HomeMy WebLinkAbout20131248 Ver 1_Application_20131202
STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
PAT L. MCCRORY ANTHONY J. TATA
GOVERNOR SECRETARY
December 2, 2013
North Carolina Division of Water Quality
1650 Mail Service Center
Raleigh, NC 27699-1650
ATTN: Mr. Rob Ridings
NCDOT Division 5 Project Coordinator
SUBJECT: Application for Neuse River Riparian Buffer Authorization and North Carolina State
General Permit for Impacts to Isolated and Other Non-404 Jurisdictional Wetlands
and Waters for the I-40/440 Pavement Reconstruction – 3-Lane Maintenance of Traffic
(MOT) Project, Wake County, North Carolina. Federal Aid Project Nos. IMS -040-
4(147)298 and IMS -0440(13), TIP No s. I-5338 and I-5311.
Debit $240.00 from WBS Element No. 46157.1.1
Dear Sir:
The North Carolina Department of Transportation (NCDOT) proposes pavement reconstruction of I-
40/440 from the I-40/US 64 Interchange west of SR 1319 (Jones Franklin Road), continuing along I-
440/US 64 to north of US 64/US 264. During the duration of pavement reconstruction along the I-40
portion of the project, NCDOT will be required to maintain 3 lanes of traffic in both directions during
peak travel times. In order to accommodate this 3-lane maintenance of traffic (MOT) requirement, initial
construction will consist of temporary road widening and permanent bridge widening along the project
corridor. Construction of the road widening, drainage, retaining walls, and bridge widening will be
performed as part of the MOT project. A Neuse River Riparian Buffer Authorization and North Carolina
State General Permit for Impacts to Isolated and Other Non-404 Jurisdictional Wetlands and Waters are
being requested at this time for impacts associated with this work. Subsequent applications/modifications
for Section 404 Nationwide Permits and 401 Water Quality Certifications and requests to modify the
Neuse River Riparian Buffer Authorization will be submitted for the remaining work associated with the
pavement reconstruction as project design progresses.
Please find enclosed the Pre-construction Notification (PCN), U.S. Army Corps of Engineers (USACE)
Jurisdictional Determinations, North Carolina Ecosystem Enhancement Program (EEP) Mitigation
Acceptance Letters, pre-application meeting minutes, permit drawings, buffer drawings, and roadway
design plans for the initial MOT project. A Categorical Exclusion (CE) was completed for I-5338 in
December 2012 and for I-5311 in February 2012.
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
NATURAL ENVIRONMENT SECTION
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
TELEPHONE: 919-707-6100
FAX: 919-212-5785
WEBSITE: WWW.NCDOT.ORG
PHYSICAL ADDRESS:
Century Center - Building B
1020 Birch Ridge Dr
Raleigh, NC 27610-4328
Pre-Construction Notification (PCN) Form
A. Applicant Information
1. Processing
1a. Type(s) of approval sought from the
Corps: Section 404 Permit Section 10 Permit
1b. Specify Nationwide Permit (NWP) number: or General Permit (GP) number:
1c. Has the NWP or GP number been verified by the Corps? Yes No
1d. Type(s) of approval sought from the DWQ (check all that apply):
401 Water Quality Certification – Regular Non-404 Jurisdictional General Permit
401 Water Quality Certification – Express Riparian Buffer Authorization
1e. Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
Yes No
For the record only for Corps Permit:
Yes No
1f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu
fee program.
Yes No
1g. Is the project located in any of NC’s twenty coastal counties. If yes, answer 1h
below.
Yes No
1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? Yes No
2. Project Information
2a. Name of project: I-40/440 Pavement Reconstruction - Maintenance of Traffic (MOT) Project
2b. County: Wake
2c. Nearest municipality / town: Raleigh
2d. Subdivision name: not applicable
2e. NCDOT only, T.I.P. or state
project no: TIP# I-5338 and TIP# I-5311
3. Owner Information
3a. Name(s) on Recorded Deed: North Carolina Department of Transportation
3b. Deed Book and Page No. not applicable
3c. Responsible Party (for LLC if
applicable): not applicable
3d. Street address: 1598 Mail Service Center
3e. City, state, zip: Raleigh, NC 27699-1598
3f. Telephone no.: (919) 707-6136
3g. Fax no.: (919) 212-5785
3h. Email address: jsmason@ncdot.gov
Office Use Only:
Corps action ID no. _____________
DWQ project no. _______________
Form Version 1.3 Dec 10 2008
1
4. Applicant Information (if different from owner)
4a. Applicant is: Agent Other, specify:
4b. Name: not applicable
4c. Business name
(if applicable):
4d. Street address:
4e. City, state, zip:
4f. Telephone no.:
4g. Fax no.:
4h. Email address:
5. Agent/Consultant Information (if applicable)
5a. Name: not applicable
5b. Business name
(if applicable):
5c. Street address:
5d. City, state, zip:
5e. Telephone no.:
5f. Fax no.:
5g. Email address:
2
B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): not applicable
1b. Site coordinates (in decimal degrees): Latitude: 35.753786 Longitude: - 78.644015
(DD.DDDDDD) (-DD.DDDDDD)
1c. Property size: 680 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
proposed project: Crabtree Creek and Walnut Creek
2b. Water Quality Classification of nearest receiving water: C;NSW (Crabtree Lake [Crabtree Creek], Lake Johnson,
& Lake Raleigh [both Walnut Creek] are B;NSW)
2c. River basin: Neuse
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:
Both I-40 and I-440 are classified as Interstate based on the North Carolina Functional Classification System. The project
area consists of maintained NCDOT right-of-way along I-40/440 and is primarily composed of maintained fill slopes,
paved shoulders and interchanges, and forested edges adjacent to the roadway. Land use within the vicinity includes
forested, commercial, industrial, medium- to high-density residential, agricultural, recreational, and infrastructure-related.
3b. List the total estimated acreage of all existing wetlands on the property:
4.9 acres jurisdictional wetland; 0.27 acre non-jursidictional, isolated wetland
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
12,248 LF
3d. Explain the purpose of the proposed project:
The purpose of the pavement reconstruction project is to address deteriorating road conditions by replacing deficient
pavement and road-bed material in order to improve the quality of the road along the project corridor, while still
maintaining traffic during project construction. The purpose of the initial maintenance of traffic (MOT) project is to
complete temporary road widening, drainage, retaining walls, and bridge widening required to maintain 3 lanes of traffic in
both directions along I-40 during peak travel times for the duration of the pavement reconstruction.
3e. Describe the overall project in detail, including the type of equipment to be used:
The North Carolina Department of Transportation (NCDOT) proposes pavement reconstruction of I-40/440 from the I-
40/US 64 Interchange west of SR 1319 (Jones Franklin Road), continuing along I-440/US 64 to north of US 64/US 264.
For the MOT project, the roadway will be temporarily widened approximately 4 feet through grading and paving.
Temporary funnel drains and rip rap pads will be installed during the MOT project. These drains will act as temporary
access devices and will be removed in a few years when the entire pavement reconstruction is completed. All practical
alternatives will be utilized to minimize the project footprint associated with the temporary MOT widening. Standard road
building equipment such as trucks, dozers, and cranes will be used.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
project (including all prior phases) in the past?
Comments: See attachments
Yes No Unknown
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): Jim Mason (I-5311); Elizabeth Workman-
Maurer (I-5338)
Agency/Consultant Company: NCDOT (I-5311); RK&K (I-
5338
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
I-5311 Preliminary JD issued April 19, 2013 and updated on October 2, 2013; I-5338 Approved JD issued on April 1,
2013
3
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.
n/a
6. Future Project Plans
6a. Is this a phased project? Yes No
6b. If yes, explain.
This larger pavement reconstruction project will be completed as three smaller projects. This buffer authorization and
isolated wetland permit request is part of the initial MOT temporary widening project, which will allow NCDOT to maintain
3 lanes of traffic on I-40 during peak travel times throughout the duration of pavement reconstruction. Subsequent Section
404/401 permit applications/modifications and requests to modify the riparian buffer authorization will be submitted for the
remaining two smaller projects when final design on those road sections is complete The remaining smaller projects will
be: 1) Area 3 (from Station 440+00 near the beginning of the I-40/440 interchange east to station 628+60 north of the I-
440/US 264 interchange and 2) Areas 1,2A, 2B beginning at station 19+02 near the I-40/US 1 interchange west to station
444+00 just west of the I-40/440 interchange.
4
C. Proposed Impacts Inventory
1. Impacts Summary
1a. Which sections were completed below for your project (check all that apply):
Wetlands Streams - tributaries Buffers
Open Waters Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
Wetland impact
number –
Permanent (P) or
Temporary (T)
2b.
Type of impact
2c.
Type of wetland
(if known)
2d.
Forested
2e.
Type of jurisdiction
(Corps - 404, 10
DWQ – non-404, other)
2f.
Area of impact
(acres)
Site 1 P T Perm. Fill Basin Wetland Yes
No
Corps
DWQ 0.27
Site 2 P T Yes
No
Corps
DWQ
Site 3 P T Yes
No
Corps
DWQ
Site 4 P T Yes
No
Corps
DWQ
Site 5 P T Yes
No
Corps
DWQ
Site 6 P T Yes
No
Corps
DWQ
2g. Total wetland impacts Perm.: 0.27
Temp.: 0
2h. Comments: No 404 jurisdictional wetland impacts will result from the proposed MOT temporary widening project.
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.
Stream impact
number -
Permanent (P) or
Temporary (T)
3b.
Type of impact
3c.
Stream name
3d.
Perennial
(PER) or
intermittent
(INT)?
3e.
Type of
jurisdiction
(Corps - 404, 10
DWQ – non-404,
other)
3f.
Average
stream
width
(feet)
3g.
Impact length
(linear feet)
Site 1 P T PER
INT
Corps
DWQ
Site 2 P T PER
INT
Corps
DWQ
Site 3 P T PER
INT
Corps
DWQ
Site 4 P T PER
INT
Corps
DWQ
Site 5 P T PER
INT
Corps
DWQ
Site 6 P T PER
INT
Corps
DWQ
3h. Total stream and tributary impacts Perm.: 0
Temp.: 0
3i. Comments: No stream impacts will result from the proposed MOT temporary widening project.
5
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.
Open water
impact number –
Permanent (P) or
Temporary (T)
4b.
Name of
waterbody
(if applicable)
4c.
Type of impact
4d.
Waterbody type
4e.
Area of impact (acres)
O1 P T
O2 P T
O3 P T
O4 P T
4f. Total open water impacts Perm.: 0
Temp.: 0
4g. Comments: No open water impacts will result from the proposed MOT temporary widening project.
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
Pond ID
number
5b.
Proposed use or
purpose of pond
5c.
Wetland Impacts (acres)
5d.
Stream Impacts (feet)
5e.
Upland
(acres)
Flooded Filled Excavat
ed Flooded Filled Excavated Flooded
P1
P2
5f. Total
5g. Comments:
5h. Is a dam high hazard permit required?
Yes No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6
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 any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
Project is in which protected basin?
Neuse Tar-Pamlico Other:
Catawba Randleman
6b.
Buffer impact
number –
Permanent (P) or
Temporary (T)
6c.
Reason for impact
6d.
Stream name
6e.
Buffer
mitigation
required?
6f.
Zone 1 impact
(square feet)
6g.
Zone 2 impact
(square feet)
B1 P T Yes
No
B2 P T Yes
No
B3 P T Yes
No
6h. Total buffer impacts 19,995 29,948
6i. Comments: See the attached buffer impact table for site-by-site impacts.
7
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
For the MOT project, impacts to jurisdictional wetlands and streams have been avoided. The locations of impacts and the
specific side of roadway selected to be widened were carefully chosen to minimze impacts to riparian buffers. Widening
into the median was utilized wherever feasible. All culverts and outlet protection have been redirected outside of existing
buffers and impacts have been limited to areas associated with the widening. Due to the proximity of the man-made,
isolated wetland feature (Wetland WO) within the Hammond Road interchange, avoidance of this feature is not feasible
due to the construction of a temporary ramp associated with the MOT plan and the required drainage improvements
required for final project construction.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Use of Best Management Practices (BMP) and measures will be used to reduce stormwater impacts to receiving waters
and minimize erosion and runoff from the temporary construction sites. All equipment and material staging areas will be
located outside of protected riparian buffers and within uplands.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
impacts to Waters of the U.S. or Waters of the State?
Yes No
If no, explain:
2b. If yes, mitigation is required by (check all that apply): DWQ Corps
2c. If yes, which mitigation option will be used for this
project?
Mitigation bank
Payment to in-lieu fee program
Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: not applicable
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: 0 linear feet
4c. If using stream mitigation, stream temperature: warm cool cold
4d. Buffer mitigation requested (DWQ only): 26,064 square feet
4e. Riparian wetland mitigation requested: 0 acres
4f. Non-riparian wetland mitigation requested: 0 acres
4g. Coastal (tidal) wetland mitigation requested: 0 acres
4h. Comments: n/a
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.
n/a
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6. Buffer Mitigation (State Regulated Riparian Buffer Rules) – required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
Yes No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1 Parallel Impacts 5,601 3 (2 for Catawba) 16,803
Zone 2 Parallel Impacts 6,174 1.5 9,261
6f. Total buffer mitigation required: 26,064
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).
Mitigation will come from EEP. EEP Mitigation Acceptance Letters attached.
6h. Comments:
9
E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified
within one of the NC Riparian Buffer Protection Rules?
Yes No
1b. If yes, then is a diffuse flow plan included? If not, explain why.
Comments: See attached permit drawings. Yes No
2. Stormwater Management Plan
2a. What is the overall percent imperviousness of this project? N/A
2b. Does this project require a Stormwater Management Plan? Yes No
2c. If this project DOES NOT require a Stormwater Management Plan, explain why: A stormwater management plan is not
required in conjuction with the temporary widening associated with the MOT construction. However, a stormwater
management plan will be prepared as part of future permit submittals for the two remaining construction projects
associated with the pavement resconstruction.
2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
n/a
2e. Who will be responsible for the review of the Stormwater Management Plan?
Certified Local Government
DWQ Stormwater Program
DWQ 401 Unit
3. Certified Local Government Stormwater Review
3a. In which local government’s jurisdiction is this project? not applicable
3b. Which of the following locally-implemented stormwater management programs
apply (check all that apply):
Phase II
NSW
USMP
Water Supply Watershed
Other:
3c. Has the approved Stormwater Management Plan with proof of approval been
attached?
Yes No
4. DWQ Stormwater Program Review
4a. Which of the following state-implemented stormwater management programs apply
(check all that apply):
Coastal counties
HQW
ORW
Session Law 2006-246
Other:
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? Yes No n/a
5. DWQ 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? Yes No N/A
5b. Have all of the 401 Unit submittal requirements been met? Yes No N/A
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F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public (federal/state/local) funds or the
use of public (federal/state) land? Yes No
1b. 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
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
Yes No
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.)
Comments:
Yes No
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,
or Riparian Buffer Rules (15A NCAC 2B .0200)?
Yes No
2b. Is this an after-the-fact permit application? Yes No
2c. If you answered “yes” to one or both of the above questions, provide an explanation of the violation(s): n/a
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
additional development, which could impact nearby downstream water quality?
Yes
No
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.
The proposed resurfacing project will modernize and improve existing transportation facilities but will not increase traffic
volumes or result in additional development. Specifically, the MOT temporary widening project is being proposed only to
maintain current traffic volumes during the resurfacing project. Therefore, a detailed indirect or cumulative effects study
will not be necessary.
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.
n/a
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6b. 6c.6d.6e.6f.6g.
Site
Number
TIP #Buffer Impact
Permanent (P) or
Temporary (T)
Reason for ImpactStream nameBuffer
mitigation
required?
Zone 1
impact
(square
feet)
Zone 2
impact
(square
feet
1101I‐5338PRoad Crossing Unnamed Trib to Walnut
Creek (SD)No6491936
1102I‐5338PRoad Crossing Unnamed Trib to Walnut
Creek (SF)No3024266
1501I‐5338PRoad Crossing Unnamed Trib to Walnut
Creek (SK)No01503
2001I‐5338PRoad Crossing Unnamed Trib to Walnut
Creek (SN)No1721127
2201I‐5338PRoad Crossing Unnamed Trib to Walnut
Creek (SQ)No9002914
2301I‐5338PParallel Walnut Creek (SDD)Yes156451
2302I‐5338PRoad Crossing Walnut Creek (SDD)No31401036
2303I‐5338PParallel Walnut Creek (SDD)Yes38894474
2304I‐5338PRoad Crossing Unnamed Trib to Walnut
Creek (SR)No1191927
2305I‐5338PParallel Unnamed Trib to Walnut
Creek (SR)Yes1481649
2601I‐5338PRoad Crossing Unnamed Trib to Walnut
Creek (ST)No55066895
2801I‐5338PRoad Crossing Unnamed Trib to Walnut
Creek (SU)No25281363
3001I‐5338PRoad Crossing Unnamed Trib to Walnut
Creek (SX)No6788
3201I‐5338PRoad Crossing Unnamed Trib to Walnut
Creek (SZ)No01019
1999529948
6i. Comments
6h. Total Buffer Impacts
I‐40/440 Pavement Reconstruction Project
1
MEETING MINUTES
Meeting/Project Name: I40/440 Initial Permit Meeting
Date of Meeting:
(MM/DD/YYYY)
06/28/2013 Time: 10:00 AM US (EST)
Prepared By: Chad Rogers Location: District Drive RE Office ‐ 4005
District Drive, Raleigh
1. Meeting Objective
Kick‐off meeting with Permitting Agencies to discuss schedule and permitting strategies
2. Attendance at Meeting
Name Organization Email
Alan Shapiro NCDOT – Division 5 awshapiro@ncdot.gov
Lonnie Brooks NCDOT – DB lbrooks@ncdot.gov
Ryan Holloway Granite Construction ryan.holloway@gcinc.com
Beth Reed Kimley‐Horn beth.reed@kimley‐horn.com
Dan Robinson Kimley‐Horn dan.robinson@kimley‐horn.com
Chad Rogers RS&H chad.rogers@rsandh.com
Rob Ridings NCDWQ Rob.ridings@ncdenr.gov
Eric Alsmeyer USACE Eric.c.alsmeyer@usace.army.mil
Dennis Jernigan NCDOT – Division 5 dwjernigan@ncdot.gov
Mike Tuszynski Granite Construction Mike.tuszynski@gcinc.com
Chris Murray NCDOT – Division 5 cmurray@ncdot.gov
Jim Mason NCDOT PDEA‐NES jsmason@ncdot.gov
Deanna Riffey NCDOT PDEA‐NES driffey@ncdot.gov
Jason Talley RS&H Jason.talley@rsandh.com
Mark Schwandt Granite Construction Mark.schwandt@gcinc.com
Teresa Bruton NCDOT – DB tbruton@ncdot.gov
Clinton Pruett NCDOT – DB cbpruett@ncdot.gov
Chad Hinnant NCDOT – Division 5 cdhinnant@ncdot.gov
3. Administration
Topic Owner
Introductions All
4. Old Business
Previous Action Items Update /STATUS Owner Due Date
N/A First Meeting with Agencies
5. New Business
Topic
Importance of Partnering – Mike Tuszynski – Mike Tuszynski summarized the Team’s desire to
partner throughout the project. Everyone agreed that partnering to solve and overcome
obstacles is an important step in a successful project.
Project Overview – Dennis Jernigan summarized the recent developments in changing the
scope of the project from the original two-lane MOT requirement to a three-lane MOT
plan. NCDOT desires to maintain the Granite-RS&H Design Build Team’s original end
construction date of August 2016. This meeting has been scheduled so that ideas can be
I‐40/440 Pavement Reconstruction Project
2
developed to help assists the Design-Build Team in mitigating schedule delays due to the
recent scope change. The goal of the meeting is to determine the appropriate approach
to beginning work as soon as possible.
Permit Split – In regards to splitting the permit in order to facilitate schedule (west of the I-
40/440 split), the jurisdictional impacts associated with each permit should be the same as
the impact areas documented in the CE/PCE for each project. However, the project
areas don’t have to coincide for each section as long as there are no jurisdictional
impacts (i.e. if split is extended to the west to account for asphalt plant, etc. and there are
no wetland/stream impacts in that extended area).
Discussions followed:
Agencies have jurisdiction of environmentally sensitive areas. Areas outside these ESAs,
upland areas, are not monitored by the agencies. Any work inside an ESA will need the
proper permits in place prior to beginning work. Any work outside the ESAs, which
continues through the ESAs, is done so at the risk of NCDOT and the Design-Build Team if
the ESA area has not been issued the proper Environmental Permit.
Neuse River riparian buffer limits need to end at the existing transportation facility (ETF) -
(NCDOT maintenance limits -i.e. maintained grass shoulder, where mowing maintenance is
likely to occur; approximately at the shoulder hinge point of fill slopes; and approximately
6’ offset from back of cut ditch slopes). Utilize aerials and field verification (where needed)
to approximate this limit. The extent of the buffers need to be revised on the plans to
reflect the ETF and impact quantities calculated based off of this limit.
Impacts in Preliminary buffer application should be based upon the plan view of the slope
stake limits of traffic control plans.
For Final permit application, include utility impact areas on permit drawings and show all
impacts in one complete permit application; show any impacts associated with temporary
access; utilities (including gas line); E/C.
Final Application will have 2 sets of permit drawings: 1) Stream and Wetland impacts and
2) Neuse buffer impacts
Wetland (WO) located within the Hammond Rd. interchange has been determined to be
“isolated” by the USACE; therefore is not subject to Section 404 permitting but will require
an Isolated Permit from NCDWQ. NCDWQ does not require mitigation for isolated wetland
impacts less than one-acre. Preliminary permit submittal can also include the Isolated
Wetland impact for WO.
Project will likely be authorized under a Nationwide #23 permit – there are no specific
wetland/stream impact thresholds for this nationwide; impacts are considered minor by
the approval of the CE document and if impacts do not exceed those presented in the CE
the project should qualify for authorization under NWP #23.
Evaluate 1.5:1 slopes in impact riparian buffer areas to reduce impacts where feasible,
particularly in areas with parallel buffer impacts. In areas where grading is proposed in
Zone 2; if reforestation plan is proposed (woody shrubs or trees; not grass); NCDWQ would
likely not require buffer mitigation for these impact areas. NCDWQ wants to see a
reforestation detail in permit application for new buffer impacts.
Label non-buffered streams on the plans
Where pipe slip lining is proposed; include temporary stream/buffer impacts for staging
areas up and downstream of the pipes.
I‐40/440 Pavement Reconstruction Project
3
For latex modified overlays – do not allow discharge or runoff into streams; only appears to
be an issue for bridge over Crabtree Creek.
For impact calculations, include an additional 10-foot outside of proposed slope stakes to
account for E/C and clearing measures.
For pre-permit activities, submit Preliminary Buffer Authorization permit to NCDWQ. The
Preliminary Buffer Authorization permit will be submitted based on impacts to Buffer Zones
associated with temporary roadway widening and permanent bridge widening to
facilitate a 3-lane MOT scheme. This permit will be acquired which will only show impacts
to Buffer Zones. The DB Team does not anticipate any additional impacts to
Environmentally Sensitive Areas beyond those anticipated for the original scope of work
based on the I-5311 and I-5338 CE Documents. The DB Team and NCDOT will meet
separately to determine the best course of action to assure the impacts stated in the
Preliminary Buffer Authorization permit are an accurate representation of the temporary
work to be performed.
Once final roadway design and drainage plans are completed for entire project, submit a
Final/Modified permit submittal for all temporary and permanent wetland/stream impacts,
as well as any additional riparian buffer impacts that were not accounted for in Preliminary
permit submittal. The final permit application should include a stormwater plan as well as
any impacts associated with utilities (including gas line).
Preliminary and final permit application package should be reviewed by Chris Murray (Div.
5 Environmental Supervisor) and Jim Mason (NES-Permit PM) prior to submittal to agencies.
Prior to submittal of the Preliminary Buffer Authorization permit, a pre-application meeting
with NCDWQ (Rob Ridings) is recommended to streamline the permit review time and
resolve any questions.
Permitting agencies prefers to reduce the number of preformed scour holes proposed by
the Design-Build Team. Only use these type of pipe outlet treatments when outfalling near
an ESA and other outfall treatments are not practical.
6. Action Items
Action Owner Due Date
NCDOT to verify the current wet file is the latest file NCDOT 7/5/13
Design‐Build Team to verify and adjust Buffer Zone limits per discussions DB Team Prior to Permit
Submittal
8. Next Meeting (if applicable)
Date: (MM/DD/YYYY) No immediate Agency
meeting scheduled
Time: Location:
Objective:
I‐40/440 Pavement Reconstruction Project
1
MEETING MINUTES
Meeting/Project Name: I40/440 Preliminary Buffer Authorization Permit Meeting
Date of Meeting:
(MM/DD/YYYY)
08/23/2013 Time: 9:00 AM US (EST)
Prepared By: Beth Reed Location: Granite Project Office ‐ Raleigh
1. Meeting Objective
Review Preliminary Buffer Authorization permit drawings and discuss temporary/permanent impact approach to reach concurrence
and streamline NCDOT and NCDWQ permit review.
2. Attendance at Meeting
Name Organization Email
Rob Ridings NCDWQ Rob.ridings@ncdenr.gov
Chris Murray NCDOT – Division 5 cmurray@ncdot.gov
Rachelle Beauregard NCDOT‐ NES rbeauregard@ncdot.gov
Beth Reed Kimley‐Horn beth.reed@kimley‐horn.com
Dan Robinson Kimley‐Horn dan.robinson@kimley‐horn.com
Joel Madden RS&H joel.madden@rsandh.com
Bryan Vickery Kimley‐Horn bryan.vickery@kimley‐horn.com
Mike Tuszynski Granite Construction Mike.tuszynski@gcinc.com
Chad Hinnant NCDOT – Division 5 cdhinnant@ncdot.gov
3. Administration
Topic Owner
N/A
4. Old Business
Previous Action Items Update /STATUS Owner Due Date
N/A First meeting with NCDOT, NCDWQ and USACE on
6/13/13 – discussion of expedited preliminary buffer
permit for temporary widening to facilitate MOT
5. New Business
Topic
Hydro/Roadway Design Sections – Dan Robinson explained that the hydrologic design for
the project was being done by KHA and RS&H and that the design split occurs on Sheet 24
at station 320+00 (RS&H design from the beginning of the project at I-40/US 1 interchange
to station 320+00 and KHA from the bridge to the end of the project beyond Crabtree
Creek – station 645+00). Dan assured NCDOT and NCDWQ that the permit drawings and
impact quantities would be consistently presented in the permit submittal.
Proposed Widening – D. Robinson discussed that the widening and drainage proposed in
the Preliminary Buffer Authorization permit submittal were temporary and associated with
the 3 land Maintenance of Traffic (MOT) plan. It was explained that the proposed funnel
drains (NCDOT standard 820.01) would be utilized in conjunction with temporary 12”
corrugated slope drain pipe for erosion control and MOT drainage but the pipes would
ultimately be removed (although they could be in place for +/- 1 year).
I‐40/440 Pavement Reconstruction Project
2
Discussions followed:
Beth Reed questioned NCDOT/NCDWQ regarding how they wanted to see the buffer
impacts associated with the funnel drains and their riprap outlet pads presented in the
buffer authorization application (temporary or permanent impact). Chris Murray indicated
that buffer impacts should not be separated by temporary or permanent impact; rather
just quantified as an impact. Questions were raised by NCDOT and NCDWQ regarding
how the pipes could be installed without clearing within the buffers. Joel Madden
explained that the pipes are flexible 12” HDPE that would be placed on top of the ground
surface only requiring minimal hand clearing for installation. Brian Vickery confirmed that
the each pipe would drain < 1/10th acre with an average flow of 0.5 cfs with an estimated
velocity of 13 ft/sec which would require the riprap pads to prevent erosion. The pipes
would need to outlet at the toe of the slopes. J. Madden explained that the amount of
riprap for each pipe would be minimal and would be installed using a Gator or similar
equipment. These outfall locations will be designated with ID numbers with the following
format, “T-sheet #-1”, for example, on sheet 1, the outfalls will be labeled as T-1-1, T-1-2,
etc. and on sheet 2 the outfalls will be labeled as T-2-1, T-2-2, etc.
Rob Ridings confirmed that NCDWQ would not consider the funnel drains as an impact to
the buffer but that square footage of riprap for each pipe should be quantified and
considered as a buffer impact.
Chris Murray suggested that KHA/RS&H use hatching in the final permit submittal to
indicate “previously permitted impact areas” so it would be clear to the reviewer which
areas were authorized under the Preliminary permit versus the final permit. This will prevent
double counting impacts.
Rob Ridings confirmed that no stormwater management plan would be required for the
Preliminary Buffer Authorization application but that it would be required as part of the final
permit submittal. He also confirmed that the funnel drains, because of their temporary
nature, would not be considered new stormwater conveyances in the buffers.
Rob Riding also indicated that impact ID #s should be per stream and that the same ID #
should be used for impacts at drainage structure inlets and outlets. If impact areas extend
onto two sheets, the ID label should be for the sheet that the area was first shown.
Rachelle Beauregard question KHA/RS&H’s use of sheet numbers as buffer impact ID’s
since it is not NCDOT’s standard numbering protocol (typically use Site 1, Site 2, etc.).
While R. Beauregard was concerned that the numbering system being used for this
application is not standard NCDOT protocol, she agreed to the modified system noting
that it would benefit others overseeing/reviewing the project by helping differentiate
preliminary impacts and final impacts. R. Ridings and C. Murray agreed that the sheet
number identification was the best approach considering we would have separate permit
packages for the Preliminary Buffer impacts and the final permit.
Include Work Breakdown Structure (WBS) #’s in the permit application
It was confirmed that NCDOT would be the applicant and that they would transmit the
permit application to NCDWQ and the USACE (electronically)
D. Robinson indicated the critical schedule for the Preliminary Buffer review and that the
draft permit application submittal was scheduled to be submitted to NCDOT on 09/20/13
I‐40/440 Pavement Reconstruction Project
3
with the goal of the submittal going to NCDWQ on 9/30/13. NCDOT and NCDWQ agreed
to expedite their reviews as much as possible. It was agreed that Granite should submit a
hard copy of the Preliminary Buffer application including pink slip transmittal, to Lonnie
Brooks. L. Brooks will route the application to C. Murray and R. Beauregard (NES) for
review. NES will ultimately to transmit the application to NCDWQ. However, in order to
help expedite the NCDOT review, it was suggested that concurrent with Granite’s
submittal of the hard copy application, an electronic copy should be sent to C. Murray
and R. Beauregard with L. Brooks copied on the transmittal.
The permit drawings should show all areas with pipes/outlet pads within 50’ of an ESA,
even if the areas are not impacted (including funnel drains in buffers) to help NCDOT with
compliance reviews. Add a general note to the plans to indicate that all the sheets
included do not have impact sites but are included for compliance field reviews.
Due to there being a Preliminary and final permit submittal; NCDOT suggested that their
typical permit drawing sheet numbering (i.e. 1 of 6) be left off of the permit drawings.
NCDOT will submit a courtesy copy of the Preliminary Buffer Authorization permit package
to Eric Alsmeyer (USACE).
C. Murray requested another project team meeting (no agency representatives) prior to
the final interagency permit meeting (planned for 10/17/13) to discuss the presentation of
impacts in the final permit.
D. Robinson noted that construction was scheduled to begin in Area 3 in Jan. 2014 and in
Area 2 in March 2014 and that each section would have its own final permit submittal. It is
anticipated that two separate interagency meetings will be held prior to each permit
submittal. C. Murray noted that L. Brooks should get on the interagency meeting
schedule by mid-September in order to get on the 10/17/13 agenda.
Specific Comments on Permit Drawings:
Permit cover sheet: Spell out Maintenance of Traffic (MOT) in title for permit reviewers;
confirm Sites 0801 and 0802 are either missing from permit sheets or impacts have been
avoided; either way, if ESA is located on sheet, it should be included in permit drawings.
For all Permit Sheets: Funnel drains and associated riprap pads should be located at least
10’ from buffers/ESAs to ensure no impacts; Division 5 Environmental Supervisors will need to
field verify locations of pipes and riprap pads; contractors should GPS end of pipe outlets
or set stake at outlets. No orange fencing is required if pipes/pads are located outside the
buffers; if within buffers orange fencing will be required.
Sheet 11 - number downstream impact site 1102 (near station 105+13.28); renumber
downstream site (at station 114+50.00) from 1104to 1103; upstream – angle pipe at Site
1103 (downstream) so that pipe and riprap pad is located 10’outside of buffer.
Sheet 12 – renumber site from 1104 to 1103; angle funnel drain pipe and riprap so that it
outlets straight into the ditch.
Sheet 15 – Site 1501 (upstream); eliminate pipe junction, consider dual parallel pipes with
outlets outside of buffers; make sure pipes are 10’ offset from buffers; (downstream);
renumber site from 1502 to 1501; rotate pipes to be 10’ outside of buffers; for all pipes that
outlet near jurisdictional streams a note needs to be added to the permit plans stating “Do
not extend riprap pad below top of bank/ordinary high water mark (OHWM) of stream. C.
Murray emphasized that the USACE would have to get involved if there are any
I‐40/440 Pavement Reconstruction Project
4
temp/permanent stream or wetland impacts proposed. The USACE cannot approve a
Preliminary permit and that would impact the proposed construction schedule.
Sheet 17 – Site 1701; remove pipe junction, consider dual parallel pipes with outlets outside
buffers; if joints are required within a buffer consider wrapping joints to prevent indirect
discharge into buffer; pipe at approximate station 206+00 needs to be moved 10’ outside
of buffer or extend pipe so that riprap is 10’outside of buffer.
Sheet 22 – all pipes/riprap pads need to be rotated or shortened to stay outside of
wetlands; wetland boundaries need to be staked in the field. Note needs to be added to
plans indicated impacts cannot occur in wetlands and contractor may need to install
additional energy dissipater device (as directed by engineer) to ensure no indirect scour
impacts to wetlands. Add note to plans that displays the average cfs for the drainage
pipes for USACE information. Remove pipe junction and move all pipes outlets outside of
buffers. Renumber downstream site from 2202 to 2201.
Sheet 26 – Stream TOB is approximated; update TOB survey asap; eliminate pipe impact
area hatching since pipes will not be considered impact; relocate pipes and outlets
10’outside of buffers; surveyor should include staking/labeling #s for all outlets located
within 50’ of ESAs, suggested labeling i.e. T26-1, T26-2, etc. These labels should be included
on the permit drawings.
Sheet 28 – Site 2801 would be “bridge” impact; need updated survey and impact area for
construction; realign pipe outside of buffer to get 10’ offset.
Sheet 30 – no comments
Buffer Impact Summary - For the Buffer Impact Summary table, there is one bridge impact
(sheet 28) and the remaining impacts would be considered road crossings. All impacts
would be considered “allowable” (less than 150’ and 1/3 acre).
6. Action Items
Action Owner Due Date
Meet with Hydro group to review permit drawings prior to submittal to NCDOT on
9/20/13.
DB Team Prior to 9/20/13
Coordinate with L. Brooks to get on 10/17/13 interagency meeting schedule by
mid‐ Sept.
DB Team
8. Next Meeting (if applicable)
Date: 09/09/2013 Meet with NCDOT‐
Hydro group to review
permit drawings
Time:
1:00pm Location:
NCDOT‐ TPMU Pamlico
Conference Room
Objective:
Copyright (C) 2009 MyTopo
078° 44' 00.00" W
078° 44' 00.00" W
078° 40' 00.00" W
078° 40' 00.00" W
078° 36' 00.00" W
078° 36' 00.00" W
035°
49'
00.00"
N
035°
49'
00.00"
N
035°
48'
00.00"
N
035°
48'
00.00"
N
035°
47'
00.00"
N
035°
47'
00.00"
N
035°
46'
00.00"
N
035°
46'
00.00"
N
035°
45'
00.00"
N
035°
45'
00.00"
N
035°
44'
00.00"
N
035°
44'
00.00"
N
SCALE 1:50000
0 10000 20000 30000
FEET Np
Hand Existing Existing
Permanent Temp. ExcavationMechanized ClearingPermanent Temp. ChannelChannelNatural
Site Station Structure Fill In Fill In in Clearing in SW SW Impacts Impacts Stream
No.(From/To)Size / Type Wetlands Wetlands Wetlandsin Wetlands Wetlands impacts impactsPermanentTemp.Design
(ac)(ac)(ac)(ac)(ac)(ac)(ac)(ft)(ft)(ft)
2501339+21/340+83 -L1-FILL 0.27*
TOTALS:0.27
*Wetland (WO) is an isolated wetland
ATN Revised 3/31/05 SHEET 1 of 1 11/14/2013
DIVISION OF HIGHWAYS
WAKE COUNTY
WBS - 46265.3.1 (I-5338/I-5311)
WETLAND PERMIT IMPACT SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
NC DEPARTMENT OF TRANSPORTATION
Copyright (C) 2009 MyTopo
078° 44' 00.00" W
078° 44' 00.00" W
078° 40' 00.00" W
078° 40' 00.00" W
078° 36' 00.00" W
078° 36' 00.00" W
035°
49'
00.00"
N
035°
49'
00.00"
N
035°
48'
00.00"
N
035°
48'
00.00"
N
035°
47'
00.00"
N
035°
47'
00.00"
N
035°
46'
00.00"
N
035°
46'
00.00"
N
035°
45'
00.00"
N
035°
45'
00.00"
N
035°
44'
00.00"
N
035°
44'
00.00"
N
SCALE 1:50000
0 10000 20000 30000
FEET Np
ROAD
CROSSING BRIDGE PARALLEL
IMPACT
ZONE 1
(ft2)
ZONE 2
(ft2)
TOTAL
(ft2)
ZONE 1
(ft2)
ZONE 2
(ft2)
TOTAL
(ft2)
ZONE 1
(ft2)
ZONE 2
(ft2)
1101 ROADWAY 102+25 to 103+45 -L1-X 649 1936 2585
1102 ROADWAY 113+60 to 116+10 -L1-X 302 4266 4568
1501 ROADWAY 176+05 to 177+70 -L1-X 0 1503 1503
2001 ROADWAY 238+90 to 240+10 -L1-X 172 1127 1299
2201 ROADWAY 285+65 to 287+40 -L1-X 900 2914 3814
2301 ROADWAY 295+95 to 299+25 -L1-X 1564 51 1615
2302 ROADWAY 301+20 to 304+30 -L1-X 3140 1036 4176
2303 ROADWAY 305+10 to 316+30 -L1-X 3889 4474 8363
2304 ROADWAY 302+10 to 305+10 -L1-X 1191 927 2118
2305 ROADWAY 306+05 to 314+35 -L1-X 148 1649 1797
2601 ROADWAY 365+48 to 366+70 -L1-X 5506 6895 12401
2801 ROADWAY 387+63 to 388+41 -L1-X 2528 1363 3891
3001 ROADWAY 438+03 to 439+00 -L1-X 6 788 794
3201 ROADWAY 457+50 to 458+29
-L2RT-X 0 1019 1019
TOTAL:14394 23774 38168 5601 6174 11775
SHEET 1 OF 1
PROJECT: 46265.3.1 (I5338/I5311)
11/14/2013
N.C. DEPT. OF TRANSPORTATION
DIVISION OF HIGHWAYS
WAKE COUNTY
IMPACT
BUFFER IMPACTS SUMMARY
TYPE
SITE NO.
STRUCTURE SIZE /
TYPE
STATION
(FROM/TO)
ALLOWABLE MITIGABLE
BUFFER
REPLACEMENT
Rev. May 2006
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Detail C - Special Cut Base Ditch Ditch RangeStationElevationOffset 247+50-250+21L1 247+50.00 RT269.6291.06 L1 248+50.00 RT268.5187.37 L1 249+50.00 RT267.1087.29 L1 250+25.00 RT266.1786.21 276+72-276+00L1 276+72.00 RT249.9788.04 L1 276+00.00 RT249.6187.98 277+25-276+74L1 277+25.00 LT253.94-90.90 L1 276+74.00 LT253.61-94.75
StationAlignmentLocationDeck Drain size (FT)345+04-L1-Lt0.5 345+01-L1-Lt0.5 344+98-L1-Lt0.5 344+95-L1-Lt0.5 344+92-L1-Lt0.5 344+89-L1-Lt0.5 344+86-L1-Lt0.5 344+83-L1-Lt0.5 344+80-L1-Lt0.5 344+77-L1-Lt0.5 344+74-L1-Lt0.5 344+71-L1-Lt0.5 344+68-L1-Lt0.5 344+65-L1-Lt0.5 344+62-L1-Lt0.5 344+59-L1-Lt0.5 344+56-L1-Lt0.5 344+53-L1-Lt0.5 343+90-L1-Lt0.5 343+87-L1-Lt0.5 343+84-L1-Lt0.5 343+80-L1-Lt0.5 343+77-L1-Lt0.5 343+74-L1-Lt0.5 343+71-L1-Lt0.5 343+08-L1-Lt0.5 343+05-L1-Lt0.5 343+02-L1-Lt0.5 342+99-L1-Lt0.5 342+96-L1-Lt0.5 342+93-L1-Lt0.5 342+90-L1-Lt0.5 342+87-L1-Lt0.5 342+84-L1-Lt0.5 342+81-L1-Lt0.5 342+78-L1-Lt0.5 342+75-L1-Lt0.5 342+72-L1-Lt0.5 342+69-L1-Lt0.5 Deck Drains Required on Bridge =39Hammond Road Bridge (West Bound)StationAlignmentLocationDeck Drain size (FT)366+90-L1-Rt0.5 366+99-L1-Rt0.5 367+08-L1-Rt0.5 367+17-L1-Rt0.5 367+26-L1-Rt0.5 367+81-L1-Rt0.5 367+90-L1-Rt0.5 367+99-L1-Rt0.5 368+34-L1-Rt0.5 Deck Drains Required on Bridge =9Hadley Road Bridge (East Bound)StationAlignmentLocationDeck Drain size (FT)366+69-L1-Lt0.5 366+75-L1-Lt0.5 366+81-L1-Lt0.5 366+87-L1-Lt0.5 366+93-L1-Lt0.5 366+99-L1-Lt0.5 367+05-L1-Lt0.5 367+11-L1-Lt0.5 367+17-L1-Lt0.5 367+71-L1-Lt0.5 367+77-L1-Lt0.5 367+83-L1-Lt0.5 367+89-L1-Lt0.5 367+95-L1-Lt0.5 368+01-L1-Lt0.5 Deck Drains Required on Bridge =15Hadley Road Bridge (West Bound)
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LOCATION (LT, RT, OR CL)'
STRUCTURE NO.
TOP ELEVATION
INVERT ELEVATION
INVERT ELEVATION
SLOPE CRITICAL
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& UNDER)G.D.I. STEEL FRAME AND GRATE STD. 840.37 STEEL D.I. STD. 840.14 OR STD. 840.15 D.I. FRAME AND GRATE STD. 840.16 G.D.I. TYPE "A" STD. 840.17 OR 840.26 G.D.I. TYPE "B" STD. 840.18 OR 840.27
***" RC PIPE CULVERTS, CONTRACTOR DESIGN
15" SIDE DRAIN PIPE
18" SIDE DRAIN PIPE
EN
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QUANTITIES
FOR DRAINAGE
STRUCTURES
*TOTAL L.F. FOR PAY
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C.B. STD. 840.01 OR STD. 840.02
CONCRETE TRANSITIONAL
SECTION
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** " R.C. PIPE (CLASS V)
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CONC. COLLARS CL. "B" C.Y. STD. 840.72 PIPE REMOVAL LIN. FT.ABBREVIATIONS B.D.O. BERM DRAINAGE OUTLET STD. 850.11 T.B.G.D.I. TRAFFIC BEARING GRATED DROP INLET STD. 840.35 IRON G.D.I. FRAME WITH TWO GRATES STD. 840.29 NARROW/FLAT CONVERT EXISTING DI TO BLIND T.B.J.B. SIDE DRAIN PIPE ELBOWS NO. & SIZE CONC. & BRICK PIPE PLUG, C.Y. STD. 840.71 G.D.I. TYPE "D" STD. 840.19 OR 840.28 G.D.I. FRAME WITH TWO GRATES STD. 840.20 WIDE/FLAT T.B.J.B. TRAFFIC BEARING JUNCTION BOX STD. 840.34 G.D.I. FRAME WITH TWO GRATES STD. 840.22 WIDE/SAG G.D.I. (N.S.) FRAME WITH TWO GRATES STD. 840.24 NARROW/SAG M.H. FRAME AND COVER STD. 840.54 J.B. STD. 840.31 OR 840.32 T.B.G.D.I. TRAFFIC BEARING GRATED DROP INLET STD. 840.36 STEEL
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152135581.292
S
T
A
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N
LOCATION (LT, RT, OR CL)'
STRUCTURE NO.
TOP ELEVATION
INVERT ELEVATION
INVERT ELEVATION
SLOPE CRITICAL
S
I
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E
D
R
A
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P
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(R
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FROM
TO
12
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1
5
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2
4
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.064
30
'
'
3
6
'
'
4
2
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'
4
8
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DO NOT USE RCP
DO NOT USE CSP
12
'
'
1
5
'
'
1
8
'
'
2
4
'
'
3
0
'
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18
'
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3
6
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2
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'
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1
2
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'
G.D.I. STEEL FRAME AND GRATE STD. 840.37 STEEL D.I. STD. 840.14 OR STD. 840.15 D.I. FRAME AND GRATE STD. 840.16 G.D.I. TYPE "A" STD. 840.17 OR 840.26 G.D.I. TYPE "B" STD. 840.18 OR 840.27
TY
P
E
O
F
GR
A
T
E
***" RC PIPE CULVERTS, CONTRACTOR DESIGN
15" SIDE DRAIN PIPE
18" SIDE DRAIN PIPE
EN
D
W
A
L
L
S
QUANTITIES
FOR DRAINAGE
STRUCTURES
*TOTAL L.F. FOR PAY
QUANTITY SHALL BE COL.
'A' + (1.3 X COL.'B')
C.B. STD. 840.01 OR STD. 840.02
B
CU
.
Y
A
R
D
S
R.C.P.
C.S.P.
5.0' THRU 10.0'
10.0' AND ABOVE
CONCRETE TRANSITIONAL
SECTION
FR
A
M
E
,
GR
A
T
E
S
,
AN
D
H
O
O
D
S
T
A
N
D
A
R
D
84
0
.
0
3
A
DO NOT USE CAAP
DO NOT USE HDPE
12
'
'
1
5
'
'
1
8
'
'
2
4
'
'
.064
.064
.064
** " R.C. PIPE (CLASS V)
***" RC PIPE CULVERTS, CONTRACTOR DESIGN
42
'
'
4
8
'
'
R
.
C
.
P
I
P
E
C
L
A
S
S
I
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.
C
.
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C
L
A
S
S
I
V
36
'
'
15
'
'
CONC. COLLARS CL. "B" C.Y. STD. 840.72 PIPE REMOVAL LIN. FT.ABBREVIATIONS
S
T
D
.
8
3
8
.
0
1
83
8
.
1
1
O
R
S
T
D
.
8
3
8
.
8
0
(U
N
L
E
S
S
NO
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H
E
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W
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)
C.B.N.D.I.D.I.G.D.I.G.D.I.(N.S.)J.B.M.H.T.B.D.I.T.B.J.B.CATCH BASIN NARROW DROP INLET DROP INLET GRATED DROP INLET (NARROW SLOT)JUNCTION BOX MANHOLE TRAFFIC BEARING DROP INLET TRAFFIC BEARING JUNCTION BOX
PER EACH (0' THRU 5.0')
LI
N
.
F
T
.
DROP INLET
CATCH BASIN
B.D.O. BERM DRAINAGE OUTLET STD. 850.11 T.B.G.D.I. TRAFFIC BEARING GRATED DROP INLET STD. 840.35 IRON G.D.I. FRAME WITH TWO GRATES STD. 840.29 NARROW/FLAT CONVERT EXISTING DI TO BLIND T.B.J.B. SIDE DRAIN PIPE ELBOWS NO. & SIZE CONC. & BRICK PIPE PLUG, C.Y. STD. 840.71 G.D.I. TYPE "D" STD. 840.19 OR 840.28 G.D.I. FRAME WITH TWO GRATES STD. 840.20 WIDE/FLAT T.B.J.B. TRAFFIC BEARING JUNCTION BOX STD. 840.34 G.D.I. FRAME WITH TWO GRATES STD. 840.22 WIDE/SAG G.D.I. (N.S.) FRAME WITH TWO GRATES STD. 840.24 NARROW/SAG M.H. FRAME AND COVER STD. 840.54 J.B. STD. 840.31 OR 840.32 T.B.G.D.I. TRAFFIC BEARING GRATED DROP INLET STD. 840.36 STEEL CONVERT EX. D.I. TO BLIND T.B.J.B.EXTEND EXISTING PIPE TO TIE TO STR.; INSTALL FALSE SUMP EXTEND EXISTING PIPE TO TIE TO STR.; INSTALL FALSE SUMP TIE TO EX. 30" CMPREMARKSTIE TO EX. D.I. (STR. 0502)T.B.G.D.I. STD. 840.35; INSTALL FALSE SUMP TIE TO EX. D.I. (STR. 0604)ADJUST EXISTING DI INVERT TO ELEVATION LISTED ADJUST EXISTING DI INVERT TO ELEVATION LISTED; TIE PROP. PIPE INTO STR.T.B.G.D.I. STD. 840.35; INSTALL FALSE SUMP T.B.G.D.I STD. 840.36 T.B.G.D.I STD. 840.35T.B.G.D.I STD. 840.36TIE TO EX. D.I. (STR. 0705)CONVERT EX. D.I. TO BLIND T.B.J.B.T.B.G.D.I STD. 840.36 T.B.G.D.I STD. 840.36T.B.G.D.I STD. 840.36; TIE TO EX. 24" RCP CONVERT EX. D.I. TO T.B.J.B.W/MH T.B.G.D.I STD. 840.35; INSTALL FALSE SUMP TIE TO EX. D.I. (STR. 1010); INVERTS ASSUMED CONVERT EX. D.I. TO BLIND T.B.J.B.TIE TO EX. D.I. (STR. 1202)ADJUST EXISTING DI INVERT TO ELEVATION LISTEDTIE TO EX. D.I. (STR. 1001)CONVERT EX. D.I. TO BLIND T.B.J.B.EXTEND EXISTING PIPE TO TIE TO STR.T.B.G.D.I STD. 840.35; TIE TO EX. D.I. (STR. 1007)CONVERT EX. D.I. TO BLIND T.B.J.B.CONVERT EX. D.I. TO BLIND T.B.J.B.TIE TO EX. D.I. (STR. 1402)CONVERT EX. D.I. TO BLIND T.B.J.B.TIE TO EX. D.I. (STR. 1604)T.B.G.D.I. STD. 840.35; INSTALL FALSE SUMP
R
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& UNDER)
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T
A
T
I
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N
LOCATION (LT, RT, OR CL)'
STRUCTURE NO.
TOP ELEVATION
INVERT ELEVATION
INVERT ELEVATION
SLOPE CRITICAL
S
I
D
E
D
R
A
I
N
P
I
P
E
(R
C
P
,
C
S
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,
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.
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.
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** " R.C. PIPE (CLASS V)
***" RC PIPE CULVERTS, CONTRACTOR DESIGN
G.D.I. FRAME WITH TWO GRATES STD. 840.29 NARROW/FLAT CONVERT EXISTING DI TO BLIND T.B.J.B. SIDE DRAIN PIPE ELBOWS NO. & SIZE CONC. & BRICK PIPE PLUG, C.Y. STD. 840.71 G.D.I. TYPE "D" STD. 840.19 OR 840.28 G.D.I. FRAME WITH TWO GRATES STD. 840.20 WIDE/FLAT G.D.I. FRAME WITH TWO GRATES STD. 840.22 WIDE/SAG G.D.I. (N.S.) FRAME WITH TWO GRATES STD. 840.24 NARROW/SAG M.H. FRAME AND COVER STD. 840.54 J.B. STD. 840.31 OR 840.32 T.B.G.D.I. TRAFFIC BEARING GRATED DROP INLET STD. 840.36 STEEL G.D.I. STEEL FRAME AND GRATE STD. 840.37 STEEL CONC. COLLARS CL. "B" C.Y. STD. 840.72 PIPE REMOVAL LIN. FT.ABBREVIATIONS B.D.O. BERM DRAINAGE OUTLET STD. 850.11 T.B.G.D.I. TRAFFIC BEARING GRATED DROP INLET STD. 840.35 IRON G.D.I. TYPE "A" STD. 840.17 OR 840.26
***" RC PIPE CULVERTS, CONTRACTOR DESIGN
15" SIDE DRAIN PIPE
18" SIDE DRAIN PIPE
EN
D
W
A
L
L
S
G.D.I. TYPE "B" STD. 840.18 OR 840.27
C.B. STD. 840.01 OR STD. 840.02
CONCRETE TRANSITIONAL SECTION
FR
A
M
E
,
GR
A
T
E
S
,
AN
D
H
O
O
D
S
T
A
N
D
A
R
D
84
0
.
0
3
QUANTITIES
FOR DRAINAGE
STRUCTURES
*TOTAL L.F. FOR PAY
QUANTITY SHALL BE COL.
'A' + (1.3 X COL.'B')
D.I. STD. 840.14 OR STD. 840.15 D.I. FRAME AND GRATE STD. 840.16
S
I
Z
E
TH
I
C
K
N
E
S
S
OR
G
A
U
G
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E
F
G
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1
8
6
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3
8
L
T
1
6
0
4
3
6
3
.
7
8
1
L1
1
9
0
+
6
7
L
T
1
6
0
6
3
5
7
.
2
8
1
11
L1
1
9
0
+
6
8
L
T
1
6
0
7
0.399
LT
1
6
0
6
1
6
0
7
3
5
4
.
1
1
3
5
4
.
0
8
6
L1
2
4
6
+
0
8
R
T
2
0
0
2
2
7
2
.
0
0
1
11
L1
2
5
0
+
2
5
R
T
2
0
0
5
2
6
6
.
7
5
1
11
20
0
5
2
0
0
6
2
6
4
.
0
8
2
6
4
.
0
3
12
L1
2
5
0
+
4
0
R
T
2
0
0
6
2
6
6
.
4
8
1
L1
2
7
4
+
8
4
L
T
2
1
0
1
2
5
4
.
0
0
L1
2
7
6
+
7
2
L
T
2
1
0
2
2
5
3
.
6
1
L1
2
7
6
+
0
0
R
T
2
1
0
3
2
4
9
.
6
1
RP
7
C
1
5
+
4
8
R
T
2
2
1
3
2
6
4
.
6
0
1
11
22
1
3
2
2
1
4
2
6
1
.
6
0
2
4
5
.
0
0
1
0
5
RP
7
C
1
8
+
3
3
R
T
2
2
1
5
2
6
9
.
4
0
1
11
22
1
5
2
2
1
6
2
6
5
.
5
3
2
4
0
.
0
0
6
1
L1
3
4
5
+
7
6
L
T
2
5
0
3
2
7
6
.
4
1
11
25
0
3
2
5
0
2
2
7
2
.
4
1
2
7
2
.
0
1
20
L1
3
4
5
+
5
2
L
T
2
5
0
2
2
7
6
.
0
8
1
11
25
0
2
O
U
T
2
7
2
.
0
1
2
3
4
.
0
3
7
7
2 @ 18"
L1
3
4
7
+
9
5
L
T
2
5
1
2
2
7
8
.
6
0
1
11
25
1
2
O
U
T
2
7
4
.
6
0
2
5
4
.
0
0
6
9
2 @ 15"
R
P
9
C
T
1
1
+
9
2
L
T
2
5
1
3
2
4
1
.
0
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11
25
1
3
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X
D
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2
3
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2
5
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9
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2
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4
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2
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60
L1
3
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6
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1
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U
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2
6
6
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0
0
2
6
0
.
4
3
4
7
2 @ 15"
L1
3
5
8
+
5
0
L
T
2
5
1
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3
9
9
CONVERT EX. D.I. TO BLIND T.B.J.B.SURVEY FOR EX. D.I. NOT AVAILABLE, FIELD VERIFY C.B. STD. 840.01 E J.B. STD. 840.31 T.B.G.D.I. STD. 840.36T.B.G.D.I. STD. 840.35; TIE TO EX. 30" RCP; INSTALL FALSE SUMP T.B.G.D.I. STD. 840.35 TIE TO EX. D.I. (STR. 2006)CONVERT EX. D.I. TO BLIND T.B.J.B.ADJUST EXISTING DI INVERT TO ELEVATION LISTED ADJUST EXISTING DI INVERT TO ELEVATION LISTED ADJUST EXISTING DI INVERT TO ELEVATION LISTED T.B.G.D.I. STD. 840.36 T.B.G.D.I. STD. 840.36 T.B.G.D.I. STD. 840.36 T.B.G.D.I. STD. 840.36 T.B.G.D.I. STD. 840.36T.B.G.D.I. STD. 840.36 G.D.I. STD. 840.27 SURVEY FOR EX. D.I. NOT AVAILABLE, FIELD VERIFY T.B.G.D.I. STD. 840.35
TO
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12
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2
4
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15
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4
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.064
30
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15
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.109
.109
S
T
A
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LOCATION (LT, RT, OR CL)'
STRUCTURE NO.
TOP ELEVATION
INVERT ELEVATION
INVERT ELEVATION
SLOPE CRITICAL
S
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A
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4
2
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8
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.064
48
'
'
1
2
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'
.079
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DO NOT USE CSP
DO NOT USE CAAP
DO NOT USE HDPE
12
'
'
4
2
'
'
36
'
'
.064
30
'
'
3
6
'
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4
2
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DO NOT USE RCP
30
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12
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1
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2
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8
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36
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** " R.C. PIPE (CLASS V)
***" RC PIPE CULVERTS, CONTRACTOR DESIGN
18
'
'
2
4
'
'
REMARKSG.D.I. FRAME WITH TWO GRATES STD. 840.29 NARROW/FLAT CONVERT EXISTING DI TO BLIND T.B.J.B. SIDE DRAIN PIPE ELBOWS NO. & SIZE CONC. & BRICK PIPE PLUG, C.Y. STD. 840.71 G.D.I. TYPE "D" STD. 840.19 OR 840.28 G.D.I. FRAME WITH TWO GRATES STD. 840.20 WIDE/FLAT G.D.I. FRAME WITH TWO GRATES STD. 840.22 WIDE/SAG G.D.I. (N.S.) FRAME WITH TWO GRATES STD. 840.24 NARROW/SAG M.H. FRAME AND COVER STD. 840.54 J.B. STD. 840.31 OR 840.32 T.B.G.D.I. TRAFFIC BEARING GRATED DROP INLET STD. 840.36 STEEL G.D.I. STEEL FRAME AND GRATE STD. 840.37 STEEL CONC. COLLARS CL. "B" C.Y. STD. 840.72 PIPE REMOVAL LIN. FT.ABBREVIATIONS C.B.N.D.I.D.I.G.D.I.G.D.I.(N.S.)J.B.M.H.T.B.D.I.T.B.J.B.CATCH BASIN NARROW DROP INLET DROP INLET GRATED DROP INLET (NARROW SLOT)JUNCTION BOX MANHOLE TRAFFIC BEARING DROP INLET TRAFFIC BEARING JUNCTION BOX B.D.O. BERM DRAINAGE OUTLET STD. 850.11 T.B.G.D.I. TRAFFIC BEARING GRATED DROP INLET STD. 840.35 IRON G.D.I. TYPE "A" STD. 840.17 OR 840.26
R.C.P.
C.S.P.
5.0' THRU 10.0'
10.0' AND ABOVE
S
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D
.
8
3
8
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0
1
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)
PER EACH (0' THRU 5.0')
LI
N
.
FT
.
DROP INLET CATCH BASIN
***" RC PIPE CULVERTS, CONTRACTOR DESIGN
15" SIDE DRAIN PIPE
18" SIDE DRAIN PIPE
EN
D
W
A
L
L
S
A
G.D.I. TYPE "B" STD. 840.18 OR 840.27
TY
P
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F
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A
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C.B. STD. 840.01 OR STD. 840.02
B
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T.B.G.D.I. STD. 840.36C.B. STD. 840.01 E C.B. STD. 840.01 ET.B.G.D.I. STD. 840.36T.B.G.D.I. STD. 840.36 C.B. STD. 840.01 F T.B.G.D.I. STD. 840.36EXTEND EXISTING PIPE TO TIE TO STR.; INSTALL FALSE SUMP
QUANTITIES
FOR DRAINAGE
STRUCTURES
*TOTAL L.F. FOR PAY
QUANTITY SHALL BE COL.
'A' + (1.3 X COL.'B')
D.I. STD. 840.14 OR STD. 840.15 D.I. FRAME AND GRATE STD. 840.16
S
T
A
T
I
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LOCATION (LT, RT, OR CL)'
STRUCTURE NO.
TOP ELEVATION
INVERT ELEVATION
INVERT ELEVATION
SLOPE CRITICAL
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***" RC PIPE CULVERTS, CONTRACTOR DESIGN
15" SIDE DRAIN PIPE
18" SIDE DRAIN PIPE
B.D.O. BERM DRAINAGE OUTLET STD. 850.11 T.B.G.D.I. TRAFFIC BEARING GRATED DROP INLET STD. 840.35 IRON G.D.I. FRAME WITH TWO GRATES STD. 840.29 NARROW/FLAT T.B.G.D.I. TRAFFIC BEARING GRATED DROP INLET STD. 840.36 STEEL G.D.I. STEEL FRAME AND GRATE STD. 840.37 STEEL CONVERT EXISTING DI TO BLIND T.B.J.B.G.D.I. TYPE "D" STD. 840.19 OR 840.28 G.D.I. FRAME WITH TWO GRATES STD. 840.20 WIDE/FLAT G.D.I. FRAME WITH TWO GRATES STD. 840.22 WIDE/SAG G.D.I. (N.S.) FRAME WITH TWO GRATES STD. 840.24 NARROW/SAG M.H. FRAME AND COVER STD. 840.54 J.B. STD. 840.31 OR 840.32
FR
A
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,
GR
A
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,
AN
D
H
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S
T
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A
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D
84
0
.
0
3
EN
D
W
A
L
L
S
QUANTITIES
FOR DRAINAGE
STRUCTURES
*TOTAL L.F. FOR PAY
QUANTITY SHALL BE COL.
'A' + (1.3 X COL.'B')
C.B. STD. 840.01 OR STD. 840.02
PIPE REMOVAL LIN. FT.ABBREVIATIONS CONCRETE TRANSITIONAL SECTION D.I. STD. 840.14 OR STD. 840.15 D.I. FRAME AND GRATE STD. 840.16 G.D.I. TYPE "A" STD. 840.17 OR 840.26 G.D.I. TYPE "B" STD. 840.18 OR 840.27 SIDE DRAIN PIPE ELBOWS NO. & SIZE CONC. & BRICK PIPE PLUG, C.Y. STD. 840.71 CONC. COLLARS CL. "B" C.Y. STD. 840.72
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3
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1
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6
9
1
TIE TO EX. D.I.G.D.I. STD. 840.28 TIE TO EX. D.I.G.D.I. STD. 840.27
S
T
A
T
I
O
N
LOCATION (LT, RT, OR CL)'
STRUCTURE NO.
TOP ELEVATION
INVERT ELEVATION
INVERT ELEVATION
SLOPE CRITICAL
S
I
D
E
D
R
A
I
N
P
I
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E
(R
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P
,
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)
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.
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.
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I
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FROM
TO
.064
** " R.C. PIPE (CLASS V)
42
'
'
4
8
'
'
30
'
'
3
6
'
'
.079
.079
.109
.109
12
'
'
***" RC PIPE CULVERTS, CONTRACTOR DESIGN
12
'
'
1
5
'
'
1
8
'
'
2
4
'
'
18
'
'
2
4
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24
'
'
3
0
'
'
3
6
'
'
30
'
'
3
6
'
'
4
2
'
'
4
8
'
'
DO NOT USE RCP
DO NOT USE CSP
42
'
'
4
8
'
'
DROP INLET
.064
.064
.064
42
'
'
4
8
'
'
12
'
'
1
5
'
'
1
8
'
'
2
4
'
'
3
0
'
'
3
6
'
'
18
'
'
***" RC PIPE CULVERTS, CONTRACTOR DESIGN
15" SIDE DRAIN PIPE
18" SIDE DRAIN PIPE
15
'
'
DO NOT USE CAAP
DO NOT USE HDPE
12
'
'
1
5
'
'
ST
D
.
8
3
8
.
0
1
83
8
.
1
1
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ST
D
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3
8
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0
(U
N
L
E
S
S
NO
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D
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H
E
R
W
I
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E
)
PER EACH (0' THRU 5.0')
LI
N
.
FT
.
B.D.O. BERM DRAINAGE OUTLET STD. 850.11 T.B.G.D.I. TRAFFIC BEARING GRATED DROP INLET STD. 840.35 IRON G.D.I. FRAME WITH TWO GRATES STD. 840.29 NARROW/FLAT T.B.G.D.I. TRAFFIC BEARING GRATED DROP INLET STD. 840.36 STEEL G.D.I. STEEL FRAME AND GRATE STD. 840.37 STEEL CONVERT EXISTING DI TO BLIND T.B.J.B.G.D.I. TYPE "D" STD. 840.19 OR 840.28 G.D.I. FRAME WITH TWO GRATES STD. 840.20 WIDE/FLAT G.D.I. FRAME WITH TWO GRATES STD. 840.22 WIDE/SAG G.D.I. (N.S.) FRAME WITH TWO GRATES STD. 840.24 NARROW/SAG M.H. FRAME AND COVER STD. 840.54 J.B. STD. 840.31 OR 840.32
CU
.
Y
A
R
D
S
A
B
CATCH BASIN
TY
P
E
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F
GR
A
T
E
FR
A
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E
,
GR
A
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S
,
AN
D
H
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T
A
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D
A
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D
84
0
.
0
3
EN
D
W
A
L
L
S
QUANTITIES
FOR DRAINAGE
STRUCTURES
*TOTAL L.F. FOR PAY
QUANTITY SHALL BE COL.
'A' + (1.3 X COL.'B')
C.B. STD. 840.01 OR STD. 840.02
G.D.I. STD. 840.27 TIE TO EX. D.I.REMARKS C.B. STD. 840.01 G T.B.G.D.I. STD. 840.36
R.C.P.
C.S.P.
5.0' THRU 10.0'
10.0' AND ABOVE
PIPE REMOVAL LIN. FT.ABBREVIATIONS C.B.N.D.I.D.I.G.D.I.G.D.I.(N.S.)J.B.M.H.T.B.D.I.T.B.J.B.CATCH BASIN NARROW DROP INLET DROP INLET GRATED DROP INLET (NARROW SLOT)JUNCTION BOX MANHOLE TRAFFIC BEARING DROP INLET TRAFFIC BEARING JUNCTION BOXCONCRETE TRANSITIONAL SECTION D.I. STD. 840.14 OR STD. 840.15 D.I. FRAME AND GRATE STD. 840.16 G.D.I. TYPE "A" STD. 840.17 OR 840.26 G.D.I. TYPE "B" STD. 840.18 OR 840.27 SIDE DRAIN PIPE ELBOWS NO. & SIZE CONC. & BRICK PIPE PLUG, C.Y. STD. 840.71 CONC. COLLARS CL. "B" C.Y. STD. 840.72 G.D.I. STD. 840.28TIE TO EX. D.I.G.D.I. STD. 840.27C.B. STD. 840.01 G G.D.I. STD. 840.27 TIE TO EX. D.I.G.D.I. STD. 840.27 TIE TO EX. D.I.TIE TO EX. D.I.T.B.G.D.I. STD. 840.36
M ATCHLIN E SHEET 5 -L1- STA. 21+00.00
REVISIO NS
H
Y
D
R
A
U
L
I
C
S
R
O
A
D
W
A
Y
D
E
S
I
G
N
E
N
G
I
N
E
E
R
E
N
G
I
N
E
E
R
R
/
W
S
H
E
E
T
N
O
.
S
H
E
E
T
N
O
.
P
R
O
J
E
C
T
R
E
F
E
R
E
N
C
E
N
O
.
4
I
-
5
3
3
8
/
I
-
5
3
1
1
26-NOV-2013 16:20I5338_Rdy_psh_4.dgn$$$$USERNAME$$$$8/17/99
D
O
N
O
T
U
S
E
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
P
R
E
L
I
M
I
N
A
R
Y
P
L
A
N
S
I
N
C
O
M
P
L
E
T
E
P
L
A
N
S
D
O
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R
/
W
A
C
Q
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I
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N
-L1- CURVE DATAPI Sta 10+39.93DL = 2,622.42’T = 1,334.52’R = 5,738.34’-LRT1- CURVE DATA-LLT1- CU
R
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D
A
T
A
PI Sta 19+
5
1
.
4
3
DL = 769.7
3
’
T = 385.
4
3
’
R = 5,78
7
.
9
4
’
PI Sta 19+44.75DL = 756.40’T = 378.75’R = 5,704.20’V = 74 MPHV = 73 MPHV = 74 M
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SE = 04SE = 04SE = 04
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TOP=431.26
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TOP=434.07’TOP=433.20’TOP=432.49’TOP=433.58’INV=418.12’
T
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4
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=
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30" RCP
D
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INV IN=425.22
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INV OUT=425.01’INV OUT=424.62’INV IN=424.63’DI INV IN=424.12’INV OUT=424.08’DI INV IN=423.76’INV OUT=423.73’DI INV IN=423.29’INV OUT=423.28’DI
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=
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INV=
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DI
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(APPROX.)NOT LOCATEDU/G JB
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24" RCP
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M ATCHLINE SHEET 4 -L1- STA. 21+00.00
M ATCHLINE SHEET 6 -L1- STA. 34+50.00
REVISIO NS
H
Y
D
R
A
U
L
I
C
S
R
O
A
D
W
A
Y
D
E
S
I
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N
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E
N
O
.
5
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-
5
3
3
8
/
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3
1
1
26-NOV-2013 16:20I5338_Rdy_psh_5.dgn$$$$USERNAME$$$$8/17/99
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REVISIO NS
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WESTRIDGE TOWNHOUSES HOMEOWNERSBM 1984 PG 1846DB 4969 PG 700BM 1990 PG 851 DB 14705 PG 2294 BM 1990 PG 851 DB 12022 PG 1198JUSTIN SMITH SUDIP & BAKULA PANDYA BM 1990 PG 851 DB 8497 PG 1148 JEFF A. CALLENDER BM 1990 PG 851 DB 11071 PG 669 JOSE T ASCENCIO-IBANEZBM 1990 PG 851 DB 14045 PG 259 MICHAEL C. BURRIS
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N AD 83/ N SRS 2007
M ATCH LIN E SH EET 8 -L1- STA. 74+50.00REVISIONS
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M ATCHLINE SHEET 10 -L1- STA. 88+00.00
PI Sta 83+86.57DL = 2,609.82’T = 1,327.95’R = 5,729.58’V = 73 MPHSE = 04 -L1- CURVE DATA
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84’
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85+00
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WAKE COUNTY BOARD OF EDUCATIONBM 1995 PG 1640DB 13625 PG 1724
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BM 1959 PG 3
DB 1475 PG 352
CITY OF RALEIGHDB 2437 PG 479
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110.00’
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136.63’
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271.67’
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M ATCHLIN E SHEET 9 -L1- STA. 88+00.00
M ATCHLINE SHEET 11 -L1- STA. 101+00.00
REVISIO NS
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26-NOV-2013 16:20I5338_Rdy_psh_10.dgn$$$$USERNAME$$$$8/17/99
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PI Sta 12+27.89DL = 434.91’T = 218.52’R = 1,800.00’-Y2- CURVE DATAPIs Sta 97+48.44FLs = 240.00’LT = 160.00’ST = 80.00’-L1- CURVE DATA
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LISA J FULLER
BM 2001 PG 363DB 13534 PG 1626
BM 2001 PG 363DB 9477 PG 2023
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M ARIA P RAM IREZ
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M ATCHLIN E SHEET 16 -L1- STA. 197+00.00
M ATCHLIN E SHEET 18 -L1- STA. 211+00.00
REVISIO NS
H
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83
/ NSRS
2007
M ATCHLIN E SHEET 19 -L1- STA. 225+00.00
M ATCHLIN E SHEET 17 -L1- STA. 211+00.00REVISIONS
H
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26-NOV-2013 16:21I5338_Rdy_psh_18.dgn$$$$USERNAME$$$$8/17/99
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NAD
83
/ NSRS
2007
M ATCHLIN E SHEET 18 -L1- STA. 225+00.00
M ATCHLIN E SHEET 20 -L1- STA. 238+00.00
REVISIO NS
H
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D
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R
O
J
E
C
T
R
E
F
E
R
E
N
C
E
N
O
.
1
9
I
-
5
3
3
8
/
I
-
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1
1
26-NOV-2013 16:21I5338_Rdy_psh_19.dgn$$$$USERNAME$$$$8/17/99
D
O
N
O
T
U
S
E
F
O
R
C
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N
S
T
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C
T
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P
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L
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M
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N
A
R
Y
P
L
A
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S
I
N
C
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P
L
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T
E
P
L
A
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S
D
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U
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F
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R
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W
A
C
Q
U
I
S
I
T
I
O
N
ST = 70.06’PIs Sta 11+40.06FLs = 210.00’LT = 140.06’-RP6C- CURVE DATA
-
L
1
-
C
U
R
V
E
D
A
T
A
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s
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a
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3
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=
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0
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L
T
=
1
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0
.
0
0
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S
T
=
8
0
.
0
0
’
PI Sta 13+76.42DL = 330.54’T = 166.42’R = 1,150.00’V = 59 MPHSE = 08
G
RA
U
3
5
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3
G
R
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3
5
0
TL-
3
E
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84’+30.49
84’
S
T
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.
2
3
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+
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0
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0
0
B
E
G
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T
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M
P
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3
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P
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2
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230+00
225+00
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0
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AERIAL
AERIAL
AERIAL
A
E
R
IA
L
AERIAL
AERIAL
STATE OF NORTH CAROLINADB 10522 PG 842WILLIAM NEWSOMEBM 1983 PG 1051 DB 7536 PG 630BILLY G TART, JRBM 1983 PG 1051 DB 8156 PG 378
N
O
R
T
H
C
A
R
O
L
IN
A
S
T
A
T
E
O
F
D
B
4
8
12
P
G
7
S 3933’22" E 217.90’S 1318’35" E S 7251’47" E 56.96’S 7251’47" E 93.55’EIP
E
IP
R
/
W
MO
N
E
X
IS
T
IN
G
R
/
W
E
X
IS
T
IN
G
R
/
W
G
U
A
R
D
R
A
IL
B
L
-
4
9
B
L
-
4
8
T
O
P
=
2
8
2
.5
7
’
15" RCP 18" RCP
T
O
P
=
2
9
1.
4
3
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3
6
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3
6
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3
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C
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T
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=
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4
.
18
’
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36
"
R
C
P
18" RCP15" RCP DITOP=303.70’INV IN=297.99’INV OUT=297.71’DI8" HDPETOP=303.27’INV IN=299.97’INV IN=299.73’INV OUT=299.67’DILOCATE PIPEUNABLE TO
D
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=
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=
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=
2
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.
19
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=
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=
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D
I
AERIAL
AERIAL
AERIAL
A
E
R
IA
L
AERIAL
AERIAL
72" C
MP
15" C
MP
INV
=2
7
8
.6
8
’
IN
V
=
2
7
5
.5
1’
INV=299.35’TOP=302.57’15" RCPINV IN=298.00’INV IN=298.32’ (15")
F
F
F
F
NAD
83
/ NSRS
2007
G
R
A
D
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T
O
D
R
A
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A
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A
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X
.
D
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D
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T
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C
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A
L
C
U
T
B
A
S
E
D
I
T
C
H
M ATCHLIN E SHEET 19 -L1- STA. 238+00.00
MATCHL
INE
SHEET
21
-L1
-
STA
. 266+
00
.00
26-NOV-2013 16:21I5338_Rdy_psh_20.dgn$$$$USERNAME$$$$ 6/2/99
P
L
A
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S
0
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R
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1
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3
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P
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M
P
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P
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5
8
+
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6
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3
8
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=
4
,
0
5
2
.
1
1
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T
=
2
,
1
1
4
.
0
6
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R
=
5
,
7
5
7
.
0
0
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P
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s
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a
1
4
+
3
3
.
4
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s
=
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0
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0
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0
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=
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t
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1
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DL
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2
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6
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4
0
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0
0
’
-RP6B- CURVE DATA
-
R
P
6
C
-
C
U
R
V
E
D
A
T
A
P
I
S
t
a
2
3
+
4
7
.
9
7
DL
=
2
8
6
.
8
1
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T
=
1
4
4
.
0
9
’
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=
1
,
2
0
0
.
0
0
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P
I
s
S
t
a
2
1
+
2
3
.
9
6
FL
s
=
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4
0
.
0
0
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L
T
=
1
6
0
.
0
8
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S
T
=
8
0
.
0
8
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PIs S
t
a
1
6
+
1
0
.
6
0
FLs =
2
1
0
.
0
0
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LT =
1
4
0
.
0
6
’
ST =
7
0
.
0
6
’
V
=
3
8
M
P
H
V = 47 MPHV = 55 MPH PIs Sta 13+40.75FLs = 240.00’LT = 160.06’ST = 80.05’PI Sta 16+00.80DL = 358.45’T = 180.11’R = 1,480.00’PIs Sta 18+49.18FLs = 210.00’LT = 140.04’ST = 70.03’PIs Sta 21+49.43FLs = 240.00’LT = 160.29’ST = 80.26’PI Sta 24+54.25DL = 433.42’T = 225.11’R = 650.00’SE = 07SE = 08
S
E
=
0
5
S
E
=
0
4
S
E
=
0
5
S
E
=
0
8
C
AT-1
G
RAU
350 TL-3
G
RAU
350 TL-3
C
AT-1
E
X
I
S
T
.
E
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T
E
X
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S
T
.
E
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T
82’84’
82’
84’
STA. 239+42.41 BEGIN TEMP. WIDENING
S
T
A
.
2
5
9
+
7
3
.
8
8
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0
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82’
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RD
-L1--RP6C--RP6B--RP6C- ST Sta. 17+50.54-RP6C- SC Sta. 22+03.87 -RP6C- TS Sta. 19+63.87-RP6C
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=
265+00
260+00
15+00
20+00
250+00
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240+00
255+00
-
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245+00
A
B
C
D
-RP6B- SRS Sta. 19+88.7
1
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-
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0
0
’
L
T
=
1
2
0
.
0
4
’
S
T
=
6
0
.
0
3
’
-
R
P
7
A
S
P
U
R
-
C
U
R
V
E
D
A
T
A
P
I
s
S
t
a
1
1
+
2
0
.
0
4
FL
s
=
1
8
0
.
0
0
’
L
T
=
1
2
0
.
0
4
’
S
T
=
6
0
.
0
3
’
P
I
S
t
a
1
2
+
8
8
.
0
5
DL
=
2
1
5
.
5
3
’
T
=
1
0
8
.
0
5
’
R
=
1
,
2
0
0
.
0
0
’
P
I
s
S
t
a
1
4
+
5
5
.
5
6
FL
s
=
1
8
0
.
0
0
’
L
T
=
1
2
0
.
0
4
’
S
T
=
6
0
.
0
3
’
-
R
P
7
D
S
P
U
R
-
C
U
R
V
E
D
A
T
A
-
Y
7
-
C
U
R
V
E
D
A
T
A
P
I
S
t
a
1
8
+
0
8
.
1
6
DL
=
3
4
0
.
0
7
’
T
=
1
7
0
.
0
5
’
R
=
9
,
9
9
9
.
0
0
’
-
Y
7
N
B
-
C
U
R
V
E
D
A
T
A
P
I
S
t
a
1
0
+
9
4
.
6
7
DL
=
6
7
.
1
3
’
T
=
3
3
.
8
3
’
R
=
2
2
0
.
0
0
’
P
I
S
t
a
1
2
+
0
8
.
9
7
DL
=
1
5
5
.
7
5
’
T
=
8
0
.
9
9
’
R
=
2
3
0
.
0
0
’
P
I
S
t
a
1
4
+
3
4
.
8
6
DL
=
7
5
.
6
8
’
T
=
3
8
.
3
0
’
R
=
2
0
0
.
0
0
’
P
I
S
t
a
1
9
+
6
0
.
3
2
DL
=
1
0
3
.
4
5
’
T
=
5
2
.
9
1
’
R
=
2
0
0
.
0
0
’
P
I
S
t
a
1
7
+
5
6
.
1
2
DL
=
1
0
6
.
9
2
’
T
=
5
4
.
2
9
’
R
=
2
5
0
.
0
0
’
P
I
S
t
a
1
5
+
8
7
.
0
4
DL
=
2
2
9
.
5
8
’
T
=
1
1
4
.
8
0
’
R
=
1
0
,
0
1
6
.
0
0
’
P
I
S
t
a
2
2
+
6
7
.
2
4
DL
=
7
7
.
1
5
’
T
=
3
8
.
5
9
’
R
=
1
,
0
0
0
.
0
0
’
-
Y
7
S
B
-
C
U
R
V
E
D
A
T
A
P
I
S
t
a
1
0
+
7
4
.
0
9
DL
=
5
7
.
2
6
’
T
=
2
8
.
8
6
’
R
=
1
8
5
.
0
0
’
P
I
S
t
a
1
1
+
8
9
.
4
3
DL
=
1
6
6
.
2
5
’
T
=
8
6
.
9
5
’
R
=
2
3
0
.
0
0
’
P
I
S
t
a
1
4
+
2
5
.
3
7
DL
=
8
1
.
5
9
’
T
=
4
1
.
3
7
’
R
=
2
0
0
.
0
0
’
P
I
S
t
a
1
6
+
0
5
.
6
1
DL
=
2
8
0
.
0
1
’
T
=
1
4
0
.
0
1
’
R
=
9
,
9
7
1
.
0
0
’
P
I
S
t
a
1
7
+
8
2
.
1
9
DL
=
7
2
.
3
8
’
T
=
3
6
.
5
9
’
R
=
2
0
0
.
0
0
’
P
I
S
t
a
2
0
+
0
4
.
9
2
DL
=
1
3
0
.
4
9
’
T
=
6
7
.
6
6
’
R
=
2
0
0
.
0
0
’
P
I
S
t
a
2
0
+
9
3
.
7
5
DL
=
5
1
.
6
8
’
T
=
2
6
.
0
1
’
R
=
1
8
5
.
0
0
’
-RP7CSPUR- CURVE DATA -RP7BSPUR- CURVE DATAPI Sta 28+63.49DL = 337.73’T = 282.45’R = 160.00’
T
=
2
6
9
.
9
9
’
P
I
S
t
a
2
2
+
3
0
.
8
9
DL
=
3
7
3
.
2
9
’
R
=
2
0
0
.
0
0
’
L
=
2
4
4
.
0
6
’
P
I
S
t
a
1
2
+
8
7
.
2
1
DT
=
1
4
2
.
1
3
’
R
=
1
9
0
.
0
0
’
-RP7BSHIFT- CURVE DATAV = 25 MPHSE = 02V = 25 MPHSE = 02
V
=
5
6
M
P
H
S
E
=
0
2
V
=
2
5
M
P
H
S
E
=
0
2
V
=
5
6
M
P
H
S
E
=
0
2
V
=
2
5
M
P
H
V
=
2
5
M
P
H
V
=
2
5
M
P
H
V
=
2
5
M
P
H
V
=
2
5
M
P
H
V
=
2
5
M
P
H
V
=
2
5
M
P
H
V
=
2
5
M
P
H
V
=
5
6
M
P
H
V
=
2
5
M
P
H
V
=
2
5
M
P
H
V
=
2
5
M
P
H
S
E
=
0
2
S
E
=
0
2
-RP7CSHIFT- CURVE DATAV = 25 MPHV = 25 MPH
-
R
P
7
A
S
H
I
F
T
-
C
U
R
V
E
D
A
T
A
V
=
5
0
M
P
H
V
=
2
5
M
P
H
V
=
2
5
M
P
H
-
R
P
7
D
S
H
I
F
T
-
C
U
R
V
E
D
A
T
A
V
=
2
5
M
P
H
V
=
2
5
M
P
H
V
=
5
0
M
P
H
V
=
5
0
M
P
H
S
E
=
0
7
S
E
=
0
7
S
E
=
0
7
F
O
R
-
R
P
7
A
S
H
I
F
T
-
P
R
O
F
I
L
E
,
S
E
E
S
H
E
E
T
N
O
.
9
9
F
O
R
-
R
P
7
A
S
P
U
R
-
P
R
O
F
I
L
E
,
S
E
E
S
H
E
E
T
N
O
.
9
9
F
O
R
-
R
P
7
B
S
H
I
F
T
-
P
R
O
F
I
L
E
,
S
E
E
S
H
E
E
T
N
O
.
1
0
0
F
O
R
-
R
P
7
C
S
H
I
F
T
-
P
R
O
F
I
L
E
,
S
E
E
S
H
E
E
T
N
O
.
1
0
1
F
O
R
-
R
P
7
D
S
H
I
F
T
-
P
R
O
F
I
L
E
,
S
E
E
S
H
E
E
T
N
O
.
1
0
2
F
O
R
-
R
P
7
D
S
P
U
R
-
P
R
O
F
I
L
E
,
S
E
E
S
H
E
E
T
N
O
.
1
0
2
S
E
=
0
2
S
E
=
0
2
S
E
=
0
2
S
E
=
0
2
S
E
=
0
2
S
E
=
0
2
S
E
=
0
2
S
E
=
0
2
S
E
=
0
2
S
E
=
0
2
S
E
=
0
2
S
E
=
0
2
S
E
=
0
2
S
E
=
0
2
SE = 02SE = 02SE = 08
F
O
R
-
Y
7
-
P
R
O
F
I
L
E
,
S
E
E
S
H
E
E
T
N
O
.
9
1
F
O
R
-
R
P
7
B
S
P
U
R
-
P
R
O
F
I
L
E
,
S
E
E
S
H
E
E
T
N
O
.
1
0
0
F
O
R
-
R
P
7
C
-
P
R
O
F
I
L
E
,
S
E
E
S
H
E
E
T
N
O
.
1
0
0
,
1
0
1
F
O
R
-
R
P
7
C
S
P
U
R
-
P
R
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F
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,
S
E
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H
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T
N
O
.
1
0
1
F
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R
-
R
P
7
D
-
P
R
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I
L
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,
S
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S
H
E
E
T
N
O
.
1
0
1
SAUNDERS STREET
-Y7- SOUTH
T = 102.67’PI Sta 13+23.03DL = 187.47’R = 185.00’PI Sta 11+79.75DL = 242.64’T = 147.20’R = 170.00’PI Sta 24+21.69DL = 320.91’T = 201.23’R = 210.00’
P
I
S
t
a
1
8
+
3
8
.
0
0
DL
=
2
9
3
.
4
1
’
T
=
1
4
7
.
4
5
’
R
=
1
,
1
9
0
.
0
0
’
P
I
S
t
a
2
5
+
1
4
.
6
6
DL
=
4
7
1
.
7
7
’
T
=
3
6
3
.
5
2
’
R
=
2
3
8
.
0
0
’
P
I
S
t
a
1
3
+
4
7
.
4
4
DL
=
1
9
7
.
3
6
’
T
=
1
0
9
.
2
4
’
R
=
1
8
5
.
0
0
’
S
H
E
E
T
F
O
R
-
Y
7
-
S
O
U
T
H
S
A
U
N
D
E
R
S
S
T
R
E
E
T
A
T
-
L
1
-
,
S
H
E
E
T
2
-
F
F
O
R
A
D
D
I
T
I
O
N
A
L
I
N
F
O
R
M
A
T
I
O
N
S
E
E
D
I
M
E
N
S
I
O
N
I
N
G
D
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T
A
I
L
H
H
HH
H
H
HH
H
H
H
H
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H
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HH
HH
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HH
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HH
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T
T
B
O
X
S
IG
N
A
L
T
R
A
F
F
IC
B
O
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S
IG
N
A
L
T
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A
F
F
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S
T
A
T
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N
T
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S
T
G
A
S
M
A
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K
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R
F
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A
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R
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A
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N
EOI
EOI
E
O
I
EOI
E
O
I
E
O
I
E
OI
EOI
EOI
EOI
EOI EOI
12" DIP
12" DIP
12" DIP
A
E
RIA
L
AE
RIAL
A
E
R
IA
L
4
" P
L
A
S
T
IC
6" STEEL
6" STEEL
6" STEEL
315+00
310+00
295+00
2
5
+
0
0
-
Y7
-
300+00
15+00
20+00
2
0
+
0
0
2
0
+
0
0
2
5
2
5
15+00
20+00
20+00-L- SC Sta. 295+26.17-L1-
-
L
1
-
C
S
S
t
a
.
3
0
9
+
4
2
.
7
3
-
L
1
-
S
T
S
t
a
.
3
1
4
+
2
2
.
7
3
-
L
1-
-
L
1-
-
Y
7
-
P
O
T
S
t
a
.
1
0
+
0
0
.
0
0
-
Y
7
-
P
C
S
t
a
.
1
6
+
3
8
.
1
1
-
Y
7
-
P
T
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t
a
.
1
9
+
7
8
.
1
8
-Y7- POT S
t
a
.
2
5
+
5
8
.
6
2
-
Y
7
N
B
-
P
C
S
t
a
.
1
0
+
6
0
.
8
5
-
Y
7
N
B
-
P
R
C
S
t
a
.
1
1
+
2
7
.
9
7
-
Y
7
N
B
-
P
C
S
t
a
.
1
3
+
9
6
.
5
6
-
Y
7
N
B
-
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C
C
S
t
a
.
1
4
+
7
2
.
2
4
-
Y
7
N
B
-
P
C
C
S
t
a
.
1
7
+
0
1
.
8
2
-
Y
7
N
B
-
P
T
S
t
a
.
1
8
+
0
8
.
7
5
-
Y
7
N
B
-
P
C
S
t
a
.
1
9
+
0
7
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4
1
-
Y
7
N
B
-
P
C
S
t
a
.
2
2
+
2
8
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6
5
-
Y
7
N
B
-
P
T
S
t
a
.
2
3
+
0
5
.
8
0
-Y7SB
-
P
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.
1
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+
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S
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-
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.
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+
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-
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-
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-
Y
7
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-
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.
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-
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.
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-
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7
A
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.
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-
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A
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.
1
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+
6
0
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3
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7
A
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a
.
1
1
+
4
5
.
0
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R
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7
A
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P
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R
-
P
T
S
t
a
.
1
3
+
8
9
.
1
4
-
R
P
7
A
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H
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F
T
-
P
C
S
t
a
.
1
9
+
6
0
.
9
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S
t
a
.
1
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+
3
7
.
2
6
-
Y
7
S
B
-
P
C
S
t
a
.
2
0
+
1
0
.
8
6
-
Y
7
N
B
-
P
T
-
R
P
7
D-
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M ATCH LIN E SH EET 23 -L1- STA. 319+00.00
MATCHLINE
SHEET
25
-L1-
STA
. 332+00
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REVISIO NS
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26-NOV-2013 16:21I5338_Rdy_psh_24.dgn$$$$USERNAME$$$$8/17/99
D
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-L1- CURVE DATAPIs Sta 322+34.35FLs = 420.00’LT = 280.08’ST = 140.07’PI Sta 331+46.03DL = 1,507.28’T = 771.76’R = 2,846.00’V = 70 MPHSE = 07
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240124022403240424052406 2407
2
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4
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P
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PARTNERSHIP O’NEAL FAMILY
P
A
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N
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A
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PARTNERSHIP O’NEAL FAMILY
N
75
2
5
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14.28’
S
2
9
0
4
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N 00 09’18" E
230.01’
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IP
EIP EIP EIP EIPR/W MON
R
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W
MO
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/
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4
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5
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BM 1996 PG 1524 DB 5067 PG 387 BM 1996 PG 1524 DB 5067 PG 387 BM 1996 PG 1524 DB 5067 PG 387
3
0
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T
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M ATCHLIN E SHEET 26 -L1- STA. 359+00.00
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-RP9C- CURVE DATA-LP9C- CURVE DATAST = 51.06’PIs Sta 13+10.51FLs = 150.00’LT = 101.16’PI Sta 17+03.85DL = 646.57’T = 344.50’R = 161.00’PIs Sta 20+56.98FLs = 150.00’LT = 101.16’ST = 51.06’PI Sta 15+87.16DL = 990.91’T = 525.40’R = 1,205.00’PIs Sta 21+19.37FLs = 200.00’LT = 133.38’ST = 66.71’PI Sta 26+05.79DL = 128.36’T = 66.07’R = 220.00’V = 50 MPHV = 15 MPHSE = 03SE = 07V = 27 MPHSE = 08 -RP9BSPUR- CURVE DATA -RP9B- CURVE DATAPI Sta 10+12.80DL = 25.59’T = 12.80R = 1,518.00’PI Sta 16+35.12DL = 289.38’T = 145.12’R = 1,530.00’PIs Sta 13+85.12PI Sta 16+63.32DL = 1,172.36’T = 637.73’R = 1,200.00’V = 56 MPHV = 56 MPHV = 50 MPH PIs Sta 18+29.39FLs = 150.00’LT = 100.01’ST = 50.01’SE = 07SE = 07 SE = 07 PI Sta 22+75.98DL = 329.35’T = 171.60’R = 475.00’PIs Sta 20+46.25ST = 58.52’V = 29 MPHSE = 06 Ls = 175.00’LT = 116.87’Ls = 315.00’LT = 210.12’ST = 105.11’FF
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TYPE
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7
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125.73’
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125.73’
S 7439’59" E1178.40’
N 03 12’19" E
120.00’
N 8935’00" E354.75’N 2840’00" W 215.85’N 3000’00" W18.25’S 1100’00" E 28.16’
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R/
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R/W MON EXISTING R/W
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30’ CP&L EASEMENT BM 2004 PG 1525
50’ CP&L EASE
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GUARDRAIL GUARDRAIL
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TOP=256.30’
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DI
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DI
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-RP9C- CURVE DATA-LP9C- CURVE DATAST = 51.06’PIs Sta 13+10.51FLs = 150.00’LT = 101.16’PI Sta 17+03.85DL = 646.57’T = 344.50’R = 161.00’PIs Sta 20+56.98FLs = 150.00’LT = 101.16’ST = 51.06’PI Sta 15+87.16DL = 990.91’T = 525.40’R = 1,205.00’PIs Sta 21+19.37FLs = 200.00’LT = 133.38’ST = 66.71’PI Sta 26+05.79DL = 128.36’T = 66.07’R = 220.00’V = 50 MPHV = 15 MPHV = 27 MPH SE = 03SE = 07SE = 08 -RP9BSPUR- CURVE DATA -RP9B- CURVE DATAPI Sta 10+12.80DL = 25.59’T = 12.80R = 1,518.00’PI Sta 16+35.12DL = 289.38’T = 145.12’R = 1,530.00’PIs Sta 13+85.12Ls = 315.00’LT = 210.12’ST = 105.11’PI Sta 16+63.32DL = 1,172.36’T = 637.73’R = 1,200.00’V = 56 MPHV = 56 MPHV = 50 MPH PIs Sta 18+29.39FLs = 150.00’LT = 100.01’ST = 50.01’SE = 07SE = 07 SE = 07 PI Sta 22+75.98DL = 329.35’T = 171.60’R = 475.00’V = 29 MPH PIs Sta 20+46.25FLs = 175.00’LT = 116.87’ST = 58.52’SE = 06 F
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INV IN=249.67’
INV IN=249.82’
INV OUT=249.59’
DI
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DI
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M ATCHLINE SHEET 25 -L1- STA. 359+00.00
M ATCHLIN E SHEET 27 -L1- STA. 373+00.00
REVISIO NS
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-L1- CURVE DATAPI Sta 354+88.40DL = 1,054.07’T = 530.41’R = 3,819.72’PIs Sta 361+12.08FLs = 300.00’LT = 200.02’ST = 100.01’PIs Sta 375+82.24FLs = 300.00’LT = 200.12’ST = 100.10’V = 70 MPH
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M ATC H LIN E SH EET 28
-L1- CURVE DATAPIs Sta 375+82.24FLs = 300.00’LT = 200.12’ST = 100.10’PI Sta 380+48.87DL = 718.06’T = 366.74’R = 1,432.39’PIs Sta 385+00.29FLs = 300.00’LT = 200.12’ST = 100.10’
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M ATCH LIN E SH EET 29 -L1- STA. 401+00.00
MATCHLINE
SHEET
30
-L1-
STA
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.00
-Y13- CURVE DATAL = 134.44’PI Sta 21+51.43DT = 67.36’R = 850.00’-RP13A- CURVE DATA -RP13B- CURVE DATA
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-L1- CURVE DATAPI Sta 402+89.61DL = 1,002.49’T = 506.42’R = 2,864.79’PIs Sta 408+92.38FFLs = 240.00’LT = 133.37’ST = 106.70’PI Sta 424+83.47DL = 2,855.00’T = 1,457.79’R = 5,729.58’PIs Sta 13+50.17FLs = 300.00’LT = 200.17’ST = 100.15’PI Sta 15+25.38DL = 150.56’T = 75.38’R = 1,190.00’PIs Sta 16+70.61FLs = 210.00’LT = 140.06’ST = 70.05’PIs Sta 19+50.72FLs = 210.00’LT = 140.16’ST = 70.14’PI Sta 21+61.61DL = 278.53’T = 141.05’R = 715.00’PI Sta 10+18.97DL = 37.93’T = 18.97’R = 2,805.79’PI Sta 13+73.54DL = 645.71’T = 335.61’R = 960.00’PIs Sta 17+63.77FLs = 240.00’LT = 160.13’ST = 80.12’PIs Sta 20+83.88FLs = 240.00’LT = 160.24’ST = 80.22’PI Sta 22+90.54DL = 251.16’T = 126.89’R = 715.00’PI Sta 10+28.41DL = 56.81’T = 28.41’R = 5,670.58’PIs S
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PIs Sta 13+06.75FLs = 280.00’LT = 186.75’ST = 93.40’PI Sta 15+56.50DL = 311.95’T = 156.50’R = 1,560.00’PIs Sta 18+12.04FLs = 300.00’LT = 200.10’ST = 100.09’PIs Sta 22+12.94FLs = 300.00’LT = 200.99’ST = 100.90’PI Sta 23+89.27DL = 153.38’T = 77.32’R = 490.00’
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SIZE & TYPE UNKNOWN
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6" STEEL
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S 12 15’46" W136.52’S 2149’54" W72.26’S 20 27’43" W694.80’S 0142’55" E 446.28’
S 03 42’12" W
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N 03 37’58" E
255.00’
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121.79’
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W
97.95’
S 3259’17" E
128.07’
S 6308’16" E
112.48’
S
8
6
2
4’5
5" E
10
0
.8
5’
S 03 34’47" W
72.51’S 03 34’48" W
58.79’
S
0
10
3
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9
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12
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8
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S
0
3
2
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2
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13
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8
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6
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S 04 23’25" W
117.29’
N
8
6
3
6
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33
2.3
1’
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E
I
P
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P
EIPR/W MON R/W MON R/W MON
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R/
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W
MON
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R
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R
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TING
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4
4
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19
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GU
A
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4
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2
4
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15" RCP
1
8
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18" RCP
24" RCP
T
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2
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9
6
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30" R
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9
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15" RCP
T
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=
2
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0
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6
6
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4
2
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3
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TOP=
2
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2
7
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15" RCP24" RCP 24" RCP 15" RCPTOP=234.80’TOP=243.13’
15" CMPINV=256.23’
15" RCP
18" RCP
S
S
T
OP
=23
1.50
’
INV
IN=2
2
1.3
8
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3
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2
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IN=2
2
3
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IN=2
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2
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8
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5
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TOP=256.53’SDMH
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V
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=
2
3
3
.
9
3
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INV
OUT
=2
3
3
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7
3
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D
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T
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P
=
2
3
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16
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D
I
IN
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=
2
3
1.
4
6
’
INV
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=
2
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6
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=
2
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5
8
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T
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=
2
3
4
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4
8
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2
8
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8
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2
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3
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IN
V
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2
2
8
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6
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=2
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7
6
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INV
IN=
2
2
7
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8
3
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IN
V
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T
=
2
2
7
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8
3
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D
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IN
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T
=
2
3
5
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3
9
’
IN
V
IN
=
2
2
5
.
7
3
’
INV
IN=
2
2
5
.
7
3
’
INV
O
U
T
=
2
2
5
.
4
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D
I
D
I
T
O
P
=
2
3
0
.
0
6
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INV
IN=
2
2
3
.
6
6
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INV
OUT
=2
2
3
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3
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D
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TOP=241.4
5
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2
3
8.
8
9
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INV
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T
=
2
2
6
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4
4
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=
2
2
6
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4
9
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N
=
2
2
8
.
2
5
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DITOP=232.31’DIINV IN=227.85’INV OUT=227.75’DIINV OUT=239.15’DIINV IN=230.00’INV OUT=229.60’TOP=242.91’INV OUT=239.40’
INV OUT=250.03’
INV IN=250.83’
INV IN=250.93’
INVERTS INACCESSIBLETOP=259.02’SDMH
INV=2
2
9.6
3
’
INV=2
3
7
.6
8
’
36" RCP
30" RCP
36" RCP
U
/G JUNTION BOX
AP
P
R
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2
4
"
R
C
P
IN CONDUIT
IN CONDUIT
HH
HH
T
T
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MARKER
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16" D
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12" DIP
SIZE & TYPE UNKNOWN
6" STEEL
6" STEEL
6" STEEL
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12" DI
12" DI
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4
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=2
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9
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2
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5
8
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=
2
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9
.
6
5
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IN=2
2
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7
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=2
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3
(OUT
)
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(15
"
CMP
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INV
=2
2
1.7
3
’ (3
0
" R
C
P
)
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=2
2
7
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4
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T
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=2
3
3
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3
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D
I
3
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IN
V
=
2
2
1
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1
6
’
INV
=
2
3
0
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8
’ (O
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T
)
INV=2
3
0
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3
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T
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=2
3
4
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2
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D
I
T
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=
2
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6
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8
7
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=
2
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4
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4
8
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=
2
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7
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8
9
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=
2
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0
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3
9
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T
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P
=
2
2
9
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2
9
’
IN
V
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T
=
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2
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4
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V
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=
2
2
3
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2
8
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(
3
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)
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N
V
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=
2
2
2
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4
0
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(
3
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)
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N
V
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=
2
2
2
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4
8
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(
4
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)
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V
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=
2
3
6
.
5
8
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T
O
P
=
2
3
9
.
6
6
’
D
I
54" RCP
18"
C
M
P
54" RCP
54" RCP
2
4
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R
C
P
IN
V
O
U
T
=
2
2
5
.
13
’
T
O
P
=
2
2
9
.
5
4
’
D
I
D
E
P
T
H
U
N
K
N
O
W
N
O
F
B
L
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N
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J
B
A
P
P
R
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X
L
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C
A
T
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O
N
I
N
V
O
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T
=
2
2
1.
4
3
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I
N
V
IN
=
2
3
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3
5
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T
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=
2
4
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3
5
’
C
B
IN
V
=
2
16
.
3
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15" C
MP
30" CMP
3
0" RCP
F F F F
F
F
F
C
C
F
F
C
C
F
F
F
F
F
C
C
F
C
F
NAD 83/ NSRS 2007
F
I
L
L
S
L
O
P
E
(
T
Y
P
I
C
A
L
)
T
E
M
P
O
R
A
R
Y
W
I
D
E
N
I
N
G
M ATCH LIN E SH EET 29 -L1- STA. 429+00.00
M ATCHLIN E SHEET 31 -L1- STA. 443+00.00
-RP13A- CURVE DATAREVISIONS
H
Y
D
R
A
U
L
I
C
S
R
O
A
D
W
A
Y
D
E
S
I
G
N
E
N
G
I
N
E
E
R
E
N
G
I
N
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R
R
/
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H
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.
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.
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N
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E
N
O
.
3
0
I
-
5
3
3
8
/
I
-
5
3
1
1
26-NOV-2013 16:22I5338_Rdy_psh_30.dgn$$$$USERNAME$$$$8/17/99
D
O
N
O
T
U
S
E
F
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R
C
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F
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R
/
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A
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Q
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S
I
T
I
O
N
-L1- CURVE DATAPIs Sta 43
9
+
6
0
.
6
8
FLs = 240.
0
0
’
LT = 160.
0
0
’
ST = 80.0
0
’
PI Sta 424+83.47DL = 2,855.00’T = 1,457.79’R = 5,729.58’PIs Sta 13+06.75FLs = 280.00’LT = 186.75’ST = 93.40’V = 70 MPH
E
X
I
S
T
.
E
O
T
E
X
I
S
T
.
E
O
T
83’
85’
S
T
A. 4
3
3
+
7
2.4
3
B
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GI
N
T
E
M
P.
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D
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t
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4
4
1
+
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0
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8
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-RP13A-
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1
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T
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4
3
8
+
8
0
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6
8
440+00
435+00
430+00 = 3 31’ 25"-RP13A- POT Sta. 10+00.00 (83.00’ LT)-L1- POT Sta. 430+00.00 =SIGN PROPOSEDCATHERAL OF LOVETRUSTEES OF DELIVERANCEDB 4708 PG 412FOUNTAIN D
RI
V
E
L
L
C
DB 12527
P
G
5
8
9
C
I
T
Y
O
F
R
A
L
E
I
G
H
D
B
1
9
8
8
P
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2
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7
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0
.
0
0
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8
0
5
6
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5
8
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6
4
.
7
7
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8
8
4
2
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4
8
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6
4.
8
2
’
N
8
1
3
9’0
3"
E
5
6.4
9’
S 0118’05" W
197.27’
S 12 35’36" W
5.38’
S
3
6
4
8
’3
2
" W
15
0.
0
2
’
S 6101’39" W
55.00’S
4
9
2
9’
3
8"
W
9
7.
7
9’
S
8
8
5
5
’
2
5
"
E
6
1
2.
9
9
’
R/W MON
R/
W
M
O
N
R/
W
M
O
N
R/
W
M
O
N
R/W MONR/W MON
E
X
I
S
T
IN
G
R
/
W
EXISTING R/W
E
XI
S
T
I
N
G
R/
W
E
XIS
T
IN
G
R
/
W
E
X
I
S
T
I
N
G
R
/
W
B
M
19
8
6
P
G
2
2
5
4
D
R
A
IN
A
G
E
E
A
S
E
M
E
N
T
GUARDRAILGUARDRAIL
B
L
-
3
0
v
2
4
"
RCP
30" RCP
24" RCP
T
O
P
=
2
2
4
.
9
0
’
24" RCP
18" RCP
T
O
P
=
2
2
3
.
1
4
’
15" RCP
D
I
I
N
V
O
U
T
=
2
2
2
.
0
2
’
D
I
I
N
V
O
U
T
=
2
1
9
.
7
4
’
T
O
P
=
2
2
6
.
4
6
’
D
I
I
N
V
I
N
=
2
16
.
2
1’
I
N
V
O
U
T
=
2
16
.
11’
T
O
P
=
2
2
2
.
15
’
I
N
V
I
N
=
2
16
.
2
5
’
I
N
V
O
U
T
=
2
16
.
10
’
D
I
TOP=228.10’INV OUT=223.99’DI
I
N
V
=
2
15
.
6
8
’
I
N
V
=
2
10
.
5
6
’
I
N
V
=
2
1
1
.
5
3
’
SIGN PROPOSED
I
N
V
=
2
0
8
.
1
4
’
I
N
V
=
2
0
8
.
1
8
’
I
N
V
=
2
0
9
.
5
2
’
I
N
V
=
2
0
9
.
6
5
’
I
N
V
=
2
1
3
.
5
8
’
I
N
V
=
2
1
2
.
6
0
’
DITOP=222.19’INV=216.79’ (OUT)INV=216.84’ (24" IN)INV=217.16’ (15" IN)24" RCP
8’X8’ RCBC
WITH METAL GRATES
2
@
10’X6’ RCBC
W/
SIDE
TAPERED
INLET
F F
F
C
C
F
F
N AD 83/ N SRS 2007
A
N
D
R
E
L
O
C
A
T
E
D
C
U
T
D
I
T
C
H
.
A
N
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-L2- RT STA. 486+00.00
M ATCH LIN E SH EET 33
-L2- LT STA. 485+00.00
M ATCHLINE SHEET 33
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PIs Sta 457+00.33FLs = 360.00’LT = 240.03’ST = 120.02’PIs Sta 461+80.33FLs = 360.00’LT = 240.03’ST = 120.02’PI Sta 465+55.48DL = 509.65’T = 255.17’R = 4,000.00’PIs Sta 468+73.92FFLs = 120.00’LT = 63.96’ST = 56.05’PI Sta 474+08.87DL = 947.82’T = 478.91’R = 2,680.00’PIs Sta 479+97.84FLs = 360.00’LT = 240.06’ST = 120.05’PI
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-LI40W- ST Sta. 10+00.00 (0.00’) -L2LT- POT Sta. 457+31.22 = -LI40E- PT Sta. 19+19.30
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CC1’0.0’1’C-C3’EXISTING INFALL 2GI18" RCP-IV2GI 2GIBM 1957 PG 101DB 4937 PG 551DB 14497 PG 1158 CLINTONEDDIE BERNARDBM 1957 PG 101DB 3149 PG 624CLINTONEDDIE BERNARDDB 10765 PG 883BRAND, IIITHOMAS WALTERBM 1957 PG 101DB 14513 PG 265BRAND, IIITHOMAS WALTERBM 1957 PG 101DB 14513 PG 265BRAND, IIITHOMAS WALTERBM 1957 PG 101DB 14513 PG 265 T. W. BRANDBM 1957 PG 101DB 1758 PG 203T. W. BRANDBM 1957 PG 101DB 2415 PG 685 T. W. BRANDBM 1957 PG 101DB 1758 PG 203BRAND, IIITHOMAS WALTERBM 1957 PG 101DB 14513 PG 265 S 0211’02" E 109.85’N 8751’50" E110.42’S 0214’29" E 109.67’N 8754’00" E179.85’S 0206’00" E 110.00’N 8757’22" E180.38’S 0206’00" E 110.00’N 8754’00" E N 8747’18" E180.49’N 8740’56" E75.48’N 0212’42" W 83.36’S 8748’58" W11.03’N 0222’18" W 1072.32’EIPEIPEIPEIPEIPEIPEIPR/W MON R/W MON EXISTING R/WEXISTING R/WEXISTING R/WEXISTING R/W EXISTING R/WEXISTING R/WKING ARTHUR ROAD 60’ R/W BM 1957 PG 101 KING ARTHUR ROAD 60’ R/W BM 1957 PG 101GUARDRAILGUARDRAIL
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54.80’
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50.00’
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50.00’N3225’31"W
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100.00’
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57.22’
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1
2
0
4
B
M
2
0
0
5
P
G
2
4
4
6
B
M
2
0
0
5
P
G
2
4
4
6
D
B
1
2
6
1
6
P
G
8
2
9
M
U
S
A
M
A
N
N
E
H
R
O
D
E
R
I
C
K
J
&
H
E
L
A
I
N
E
F
A
N
T
H
O
N
Y
D
B
1
2
5
8
3
P
G
1
4
2
1
B
M
2
0
0
5
P
G
2
4
4
6
E
M
P
E
R
A
T
R
I
Z
D
E
L
G
A
D
O
P
N AD 83/ N SRS 2007