APRIE 2010
~ GRANGE, UV RESISTAhJT, HIGH - TEPJSILE ~ ISSUE 2 JUEY ~Q~ G
5TREPJGTH, POLY BARRICADE FABRIC ATYPICAL) I I I Exis~tNC PLAI'JT T TIV ULT . S I IM(~E IATEI~
MIN. J2-1~2 GA. LIMIT CF CPJdCPY, ©RIPIJNE LLLLLLL LLLLLL WIRES I I I
T MIN. 10 GA. L L L L L ~ L L L L ITT F HEEL O E T I TEE , ROLLER TI
LINE WIRES mxarD~Tla T A ' I H. ACT T TR I I, A THEN C ID
L L L L L L L L L ORANGE, UV RESISTANT HIGH -TENSILE STREN~
~ L L L L L L L L L L L L POLY BARRICADE FABRIC fiYPIGAL) GTL GF 4 TRIP. TRICE FOR A T GRADE TIP .
STEEL FEPJCE POST
WARPdrNG SrGfJ
„ ~
OTE~ ION FENCE AN VIEW OF PROTEGTIUE FENCING T EE PR T P~ 3 R
C-DT,f~CALE~ N.T.S. JURISDICTION -
ARQUND SINGLE TREE- EXPAND AS NECESSARY
PROJECT f~GR. FTR
LAYOUT ~W~
DRAWING. BY
REVIEWED BY FTR;~W~
DATE APR. 20~ 0
JOB NUMBER 000
TITEE
IT ETIL
SHEET NUMBER
C-DT.1