18044_LRMF_EMP_20160506

S:\AAA-Master Projects\NC DOT Right-of-Way -ROW\ROW-500s\ROW-508 P-3800 CRISP BF Management\Revised EMP\EMP Cover Letter3.doc
Via Email

May 6, 2016

NC DEQ - Brownfields Program
1646 Mail Service Center
Raleigh, NC 27699-1646

Attention: Ms. Carolyn Minnich

Re: Revised Environmental Management Plan
NC DOT Charlotte Locomotive and Railcar Maintenance Facility
Charlotte, North Carolina
Brownfields ID 18044-14-060
H&H Job No. ROW-508

Dear Carolyn:

Please find the attached electronic version of the revised Brownfields Environmental
Management Plan (EMP) for the above-referenced site. NC DOT 100% plans are included as an
attachment to the EMP.

If you have any questions or comments, please feel free to contact us.

Sincerely,
Hart & Hickman, PC

David Graham Matt Bramblett, PE
Senior Project Geologist Principal

cc: Mr. Cyrus Parker, NC DOT (via email)
Mr. Gordon Box, NC DOT (via email)

Attachment

NC Brownfields
Environmental Management Plan
Charlotte Locomotive and Railcar
Maintenance Facility

Charlotte, Mecklenburg County
North Carolina

H&H Job No. ROW-508
State Project P-3800
WBS Element #49999.1.STR8
May 6, 2016

1 
EMP Form ver.1, October 23, 2014 
NORTH CAROLINA BROWNFIELDS PROGRAM 
ENVIRONMENTAL MANAGEMENT PLAN 

This form is to be used to prepare an Environmental Management Plan (EMP) for projects in the 
North Carolina Brownfields Program at the direction of a project manager for the program.  
Prospective Developers and/or their consultants must complete and submit this form and all 
pertinent attachments to their project manager prior to any site earthmoving or other 
development related activities.  For the resultant EMP to be valid for use, it must be completed, 
reviewed by the program, and signed by all signers at the bottom.  Consult your project 
manager if you have questions. 

GENERAL INFORMATION 

Date:   5/6/2016 

Brownfields Assigned Project Name:   Charlotte Locomotive and Railcar Maintenance Facility ‐ Charlotte 
Railroad Improvement and Safety Program (CRISP) 

Brownfields Project Number:  18044‐14‐060 

Brownfields Property Address:  NC DOT Parcel 32 ‐ 1320 S. Graham St (PIN 07326216) and NC DOT 
Parcel 31 ‐ southern portion (Parcel 31.1) of 1336 S. Graham St (PIN 07326215) 

Brownfields Property Area (acres):  approximately 2.5 acres 

Is Brownfields Property Subject to RCRA Permit?     ☐  Yes   ☒ No 
If yes enter Permit No.: Click here to enter text. 

Is Brownfields Property Subject to a Solid Waste Permit?  ☐ Yes  ☒ No 
 If yes, enter Permit No.:       

COMMUNICATIONS 

Prospective Developer (PD):  North Carolina Department of Transportation 
Phone Numbers:    Office:  (919) 707‐4731…..Mobile:  NA 
Email:  [e-mail] 
Primary PD Contact: Craig Newton, PE 
Phone Numbers:  Office:  (919) 707‐4731   Mobile:  NA 
Email: 
Environmental Consultant:  Hart & Hickman, PC ‐ Matt Bramblett, PE   
Phone Numbers:    Office:  (704) 887‐4620…..Mobile:  (704) 560‐8009 
Email:  [e-mail] 
 Brownfields Program Project Manager: Carolyn Minnich 
2 
EMP Form ver.1, October 23, 2014 
 Office:  (704) 661‐0330 
 Email:   [e-mail] 

Other DENR Program Contacts (if applicable, i.e., UST Section, Inactive Hazardous Site Branch, 
Hazardous Waste, Solid Waste): NA     

NOTIFICATIONS TO THE BROWNFIELDS PROGRAM 

Advance Notification Times to Brownfields Project Manager:  Check each box to accept minimum 
notice periods (in calendar days) for each type of onsite task: 
On‐site assessment or remedial activities:     Within 10 days ☒  
Construction or grading start:        Within 10 days  ☒ 
Discovery of stained soil, odors, USTs, buried drums or waste, landfill, or other signs of previously 
unknown contamination:      Within 48 hours ☒  
Implementation of emergency actions (e.g. dewatering, flood, or soil erosion control 
measures in area of contamination, venting of explosive environments):  
Within 48 hours  ☒ 
Installation of mitigation systems:       Within 10 days ☒ 
Other notifications as required by local, state or federal agencies to implement 
redevelopment activities: (as applicable):      Within 30 days ☒ 

REDEVELOPMENT PLANS 

1) Type of Redevelopment (check all that apply):    
☐ Residential   ☐ Recreational  ☐  Institutional  ☐ Commercial  ☐ Office   ☐Retail  ☒ Industrial   
☐  Other  specify: Click here to enter text. 

2)  Summary of Redevelopment Plans (attach conceptual or detailed plans as available):  
a) Do plans include demolition of structure(s)?:  ☒ Yes   ☐ No   ☐ Unknown 
b)  Do plans include removal of building foundation slab(s) or pavement:   
☒  Yes  ☐ No   ☐ Unknown 
c) Provide brief summary of redevelopment plans, including demolition, removal of building 
slabs/pavement and other structures: Preliminary redevelopment plans included demolition 
of the Ferguson Plumbing and Supply buildings on Parcel 32 (1320 S. Graham Street).  These 
buildings have been demolished.  The building slab on the northern portion of the property 
has been removed.  The building slab and asphalt parking located on the remaining southern 
portion of the property will remain in place until a potential separate phase of the project is 
conducted in the area (schedule unknown).  The southern portion of  1336 S. Graham Street 
(Parcel 31.1)  is occupied by a driveway, asphalt parking area, and a concrete slab area that 
will be removed prior to construction activities.  NC DOT plans to redevelop the subject 
3 
EMP Form ver.1, October 23, 2014 
properties along with several other adjacent and nearby properties with a locomotive and 
railcar maintenance facility.  Preliminary Site Layout and Construction Plans are included in 
Appendix A. 

3)  Which category of risk‐based screening level is used or is anticipated to be specified in the 
Brownfields Agreement? 
☐ Residential    ☒ Non‐residential or Industrial/Commercial 

Note: If children frequent the property, residential screening levels shall be cited in the Brownfields 
Agreement for comparison purposes.  

4)  Schedule for Redevelopment (attach construction schedule): 
a) Phase I start date and anticipated duration (specify activities during each phase):                  
7/1/2016 
The Project Redevelopment schedule is provided for the overall project which includes the 2 
Brownfields parcels as well as other parcels.   The Phase I project schedule prior to a 4 month 
delay is included in Appendix B. The schedule should be viewed by adding 4 months to the dates 
given. 

b) If applicable, Phase 2 start date and anticipated duration (specify activities during each 
phase): To be determined. 

c) Additional phases planned?  If yes, specify activities if known: 
  ☐ Yes   ☐ No   ☒ Not in the foreseeable future   ☐Decision pending 
d) Provide the planned date of occupancy for new buildings:  No buildings will be located on the 
subject properties. 

CONTAMINATED MEDIA 
Contaminated Media (attach tabulated data summaries for each impacted media and figure(s) with 
sample locations): 
Part 1. Soil:       ☒ Yes   ☐ No    ☐  Suspected         
Part 2. Groundwater:       ☐ Yes  ☒  No   ☐  Suspected         
Part 3. Surface Water:    ☐ Yes  ☒  No   ☐  Suspected         
Part 4.  Sediment:                          ☐ Yes   ☒ No    ☐ Suspected 
Part 5. Soil Vapor:       ☐ Yes  ☐  No   ☒  Suspected         
Part 6. Sub‐Slab Soil Vapor:         ☐  Yes ☐  No   ☒  Suspected         
Part 7. Indoor Air:              ☐  Yes  ☐  No   ☒  Suspected        

4 
EMP Form ver.1, October 23, 2014 
PART 1.  SOIL – Please fill out the information below, using detailed site plans, if available, or estimate 
using  known areas of contaminated soil and a conceptual redevelopment plan. Provide a figure 
overlaying new construction onto figure showing contaminated soil and groundwater locations. 

1) Known or suspected contaminants in soil (list specific compounds):   The project area consists of a
former junkyard (Parcel 32) and foundry warehouse and storage (Parcel 31). A summary of
parcel information and soil and groundwater impacts identified in the project area are provided in
Table 1. A Project Location Map and a Site Map depicting the project area are provided as
Figures 1 and 2, respectively. A compilation map of impacted soil at any level is provided as
Figure 3, and a compilation map of impacted soil above Industrial SRGs is provided as Figure 4.
Preliminary construction and grading plans are included in Appendix A. Available data tables
and figures depicting assessment data for each parcel are included in Appendix C.  
2) Depth of known or suspected contaminants (feet):   See soil data tables and figures depicting the
impacted soil areas for each parcel included in Appendix C.  
3) Area of soil disturbed by redevelopment (square feet):   Approximately 15,200 sq ft 
4) Depths of soil to be excavated (feet):  Up to 16 ft 
5) Estimated volume of soil (cubic yards) to be excavated (attach grading plan):    Approximately 
7,500 cy 
6) Estimated volume of excavated soil (cubic yards) anticipated to be impacted by contaminants:      
Approximately 1,600 cy 
7) Estimated volume of contaminated soil expected to be disposed of offsite, if applicable: 550 cy 
IMPORTED FILL SOIL 

1) Will fill soil be imported to the site?     ☐  Yes   ☐  No   ☒ Unknown 
2) If yes, what is the estimated volume of fill soil to be imported?  To be determined 
3) If yes, what is the depth of fill soil to be used at the property?    To be determined 
If a range of depths, please list the range. 

4) PRIOR TO ITS PLACEMENT AT THE BROWNFIELDS PROPERTY, provide plan to analyze fill soil to 
demonstrate that it meets acceptable standards and can be considered clean for use at the 
Brownfields property (Check all that apply): 
   ☒   Volatile organic compounds (VOCs) by EPA Method 8260 
 ☒  Semi‐volatile organic compounds (SVOCs) by EPA Method 8270 
 ☐   Metals RCRA List (8) (arsenic, barium, cadmium, chromium (speciated), mercury, lead, 
selenium and silver) 
 ☒  Metals –Hazardous Substance List ‐14 (antimony, arsenic, beryllium, cadmium, chromium 
(speciated according to IHSB protocol), copper, lead, manganese, mercury, nickel, selenium, silver, 
thallium, and zinc) 
 ☐ Metals – EPA Priority Pollutant List – 13 (arsenic, beryllium, cadmium, chromium (speciated 
according to IHSB protocol), copper, mercury, nickel, lead, antimony, selenium, silver, thallium, and 
zinc) 
 ☒ Other Constituents & Analytical Method:  PCBs (1668)  
☐ Known borrow material (DESCRIBE SOURCE AND ATTACH SAMPLING PROFILE):  To be 
determined 
5 
EMP Form ver.1, October 23, 2014 

MANAGING ONSITE SOIL  

1) If soil in known or suspected areas of contamination is anticipated to be excavated from the 
Brownfield Property, relocated on the Brownfields Property,or otherwise disturbed during site 
grading or other redevelopment activities, please provide a grading plan that clearly illustrates 
areas of cut and fill (approximate areas & volumes are acceptable, if only preliminary data 
available). 

2) HAZARDOUS WASTE DETERMINATION –  Does the soil contain a LISTED WASTE as defined in the 
North Carolina Hazardous Waste Section under 40 CFR Part 261.31‐261.35? ☐ Yes     ☒  No     

If yes, explain why below, including the level of knowledge regarding processes generating the 
waste( include pertinent analytical results as needed).        

If yes, do the soils exceed the “Contained‐Out” levels in Attachment 1 of the North Carolina 
Contained‐In Policy? ☐ Yes     ☐  No     

NOTE: IF SOIL MEETS THE DEFINITION OF A LISTED HAZARDOUS WASTE AND EXCEEDS THE 
CONTAINED‐OUT LEVELS IN ATTACHMENT 1 TO THE NORTH CAROLINA CONTAINED‐IN POLICY THE 
SOIL MAY NOT BE RE‐USED ON SITE AND MUST BE DISPOSED OF IN ACCORDANCE WITH DENR 
HAZARDOUS WASTE SECTION RULES AND REGULATIONS. 

3) HAZARDOUS WASTE DETERMINATION – Does the soil contain a CHARACTERISTIC WASTE?: 
  ☒ Yes     ☐  No     
If yes, mark reason(s) why below (and include pertinent analytical results).   

  ☐ Ignitability 
  ☐ Corrosivity 
  ☐  Reactivity 
  ☐  Toxicity 
  ☒  TCLP results 
  ☐ Rule of 20 results (20 times total analytical results for an individual hazardous 
constituent on TCLP list cannot, by test method, exceed regulatory TCLP standard) 

If no, explain rationale:       

NOTE: IF SOIL MEETS THE DEFINITION OF A CHARACTERISTIC HAZARDOUS WASTE, THE SOIL MAY NOT 
BE RE‐USED ON SITE AND MUST BE DISPOSED OF IN ACCORDANCE WITH DENR HAZARDOUS WASTE 
SECTION RULES AND REGULATIONS. 

4) Screening criteria by which soil disposition decisions will be made (e.g., left in place, capped in 
place with low permeability barrier, removed to onsite location and capped, removed offsite): 
 ☐  Preliminary Health‐Based Residential SRGs Click here to enter a date. 
 ☒  Preliminary Health‐Based Industrial/Commercial SRGs  4/1/2016 
 ☐  Site‐specific risk‐based cleanup level, or acceptable concentrations determined via 
calculated cumulative risk. Enter details of methods used for determination/explanation: 
6 
EMP Form ver.1, October 23, 2014 
  Hazardous lead impacted soil, non‐hazardous impacted soil, and non‐impacted soil are 
located in the proposed cut area on Parcel 32.  NC DOT will treat the hazardous lead impacted soil to 
non‐hazardous levels and reuse the treated soil in a proposed privacy berm located on the Parcel 31.1 
portion of the Brownfields footprint or dispose of the soil in a Subtitle D landfill.  The soil will likely be 
disposed in a landfill.  NC DOT will also reuse the non‐hazardous impacted soil and non‐impacted soil 
cut from Parcel 32 in the berm.   Re‐use or disposal of the treated hazardous soil will require NC DEQ 
approval.   A hazardous soil and treatment removal  work plan dated April 26, 2016 was submitted to 
NC DEQ for approval of these activities.   If placed in the berm, the treated soil will require 2 ft of 
cover material or hardscape.  NC DOT would like to reuse non‐impacted soil and impacted soil below 
the Industrial SRGs as cover material in the berm.  Additional soil samples were recently collected to 
better define the non‐impacted soil in the proposed cut area on Parcel 32 and the level of 
contamination (if impacted).  The supplemental soil sampling data are provided under separate cover.    

5)  Check the following action(s) to be taken during excavation and management of said soils: 

☒  Manage fugitive dust from site: 
  ☒  Yes  ☐ No  
 If yes, describe method; If no, explain rationale:  Typical construction dust control measures 
will be utilized such as wetting with water trucks or hoses to manage nuisance dust levels. 

☒  Field Screening:   
  ☒ Yes  ☐ No  
If yes, describe method; If no, explain rationale:  Visual and olfactory, supplemented with field 
OVA measurements if/where new areas of suspect soils are identified during construction. 

☒  Soil Sample Collection: 
  ☒ Yes   ☐ No  
If yes, describe method (e.g., in‐situ grab, composite, stockpile, etc.); If no, explain rationale:  
If suspect soil is encountered and field screening described above indicates potential for
previously unknown contamination, the suspect soil will be stockpiled and covered in a secure
area to allow construction to progress while samples are collected and analyzed, and results
evaluated to determine the appropriate disposition of the stockpiled soil. Stockpiles will be
placed on and covered with plastic sheeting; configured to minimize contact with surface flow,
and will be placed to prevent erosion. Soil samples will be collected as a composite sample
(except VOCs will be grab samples) from representative locations within the stockpile and
analyzed as per below. 
☒  Stockpile impacted soil in accordance with NCDENR IHSB protocol in the current version of 
the “Guidelines for Assessment and Cleanup”, and providing erosion control, prohibiting 
contact between surface water/precipitation and contaminated soil, and preventing 
contaminated runoff.   Explain any variances: 

☒   Analyze potentially impacted soil for the following chemical analytes: 
  ☒  Volatile organic compounds (VOCs) by EPA Method 8260 
  ☒  Semi‐volatile organic compounds (SVOCs) by EPA Method 8270 
7 
EMP Form ver.1, October 23, 2014 
  ☐   Metals RCRA List (8) (arsenic, barium, cadmium, chromium (speciated), mercury, 
lead, selenium and silver) 
  ☒  Metals –Hazardous Substance List ‐14 (antimony, arsenic, beryllium, cadmium, 
chromium (speciated according to IHSB protocol), copper, lead, manganese, mercury, nickel, 
selenium, silver, thallium, and zinc) 
  ☐ Metals – EPA Priority Pollutant List – 13 (arsenic, beryllium, cadmium, chromium 
(speciated according to IHSB protocol), copper, mercury, nickel, lead, antimony, selenium, silver,  
thallium, and zinc) 
  ☒ Other Constituent(s) & Analytical Method(s):  PCBS by EPA Method 1668 

☒  Proposed Measures to Obtain Pre‐Approval for Reuse of Impacted Soil within the 
Brownfields Property Boundary 
  ☒  Provide documentation of analytical report(s) to Brownfields Project Manager 
  ☒  Provide documentation of final location, thickness and depth of relocated soil on 
site map to Brownfields Project Manager once known 
  ☐  Use geotextile to mark depth of fill material (provide description of material) 
  ☒  Manage soil under impervious cap ☒ or clean fill  ☒  
Describe cap or fill: Soil impacted above Industrial SRGs will be covered with 2 ft of fill 
below Industrial SRGs, a geotextile and 1 ft of fill below Industrial SRGs, or hardscape  
(provide location diagram) 
  ☒ Confer with NC BF Project Manager if Brownfield Plat must be revised (or re‐
recorded if actions are Post‐Recordation). 
  ☒ Other: Note that impacted soil exceeds Industrial PSRGs 

☐ Final grade sampling of exposed soil (i.e., soil that will not be under buildings or permanent 
hardscape): [if not checked provide rationale for not needing] 
 Provide diagram of soil sampling locations, number of samples, and denote Chemical 
Analytical Program with check boxes below (Check all that apply):    
  ☐  Volatile organic compounds (VOCs) by EPA Method 8260 
  ☐  Semi‐volatile organic compounds (SVOCs) by EPA Method 8270 
  ☐   Metals RCRA List (8) (arsenic, barium, cadmium, chromium (speciated), mercury, 
lead, selenium and silver) 
  ☐  Metals –Hazardous Substance List ‐14 (antimony, arsenic, beryllium, cadmium, 
chromium (speciated according to IHSB protocol), copper, lead, manganese, mercury, nickel, 
selenium, silver, thallium, and zinc) 
  ☐ Metals – EPA Priority Pollutant List – 13 (arsenic, beryllium, cadmium, chromium 
(speciated according to IHSB protocol), copper, mercury, nickel, lead, antimony, selenium, silver, 
thallium, and zinc) 
 ☐ Pesticides 
 ☐ PCBs 
  ☒ Other Constituents & Analytical Method:  Testing of final grade is not necessary 
because import soil will be tested; soil has already been assessed; it is a heavy industrial setting; and 
cover for soil impacted above Industrial SRGs is specified above 
OFFSITE TRANSPORT & DISPOSITION OF EXCAVATED SOIL  
NOTE: Unless soil will be transported offsite for disposal in a permitted facility under applicable 
regulations, no contaminated or potentially contaminated soil may leave the site without approval 
from the brownfields program.  Failure to obtain approval may violate a brownfields agreement, 
8 
EMP Form ver.1, October 23, 2014 
endangering liability protections and making said action subject to enforcement.  Justifications 
provided below must be approved by the Program in writing prior to completing transport activities. 
☒  Transport and dispose of impacted soil offsite (documentation of final disposition must be sent to 
Brownfields Project Manager) 
 ☒  Landfill – analytical program determined by landfill  
 ☒  Landfarm or other treatment facility  If only petroleum impacts 
 ☐  Use as Beneficial Fill Offsite – provide justification:  Click here to enter text. 
 ☐  Use as Beneficial Fill at another Suitable Brownfields Site – (Note: a determination that a 
site is a “Suitable Brownfields” site will require, at a minimum, that similar concentrations of the same 
or similar contaminants already exist at both sites, use of impacted soil as beneficial soil will not 
increase the potential for risk to human health and the environment at that site, and that notarized 
documentation of the acceptance of such soil from the property owner of the receiving site is 
provided to Brownfields.  Provide justification:  Click here to enter text. 

MANAGEMENT OF UTILITY TRENCHES 
☐  Install liner between native impacted soils and base of utility trench before filling with clean fill 
(Preferred) 

☒  Last out, first in principle for impacted soils (if soil  can safely be reused onsite and is not a 
hazardous waste), i.e., impacted soils are placed back at approximately the depths they were 
removed from such that impacted soil is not placed at a greater depth than the original depth from 
which it was excavated. 

 ☐ Evaluate whether necessary to install barriers in conduits to prevent soil vapor transport, and/or 
degradation of conduit materials due to direct impact with contaminants? Result: Yes □ No □  
If no, include rationale here.   Click here to enter text.   
If yes, provide specifications on barrier materials 

Other comments regarding managing impacted soil in utility trenches:   .  

PART 2.  GROUNDWATER  – Please fill out the information below and attach figure showing 
distribution of groundwater contaminants at site 

What is the depth to groundwater at the Brownfields Property?    The depth to groundwater is 
approximately 10 ft below ground surface across the project area. 

Is groundwater known to be contaminated by    ☐onsite   ☐ offsite   ☒ both   ☒ or unknown  
sources?  Describe source(s):  Low level manganese was detected in groundwater above the 2L
Standard on Parcel 32. The manganese is likely naturally occurring and no DEQ surface water
quality criteria exists for manganese. Low level petroleum groundwater impacts were previously
detected on the northern and western portions of Parcel 31. No groundwater samples have been
collected in the proposed Brownfield footprint of Parcel 31.1. Impacted groundwater data is
provided in tables and figures included in Appendix C.  

9 
EMP Form ver.1, October 23, 2014 
What is the direction of groundwater flow at the Brownfields Property?   Based on historical 
information groundwater flow is to the east‐southeast on the northern side of Parcel 31.  

Will groundwater likely be encountered during planned redevelopment activities?    ☒ Yes    ☐  No 
If yes, describe these activities:  Groundwater may be encountered during cut activities and/or 
utility/drainage construction activities.  However, due to the apparent lack of impacts, groundwater is 
not expected to be a significant redevelopment issue. 

In the event that contaminated groundwater is encountered during redevelopment activities (even if 
no is checked above), list activities for contingent management of groundwater (e.g., dewatering of 
groundwater from excavations or foundations, containerizing, offsite disposal, discharge to sanitary 
sewer, or sampling procedures):  If suspected contaminated groundwater gathers in an open 
excavation, appropriate worker safety measures will be undertaken.  The accumulated water will be 
allowed to evaporate, sprayed onto impacted areas for dust control, tested and disposed off‐site (if 
impacted), or tested and discharged to the storm sewer (if not impacted above DEQ surface water 
standards). 

PART 3.  SURFACE WATER – Please fill out the information below. 
Attach a map showing the location of surface water at the Brownfields Property. 

Is surface water at the property known to be contaminated:    ☐  Yes  ☒  No    

Will workers or the public be in contact with surface water during planned redevelopment activities? 
     ☐ Yes    ☒  No 

In the event that contaminated surface water is encountered during redevelopment activities,  or 
clean surface water enters open excavations, list activities for management of such events (e.g. 
flooding, contaminated surface water run‐off, stormwater impacts):  If surface water run‐off gathers in 
an open excavation determined during construction to be impacted, appropriate worker safety 
measures will be undertaken.  The accumulated water will be allowed to evaporate, sprayed onto 
impacted areas for dust control, tested and disposed off‐site (if impacted), or tested and discharged to 
the storm sewer (if not impacted above DEQ surface water standards).  

PART 4.  SEDIMENT – Please fill out the information below.   
Is sediment at the property known to be contaminated:    ☐  Yes  ☒  No    

Will workers or the public be in contact with sediment during planned redevelopment activities? 
     ☐ Yes    ☒  No 

If yes, attach a map showing location of known contaminated sediment at the property. 

In the event that contaminated sediment is encountered during redevelopment activities, list 
activities for management of such events (stream bed disturbance):  If impacted sediment is 
encountered or disturbed, impacted sediment will be managed in accordance with impacted soil 
management procedures described above.   
10 
EMP Form ver.1, October 23, 2014 

PART 5.  SOIL VAPOR – Please fill out the information below.   
Do concentrations of volatile organic compounds at the Brownfields property exceed the following 
vapor intrusion screening levels in the following media: 

IHSB Residential Screening Levels: 
 Soil Vapor:    ☐ Yes      ☐  No     ☒  Unknown 
 Groundwater:  ☐ Yes      ☐  No     ☒  Unknown 

IHSB Industrial/Commercial Screening Levels: 
Soil Vapor:    ☐ Yes      ☐  No     ☒  Unknown 
 Groundwater:  ☐ Yes      ☐  No     ☒  Unknown 

Attach a map showing the location of soil vapor contaminants that exceed site screening levels.  

If applicable, at what depth(s) is soil vapor known to be contaminated?  Because no buildings are 
proposed on the Brownfields site, no vapor intrusion sampling has been conducted on the subject 
properties. There are widespread petroleum impacted soils on Parcel 32.  No VOCs were detected in a 
groundwater sample collected from Parcel 32.  Low level petroleum constituents were detected in 
groundwater samples collected on the northern and western portions of Parcel 31 outside of the 
proposed Brownfields footprint (see Tables and Figures in Appendix C). 

Will workers encounter contaminated soil vapor during planned redevelopment activities?  
    ☐ Yes    ☐  No  ☒  Unknown 

In the event that contaminated soil vapor is encountered during redevelopment activities (trenches, 
manways, basements or other subsurface work, list activities for management of such contact:        In 
the event contaminated soil vapors are encountered during redevelopment activities, the area will be 
evacuated and appropriate safety screening of the vapors will be performed.  If results indicate 
further action is warranted, appropriate engineering controls (such as use of industrial fans) will be 
implemented. 

PART 6.  SUB‐SLAB SOIL VAPOR ‐please fill out the information below if existing buildings or 
foundations will be retained in the redevelopment. 

Are sub‐slab soil vapor data available for the Brownfields Property?    ☐ Yes   ☒  No  ☐  Unknown 

If data indicate that sub‐slab soil vapor concentrations exceed screening levels, attach a map showing 
the location of these exceedances. 

At what depth(s) is sub‐slab soil vapor known to be contaminated?   ☐  0‐6 inches  ☐  Other,  If other 
describe:          

Will workers encounter contaminated sub‐slab soil vapor during planned redevelopment activities?  
11 
EMP Form ver.1, October 23, 2014 
    ☐ Yes    ☐  No   ☒  Unknown 

In the event that contaminated soil vapor is encountered during redevelopment activities, list 
activities for management of such contact:   In the event contaminated soil vapors are encountered 
during redevelopment activities, the area will be evacuated and appropriate safety screening of the 
vapors will be performed.  If results indicate further action is warranted, appropriate engineering 
controls (such as use of industrial fans) will be implemented. 

PART 7.  INDOOR AIR – Please fill out the information below .  

Are indoor air data available for the Brownfields Property?    ☐   Yes   ☒  No    ☐  Unknown 

If yes, attach a map showing the location where indoor air contaminants exceed site screening levels. 

If the structures where indoor air has been documented to exceed risk‐based screening levels will not 
be demolished as part of redevelopment activities, will workers encounter contaminated indoor air 
during planned redevelopment activities?  
    ☐ Yes    ☐  No  ☐ Unknown 

In the event that contaminated indoor air is encountered during redevelopment activities, list 
activities for management of such contact:  Although not anticpated, in the event contaminated 
vapors are encountered during redevelopment activities, the area will be evacuated and appropriate 
safety screening of the vapors will be performed.  If results indicate further action is warranted, 
appropriate engineering controls (such as use of industrial fans) will be implemented.    

PART 8 – Vapor Mitigation System – Please fill out the information below .  

Is a vapor intrusion mitigation system proposed for this Brownfields Property? 
       ☐ Yes    ☒  No  ☐ Unknown 

If yes, provide the date the plan was submitted to the Brownfields Program. 

Attach the plan. 

Has the vapor mitigation plan been approved by the NC Brownfields Program? 
 ☐  Yes   ☒  No     ☐  Unknown 
Has the vapor mitigation plan been signed and sealed by a North Carolina professional engineer?      
☐ Yes    ☒  No 

What are the components of the vapor intrusion mitigation system? 
☐  Sub‐slab depressurization system 
☐  Sub‐membrane depressurization system 
☐  Block‐wall depressurization system 
12 
EMP Form ver.1, October 23, 2014 
☐ Drain tile depressurization system 
☐  Passive mitigation methods 
☐ Vapor barriers 
☐ Perforated piping vented to exterior 
☐  Other method:  Because there are no proposed buildings in this portion of the project area and the 
existing buildings have been removed, no vapor mitigation system is planned for the site.     
PART 9.  CONTINGENCY FOR ENCOUNTERING UNKNOWN TANKS, DRUMS, OR OTHER WASTE 
MATERIALS 
Please provide a contingency plan in the event unknown tanks, drums, fuel lines, landfills,  or other 
waste materials are encountered during site activities. 
Check the following activities that will be conducted prior to commencing  earth‐moving activities at 
the site: 
☒ Review of historic maps (Sanborn Maps, facility maps) 
☒ Conducting geophysical surveys to evaluate the location of suspect UST, fuel lines, utility lines, etc. 
☒ Interviews with employees/former employees/facility managers/neighbors 
Notification to State Brownfields Project Manager, UST Section, Fire Department, and/or other 
officials, as necessary and appropriate, is required when new potential source(s) of contamination are 
discovered.  See Notification Section on Page 1 for notification requirements. 
POST‐REDEVELOPMENT REPORTING 
In accordance with the site’s Brownfield Agreement, provide a report within the designated schedule 
to the State Brownfields Project Manager. 
☒  Check box to acknowledge consent to provide a redevelopment summary report in compliance 
with the site’s Brownfields Agreement. 
APPROVAL SIGNATURES 
Prospective Developer Date 
Printed Name/Title/Company 
NCDOT Signature on file
Matt Bramblett PE/Principal/Hart & Hickman PC 5/6/16
Consultant Date
Printed Name/Title/Company
Date
13
EMP Form ver.1, October 23, 2014
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 (additional  delineation  of  impacted  soils  was  completed  at  the  site). As  part  of   LSA  activities, seven  
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 MSCC  in  one  soil  sample  location.  Petroleum  groundwater  impacts  were  also  detected  slightly  
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 (o
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 Parcels  07326215, 07326203, 07326207,07326231, & 07326201) w/ "low  confidence" were  identified  
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 levels  including  DRO, PAHs  and  manganese  were  detected  on  Parcel  31. An  estimated  9,900  cubic  yards  
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r
 is  approximately  8  to  13  ft  below  grade.
07
3
2
6
2
1
6
 (3
2
)
13
2
0
 S.
 Gr
a
h
a
m

St
r
e
e
t
NC
 DO
T

1
.
6
2
5
Sm
i
t
h
 Me
t
a
l
 & Ir
o
n
 ju
n
k
y
a
r
d
 an
d
 plu
m
b
i
n
g

su
p
p
l
y
/
d
i
s
t
r
i
b
u
t
o
r
Va
c
a
n
t
 (F
o
r
m
e
r

Fe
r
g
u
s
o
n
 Plu
m
b
i
n
g

Su
p
p
l
y
)
 ‐

PS
A
 De
c
e
m
b
e
r
 1,
 20
1
4
 ‐

Wi
d
e
s
p
r
e
a
d
 im
p
a
c
t
e
d
 so
i
l
 is
 present. The  primary  contaminants  are  TPH, PCBs, and  metals  (particularly  lead).  An  estimated  30,000  to  
35
,
0
0
0
 to
n
s
 of
 im
p
a
c
t
e
d
 so
i
l
 ap
p
e
a
r
 to
 be
 pr
e
s
e
n
t
.

A  po
r
t
i
o
n
 of  the  impacted  soil  exceeds  the  characteristically  hazardous  waste  threshold  for  lead. Three  possible  
US
T
s
 ou
t
s
i
d
e
 of
 th
e
 pr
o
p
o
s
e
d
 cu
t
 ar
e
a
 we
r
e
 id
e
n
t
i
f
i
e
d
 on  site  via  EM/GPR.
‐ Ha
z
a
r
d
o
u
s
 So
i
l
 Re
m
o
v
a
l
 Wo
r
k
 Pl
a
n
 an
d
 Gr
o
u
n
d
w
a
t
e
r
 Results  April  26, 2016  ‐ A  temporary  monitoring  well  was  installed  and  sampled  to  determine  if  lead  was  
le
a
c
h
i
n
g
 to
 gr
o
u
n
d
w
a
t
e
r
 ne
a
r
 th
e
 ha
z
a
r
d
o
u
s
 le
a
d
 im
p
a
c
t
e
d
 soil  area.   No  lead  impacts  were  detected  in  groundwater. Low  level  manganese  was  detected  in  
gr
o
u
n
d
w
a
t
e
r
 ab
o
v
e
 th
e
 2L
 St
a
n
d
a
r
d
.
 Th
e
 ma
n
g
a
n
e
s
e
 is
 likely  naturally  occuring.
S:\
A
A
A
-
M
a
s
t
e
r

P
r
o
j
e
c
t
s
\
N
C

D
O
T

R
i
g
h
t
-
o
f
-
W
a
y

-
R
O
W
\
R
O
W
-
5
0
0
s
\
R
O
W
-
5
0
8

P
-
3
8
0
0

C
R
I
S
P

B
F

M
a
n
a
g
e
m
e
n
t
\
R
e
v
i
s
e
d

E
M
P
\
B
F

P
a
r
c
e
l

S
u
m
m
a
r
i
e
s
T
a
b
l
e
1
.
x
l
s
x
5/
4
/
2
0
1
6
Table 1 (Page 1 of 1)Hart & Hickman, PC
SITE
0 2000 4000
APPROXIMATE
SCALE IN FEET
N
U.S.G.S. QUADRANGLE MAP
QUADRANGLE
7.5 MINUTE SERIES (TOPOGRAPHIC)
CHARLOTTE EAST, NC 1991
TITLE
PROJECT
SITE LOCATION MAP
CHARLOTTE LOCOMOTIVE AND RAILCAR
MAINTENANCE FACILITY
CHARLOTTE, MECKLENBURG COUNTY, NORTH CAROLINA
DATE:
JOB NO:
REVISION NO:
FIGURE:
2-2-16 0
1ROW-508
2923 S. Tryon Street, Suite 100
Charlotte, NC 28203
704.586.0007(p)
704.586.0373(f)

Appendix A

NC DOT Plan Sheets
H515
29
SWSW
SW
STORAGE PLATFORMS
S
CONC
CONC
CONC
S
S
SS
to Sta. 128+00 (Phase 1A)
Plan - TRK5 Sta. 116+50
4" PVC S/L
CO
700.94
TO GASTONIA
TO
GASTONIA
TO CONCORD
TO CONCORD

VICINITY MAP
4

STATE STATE PROJECT REFERENCE NO.
STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION
NO.
TOTAL
SHEETS
N.C.
SHEET
A
R
T
MEN
N
A
S
O H
NC DEPARTMENT OF
TRANSPORTATION
CN
D
E
P
T
O
F TRA SPORT
T
I O N
T A TEOFN RT
CAR
O
LI
N
A

0
0
0
PROFILE (HORIZONTAL)
GRAPHIC SCALES
PLANS
PROFILE (VERTICAL)
LOCATION:
TYPE OF WORK:
0
00
C
O
N
T
R
A
C
T
:
T
I
P

P
R
O
J
E
C
T
:
PROJECT LENGTH

RIGHT OF WAY DATE:
LETTING DATE:
2012 STANDARD SPECIFICATIONS
N CNORTH CAROLINA
D
C N
50 100
50
10 20
100
50
50
10

NCDOT PROJECT MANAGER
CRAIG M. NEWTON, P.E.
RAIL PROJECT ENGINEER
STEVEN C. NORIEGA, P.E.
HYDROLOGY ENGINEER
ROADWAY ENGINEER
Prepared in the Offices of:
ENGINEER
HYDRAULICS
P.E.
SIGNATURE:SIGNATURE:
P.E.
SIGNATURE:
P.E.
RAIL ENGINEER
ENGINEER
ROADWAY

LENGTH OF STRUCTURE TIP PROJECT
LENGTH OF RAIL TIP PROJECT
TOTAL LENGTH OF TIP PROJECT
RAIL PROJECT ENGINEER
3/4/2016 simmonbt I:\Projects\4015156\4015156_0001\90_CAD Models and Sheets\04_CK_Track_Rail\Plot Sheets\4015156_SHT_1.dgn
MECKLENBURG COUNTY
rris Mo Berg
A R C H I T E C T S
[phone] FAX [phone]
CHARLOTTE, NC 28208
1401 WEST MORREHEAD STREET, SUITE 125
SUBMITTAL:
DATE:
NS MAINLINE RAILROAD ROADBED (MP 378.26)
_
77
_
77
_
277
Norfolk Corp.Southern
BEGIN PROJECT
END PROJECT
74
(49
(160
(49
(27
29
(27
CHARLOTTE
Foundry
Pipe &
Charlotte
Park
Neighborhood
Whilmore
Stadium
America
Bank of
_
277
74
(
N
C

2
7
)
M
O
R
E
H
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A
D

S
T
R
E
E
T
P
A
L
M
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R
S
T
R
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E
T
-TRK6-
-TRK5-
-TRK7-
P
E
N
M
A
N

S
T
R
E
E
T
(I-27
7)
J
O
H
N
B
E
L
K
F
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E
W
A
Y
S
U
M
M
I
T
A
V
E
N
U
E
(SR 1187)CARSO
N BOULEVARD
TO EAST OF SUMMIT AVENUE (MP 378.74)
0.0 MILES
0.48 MILES
0.48 MILES
PE, UTL PE
P-2918F
P
-
2
9
1
8
F
TO MP 378
TO CONCORD
TO M
P
3
7
9
TO

GA
S
TON
IA
1
4
0
1
3
5
1
3
0
1
2
5
12
0
11
5
MAIN TRACKS
EXIST. NSR.
49999.3.STR8
-TRK5- STA. 140+72.48
PROP. TRACK #5
END TIP PROJECT P-2918F
-TRK5- STA. 116+50.00
PROP. TRACK #5
BEGIN TIP PROJECT P-2918F
(BY OTHERS)
FUTURE TRACK
OPERATIONS AND FACILITIES
RAIL DIVISION
STATE OF NORTH CAROLINA
PLATFORM
PROP. SERVICE
100% PLANS
5
(BY OTHERS)
FUTURE -TRK7-
GRAHAM STREET
N O RTH CARO
LIN
A
P R OFESS
I
ONA
L
E
NGINEER
S
T
E
V
EN
C
H
R
ISTOPHER NORIEGA033404
SEAL
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
MORIAH B. ELLINGTON, P.E.
JEFF E. BLIND, P.E.
$TOT$G-01
SCO# 100863403
FACILITY AND OFFICE BUILDING
PROPOSED MAINTENANCE
FACILITY YARD
LOCOMOTIVE & RAILCAR MAINTENANCE
AND DRAINAGE AND PAVING FOR THE
TRACKWORK, RAILROAD ROADBED GRADING,
N O RTH CAR
O
LIN
A
P R OFESS
I
ON
A
L
E
NGINEERMORI
A
H B. ELLINGTON
031992
SEAL
FEBRUARY 29, 2016
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469
3/4/2016 3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
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8

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4
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PROJECT REFERENCE NO.SHEET NO.
R/W SHEET NO.
RAIL DESIGN
ENGINEER
HYDRAULICS
ENGINEER
D
C
N
P-2918F
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
N O RTH CAR
O
LIN
A
P R OFESS
I
ON
A
L
E
NGINEERMORI
A
H B. ELLINGTON
031992
SEAL SHEET NUMBER SHEET TITLE
1-A
INDEX OF DRAWINGS
SHEET NUMBER SHEET TITLE
DocuSign Envelope ID: 2C49F13A-7049-4347-B41F-0AF13BBBEBC4
3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
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8

3
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4
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6
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.
d
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PROJECT REFERENCE NO.SHEET NO.
R/W SHEET NO.
RAIL DESIGN
ENGINEER
HYDRAULICS
ENGINEER
D
C
N
P-2918F
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
N O RTH CAR
O
LIN
A
P R OFESS
I
ON
A
L
E
NGINEERMORI
A
H B. ELLINGTON
031992
SEAL
Existing Edge of Pavement
Existing Curb
Proposed Slope Stakes Cut
Proposed Slope Stakes Fill
Proposed Wheel Chair Ramp WCR
Existing Metal Guardrail
Existing Cable Guiderail
Proposed Guardrail
Pavement Removal
Baseline Control Point
RIGHT OF WAY:
Existing Right of Way Marker
Existing Right of Way Line
h
Existing Control of Access
Proposed Control of Access
Proposed Right of Way Line
C
F
Existing Easement Line
Proposed Temporary Construction Easement
Proposed Temporary Drainage Easement
Proposed Permanent Drainage Easement
Proposed Permanent Utility Easement
HYDROLOGY:
Stream or Body of Water
Hydro, Pool or Reservoir
Flow Arrow
Disappearing Stream
Spring
;
z
v
W
K
Proposed Lateral, Tail, Head Ditch
False Sump
Proposed Cable Guiderail
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End Wall
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Paved Ditch Gutter
UTILITIES:
ROADS AND RELATED FEATURES:
Existing Power Pole
Proposed Power Pole
P
U/G Power Cable Hand Hole
Power Manhole
Power Line Tower
Power Transformer
Existing Joint Use Pole
Proposed Joint Use Pole
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Booth
Telephone Pedestal
U/G Telephone Cable Hand Hole
R
}
T
p
]
Q
l
e
]
/
b
H-Frame Pole O O
POWER:
TELEPHONE:
Telephone Cell Tower
Recorded U/G Power Line
Recorded U/G Telephone Cable
Designated U/G Telephone Cable (S.U.E.*)
Recorded U/G Telephone Conduit
Designated U/G Telephone Conduit (S.U.E.*)
Recorded U/G Fiber Optics Cable
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
Recorded U/G Water Line
4
I
H
a
TV:
TV Satellite Dish
TV Pedestal
TV Tower
U/G TV Cable Hand Hole
Recorded U/G TV Cable
Recorded U/G Fiber Optic Cable
Designated U/G Fiber Optic Cable (S.U.E.*)
r
|
I
]
GAS:
Gas Valve
Gas Meter
Recorded U/G Gas Line
n
c
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Recorded SS Forced Main Line
Designated SS Forced Main Line (S.U.E.*)
d
o
A/G Water
Above Ground Gas Line A/G Gas
Above Ground Water Line
Above Ground Sanitary Sewer A/G Sanitary Sewer
MISCELLANEOUS:
Utility Pole O
F
S
3
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line
?
CONC
CONC WW
v
v
Drainage Box: Catch Basin, DI or JB
Storm Sewer
Storm Sewer Manhole m
U/G Tank; Water, Gas, Oil
A/G Tank; Water, Gas, Oil
BOUNDARIES AND PROPERTY:
State Line
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin
Property Corner
Property Monument
Existing Fence Line
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
g
F
123
Existing Wetland Boundary
Proposed Wetland Boundary
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
BUILDINGS AND OTHER CULTURE:
Area Outline
Gas Pump Vent or U/G Tank Cap
Church
School
Dam
Sign
Small Mine
Well
V
M
WW
S
x
Foundation
S
Building
y
y
VEGETATION:
Single Tree X
Y
Vineyard
Single Shrub
Hedge
Woods Line
Orchard
Vineyard
RAILROADS:
RR Abandoned
RR Dismantled
S
FLOW
Designated U/G Power Line (S.U.E.*)
Designated U/G Fiber Optics Cable (S.U.E.*)
Designated U/G Water Line (S.U.E.*)
Designated U/G TV Cable (S.U.E.*)
Designated U/G Gas Line (S.U.E.*)
U/G Test Hole (S.U.E.*)
WLB
EIP B
ECM
CONC HW
CB
MILEPOST 35
SWITCH
Cemetery
EXISTING STRUCTURES:
Parcel / Sequence Number
E
AATUR
End of Information E.O.I.
RAIL DIVISION
STATE OF NORTH CAROLINA
Abandoned According to Utility Records
WLB
EAB
EPB
R
W
R
W
R
W
C
A
E
TDE
PDE
PUE
S
P
P
T
T
TC
TC
T FO
T FO
W
W
TV
TV
TV FO
TV FO
G
G
SS
FSS
FSS
?UTL
Jurisdictional Stream JS
Buffer Zone 1
Buffer Zone 2
BZ 1
BZ 2
Wetland
Proposed Permanent Easement with
Iron Pin and Cap Marker
Proposed Temporary Utility Easement TUE
Iron Pin and Cap Marker
Proposed Right of Way Line with
Concrete or Granite Marker
Proposed Right of Way Line with
DUEProposed Permanent Drainage / Utility Easement
Existing Track To Be Retained
Existing RR Signal Milepost
Existing Track to be Removed
Proposed Track
Proposed Turnout
Proposed Milepost
Existing Switch

1-B
Building Removal
CONVENTIONAL PLAN SHEET SYMBOLS
Proposed Platform
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469
3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
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6
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l
s

a
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T
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a
c
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1
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S
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C
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d
g
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d
j
e
PROJECT REFERENCE NO.SHEET NO.
R/W SHEET NO.
RAIL DESIGN
ENGINEER
HYDRAULICS
ENGINEER
D
C
N
P-2918F
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
N O RTH CAR
O
LIN
A
P R OFESS
I
ON
A
L
E
NGINEERMORI
A
H B. ELLINGTON
031992
SEALMISCELLANEOUS:
TRACK ALIGNMENT - VERTICAL
DRAINAGE
0s
s
c
TRACK ALIGNMENT - HORIZONTAL
L
STB
WSP
RCP
RCBC
INV
FF
DIA
DI
CI/CIP
BCCMP
Stone Box Culvert
Welded Steel Pipe
Reinforced Concrete Pipe
Reinforced Concrete Box Culvert
Invert
Filter Fabric
Diameter
Drop Inlet
Cast Iron Pipe
Bituminous Coated Corrugated Metal Pipe
Spiral Deflection
Spiral Angle
Curve Angle
VPT
VPI
VPC
T/R / T/RAIL
R
L
EL/ELEV
MISCELLANEOUS (CONT'D):
Vertical Point of Tangency
Vertical Point of Intersection
Vertical Point of Curvature
Top of Rail
Rate of Change of Gradient, per 100 Ft
Vertical Curve Length
Elevation
ABBREVIATIONS
Y
X
TS
TO
ST
SPI
SC
RHTO
R
PT
PS
POT
PINC
PI/TO
PIt
PIc
PC
Ls
LHTO
L
I
Eu
Ea
Dc
CS
CP
CD
Spiral Tangent Offset
Spiral Tangent Length to Offset
Tangent to Spiral
Turnout
Spiral to Tangent
Point of Intersection (Spiral)
Spiral to Curve
Right Hand Turnout
Radius
Point of Tangency
Point of Switch
Point on Tangent
Point of Intersection,No Curve
Point of Intersection/Turnout
Point of Intersection (Tangent)
Point of Intersection (Circular Curve)
Point of Curvature
Length of Spiral
Left Hand Turnout
Length of Curve
Curve Intersection Angle
Unbalanced Superelevation (Inches)
Actual Superelevation (Inches)
Degree of Curvature
Curve to Spiral
Control Point
Cant Deficiency
1-C
WB
W/
W
VERT
VAR
V
TYP
TRK7
TRK6
TRK5
TRK
SY
SWM
STA
ST
SR
SHT
SHLDR
SEG
SB
S
S.U.E.
RT
RR
RH
REQ'D
RD
R/W
PSRM
PROP
PGL
PAV'T/PVMT
OHU
NS/NSR
NO
NCRR
NB
Westbound
With
West
Vertical
Varies
Velocity (MPH)
Typical
Prop. Track #7
Prop. Track #6
Prop. Track #5
Track
Square Yards
Storm Water Management
Station
Street
State Route
Sheet
Shoulder
Segment
Southbound
South
Subsurface Utility Engineering
Right
Railroad
Righthand
Required
Road
Right -of-Way
Permanent Soil Reinforcement Mat
Proposed
Profile Grade Line
Pavement
Overhead Utility
Norfolk Southern Railway
Number
North Carolina Railroad
Northbound
UNCL
NIC
N/A
N
MPH
MP
MIN
MAX
LT
LH
LF
L&S
HW
HORIZ
GRD
FT
FND
F
EX/EXIST
EST
ESMT
EMBT
EB
E
DWG
DR
CTL&S
CONST
CONC
CLR
CLEAR
CL
CB
C
C
BLVD
BLDG
BK
B
AVE
AH
AEI
ABS
ABC
Unclassified
Not in Contract
Not Applicable
North
Miles Per Hour
Milepost
Minimum
Maximum
Left
Lefthand
Linear Feet
Line & Surface
Headwall
Horizontal
Ground
Feet
Foundation
Fill
Existing
Estimated
Easement
Embankment
Eastbound
East
Drawing
Drive
Cut, Throw, Line, and Surface
Construction
Concrete
Clear
Clearance
Class
Catch Basin
Cut
Centerline
Boulevard
Building
Back
Baseline
Avenue
Ahead
Automatic Equipment Identification
Absolute
Aggregate Base Course
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469
3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
1-D

3
/
4
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1
6
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4
0
1
5
1
5
6
\
4
0
1
5
1
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6
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9
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PROJECT REFERENCE NO.SHEET NO.
R/W SHEET NO.
RAIL DESIGN
ENGINEER
HYDRAULICS
ENGINEER
D
C
N
P-2918F
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
10' ALLEY
GAS LINE LOCATION
PER FIELD MARKINGS
GAS LINE LOCATION
PER FIELD MARKINGS
PIEDMONT NATURAL GAS 5' RIGHT OF WAYDEED BOOK 8320, PAGE 104
CITY OF CHARLOTTE
15' SANITARY SEWER EASEMENT
DEED BOOK 1290, PAGE 333
D
E
E
D
B
O
O
K 1
2
9
0,
P
A
G
E 400
MERRIMAN AVENUE
CLOSED 05/26/1998
RES. BK. 35, PG. 60
DEED BK. 9808, PG. 811
RAILROAD STREET
CLOSED 05/26/1998
RES. BK. 35, PG. 63
DEED BK. 9808, PG. 805
RAILROAD STREET
(NEVER OPENED)
RAILROAD STREET (NEVER OPENED)
RAILROAD STREET (NEVER OPENED)
WEST PALMER STREE
T
CLOSED 08/28/198
9
RES. BK. 25, PG. 34
8
DEED BK. 61
6
1
, PG. 81
2
54"
WATER LINE
30' WATERLINE
EASEMENT AGREEMENT
DEED BK. 5249, PG. 819
MERRIMAN AVENUE 40' PUBLIC R/W (C.O.C.)
L
A
R
C
H

STR
EE
T
S
U
M
MIT
A
V
E
N
U
E
6
0' P
U
B
LIC
RIG
H
T
OF
W
A
Y (
C.O.C.)
WINONA STREET (C.O.C.)
SOUTH GRAHAM STREET
40' PUBLIC RIGHT OF WAY (C.O.C.)
(C.O.C.)
C
O
M
M
ERCE STREET
B
L
A
N
D
S
T
R
E
E
T
INTERSTATE HIGHWAY 77
VARIABLE WIDTH PUBLIC R/W
C
A
RS
O
N B
O
ULE
V
A
R
D
V
A
RIABLE
WIDT
H P
UBLIC R/
W
OUTSIDE R/W
OUTSIDE R/W
10' ALLEY
WHITE CONSOLIDATED INDUSTRIES
10.952 ACRES
DEED BOOK 13251, PAGE 604
PARCEL #11910318
ZONED I-1
FOUNDRY COMPANY
5.641 ACRES
DEED BOOK 8604, PAGE 680
PARCEL #07326203
ZONED I-2
CHARLOTTE PIPE AND
FOUNDRY COMPANY
0.224 ACRES
DEED BOOK 23173, PAGE 872
PARCEL #07326207
ZONED I-2
CHARLOTTE PIPE AND
FOUNDRY COMPANY
3.744 ACRES
DEED BOOK 21663, PAGE 243
PARCEL #07326215
ZONED I-2
CHARLOTTE PIPE AND
RJS/STS LLC
1.953 ACRES
DEED BOOK 18331, PAGE 364
PARCEL #07326216
ZONED I-2
TRANSPORTATION
1.891 ACRES
DEED BOOK 16687, PAGE 370
PARCEL #07326218
ZONED I-2
DEPARTMENT OF
TRANSPORTATION
2.296 ACRES
DEED BOOK 14533, PAGE 856
PARCEL #07326219
ZONED I-2
DEPARTMENT OF
TRANSPORTATION
1.645 ACRES
DEED BOOK 16757, PAGE 807
PARCEL #07326803
ZONED I-2
DEPARTMENT OF
PIEDMONT NATURAL GAS
DEED BOOK 8095, PAGE 329
PARCEL #11910319
22
23
24
25
MAP BOOK 230, PAGE 297
BLOCK 22
SPEAR PROPERTIES LP
DEED BOOK 7153, PAGE 633
PARCEL #11910320
ROBERT R. SINYARD
DEED BOOK 4673, PAGE 169
PARCEL #11910322
CHARLOTTE PIPE & FOUNDRY CO.
DEED BOOK 23173, PAGE 872
PARCEL #07326231
H & S ROOFING CO.
DEED BOOK 9183, PAGE 203
PARCEL #07326232
BASCOM V. BELK
DEED BOOK 4944, PAGE 512
PARCEL #07326214
HAL H. CONROY
DEED BOOK 6732, PAGE 517
PARCEL #07326217
FOUNDRY COMPANY
0.885 ACRES
DEED BOOK 23469, PAGE 107
PARCEL #07326804
ZONED I-2
CHARLOTTE PIPE AND
CLARENCE W. WALL
DEED BOOK 5992, PAGE 341
PARCEL #07326807
6
5
4
3
2
1
DEPARTMENT OF TRANSPORTATION
DEED BOOK 14533, PAGE 856
PARCEL #07326220
BURKE MANAGEMENT LLC
DEED BOOK 16872, PAGE 142
PARCEL #07326221
BURKE MANAGEMENT LLC
DEED BOOK 16872, PAGE 142
PARCEL #07326222
ALBRIGHT PROPERTIES LLC
DEED BOOK 8881, PAGE 538
PARCEL #07326223
ALBRIGHT PROPERTIES LLC
DEED BOOK 8881, PAGE 538
PARCEL #07326224
ALBRIGHT PROPERTIES LLC
DEED BOOK 8881, PAGE 538
PARCEL #07326225
1
2
3
4
5
6
ADJOINING PROPERTY OWNERS
Dewberry & Davis , Inc.
6135 LAKEVIEW ROAD, SUITE 400
CHARLOTTE, NORTH CAROLINA 28269
PHONE: [phone]
FAX: [phone]
License: F-0679
NOTES
SURVEYOR'S CERTIFICATION
PROFESSIONAL LAND SURVEYOR L-2666 DATE
I, TIMOTHY A. RUDOLPH, CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL FIELD SURVEY MADE UNDER MY SUPERVISION
FROM DEED REFERENCES 1 - 10 MECKLENBURG COUNTY REGISTER OF DEEDS,
OF PRECISION AS CALCULATED IS 1:10,000+ AND THAT THIS MAP MEETS THE
REQUIREMENTS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH
WITNESS MY ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL THIS
19TH DAY OF SEPTEMBER, 2011.
REFERENCES
THAT THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED, THAT THE RATIO
CAROLINA (21 NCAC 56. 1600).
N .C .
G R I D
NO
R T H
NA
D

83
1. ALL DISTANCES SHOWN ARE HORIZONTAL MEASUREMENTS.
2. HORIZONTAL DATUM BASE: NAD83 FROM GPS OBSERVATIONS.
3. THIS MAP IS NOT PREPARED FOR RECORDATION AS PER G.S. 47-30.
4. ZONING INFORMATION, IF SHOWN, IS AS PROVIDED BY THE MECKLENBURG
COUNTY GIS.
5. THIS SURVEY IS SUBJECT TO ANY FACTS THAT MAY BE DISCLOSED BY
A FULL TITLE SEARCH. NO TITLE REPORT HAS BEEN SUPPLIED TO SURVEYOR.
1. DEED BOOK 20733, PAGE 227 (TITLE)
2. DEED BOOK 8604, PAGE 680 (TITLE)
3. DEED BOOK 21663, PAGE 243 (TITLE)
4. DEED BOOK 18331, PAGE 364 (TITLE)
5. DEED BOOK 16687, PAGE 370 (TITLE)
FRRS
FNC
FRB
FIR
FIP
NPS- Topographic Survey of -
NCDOT Rail VMF - CLT
SCALE
DRAWN BY
PROJECT NO.
DATE
Mecklenburg County, North Carolina
CAD FILE
BAR SCALE
SEPTEMBER 19, 2011
1"=100'
M. DENNIS
50046316
50046316-topo.DWG
0 50 100 200 300
Located within the City of Charlotte,
SITE
VICINITY MAP NOT TO SCALE
N
CLARKSON STREETINTERSTATE 77JOHN BELK FREEWAY
MINT STREET
S
U
M
MIT STRE
E
T
CARSO
N BO
ULEVARD
WILMORE
DRIVE
MERRIMAN
AVENUE
RAILROAD
WIN
O
N
A
GRAHAM
PALMERPEN
MA
N
SITE
6. DEED BOOK 14533, PAGE 856 (TITLE)
7. DEED BOOK 16756, PAGE 807 (TITLE)
8. DEED BOOK 23469, PAGE 107 (TITLE)
9. DEED BOOK 3825, PAGE 684 (TITLE)
10. DEED BOOK 13251, PAGE 604 (TITLE)
11. DEED BOOK 5249, PAGE 819 (WATER LINE)
12. DEED BOOK 9808, PAGE 805 (STREET CLOSURE)
13. DEED BOOK 9808, PAGE 811 (STREET CLOSURE)
14. DEED BOOK 1290, PAGE 333 (SEWER EASEMENT)
15. DEED BOOK 1290, PAGE 400 (SEWER EASEMENT)
16. DEED BOOK 8320, PAGE 104 (NAT. GAS EASEMENT)
17. MAP BOOK 230, PAGE 297
18. MAP BOOK 134, PAGE 427
19. MAP BOOK 42, PAGE 905
20. CHARLOTTE PIPE AND FOUNDRY PARCEL DIVISION SURVEY,
BY TIMOTHY A. RUDOLPH, PLS, DATED 02/09/09
21. CHARLOTTE PIPE AND FOUNDRY / RLS STS LLC. PARCEL
DIVISION SURVEY, BY TIMOTHY A. RUDOLPH, PLS, DATED 02/03/09
RAILROAD SPURLINE
RAILROAD SPURLINE
RAILROAD
SPURLINE
RAILROAD MAINLINE TRACK 1RAILROAD MAINLINE TRACK 2
N.C.G.S. MONUMENT
"MO44"
N 550,071.36
E 1,449,772.53
S 2 8 ° 28
' 3 9 " W
9 7 48
.30
' (G R O UN
D
) 9 7 4 6 .77
' (G R I D )
C O M B I N E D S C A LE
F A C T O R : 0 .99
9 8 4 3 9 3
PIEDMONT NATURAL GAS
DEED BOOK 8223, PAGE 221
PARCEL #11910326
Existing Property Line ..................................
Existing Gas Line ..........................................
Existing Water Line ......................................
Property Corner ....................................................................................
Control Monument ................................................................................
Railroad R/W Line .........................................
Railroad Rails .................................................
Legend
Computed Point (No Iron Set) .............................................................
Adjoining Property Line ...............................
Found Railroad Spike ..........................................................................
Found Nail in Concrete .......................................................................
Found Rebar ........................................................................................
Found Iron Rod ...................................................................................
Found Iron Pipe ..................................................................................
No Point or Iron Set ............................................................................
N
L-2666
SEAL
LA
N
D
SURVEYOR
A
IL
O
RACHTRON
RA.Y
H
TO
UDOLP
L
AN
OI
SSEFORP
H
O
T
I
MPreliminary P l a t N o t f o r R ec o r d a ti on , C onv e y a n ce o r S a l e s
CHARLOTTE PIPE & FOUNDRY CO.
DEED BOOK 1801, PAGE 184
PARCEL #07326230
CHARLOTTE PIPE & FOUNDRY CO.
DEED BOOK 1801, PAGE 184
PARCEL #07326230
R/W R/WR/W
R/W
R/W R/W
R/W R/W
R/W R/W
R/W R/W R/W R/W
R/W R/W
R/W
R/W
R/W R/W
NORFOLK SOUTHERN RAILROAD 200' PRIVATE RIGHT OF WAY
200' PRIVATE RIGHT OF WAY
NORFOLK SOUTHERN RAILROAD
FOUNDRY COMPANY
1.197 ACRES
DEED BOOK 20733, PAGE 227
PARCEL #07326201
ZONED I-2
CHARLOTTE PIPE AND
ZONING NOTES
1. SETBACKS FOR ZONING CLASSIFICATION I-1 ARE AS FOLLOW:
FRONT: 20 FEET, SIDE: 0/5 FEET AND REAR 10 FEET.
2. SETBACKS FOR ZONING CLASSIFICATION I-2 ARE AS FOLLOW:
FRONT: 20 FEET, SIDE: 0/5 FEET AND REAR 10 FEET.
MBSLMinimum Building Setback Line ......................................................
3. NO SETBACK IS REQUIRED IN INDUSTRIAL ZONING DISTRICTS
ALONG RAILROAD RIGHT OF WAYS.
4. SCREENING BUFFERS MAY BE REQUIRED PER CHAPTER 12, PART
3 OF THE CITY OF CHARLOTTE ZONING ORDINANCE.
FMNFound Magnail Nail ............................................................................
OWNED BY NCDOT
0
W
NED B
Y
NC
DO
T
NCDOTNorth Carolina Department of Transportation................................
C.O.C.Owned by City of Charlotte ...............................................................
SWIMSurface Water Improvement and Management................................
SWIM BUFFER
SWIM BUFFER
SWIM BUFFER
SWIM BUFFER
SWIM BUFFER
6. SWIM BUFFER AS SHOWN IS APPROXIMATED PER MECKLENBURG COUNTY GIS.
2769713.23TR3 / 16 BIR
2874713.17FCAP
WM
WM
W M
WM
WM
WM WM
WM
WM
WM
WM
WM
WM
WM WM
W
M
WV
WVWV WV
WVWV
WV
WV
WV
W
V
WV
WV
WV
WVWV
WV
W
V
WV
WV
WV
WV
CONC
CONC
69069570070571
0
7
1
5
740
745750
750
745
740
735
730
725
720
72
0725730
730
730
73
0
7 2 5
7
2
0
720
725
725
72
5
7
2
0
715
715
710
710705
705
710
71572
0
720
720
715
71
5
715
7
1
571
0
710
715
710
705
710
71
5
700
715
710
7 05
7
0
0
695
690
690
695
700
710
71
0
705
705
715
710
705
700695
695
700
700
700
700
695
690
695
695
690
6
9
5
690
690690690
690
690
685
68
0
685
685
685
680675
6 7 5
6 70
6
6
5
68
0
68
5
685
685
665
670675
680
665
6
6
5
66
0
6 55
650645645
715
7
1
5
7
1
5
710
710
705
710
6
9
0
695 700
700
695 7
0
0
700
705
705
705
70
5
705
705
7
1
0
7 1 5
7
2
0
725
705
7
1
0
715
710
705
7 1 0
71
5
72
5
7
2
0
725730
735
730
72
5
720
715
710705
710
715
720
725
730
735
730725720
715710
745
745 7 4 0 73
5
73
0 7 25
7 2 0 7 15
71
0
710705 710710
7 2 0 715710
700
740
7
35
655650645
645
650
655
660
665
670
675
680
6 6 0
660
665
670 675 680
685
655660
665
670
675680
680
685680675670
675
68
0
685
690
690
690
685 685
685
69
5
695
700
685645650655660665
D
D
D
D
D
D
D
DD
D
D
WM
WM
WM
WM
WM
WM
WM
WM
WM
WV
WVWV
WV
WV
WV
WV
WV
WV
WV
WV
WVWV
WM
WMWM
WM
WV
GM
GV
GV
GV
G
M
GV
GV
G
V
GV
GVGV
GV
GV
7. ALL BOUNDARY INFORMATION IS TAKEN FROM REFERENCE 22.
22. BOUNDARY SURVEY OF NCDOT RAIL VMF - CLT, BY TIMOTHY A.
RUDOLPH, PLS, DATED 08/23/2011
BUILDING
(TYPICAL)
BOUNDARY INFORMATION AS SHOWN
IS TAKEN FROM REFERENCE 22 50' PUBLIC RIGHT OF WAY
50' PUBLIC RIGHT OF WAY
7
7
PENMAN STREET (C.O.C.)
50' PUBLIC RIGHT OF WAY
PALMER STREET (C.O.C.)
35' PUBLIC RIGHT OF WAY
Sanitary Sewer Manhole......................................................................
Storm Water Manhole .........................................................................
Water Valve ..........................................................................................
Water Meter .........................................................................................
Catch Basin ..........................................................................................
Gas Valve .............................................................................................
Gas Meter ............................................................................................
DI
DI
DI
DI
DI
DI
DI
DI
CB
CB
CB
CB
CB
CBCB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB CB
S
D
WV
WM
CB
GM
GV
TBM
ELEV=
BM#1 CHISELED SQUARE
680.75
TBM
ELEV=
USGS (C 41) DISK
682.12
TBM
ELEV=
BM#3 NAIL IN 18" ELM
702.69
TBM
ELEV=
NCGS (RV 106) RIVET
684.54
700
700
695
690
685
685
680
675
67
5
680
68
5
6
8
5
6
4
5
65
0
6
5
5
6
6
0
685
680
685
675
675
WHITE CONSOLIDATED INDUSTRIES
0.693 ACRES
DEED BOOK 14172, PAGE 689
PARCEL #11910398
ZONED I-2
R/WR/W
R/W
R/W
40' PUBLIC R/W (C.O.C.)
MAP BOOK 230, PAGE 297
BLOCK 27
1
2
3
4
5
6
7
8
9
10
11
12
13
14
50'
P
U
B
LIC
R/
W (C.O.C.)
WHITE CONSOLIDATED INDUSTRIES
7.371 ACRES
DEED BOOK 14172, PAGE 689
PARCEL #11910399
ZONED I-1 & R-8
#11910396
PARCEL
#11910395
PARCEL
#11910315
PARCEL
#11910314
PARCEL
705
710
715
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
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PROJECT REFERENCE NO.SHEET NO.
R/W SHEET NO.
RAIL DESIGN
ENGINEER
HYDRAULICS
ENGINEER
D
C
N
P-2918F
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
N O RTH CAR
O
LIN
A
P R OFESS
I
ON
A
L
E
NGINEERMORI
A
H B. ELLINGTON
031992
SEAL
EXISTING GROUND
EXISTING GROUND
40:1 40:1
14.OOFT (MIN.)
(T
O
B
E

R
E
M OV
E
D
)
C /
L
E
X
I S
T
.
S
I D
I NG

T
R
A C K
VARIES 43.02FT TO 60.83FT
18.27FT TO 29.19FT
VARIES
(MIN.)
BALLAST
8"
14.OOFT (MIN.)14.00FT (TYP)
VARIES 40.85FT TO 43.02FT
VARIES 29.19FT TO 41.74FT
C
/L P
R
O
P
.
T
R
A C
K
#
5
(-
T
R
K
5
-)
C
/L
P
R
O
P
.
T
R
A
C
K #
5
(-
T
R
K
5
-)
14.00FT (TYP)
= 12" OUTSIDE OF CURVES
SW = 6" FOR TANGENT TRACK & INSIDE OF CURVES
= 12" OUTSIDE OF CURVES
SW = 6" FOR TANGENT TRACK & INSIDE OF CURVES
(B
Y
O
T
H
E
R
S
)
C
/L F
U
T
U
R
E

T
R
A
C
K
(B
Y
O
T
H
E
R
S
)
C
/L F
U
T
U
R
E
T
R
A
C
K
(T
O
R
E
M A I N
)
C
/
L
E
X
I S
T
.
M A I N
T
R
A C
K
(T
O
R
E
M A I N
)
C
/
L
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X
I S
T
.
M A I N
T
R
A C
K
(T
O
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E
M A I N )
C /
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X
I S
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.
M A I N

T
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(T
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E
M A I N )
C /
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E
X
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T
.
M A I N

T
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A C K

REQUESTED)
(ADDITIONAL SURVEY
CRASH PROTECTION
WITH PROPOSED
TO REMAIN
BRIDGE COLUMN
EXIST. I-277
40:12:12:
1
2:1
2:
1
2:1
2:1
2:
1
(MIN.)
BALLAST
8"
LOW RAIL
TOP OF
PROPOSED
OF LOW RAIL
PROPOSED TOP
VARIES 13.83FT TO 42.56FT
14.00FT
2.00FT
1.00FT (MIN.)
14.00FT
(TYP.)
2.00FT
1.00FT (MIN.)
SUBBALLAST
6"
8.75FT
0.00FT TO 13.83FT
VARIES
8.20FT TO 14.00FT
VARIES
11.65FT TO 12.59FT
VARIES
(TYP.)
2.00FT
1.00FT (MIN.)
SUBBALLAST
6"
STEEL TIE
(B
Y
O T
H
E
R
S
)
S
T
A .
11
9
+
9
0
.4
0
S
T
A .
11
9
+
4
0
.0
0

T
O
T
O
B
E

R
E
M OV
E
D

F
R
O M
C
/
L
E
X
I S
T
.
S
I D
I N
G

T
R
A C
K
INCLUDED IN STAGE 1 ARE SHOWN IN BLACK.
ALL PROPOSED CONSTRUCTION ELEMENTSNOTE:
-TRK5- STA. 116+50.00 TO STA. 120+89.95
TRACKS (UNDER EXISTING I-277 BRIDGE)
TYPICAL SECTION #1 - PROPOSED TRACK #5 SOUTHEAST OF EXISTING MAIN AND SIDING
-TRK5- STA. 120+89.95 TO STA. 121+00.97
MAIN AND SIDING TRACKS
TYPICAL SECTION #2 - PROPOSED TRACK #5 SOUTHEAST OF EXISTING
WITH 7"X9"X8.5' TIMBER TIES
115# BALLASTED TRACK
1' (TYP.)
1' (TYP.)

2
RAILROAD TYPICAL SECTIONS
STAGE 1
N O RTH CAR
O
LIN
A
P R OFESS
I
ON
A
L
E
NGINEER
S
T
E
V
E
N
C
H
R
ISTOPHER NOR
I E G A033404
SEAL
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469
3/4/2016 3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8

2-A
RAILROAD TYPICAL SECTIONS (CONT'D)
STAGE 1
N O RTH CARO
LIN
A
P R OFESS
I
ON
A
L
E
NGINEER
S
T
E
V
E
N
C
H
R
ISTOPHER NOR
I E G A033404
SEAL

3
/
4
/
2
0
1
6
I
:
\
P
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c
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\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

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d
e
l
s

a
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d

S
h
e
e
t
s
\
0
4
_
C
K _
T
r
a
c
k
_
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a
i
l
\
P
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o
t

S
h
e
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t
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1
5
6
_
S
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T
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2
-
A
.
d
g
n
b
l
i
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j
e
PROJECT REFERENCE NO.SHEET NO.
R/W SHEET NO.
RAIL DESIGN
ENGINEER
HYDRAULICS
ENGINEER
D
C
N
P-2918F
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
N O RTH CAR
O
LIN
A
P R OFESS
I
ON
A
L
E
NGINEERMORI
A
H B. ELLINGTON
031992
SEAL
40:1 40:1
EXISTING GROUND
EXISTING GROUND
2:
1
40:1 40:1
14.OOFT (MIN.)
VARIES
C
/L
P
R
O
P
.
T
R
A C
K #
5
(-
T
R
K 5
-)
C
/L P
R
O
P
.
T
R
A
C
K #
5
(-
T
R
K
5
-
)
-TRK5- STA. 121+00.97 TO STA. 121+69.87
TRACKS (UNDER WEST CARSON BOULEVARD)
TYPICAL SECTION #3 - PROPOSED TRACK #5 SOUTHEAST OF EXISTING MAIN AND SIDING
= 12" OUTSIDE OF CURVES
SW = 6" FOR TANGENT TRACK & INSIDE OF CURVES (B
Y
O
T
H
E
R
S
)
C
/L F
U
T U
R
E

T
R
A
C
K
14.00FT (TYP)
(T
O
R
E
M A I N )
C /
L
E
X
I S
T
.
M A I N

T
R
A C K

(T
O
R
E
M A I N )
C /
L
E
X
I S
T
.
M A I N

T
R
A C K

STA. 138+72.48 TO STA. 140+72.48
PRESENT FROM -TRK5-
REQUESTED)
(ADDITIONAL SURVEY
CRASH PROTECTION
WITH PROPOSED
TO REMAIN
BRIDGE COLUMN
EXIST. CARSON BOULEVARD
8" ABC
8" ABC
8.50FT 8.50FT
8:1
-TRK5- STA. 138+72.48 TO STA. 140+72.48
-TRK5- STA. 121+69.87 TO STA. 121+89.95
TYPICAL SECTION #4 - NEW ROADBED FOR PROPOSED TRACK #5
STA. 138+72.48 STA. 139+60.48
PRESENT FROM -TRK5-
50:1 50:1
STA. 138+72.48 TO STA. 140+72.48
PRESENT FROM -TRK5-
PROPOSED DETENTION POND
2:
1 2:1
2:
1 2:1 2:1
(MIN.)
BALLAST
8"
(MIN.)
BALLAST
8"
50:1
ACCESS ROAD
10.00FT PROP.
ACCESS ROAD
10.00FT PROP.
LOW RAIL
TOP OF
PROPOSED
GUTTER
CURB AND
CONCRETE
1.5FT
3.5" ASPHALT
OF LOW RAIL
PROPOSED TOP
VARIES 11.27FT TO 34.53FT
14.00FT
VARIES11.65FT TO 12.59FT
VARIES
SUBBALLAST
6"
(TYP.)
2.00FT
1.00FT (MIN.)
18.50FT 2.00FT
(MIN.)
2.00FT
1.00FT (MIN.)
18.50FT
1.00FT (MIN.)
2.00FT
25.00FT
6.00FT TO
VARIES
SUBBALLAST
6"
2
2
4
1
1
4
2 (TYP.)
STEEL TIE
STEEL TIE
(B
Y
O T
H
E
R
S
)
(T
O
B
E

R
E
M OV
E
D
)
C /
L
E
X
I S
T
.
S
I D
I NG

T
R
A C K
FROM STA. 138+72.48 TO STA. 140+00.00
A PROPOSED STORMWATER ATTENUATOR
25.00FT DIMENSION CORESPONDS TO
INCLUDED IN STAGE 1 ARE SHOWN IN BLACK.
ALL PROPOSED CONSTRUCTION ELEMENTSNOTE:
WALL HDPE (TYP.)
6" PERF SMOOTH
1' (TYP.)
WITH BINDER
3.5" ASPHALT
1.5'
1'
6.5"
6"
6"
3"R
CURB DETAIL
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469
3/4/2016 3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
2-B
RAILROAD TYPICAL SECTIONS (CONT'D)
STAGE 1
N O RTH CAR
O
LIN
A
P R OFESS
I
ONA
L
E
NGINEER
S
T
E
V
E
N
C
H
R
ISTOPHER NOR
I E G A033404
SEAL

3
/
4
/
2
0
1
6
I
:
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P
r
o
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c
t
s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

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l
s

a
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S
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s
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5
6
_
S
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T
_
2
-
B
.
d
g
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b
l
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d
j
e
PROJECT REFERENCE NO.SHEET NO.
R/W SHEET NO.
RAIL DESIGN
ENGINEER
HYDRAULICS
ENGINEER
D
C
N
P-2918F
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
N O RTH CAR
O
LIN
A
P R OFESS
I
ON
A
L
E
NGINEERMORI
A
H B. ELLINGTON
031992
SEAL
40:1 40:1
EXISTING GROUND
2:
1
(MIN.)
BALLAST
8"
(MIN.)
BALLAST
8"
C
/L
P
R
O
P
.
T
R
A C
K #
5
(-
T
R
K 5
-)
T
O
S
T
A
.
1
3
8
+7
2
.4
8
)
(P
R
E
S
E
N
T F
R
O
M

-T
R
K
5
- S
T
A .
1
2
1
+
8
9
.9
5
C
/L P
R
O
P
.
T
R
A
C
K #
6
(-
T
R
K
6
-
)
T
O
1
2
9
+
1
9
.2
9
)
(P
R
E
S
E
N
T F
R
O
M

-T
R
K
5
- S
T
A .
1
2
3
+
2
5
.8
3
C
/L P
R
O
P
.
T
R
A
C
K #
7
(-
T
R
K
7
-
)
EXISTING GROUND
-TRK5- STA. 121+89.95 TO STA. 138+72.48
TYPICAL SECTION #5 - NEW ROADBED FOR PROPOSED TRACKS #5, #6 AND #7
STA. 122+00.00 TO STA. 138+72.48
PRESENT FROM -TRK5-
8:1
8.50FT
STA. 129+60.20 TO STA. 135+73.58
PRESENT FROM -TRK5-
50:1 50:1
STA. 137+05.19 TO STA. 138+72.48
PRESENT FROM -TRK5-
PROPOSED DETENTION POND
2:
1
2:1 2:1
(MIN.)
BALLAST
8"
50:1
ACCESS ROAD
TO 36.00' PROP.
VARIES 10.00FT
OF LOW RAIL
PROPOSED TOP
OF LOW RAIL
PROPOSED TOP
OF LOW RAIL
PROPOSED TOP
8" ABC
(MIN.)
5.17FT
8.50FT ACCESS ROAD
10.00FT PROP.
1.5FT
GUTTER
CURB AND
CONCRETE
(MIN.)
5.17FT
16.50FT (TYP.)
0.00FT TO
VARIES
23.00FT (TYP.)
0.00FT TO
VARIES
3.5" ASPHALT
8" ABC
1.00FT (MIN.)
25.00FT
6.00FT TO
VARIES
2.00FT
BALLAST
SUB-
6"
SERVICE PLATFORM
12.67FT
TOP OF RAIL
TOP OF PLATFORM =
TOP OF RAIL
TOP OF PLATFORM =
SUBBALLAST
6"
1.00FT (MIN.)
2.00FT
(TYP.)
2.00FT
33.00FT
18.50FT TO
VARIES
44.50FT
18.50FT TO
VARIES
ABC
COMPACTED
6" (MIN.)
6" CONCRETE
WALL HDPE (TYP.)
6" PERF SMOOTH
1
1
2
2
3
4
2
4
3
(TYP.)
STEEL TIE
INCLUDED IN STAGE 1 ARE SHOWN IN BLACK.
ALL PROPOSED CONSTRUCTION ELEMENTSNOTE:
FROM STA. 134+00.00 TO STA. 138+72.48
A PROPOSED STORMWATER ATTENUATOR
25.00FT DIMENSION CORESPONDS TO
(TEMP. FROM STA. 130+00 TO 135+00)
STA. 124+37.88 TO STA. 138+72.48
PRESENT FROM -TRK5-
WITH BINDER
3.5" ASPHALT
1.5'
1'
6.5"
6"
6"
3"R
CURB DETAIL
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469
3/4/2016 3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8

3
/
4
/
2
0
1
6
I
:
\
P
r
o
j
e
c
t
s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

M
o
d
e
l
s

a
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d

S
h
e
e
t
s
\
0
4
_
C
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T
r
a
c
k
_
R
a
i
l
\
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s
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1
5
6
_
S
H
T
_
2
-
C
.
d
g
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b
l
i
n
d
j
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PROJECT REFERENCE NO.SHEET NO.
R/W SHEET NO.
RAIL DESIGN
ENGINEER
HYDRAULICS
ENGINEER
D
C
N
P-2918F
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
N O RTH CAR
O
LIN
A
P R OFESS
I
ON
A
L
E
NGINEERMORI
A
H B. ELLINGTON
031992
SEAL
STAGE 2
EXISTING GROUND
EXISTING GROUND
40:1 40:1
(MIN.)
BALLAST
8"
= 12" OUTSIDE OF CURVES
SW = 6" FOR TANGENT TRACK & INSIDE OF CURVES
= 12" OUTSIDE OF CURVES
SW = 6" FOR TANGENT TRACK & INSIDE OF CURVES
(B
Y
O
T
H
E
R
S
)
C
/L F
U
T
U
R
E

T
R
A
C
K
(B
Y
O
T
H
E
R
S
)
C
/L F
U
T
U
R
E
T
R
A
C
K
(T
O
R
E
M A I N
)
C
/
L
E
X
I S
T
.
M A I N
T
R
A C
K
(T
O
R
E
M A I N
)
C
/
L
E
X
I S
T
.
M A I N
T
R
A C
K
(T
O
R
E
M A I N )
C /
L
E
X
I S
T
.
M A I N

T
R
A C K

(T
O
R
E
M A I N )
C /
L
E
X
I S
T
.
M A I N

T
R
A C K

(MIN.)
BALLAST
8"
REQUESTED)
(ADDITIONAL SURVEY
CRASH PROTECTION
WITH PROPOSED
TO REMAIN
BRIDGE COLUMN
EXIST. I-277
40:12:12:
1
2:1
2:
1
2:1
2:1
2:
1
VARIES 13.83FT TO 42.56FT
14.OOFT (MIN.)
VARIES 43.02FT TO 60.83FT
18.27FT TO 29.19FT
VARIES
14.OOFT (MIN.)
VARIES 40.85FT TO 43.02FT
VARIES 29.19FT TO 41.74FT
14.00FT (TYP)
14.00FT (TYP)
LOW RAIL
TOP OF
PROPOSED
OF LOW RAIL
PROPOSED TOP
(
B
Y N
S
R
)
C
/L P
R
O
P
.
T
R
A C
K
#
5
(-
T
R
K
5
-)
S
T
A .
11
9
+
9
0
.4
0
) (B
Y
N
S
R
)
S
T
A .
11
9
+
6
6
.2
4

T
O
(T
O
B
E

R
E
M OV
E
D
F
R
O M
C
/
L
E
X
I S
T
.
S
I D
I N
G

T
R
A C
K
(B
Y
N
S
R
)
C
/L
P
R
O
P
.
T
R
A
C
K #
5
(-
T
R
K
5
-)
(T
O
B
E

R
E
M OV
E
D
) (B
Y
N
S
R
)
C /
L
E
X
I S
T
.
S
I D
I NG

T
R
A C K
SUBBALLAST
6"
8.20FT TO 14.00FT
VARIES
(TYP.)
2.00FT
1.00FT (MIN.)
14.50FT TO 19.23FT
VARIES
0.00FT TO 13.83FT
VARIES
8.75FT
14.00FT 14.00FT
(TYP.)
2.00FT
1.00FT (MIN.)1.00FT (MIN.)
SUBBALLAST
6"
2.00FT
INCLUDED IN STAGE 2 ARE SHOWN IN BLACK.
ALL PROPOSED CONSTRUCTION ELEMENTSNOTE:
WITH 7"X9"X8.5' TIMBER TIES
115# BALLASTED TRACK
1' (TYP.)
1' (TYP.)
BALLAST
8"MIN
6" SUBBALLAST
STEEL TIE, M10
115#RE
"e" CLIP HOOKED-IN SHOULDER
DETAIL B
BALLAST
8"MIN
6" SUBBALLAST
STEEL TIE, M10
115#RE
DETAIL A
STEEL TIE
DETAIL B
7"X9"X8.5' TIMBER TIE
TIE PLATE
DETAIL A
-TRK5- STA. 116+50.00 TO STA. 120+89.95
TRACKS (UNDER EXISTING I-277 BRIDGE)
TYPICAL SECTION #1 - PROPOSED TRACK #5 SOUTHEAST OF EXISTING MAIN AND SIDING
-TRK5- STA. 119+90.40 TO STA. 120+89.95
MAIN AND SIDING TRACKS
TYPICAL SECTION #2 - PROPOSED TRACK #5 SOUTHEAST OF EXISTING
RAILROAD TYPICAL SECTIONS (CONT'D)
2-C
STAGE 2
N O RTH CAR
O
LIN
A
P R OFESS
I
ONA
L
E
NGINEER
S
T
E
V
E
N
C
H
R
ISTOPHER NOR
I E G A033404
SEAL
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469
3/4/2016 3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8

2-D
RAILROAD TYPICAL SECTIONS (CONT'D)
STAGE 2
N O RTH CAR
O
LIN
A
P R OFESS
I
ON
A
L
E
NGINEER
S
T
E
V
E
N
C
H
R
ISTOPHER NOR
I E G A033404
SEAL

3
/
4
/
2
0
1
6
I
:
\
P
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s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

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d
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l
s

a
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s
\
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6
_
S
H
T
_
2
-
D
.
d
g
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b
l
i
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d
j
e
PROJECT REFERENCE NO.SHEET NO.
R/W SHEET NO.
RAIL DESIGN
ENGINEER
HYDRAULICS
ENGINEER
D
C
N
P-2918F
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
N O RTH CAR
O
LIN
A
P R OFESS
I
ON
A
L
E
NGINEERMORI
A
H B. ELLINGTON
031992
SEAL
40:1 40:1
EXISTING GROUND
EXISTING GROUND
2:
1
(MIN.)
BALLAST
8"
40:1 40:1
(T
O
B
E

R
E
M OV
E
D
)
C /
L
E
X
I S
T
.
S
I D
I NG

T
R
A C K
(MIN.)
BALLAST
8"
C
/L
P
R
O
P
.
T
R
A C
K #
5
(-
T
R
K 5
-)
C
/L P
R
O
P
.
T
R
A
C
K #
5
(-
T
R
K
5
-
)
-TRK5- STA. 121+00.97 TO STA. 121+69.87
TRACKS (UNDER WEST CARSON BOULEVARD)
TYPICAL SECTION #3 - PROPOSED TRACK #5 SOUTHEAST OF EXISTING MAIN AND SIDING
= 12" OUTSIDE OF CURVES
SW = 6" FOR TANGENT TRACK & INSIDE OF CURVES (B
Y
O
T
H
E
R
S
)
C
/L F
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T U
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E

T
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A
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K
(T
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M A I N )
C /
L
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X
I S
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.
M A I N

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A C K

(T
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M A I N )
C /
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E
X
I S
T
.
M A I N

T
R
A C K

STA. 138+72.48 TO STA. 140+72.48
PRESENT FROM -TRK5-
REQUESTED)
(ADDITIONAL SURVEY
CRASH PROTECTION
WITH PROPOSED
TO REMAIN
BRIDGE COLUMN
EXIST. CARSON BOULEVARD
8.50FT 8.50FT
8:1
-TRK5- STA. 138+72.48 TO STA. 140+72.48
-TRK5- STA. 121+69.87 TO STA. 121+89.95
TYPICAL SECTION #4 - NEW ROADBED FOR PROPOSED TRACK #5
STA. 138+72.48 STA. 139+60.48
PRESENT FROM -TRK5-
50:1 50:1
STA. 138+72.48 TO STA. 140+72.48
PRESENT FROM -TRK5-
PROPOSED DETENTION POND
2:
1 2:1
2:
1 2:1 2:1
VARIES
14.OOFT (MIN.)
VARIES
14.00FT (TYP)
OF LOW RAIL
PROPOSED TOP
LOW RAIL
TOP OF
PROPOSED
8" ABC 3.5" ASPHALT
8" ABC
50:1
1.00FT (MIN.)
ACCESS ROAD
10.00FT PROP.
ACCESS ROAD
10.00FT PROP.
GUTTER
CURB AND
CONCRETE
(TYP.)
2.00FT
1.00FT (MIN.)
14.00FT
VARIES 11.27FT TO 34.53FT11.65FT TO 12.59FT
VARIES
SUBBALLAST
6"
18.50FT 18.50FT 2.00FT
(MIN.)
2.00FT
1.00FT (MIN.)
1.5FT
2.00FT
25.00FT
6.00FT TO
VARIES
SUBBALLAST
6"
WALL HDPE (TYP.)
6" PERF SMOOTH
2
2
4
42
1
1
STEEL TIE
STEEL TIE
INCLUDED IN STAGE 2 ARE SHOWN IN BLACK.
ALL PROPOSED CONSTRUCTION ELEMENTSNOTE:
FROM STA. 138+72.48 TO STA. 140+00.00
A PROPOSED STORMWATER ATTENUATOR
25.00FT DIMENSION CORESPONDS TO
1' (TYP.)
WITH BINDER
3.5" ASPHALT
1.5'
1'
6.5"
6"
6"
3"R
CURB DETAIL
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469
3/4/2016 3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
2-E
RAILROAD TYPICAL SECTIONS (CONT'D)
STAGE 2
N O RTH CAR
O
LIN
A
P R OFESS
I
ONA
L
E
NGINEER
S
T
E
V
E
N
C
H
R
ISTOPHER NOR
I E G A033404
SEAL

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PROJECT REFERENCE NO.SHEET NO.
R/W SHEET NO.
RAIL DESIGN
ENGINEER
HYDRAULICS
ENGINEER
D
C
N
P-2918F
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
N O RTH CAR
O
LIN
A
P R OFESS
I
ON
A
L
E
NGINEERMORI
A
H B. ELLINGTON
031992
SEAL
40:1 40:1
EXISTING GROUND
2:
1
(MIN.)
BALLAST
8"
(MIN.)
BALLAST
8"
C
/L
P
R
O
P
.
T
R
A C
K #
5
(-
T
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T
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+7
2
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8
)
(P
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K
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T
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1
2
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8
9
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5
C
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P
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T
R
A
C
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6
(-
T
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-
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T
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1
2
9
+
1
9
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9
)
(P
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S
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R
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5
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T
A .
1
2
3
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2
5
.8
3
C
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P
.
T
R
A
C
K #
7
(-
T
R
K 7
-
)
EXISTING GROUND
-TRK5- STA. 121+89.95 TO STA. 138+72.48
TYPICAL SECTION #5 - NEW ROADBED FOR PROPOSED TRACKS #5, #6 AND #7
STA. 122+00.00 TO STA. 138+72.48
PRESENT FROM -TRK5-
STA. 124+37.88 TO STA. 138+72.48
PRESENT FROM -TRK5-
8:1
8.50FT
STA. 129+60.20 TO STA. 135+73.58
PRESENT FROM -TRK5-
50:1 50:1
STA. 137+05.19 TO STA. 138+72.48
PRESENT FROM -TRK5-
PROPOSED DETENTION POND
2:
1
2:1 2:1
ABC
COMPACTED
6" (MIN.)
OF LOW RAIL
PROPOSED TOP
OF LOW RAIL
PROPOSED TOP
OF LOW RAIL
PROPOSED TOP
6" CONCRETE
8" ABC
8" ABC
3.5" ASPHALT
(MIN.)
BALLAST
8"
50:1
ACCESS ROAD
TO 36.00' PROP.
VARIES 10.00FT
2.00FT31.00FT
18.50FT TO
VARIES
SUBBALLAST
6"
SERVICE PLATFORM
12.67FT
BALLAST
SUB-
6"
44.50FT
18.50FT TO
VARIES
GUTTER
CURB AND
CONCRETE
2.00FT
25.00FT
6.00FT TO
VARIES
1.00FT (MIN.)
1.5FT
1.00FT (MIN.)
(TYP.)
2.00FT
(MIN.)
5.17FT
(MIN.)
5.17FT
TOP OF RAIL
TOP OF PLATFORM =
TOP OF RAIL
TOP OF PLATFORM =
16.50FT (TYP.)
0.00FT TO
VARIES
23.00FT (TYP.)
0.00FT TO
VARIES
8.50FT ACCESS ROAD
10.00FT PROP.
WALL HDPE (TYP.)
6" PERF SMOOTH
2
2
1
1
2
3
4
3
4
(TYP.)
STEEL TIE
INCLUDED IN STAGE 2 ARE SHOWN IN BLACK.
ALL PROPOSED CONSTRUCTION ELEMENTSNOTE:
FROM STA. 134+00.00 TO STA. 138+72.48
A PROPOSED STORMWATER ATTENUATOR
25.00FT DIMENSION CORESPONDS TO
WITH BINDER
3.5" ASPHALT
1.5'
1'
6.5"
6"
6"
3"R
CURB DETAIL
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469
3/4/2016 3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
CENTER OF CURVE
CS
SC
TS
X
SPI
Y
L
R
s
s
c
I
sLs
L
PTPCRR
L
TS ST
I
SC CS
s
c
s
CENTER OF CURVE CENTER OF CURVE
SPIRAL TRANSITION CURVES
CIRCULAR CURVE WITH SIMPLE CIRCULAR CURVE SPIRAL TRANSITION CURVE
RADIUS OF CURVATURE
DEGREE OF CURVATURE (CHORD DEFINED)
LENGTH OF CURVE (CHORD DEFINED)
TOTAL INTERSECTION ANGLE
CURVE ANGLE
SPIRAL ANGLE
SPIRAL DEFLECTION
LENGTH OF SPIRAL
SPIRAL TANGENT LENGTH TO OFFSET
SPIRAL TANGENT OFFSET
POINT OF INTERSECTION (CIRCULAR CURVE)
POINT OF INTERSECTION (TANGENT)
POINT OF INTERSECTION (SPIRAL)
TANGENT TO CIRCULAR CURVE
CIRCULAR CURVE TO TANGENT
TANGENT TO SPIRAL
CIRCULAR CURVE TO SPIRAL
SPIRAL TO CIRCULAR CURVE
SPIRAL TO TANGENT
R
L
I
X
Y
PC
SPI
PT
TS
SC
CS
ST
Ls
s
s
c
Dc
0
0
FIGURE A FIGURE B FIGURE C
FIGURE D
PINCPOL POL
PINC POINT OF INTERSECTION NO CURVE
DEFLECTION BETWEEN TANGENTS
BEARING 1 BEARING 2
I =c
c tPI = PI
PIt
PIc
cPI
tPI
HORIZONTAL CURVE GEOMETRY
2-F

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d
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PROJECT REFERENCE NO.SHEET NO.
R/W SHEET NO.
RAIL DESIGN
ENGINEER
HYDRAULICS
ENGINEER
D
C
N
P-2918F
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
N O RTH CAR
O
LIN
A
P R OFESS
I
ON
A
L
E
NGINEERMORI
A
H B. ELLINGTON
031992
SEAL
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469
3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8

2-G
PROPOSED YARD TRACK #5 GEOMETRY

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PROJECT REFERENCE NO.SHEET NO.
R/W SHEET NO.
RAIL DESIGN
ENGINEER
HYDRAULICS
ENGINEER
D
C
N
P-2918F
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
N O RTH CAR
O
LIN
A
P R OFESS
I
ON
A
L
E
NGINEERMORI
A
H B. ELLINGTON
031992
SEAL
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469
3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
2-H
PROPOSED YARD TRACKS #6 & #7 GEOMETRY

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1
6
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PROJECT REFERENCE NO.SHEET NO.
R/W SHEET NO.
RAIL DESIGN
ENGINEER
HYDRAULICS
ENGINEER
D
C
N
P-2918F
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
N O RTH CAR
O
LIN
A
P R OFESS
I
ON
A
L
E
NGINEERMORI
A
H B. ELLINGTON
031992
SEAL
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469
3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8

3
/
4
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PROJECT REFERENCE NO.SHEET NO.
R/W SHEET NO.
RAIL DESIGN
ENGINEER
HYDRAULICS
ENGINEER
D
C
N
P-2918F
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
N O RTH CAR
O
LIN
A
P R OFESS
I
ON
A
L
E
NGINEERMORI
A
H B. ELLINGTON
031992
SEAL

PARCEL INDEX
PROPERTY OWNER SUMMARY
LEGEND
MARCH 2016 ACQUISITION
OCTOBER 2016 ACQUISITION
JANUARY 2017 ACQUISITION
32A
32
26
20B
20A
21D
28
1
31B
31
31D
31C31F
35
33
31E
31A
EXIST. RAILROAD ROW
3
10' ALLEY
CITY O
F CHARLOTTE
1
5' SANITARY SEWER EASEMENT
DEE
D BOOK
129
0,
PAG
E 333
W
E
S
T
P
A
L
M
E
R

S
T
R
E
E
T

C
L
O
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/
2
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/
1
9
8
9
R
E
S.
B
K.
2
5,
P
G.
3
4
8

D
E
E
D
B
K.
6
1
6
1
,
P
G.
8
1
2
10' ALLEY
DEED BOOK
1801, PAGE 184
1
2
9
0
,

P
A
G
E

4
0
0
D
E
E
D

B
O
O
K
40' PUBLIC R/W (C.O.C.)
5
0
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DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469
3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
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8

3-A
GRAND TOTAL
WASTE IN LIEU OF BORROW
LENGTH
STRAIGHT
BEG. STA.END STA.LOCATION
TOTAL:
TOTAL ANCHOR LENGTH:
TOTAL GUARDRAIL LENGTH:
SAY:
GUARDRAIL SUMMARY
WARRANT POINT FLARE LENGTH W*ANCHORS
REMARKS
M-350 BICCAT-1 AT-1
TYPE 350
ATTENUATOR
IMPACT
GUARDRAIL
EXISTING
REMOVE
GUARDRAIL
EXISTING
STOCKPILE
AND
REMOVE
EA NG
B-77 TYPE III
CHAIN SIDESTATION - STATION AREA (SY)
BARRIER
CONCRETE
FACED
SINGLE
LINE
SURVEY
WIDTH
SHOUL.
TOTAL
E.O.L.
FROM
DIST.
"N"
CURVED
SHOP
FACED
DOUBLE
END
APPROACH
END
TRAILING
END
APPROACH
MOD
XI
END
TRAILING
END
APPROACH
END
TRAILING
350
GRAU
MOD
VI
NG = NON-GATING IMPACT ATTENUATOR TYPE 350
G = GATING IMPACT ATTENUATOR TYPE 350
W = TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUARDRAIL.
FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL.
TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT.
"N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL.
* W MEASURED FROM "N" AT THE BEGINNING OF THE ANCHOR TO "N" AT THE END OF THE ANCHOR.
G
ADDITIONAL GUARDRAIL POST 5 EACH
DEDUCTIONS TOTAL
GRAU 350 @
ANCHOR
TOTAL DEDUCTIONS =
(IN CUBIC YARDS)
SUMMARY OF EARTHWORK
@AT-1 6.25
50.00
LOCATION
WASTEBORROWUNDERCUTSIDECHAINEMBT+%
STATION
FROM
STATION
TO
EXCAVATION
UNCL.
TOTAL :
SAY :
TOTAL
140+72.48
136+50.00 140+72.48
65,791
49,291
3,956
65,423
65,423
49,291
END SECTION
TERMINAL
TES

X
X
RT & LT
RT & LT
RT & LT
RT & LT
11,300
37.5
0
2
658
682
50
SUMMARY OF QUANTITIES
2
REDUCTION OF UNCLASSIFIED EXCAVATION
LOSS DUE TO CLEARING AND GRUBBING
LT & RT
LT & RT
RT
PENMAN STREET
LT
LT
75
62.5
187.5
EXIST. GUARDRAIL
EXIST. GUARDRAIL
EXIST. GUARDRAIL
-TRK5-
-TRK5-
-TRK5-
-TRK5-
-TRK5-
-TRK5-
-TRK5-
-TRK5-
-TRK5-
-TRK5-
ASPHALT PAVEMENT REMOVAL SUMMARY
CHAIN SIDESTATION - STATION AREA (SY)LOCATION
TOTAL :
SAY :
RT & LT
RT & LT
5,900
288-TRK5-
-TRK5-
CONCRETE PAVEMENT REMOVAL SUMMARY
STREET
PALMER
STREET
PENMAN
PARKING LOT
PARKING LOT
PARKING LOT
PARKING LOT
128+62 128+98
124+61 124+99
125+65 126+31
129+26 129+84
131+49 - 132+42
136+41 - 139+24 5,528
5,816
1,065
8,857
130+96 - 132+51
134+64 - 139+92
11,262
129+08 - 129+51
125+07 - 125+37
116+50.00
115,082
368
368
45,703
45,703
111,126
STAGE 2 SUBTOTAL SUMMARY NO. 1
STAGE 1 SUBTOTAL SUMMARY NO. 1
37.5
37.5
37.5
SEE STAFF BUILDING/ARCHITECTUAL PLANS SUMMARY OF QUANTITIES FOR ADDITIONAL DETAILS.
NOTE:
65,791
3,588
3,588
115,082 3,956 111,126
APPROXIMATION 116,000 4,000 112,000
LOCATIONDESCRIPTION
NEW TRACK CONST. (TIMBER TIES)
NEW TRACK CONST. (STEEL TIES)
DERAIL (BLUE FLAG) WITH LIGHT
STONE BALLAST (FURNISH AND PLACE)
SUB-BALLAST (FURNISH AND PLACE)
ASPHALT CROSSING WITH RUBBER FLANGEWAY FILLER
115# RE No.10 LH TURNOUT WITH STEEL TIES
115# RE No.10 RH TURNOUT WITH STEEL TIES
SWITCH POINT DERAIL
BUMPING POST (TYPE WK)
QUANTITY
290
3,810
2,400
3,000
96
1
2
5
1
2
EA
EA
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NC License Number F-0991
Charlotte, NC 28202
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3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
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NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
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DocuSign Envelope ID: 2C49F13A-7049-4347-B41F-0AF13BBBEBC4
3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
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3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
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(EQUIVALENT SUBSTITUTE MAY BE APPROVED BY ENGINEER)

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3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
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DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469
3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
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900 West Trade St., Suite 715
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3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
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D
C
N
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NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
N O RTH CAR
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031992
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DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469
3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
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3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
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NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
N O RTH CAR
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3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
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Charlotte, NC 28202
900 West Trade St., Suite 715
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3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
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PROJECT REFERENCE NO.SHEET NO.
R/W SHEET NO.
RAIL DESIGN
ENGINEER
HYDRAULICS
ENGINEER
D
C
N
P-2918F
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
N O RTH CAR
O
LIN
A
P R OFESS
I
ON
A
L
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NGINEERMORI
A
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031992
SEAL
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B
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HARDWOODS
2X ELM
BRUSH
S-M HARDWOODS
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
HARDWOODS
SMALL - MEDIUM
HARDWOODS
CONC. SLAB
CONC. SLAB SWSW
6' CHAIN LINK FENCE
6' CHAIN LINK FENCE
6' CHAIN LINK FENCE
6' CHAIN LINK FENCE
6' CHAIN LINK FENCE
6' CHAIN LINK FENCE
6'
C
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CITY
OF CHARLOTTE
15
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DEED BOOK
1290
, PAGE 333
CHARLOTTE PIPE AND
CHARLOTTE PIPE AND
CHARLOTTE PIPE AND
DEED BOOK 9183, PAGE 203
PARCEL #07326232
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N 55° 53' 56" E194.56'
N

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(TO REMAIN)
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TO
GA
STON
IA
6
0
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P
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B
L
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R
/
W
P
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M
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P
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M
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V
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.
TO
MP
379
APPROX
.
1
,
360'
PROP. TRACK #6
PROP. TRACK #7
(BY OTHERS)
FUTURE TRACK
PLATFORM
SERVICE
PROP. 663'
TO CONCORD
(SEE SHTS U-1 THRU U-9)
RELOC. SEWER LINE
W
I
N
O
N
A

S
T
R
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E
T
5
0'
P
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B
L
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R
/
W GRAHAM STREET
50' PUBLIC R/W
PAD (26'-9"X10')
PROP. CONCRETE
TES
TES
GUARDRAIL
MARKERS WITH
INSTALL END OF ROAD
1
6
.
5
'
2
3
'
8
5
'
1
1
5
'
PROP. BUMPING POST
123.60+03.66
287.66
+00.58
201.16
+30.07
263.08
+10.77
347.46
+82.09
415.96
+11.04403.40
+13.24
500.61
+48.91
313.76
+80.61
326.62
+55.21
376.36
+89.96
424.09
+89.33
65.48
+72.48
59.94
+53.73
48.31
+56.70
32.35
+22.60
162.05
+72.48
10.73
+28.15
9.46
+72.48
S
T
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1
3
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+
7
3
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5
8
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T
A
.

1
3
4
+
4
8
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6
4
S
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1
2
9
+
1
0
.
2
0
PROP. BUMPING POST
S
T
A
.

1
3
9
+
6
0
.
4
8
PROP. FENCE (TYP.)
24' CROSSING
BUILDING
PROP. COMPRESSOR
18.50
+45.20
32.00
+45.20
18.50
+96.20
32.00
+96.20
DRIP PANS (TYP.)
PROP. 85'
24' CROSSING
SHED
STORAGE
PROP.
S
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0

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TRACK #5
PROP.
& GUTTER
10' DEPRESSED CURB
M
A
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C
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P
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RESPECTIVELY
5, 6, &7 PROFILES,
FOR PROP. TRACKS
SEE SHEETS 7 THRU 9
BE ACQUIRED BY NCDOT
PARCELS 31 & 32 (CP&F) WILL
STA. 128+00.00 TO STA. 140+72.48
PLAN -TRK5
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469
3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
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0
8
3/4/2016 blindje I:\Projects\4015156\4015156_0001\90_CAD Models and Sheets\04_CK_Track_Rail\Plot Sheets\4015156_SHT_6.dgn
RAIL DESIGN
ENGINEER
R/W SHEET NO.
PROJECT REFERENCE NO.SHEET NO.
HYDRAULICS
ENGINEER
D
C N

P-2918F
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
N O RTH CAR
O
LIN
A
P R OFESS
I
ONA
L
E
NGINEERMORI
A
H B. ELLINGTON
031992
SEAL
6P-2918F
-AR1-
PROP. ACCESS ROAD
710
720
710
700
690
730
740
680
670
660
650
740
730
720
700
690
680
670
660
650
DETAIL
AUTOTURN
15SY
PROP. SIDEWALK,
13SY
PROP. SIDEWALK,
STANDARDS)
2'6" WIDE (USE NCDOT
CURB AND GUTTER,
PROP. DEPRESSED
AND GUTTER
PROP. CURB
PROP. INLET (TYP.)
684.81
684.81
FACILITY)
WITH WB-50 (RH TURN INTO
PROP. AUTOTURN SIMULATION
FACILITY)
(LH TURN INTO
WITH WB-50
SIMULATION
PROP. AUTOTURN
1
3
5
GAS LINE LOCATION
PER FIELD MARKINGS
OUTSIDE R/W
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
BRUSH
S-M HARDWOODS
BRUSH
BRUSH
BRUSH
BRUSH
HARDWOODS
GV
W
MW
M
W
M
P
O
T
St
a.
1
3
4
+
0
0
.
0
0
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C
St
a.
1
3
9
+
5
8
.
3
4
1
4
0
P
T Sta. 14
0
+5
3.0
3
POT Sta. 16+11.02
1
1
+0
0
1
2
+0
0
1
3
+0
0
1
4
+0
0
1
5
+00
1
6
+00
0.00'
+69.62
7.39'
+79.95
38.04'
+69.90
PROP. TRACK #6
ROAD
ACCESS
PROP.
W. S
U
M
MIT A
V
E
N
U
E
ROAD
PROP. ACCESS
PROP. TRACK #5
R
1
1
0
0'
10.00'
+00.64
12.58'
+91.30
14.94'
+35.73
R
2
0
0'
24.27'
+72.75
R106'
R
4
0'
43.86'
+92.71
R
3
0
'
0.00'
+07.52
R
4
0
0
'
E:1443799.6543
N:540733.5036
(SUMMIT AVE) POT Sta. 13+20.06
(ACCESS RD) POT Sta. 141+16.07=
EQUALITY:
90°16'15.7"
C-ROAD-1
CURVE DATA
RADIUS = 404.0'
LENGTH = 94.45'
TANGENT = 47.56'
C-ROAD-1
684.00
684.81
684.81
57.6-FT 6x6 RCBC
57.6-FT 6x6 RCBC
685.04
685.04
684.35
684.00
684.00
33.1-FT 18" RCP
683.54
60.5-FT 36" RCP
694.26
695.26
695.26
694.63
695.34
691.50
693.15
683.00
682.
20
682.77682.77
691.64
691.64
691.15
1
4
0
1
1
+0
0
1
2
+0
0
1
3
+0
0
1
4
+0
0
1
5
+00
ROAD
ACCESS
PROP.
W. S
U
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MIT A
V
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N
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ROAD
PROP. ACCESS
PROP. TRACK #5
WB-50
INDOT 201
3 (US)
(c) 2014 Transoft Solutions, Inc. All rights reserved.
WB-50
INDOT 2013 (US)
(c) 2014 Transoft Solutions, Inc. All rights reserved.
W
B-50
IND
OT 2013 (US)
(c) 2014 Transoft Solutions, Inc. All rights reserved.
WB-50
INDOT 2013 (US)
(c) 2014 Transoft Solutions, Inc. All rights reserved.
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.9
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6
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6
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.9
7
6
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.9
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6
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6
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6
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6
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7
6
9
7
.9
7
6
9
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.0
5
PI = 140+37.17
EL = 697.97'
VC=60
PROP. ACCESS RD.
EXIST. GROUND ALONG
PROP. ACCESS RD
PROP. GRADE
TRACK #5
T/RAIL PROP.
DETAIL FOR DESIGN PAST THIS POINT
PLANTING STRIP (2'-6" CURB AND GUTTER)
DROP CURB TYPE ii DRIVEWAY WITH
SEE CITY OF CHARLOTTE COMMERCIAL
E
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2
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2
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2
6
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8
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2
EXIST. GROUND ELEV.
PROP. TOP OF RAIL ELEV.
PROP. TOP OF PAVEMENT ELEV.
FLOW INE ELEV.
PROP. CURB
0.25%
CURB
0.25%
CURB
0.25%
CURB
0.25%
CURB
0.25%
CURB
0.25%
CURB
0.25%
CURB
0.25%
CURB
0.25%
CURB
0.25%
CURB
SLOPE
ROADWAY
MATCHES
CURB SLOPE
R
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V =
6
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8
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P
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.
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6
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2
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6
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2
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V =
6
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P
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P
R
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P
.
I N
LE
T
SECTIONS FOR DETAILS.
TO STA. 140+07.00. SEE CROSS
GEOMETRY FROM STA. 122+00.00
FOLLOWS TOP OR RAIL PROFILE
ROADWAY VERTICAL GEOMERTY
S-M HARDWOODS
1
4
0
1
3
5
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469
3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8

blindje3/4/2016 I:\Projects\4015156\4015156_0001\90_CAD Models and Sheets\04_CK_Track_Rail\Plot Sheets\4015156_SHT_7.dgn
ENGINEER
RAIL DESIGN
PROJECT REFERENCE NO.SHEET NO.
HYDRAULICS
ENGINEER
D
C N
P-2918F
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
N O RTH CAR
O
LIN
A
P R OFESS
I
ONA
L
E
NGINEERMORI
A
H B. ELLINGTON
031992
SEAL
740
730
720
710
700
690
680
670
720
710
700
690
730
740
680
670
660 660
740
730
720
710
700
690
680
670
660
720
710
700
690
730
680
670
660
750
7
127128 124125126 122123 121
P-2918F
120 117118119 115116 114
141 138139140 136137 135 134 131132133 129130 128
PLAN VIEW
4 FOR
SEE SHEET
PLAN VIEW
4A FOR
SEE SHEET
N O RTH CAR
O
LIN
A
P R OFESS
I
ONA
L
E
NGINEER
S
T
E
V
E
N
C
H
R
ISTOPHER NOR
I E G A033404
SEAL
650650
PROFILE
MAIN TRACK 5
PROPOSED
(+) 0.4000%
INV. OUT = 699.79'
INV. IN = 701.38'
PROP. 18" RCP
STA. 125+07 +/-
STAGE 1
E
L E
V =
6
9
9
.7
6
-
T
R
K 5
-

L T
S
T
A
12
5
+
0
0
8
.0
'
B
A S
E

D
I T
C H
S
P
E
C

L A T
E
L
E
V =
6
9
9
.5
8
-
T
R
K
5
-

R
T
S
T
A
12
4
+
5
0
2
.0
'
B
A S
E

D
I T
C H
S
P
E
C
L A T
E
L
E
V =
7
0
4
.14
-
T
R
K 5
-

R
T
S
T
A
12
1
+
0
0
2
.0
'
B
A S
E

D
I T
C
H
S
P
E
C

L A T
E
L
E
V =
7
0
2
.5
0
-
T
R
K 5
-

L T
S
T
A
12
0
+
5
0
2
.0
'
B
A S
E

D
I T
C
H
S
P
E
C
L A T
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
CFS
CFS
FT
FT = 702.61
= 702.30
= 5.50
DOUBLE 18' RCP -TRK5- Sta. 123+71 LT.
= 100
= 17.2
= 20.03
(-) 0.4000%
E
L
E
V =
7
0
3
.3
0
S
T
A
11
8
+
5
0

-
T
R
K
5
-

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2
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B
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E

D
I T
C
H
B
E
G
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P
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C

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E
L
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V =
7
0
3
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8
-
T
R
K
5
-

LT
S
T
A
1 2
2
+
0
0
2
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B
A S
E

D
I T
C
H
B
E
G
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P
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C

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L
E
V =
7
0
2
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0
-
T
R
K 5
-

L T
S
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A
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1 +
0
0
2
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'
B
A S
E

D
I T
C H
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N
D

S
P
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C
L A T
(-) 1.77%
(-) 0.59%(-) 1.03%
(-) 0.36%
E
L
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V =
7
0
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12
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3
-
T
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-

LT
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A

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4
+
0
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8
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B
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E

D
I T
C H
S
P
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C
L A T
E
N
D

2
-
1 8
" C U L V E
R
T
(-) 1.13%
(-) 0.67%
E
L
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V =
7
0
0
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0
-
T
R
K
5
-

LT
S
T
A
12
3
+
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2
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0
8
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B
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D
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C
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C

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B
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G
2
-
1 8
" C U L V E
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T
STAGE 1
ELEV. = UNKNOWN
EXIST. BOTTOM OF GIRDER
EXIST. I-277 BRIDGE
ELEV. = 731.75 +/-
EXIST. BOTTOM OF GIRDER
EXIST. W. CARSON BLVD. BRIDGE
TOP OF RAIL
EXIST. MAIN TRACK
E
L
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V
=

7
0
7
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4
'
P
R
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.
T
/
R
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C

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0
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P
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T
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#5
B
E
G I N
C
ON
S
T
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B
E
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P
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2
MAIN TRACK
T/RAIL EXIST.PROP. TRACK #5
EXIST. GROUND ALONG
SIDING TRACK
T/RAIL EXIST.
ELEV. = 694.34
WATER LINE
54"-DIA. PCCP
STA. 122+11 +/-
S
T
A .
12
5
+
2
1
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4
(T
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C /
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P
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r = 0.5373
VC = 150'
EL = 707.40'
PI = 117+25.00
VC #1
r = 0.8879
VC = 150'
EL = 707.70'
PI = 120+75.00
VC #2
r = 0.6240
VC = 200'
EL = 698.52'
PI = 128+10.20
VC #3
E
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=

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CONST. LIMITS
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2
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T
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T
S
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13
6
+
2
5
4
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B
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C
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B
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G
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C

L A T
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6
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1
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6
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T
R
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LT
S
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A
13
3
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5
0
S
W
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T
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U
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B
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G I N

2
5
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8
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B
A S
E

D
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C
H
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ND

S
P
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C
L A T
E
L
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V =
6
9
5
.6
5
-
T
R
K
5
-

LT
S
T
A
12
9
+
0
0
8
.0
'
B
A
S
E

D
I T
C
H
S
P
E
C

L A T
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
CFS
CFS
FT
FT = 697.83
= 697.05
= 0.90
18' RCP -TRK5- Sta. 129+00 TO 136+00 RT
= 100
= 3.6
= 6.46
(+) 19.25
4
8
%
DRAINAGE AREA
DESIGN FREQUENCY
DESIGN DISCHARGE
DESIGN HW ELEVATION
100 YEAR DISCHARGE
OVERTOPPING ELEVATION
PIPE HYDRAULIC DATA
AC
YRS
CFS
CFS
FT
FT = 695.85
= 691.05
DOUBLE 6X6 RCBC -TRK5- Sta. 140+18
= 100
= 80.60
= 484.0
= 986.71
E
L
E
V =
6
8
8
.9
0
-
T
R
K 5
-

LT
S
T
A
13
6
+
2
5
2
5
.0
'
B
A S
E

D
I T
C
H
E
ND

S
P
E
C
L A T
INV. OUT = 685.54'
INV. IN = 685.80'
PROP. 36" RCP
STA. 139+62 +/-
INV. OUT = 684.81'
INV. IN = 685.04'
2@6' X 6' RCBC
Sta. 140+18 +/-
INV. OUT = 686.46'
INV. IN = 688.43'
PROP. 36" RCP
STA. 136+70 +/-
E
L
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V =
6
9
5
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3
T
R
K
5
-

L T
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DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469
3/4/2016 3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
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P
0
8

blindje3/4/2016 I:\Projects\4015156\4015156_0001\90_CAD Models and Sheets\04_CK_Track_Rail\Plot Sheets\4015156_SHT_8.dgn
ENGINEER
RAIL DESIGN
PROJECT REFERENCE NO.SHEET NO.
HYDRAULICS
ENGINEER
D
C N
P-2918F
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
N O RTH CAR
O
LIN
A
P R OFESS
I
ONA
L
E
NGINEERMORI
A
H B. ELLINGTON
031992
SEAL
740
730
720
710
700
690
680
670
650
138
134
135136137
720
710
700
690
650
730
740
680
670
660 660
740
730
720
710
700
690
680
670
660
720
710
700
690
730
680
670
660
133
750
8
PLAN VIEW
4 & 5 FOR
SEE SHEETS
127128129130131132 124125126 122123 121
P-2918F
134139
PLAN VIEW
4, 5 & 5A FOR
SEE SHEETS
PROFILE
MAIN TRACK 6
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DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469
3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8

blindje3/4/2016 I:\Projects\4015156\4015156_0001\90_CAD Models and Sheets\04_CK_Track_Rail\Plot Sheets\4015156_SHT_9.dgn
ENGINEER
RAIL DESIGN
PROJECT REFERENCE NO.SHEET NO.
HYDRAULICS
ENGINEER
D
C N
P-2918F
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
N O RTH CAR
O
LIN
A
P R OFESS
I
ONA
L
E
NGINEERMORI
A
H B. ELLINGTON
031992
SEAL
740
730
720
710
700
690
680
670
660
720
710
700
690
730
680
670
660
750
9
PLAN VIEW
4 & 5 FOR
SEE SHEETS
127128129130 124125126 123
P-2918F
LEFT BLANK
INTENTIONALLY
THIS SPACE
PROFILE
MAIN TRACK 7
PROPOSED
PROP. TRACK #7
EXIST. GROUND ALONG
T/RAIL PROP. TRACK #6
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r = 0.6240
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EL = 698.52'
PI = 128+10.18
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DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469
3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
140+00 135+00 130+00 125+00 120+00 115+00
(UNDERGRADE BRIDGE)
W MOREHEAD ST
BRIDGE)
(OVERHEAD
BLVD
CARSON
BRIDGE)
(OVERHEAD
FREEWAY
JOHN BELK
I-277
AVE
W SUMMIT PENMAN ST PALMER ST
140+00 135+00 130+00 125+00 120+00 115+00
(UNDERGRADE BRIDGE)
W MOREHEAD ST
BRIDGE)
(OVERHEAD
BLVD
CARSON
BRIDGE)
(OVERHEAD
FREEWAY
JOHN BELK
I-277
AVE
W SUMMIT PENMAN ST PALMER ST
13PENMAN ST PALMER ST

3

55

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:
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PROJECT REFERENCE NO.SHEET NO.
R/W SHEET NO.
RAIL DESIGN
ENGINEER
HYDRAULICS
ENGINEER
D
C
N
P-2918F
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
N O RTH CAR
O
LIN
A
P R OFESS
I
ON
A
L
E
NGINEERMORI
A
H B. ELLINGTON
031992
SEAL
EXISTING CONDITIONS:
MAINTENANCE FACILITY
PROPOSED LOCOMOTIVE AND RAIL CAR
P-2918F CONSTRUCTION PHASING
TO MP 378
TO CONCORD
TO MP 379
TO GASTONIA
EXISTING (BEING REMOVED)
EXISTING
TRACK
TURNOUT
LEGEND
UNDERGRADE)
OR
(OVERHEAD
BRIDGE
PROPOSEDITEM DESCRIPTION
GRADE CROSSING
SIGNALS
MAST RAILROAD
FROM STA. 129+60.20 TO STA. 135+73.58, AND CRASHWALL INSTALLATION
STAGE 1, PHASE 1: RAILROAD ROADBED GRADING, DRAINAGE, PLATFORM CONSTRUCTION
11
5. CONSTRUCT CRASHWALLS AT CARSON BLVD OVERHEAD BRIDGE AND AT 1-277 OVERHEAD BRIDGE.
UPON THE COMPLETION OF THE RELOCATION OF THE EXISTING 54" WATERLINE.
4. CONSTRUCT PROPOSED RAILROAD ROADBED FROM -TRK5- STA. 119+40.00 TO STA. 123+00.95
THE PROPOSED SERVICE PLATFORM AND CONCRETE PADS FOR THE PROPOSED SHEDS.
3. CONSTRUCT PROPOSED RAILROAD ROADBED FROM -TRK5- STA. 123+00.95 TO STA. 136+00.00, INCLUDING
2. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES.
1. CONTRACTOR TO CLOSE PENMAN AND PALMER STREETS TO THRU TRAFFIC.
CONSTRUCTION PHASING
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469
3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
140+00 135+00 130+00 125+00 120+00 115+00
(UNDERGRADE BRIDGE)
W MOREHEAD ST
BRIDGE)
(OVERHEAD
BLVD
CARSON
BRIDGE)
(OVERHEAD
FREEWAY
JOHN BELK
I-277
AVE
W SUMMIT

3
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PROJECT REFERENCE NO.SHEET NO.
R/W SHEET NO.
RAIL DESIGN
ENGINEER
HYDRAULICS
ENGINEER
D
C
N
P-2918F
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
N O RTH CAR
O
LIN
A
P R OFESS
I
ON
A
L
E
NGINEERMORI
A
H B. ELLINGTON
031992
SEAL

3
3
140+00 135+00 130+00 125+00 120+00 115+00
(UNDERGRADE BRIDGE)
W MOREHEAD ST
BRIDGE)
(OVERHEAD
BLVD
CARSON
BRIDGE)
(OVERHEAD
FREEWAY
JOHN BELK
I-277
AVE
W SUMMIT 2
MAINTENANCE FACILITY
PROPOSED LOCOMOTIVE AND RAIL CAR
P-2918F CONSTRUCTION PHASING
TO MP 378
TO CONCORD
TO MP 379
TO GASTONIA
STAGE 1, PHASE 2:
EXISTING (BEING REMOVED)
EXISTING
TRACK
TURNOUT
LEGEND
UNDERGRADE)
OR
(OVERHEAD
BRIDGE
PROPOSEDITEM DESCRIPTION
GRADE CROSSING
SIGNALS
MAST RAILROAD
12
2

2. CONSTRUCT PROPOSED RAILROAD ROADBED FROM -TRK5- STA. 136+00.00 TO STA. 140+72.48 ONCE THE PARCEL BECOMES AVAILABLE
1. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES.
CONSTRUCTION PHASING (CONT'D)
STAGE 2, PHASE 1:
4. AT THE END OF THIS PHASE, MAINTENANCE OPERATIONS CAN OCCUR WITHIN THE YARD.
3. NS FORCES TO REMOVE THE EXISTING TURNOUT AND REMAINING SIDING TRACK TO STA. 116+50.
AND FROM STA. 124+37.35 TO STA. 138+60.62, -TRK7- STA. 124+37.75 TO STA. 130+00.00, INCLUDING ALL PROP. No. 10 LH AND RH TURNOUTS.
2. CONSTRUCT PROPOSED TRACK FROM -TRK5- STA. 116+50 TO STA. 140+72.48, -TRK6- STA. 123+01.35 TO STA. 123+26.35
1. CONTRACTOR TO INSTALL EROSION CONTROL MEASURES.
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469
3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
FOOTINGS
PROPOSED
{ EXISTING &
A
A
7'-8"9'-0"7'-8"9'-0"7'-8"9'-0"7'-8"9'-0"
3'-10Ž"
3
"
2
'
-
6
"
4'-7•"4'-7•"
(TYP. LL)(TYP. LL)
4'-6"
(TYP. RL)
4'-6"
(TYP. RL)
17'-2"17'-2"17'-2"17'-2"16'-8"16'-8"16'-8"16'-8"{ EXISTING 3'-6" DIA.
CONCRETE COLUMNS
9'-3"7'-11"9'-3"7'-11"9'-3"7'-11"9'-3"7'-11"9'-3"
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
DRAWN BY :
CHECKED BY :
DATE :
DATE :
Charlotte, NC 28202
NC License Number F-0991
900 West Trade St., Suite 715
STV ENGINEERS, INC.
PLAN & ELEVATION
P-2918F
VMW
PEK
NOTES:
1"
JT.
EXP.
(TYP.)
STRUT
CONCRETE
EXISTING
3
'
-
3
"
4'-6"6'-6"
2'-6"
STRUT
CONCRETE
EXISTING
118+95.67 -TRK5-
9'-0"
SECTION A-A
(FOR DOWEL DETAILS SEE SHEET S-2)
LL = LEFT LANE
RL = RIGHT LANE
1"
EXP. JT.
4
'
-
6
"
CRASHWALL
BRIGES AT I-277 OVER
NORFOLK SOUTHERN RAILROAD
2'-9"
2'-10•"MECKLENBURG
S-1
10
SHEET 1 OF 3
1-16
1-16
1
3
'
-
6
"
(L
L
)
6
'
-
9
"
(L
L
)
6
'
-
9
"
(L
L
)
1
3
'
-
3
"
(
R
L
)
6
'
-
7
•
"
(R
L
)
6
'
-
7
•
"
(
R
L
)
ELEVATION - LEFT LANE ELEVATION - RIGHT LANE
PLAN - LEFT LANE PLAN - RIGHT LANE
13'-1Š"
UNLESS ALL SIGNATURES COMPLETED
DOCUMENTS NOT CONSIDERED FINAL
FOOTING (TYP.)
PROPOSED CONCRETE
FOOTING (TYP.)
EXISTING CONCRETE
CRASHWALL
CONCRETE
PROPOSED
FOOTING (TYP.)
PROPOSED CONCRETE
FOOTING (TYP.)
EXISTING CONCRETE
CONCRETE CRASHWALL
PROPOSED FACE OF
CONCRETE CRASHWALL
PROPOSED BACK OF
(TYP.)
COLUMN
CONCRETE
3'-6" DIA.
EXISTING
EL. 718.00
13'-6"
FOOTING
PROPOSED CONCRETE
(TYP.)
BENT CAP
CONCRETE
EXISTING
BENT CAP
CONCRETEEXISTING
CONCRETE COLUMN
3'-6" DIA.EXISTING
CRASHWALL
PROPOSED CONCRETE
REPAIR
CONCRETE
1.0 SF.
SIDE)
(SPAN C
REPAIR
CONCRETE
1.0 SF.
DETAIL SEE SHEET S-2
FOR COLUMN DOWEL
DETAIL SEE SHEET S-2
FOR FOOTING DOWEL
EL. 718.00
THE ITEM WAS SPECIFIED.
MANUFACTURER REGARDLESS OF WHETHER OR NOT
LETTER OF CERTIFICATION FROM THE
SUBMITTAL SHALL BE ACCOMPANIED WITH A
AMERICA" REQUIREMENTS. EACH SHOP DRAWING
EQUIPMENT ON THIS PROJECT SHALL MEET "BUY
ALL PRODUCTS, BUILDING MATERIALS, AND
BUY AMERICA NOTE
FOR GROUT FOR STRUCTURED, SEE SPECIAL PROVISIONS.
FOR FALSEWORK AND FORMWORK, SEE SPECIAL PROVISIONS.
FOR SUBMITAL OF WORKING DRAWINGS, SEE SPECIAL PROVISIONS.
BRIDGES. COMPLETE CONCRETE REPAIRS BEFORE CONSTRUCTING CRASH WALLS. SEE SHEET S-10 FOR DETAILS.
BY THE ENGINEER. REPAIRS WILL ONLY BE PERFORMED ON THE EXISTING BENT 2 OF THE LEFT AND RIGHT
PERFORM CONCRETE REPAIRS AND EPOXY RESIN INJECTION WHERE INDICATED ON THE PLANS AND AS DIRECTED
TOP OF CRASHWALL SHALL BE A MINIMUM OF 10'-0" ABOVE ADJACENT TOP OF RAIL.
THE PLANS AND THE ACTUAL CONDITIONS AT THE PROJECT SITE.
ADDITIONAL COST INCURRED BASED ON DIFFERENCES BETWEEN THE EXISTING BRIDGE SUBSTRUCTURE SHOWN ON
SHALL HAVE NO CLAIM WHATSOEVER AGAINST THE DEPARTMENT OF TRANSPORTATION FOR ANY DELAYS OR
AVAILABLE. SINCE THIS INFORMATION IS SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR, THE CONTRACTOR
THE SUBSTRUCTURE OF THE EXISTING BRIDGE INDICATED ON THE PLANS IS FROM THE BEST INFORMATION
6.
5.
4.
3.
2.
1.
E.
L
KELLY,JR.
A
PU19765
DocuSign Envelope ID: 4FE09C9A-6107-40F0-8CF1-F95C96825838
3/3/2016
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
COLUMN DOWEL DETAIL
FOOTING
EXISTING CONCRETE
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
SHEET 2 OF 3
DRAWN BY :
CHECKED BY :
DATE :
DATE :
P-2918F
MECKLENBURG
118+95.67 -TRK5-
VMW
PEK
Charlotte, NC 28202
NC License Number F-0991
900 West Trade St., Suite 715
STV ENGINEERS, INC.
2
'
-
3
"
1 '
-
5
"
E
M
B
E
D
.
VERTICAL DOWEL DETAIL
CONCRETE
TOP OF EXISTING
2'-3"1'-5" EMBED.
CONCRETEFACE OF
HORIZONTAL DOWEL DETAIL
COLUMNCONCRETE
EXISTING 3'-6" DIA.
STRUT
EXISTING CONCRETE
10
"
11

S
P
A
.

@
1
'
-
0
"
=

1
1
'
-
0
"
6"12 SPA. @ 1'-0" = 12'-0"
FOOTING
EXISTING CONCRETE
EXISTING COLUMNS AND FOOTINGS)
FOR EMBEDMENT LENGTHS INTO
(SEE HORIZONTAL DOWEL DETAIL
EXISTING COLUMNS AND FOOTINGS)
FOR EMBEDMENT LENGTHS INTO
(SEE HORIZONTAL DOWEL DETAIL
FOOTING DOWEL DETAIL SECTION B-B
CONSTRUCTION JOINT
CONSTRUCTION JOINT FOOTING
EXISTING CONCRETE
1'-0" (RL)
1'-1•" (LL)
1'-0" (RL)
1'-1•" (LL)
B
B
FOOTING (TYP.)
PROPOSED CONCRETE
NOTES:
1'-7"
EXISTING COLUMNS AND FOOTINGS)
FOR EMBEDMENT LENGTHS INTO
(SEE VERTICAL DOWEL DETAIL
ADHESIVELY ANCHORED DOWEL ADHESIVELY ANCHORED DOWEL CRASHWALL DETAILS
BRIDGES AT I-277 OVER
NORFOLK SOUTHERN RAILROAD
S-2
10
#6D1 (TYP.)
(TYP.)
#6D1
#6D1 (TYP.)
1-16
1-16 UNLESS ALL SIGNATURES COMPLETED
DOCUMENTS NOT CONSIDERED FINAL
5
"
(L
L
)
3
"
(
R
L
)
3
"
(
L
L
)
4
"
(
R
L
)
#6D1
#6D1
10"10"
3 SPA.1'-2"|1'-2"|
@ 1'-0"
LL = LEFT LANE
RL = RIGHT LANE
6
"
7
"
6.
5.
4.
3.
2.
1.
THE ITEM WAS SPECIFIED.
MANUFACTURER REGARDLESS OF WHETHER OR NOT
LETTER OF CERTIFICATION FROM THE
SUBMITTAL SHALL BE ACCOMPANIED WITH A
AMERICA" REQUIREMENTS. EACH SHOP DRAWING
EQUIPMENT ON THIS PROJECT SHALL MEET "BUY
ALL PRODUCTS, BUILDING MATERIALS, AND
BUY AMERICA NOTE
PROPOSED DOWELS IS PREFERED.
PROPOSED LOCATION. MOVING DOWEL IN LINE WITH OTHER
PROPOSED DOWELS, DOWELS MAY BE MOVED UP TO 3" FROM
WHEN EXISTING REINFORCEMENT IS IN CONFLICT WITH
DEPTH.
ADVANCING PILOT HOLE IN ‚" INCREMENTS UP TO A 4"
BEFORE CHECKING FOR REINFORCEMENT. CONTINUE
ADVANCE PILOT HOLES NO MORE THAN ‚" AT A TIME
PILOT HOLES TO CHECK FOR EXISTING REINFORCEMENT.
WITH THE PROPOSED DOWELS. THE CONTRACTOR WILL DRILL
WILL ENCOUNTER EXISTING REINFORCEMENT IN CONFLICT
IT IS STILL HIGHLY PROBABLE THAT THE CONTRACTOR
EXISTING REBAR IS LESS LIKELY TO BE PLACED. HOWEVER,
ADHESIVELY ANCHORED DOWELS HAVE BEEN LOCATED WHERE
SPECIAL PROVISIONS.
ADHESIVELY ANCHORED ANCHOR BOLTS OR DOWELS, SEE
PROVISIONS. NO FIELD TESTING IS REQUIRED. FOR
THE MANUFACTURER'S RECOMMENDATIONS AND THE SPECIAL
ADHESIVELY ANCHORED DOWELS SHALL BE INSTALLED PER
STANDING WATER.
BE APPLIED TO SURFACES THAT HAVE VISIBLE OR
APPROXIMATELY 100 PSI. BONDING COMPOUND SHALL NOT
BOTTOM DISCHARGE PRESSURE VESSEL OPERATING AT
APPLIED AS A SPRAY APPLICATION BY USE OF A BINKS
IS FURTHER RECOMMENDED THAT BONDING COMPOUND BE
ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. IT
PRODUCTS LIST. BONDING SYSTEM SHALL BE APPLIED IN
BODING SYSTEM SHALL BE LISTED ON THE NCDOT APPROVED
MATERIAL WITH AN EPOXY BONDING COMPOUND. EPOXY
NEW CONCRETE SHALL BE BONDED TO CLEAN SOUND
POTABLE WATER.
WITH A DETERGENT AND THE SURFACE WASHED WITH CLEAN
DUST. GREASE AND OIL SHALL BE SCRUBBED AND REMOVED
AIR CLEANED WITH OIL FREE AIR TO REMOVE ALL LOOSE
EXPOSED SURFACE SHALL BE WASHED WITH CLEAN WATER OR
REMOVED AND THAT A CLEAN SOUND SURFACE REMAINS. THE
FOREIGN MATERIAL AND LOOSE OR UNSOUND CONCRETE IS
EITHER WATERBLASTING OR WIRE BRUSHED SO THAT ALL
NEW CONCRETE WILL BE BONDED SHALL BE CLEANED BY
THE SURFACE OF THE EXISTING MATERIAL TO WHICH THE
GRADE 60 AND SHALL BE SPACED AS SHOWN ON THE PLANS.
DOWELS SHALL BE MADE OF DEFORMED BARS, ASTM A615,
SPECIFIED IN AREMA SPECIFICATIONS, CHAPTER 8, PART 14.
SURFACE PREPARATION AND ANCHORAGE SHALL BE AS
E.
L
KELLY,JR.
A
PU19765
DocuSign Envelope ID: 4FE09C9A-6107-40F0-8CF1-F95C96825838
3/3/2016
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
SHEET 3 OF 3
DRAWN BY :
CHECKED BY :
DATE :
DATE :
P-2918F
MECKLENBURG
118+95.67 -TRK5-
VMW
PEK
Charlotte, NC 28202
NC License Number F-0991
900 West Trade St., Suite 715
STV ENGINEERS, INC.
CRASHWALL DETAILS
BRIDGES AT I-277 OVER
NORFOLK SOUTHERN RAILROAD
S-3
10
2" CL.
(TYP.)
#5V1
2
"
C
L
.
3"
(TYP.)
4 SPA.
@ 6" CTS.
2'-6"
4-#5 "H" BARS
#5S1
#5T1 #5L1
3"
28-#5 "T" BARS (14 EA. FACE)
3'-0" MIN. SPLICE
#5H1 (2 BAR RUN) WITH
17'-2" COLUMNS SPA.)
#5H3 (TYP. @
2
"
C
L
.
(T
Y
P
.
)
9'-3"|7'-11"9'-3"|3'-10Ž"9'-3"|
#5U2 (TYP.)
9'-0"|7'-8"9'-0"|
#5H2
#5H4
#5H2
3'-0" MIN. SPLICE
#5H5 (2 BAR RUN) WITH
16'-8" COLUMNS SPA.)
#5H6 (TYP. @
9'-0"|
#5H2
(FOOTING REINFORCING AND DOWEL BARS NOT SHOWN FOR CLARITY)
3
"
2" CL.
(TYP.)
3
"
C
L
.
(T
Y
P
.
)
3"3"
1'-0"
2 SPA. @ 1'-0"
3-#5V2 (TYP. @ COLUMNS)
4"4"13 SPA. @ 1'-0"
7-#5U2
(7 EA. FACE) &
14-#5V2
#5T2
FOOTING)
(TYP. @ 7'-11"
(8 EA. FACE)
16-#5T1
7'-11"
5"
#5T3
(TYP.)
#5L1
3"3"
1'-0"
2 SPA. @ 1'-0"
3-#5V2 (TYP. @ COLUMNS)
3"3"3"3"
8-#5V2 (4 EA. FACE) & 4-#5U2
4"4"7 SPA. @ 1'-0"
FOOTING)
(TYP. @ 7'-8"
(7 EA. FACE)
16-#5T1
7'-8"
#5T4
3"
3" CL.
(TYP.)
C
C
SECTION C-C
(DOWEL BARS NOT SHOWN FOR CLARITY)
FRONT FACE
BACK FACE
2" CL.
(TYP.)
7 SPA. @ 1'-0"
M I
N
.

S
P
L
I
C
E
2
'
-
2
"
5•"5•"
7'-11" FOOTING)
FACE) (TYP. @
16-#5L1 (8 EA.
7 SPA. @ 11•"
7'-8" FOOTING)
FACE) (TYP. @
16-#5L1 (8 EA.
2" CL.
(TYP.)
2" CL.
(TYP.)
(TYP.)
EXIST. FOOTING (TYP.)
EXIST. FOOTING
3
'
-
3
"|
3
"
3 SPA. @ 1'-0" MAX.3 SPA. @ 1'-0" MAX.
3 SPA. @ 1'-0" MAX.
13 SPA. @ 1'-0" MAX.
2" CL.
(TYP.)
3
"
C
L
.
(T
Y
P
.
)
EXIST. STRUT
EXIST. COLUMN (TYP.)
EXIST. STRUT
EXIST. COLUMN (TYP.)
JT.
1" EXP.
(DOWEL BARS NOT SHOWN FOR CLARITY)
2" CL.
(TYP.)
#5U2 (TYP.)
2
'
-
6
"
(
T
Y
P
.
)
2
"
C
L
.
PARTIAL ELEVATION - LEFT LANE PARTIAL ELEVATION - RIGHT LANE
(FOOTING REINFORCING AND DOWEL BARS NOT SHOWN FOR CLARITY)
(TYP.)
FOOTING
EXIST.
(TYP.)
FOOTING
EXIST.
(TYP.)
COLUMN
EXIST.
(TYP.)
COLUMN
EXIST.
2
'
-
6
"
3
"
C
L
.
(T
Y
P
.
)
3
'
-
3
"|
3
'
-
3
"
3
"
(
T
Y
P
.
)

W I
T
H
#
5
L
1
#
5

"V
"
B
A
R
S
3
"
C
C
EXIST. STRUT
COLUMN
EXIST.
#5V2
13
-
#
5

"H "
B
A
R
S
8-#5V2 (4 EA. FACE) & 4-#5U2 8-#5V2 (4 EA. FACE) & 4-#5U2
10
'
-
0
"
M
I
N
.
(F
I
E
L
D

V
E
R
I
F
Y
)

T
O

T
O
P

O
F

R
A
I
L
REINFORCING SCHEDULE
BAR NO.SIZE TYPE LENGTH WEIGHT
BAR TYPE
6
'
-
2
"
EXIST. STRUT EXIST. STRUT
1-16
1-16
#5V2
#5V2
2
"
C
L
.
(T
Y
P
.
)
2
"
C
L
.
(T
Y
P
.
)(TYP.)
#5L1
(TYP. @ 17'-2" COLUMNS SPA.)
14-#5S1
14-#5V2 (FRONT FACE), &
14-#5V1 (BACK FACE),
(TYP. @ 16'-8" COLUMNS SPA.)
14-#5S1
14-#5V2 (FRONT FACE), &
14-#5V1 (BACK FACE),
2'-2"2'-2"
1 '
-
6
"
1 '
-
6
"
UNLESS ALL SIGNATURES COMPLETED
DOCUMENTS NOT CONSIDERED FINAL
PLANS
PRELIMINARY
PARTIAL PLAN - LEFT LANE PARTIAL PLAN - RIGHT LANE
7 SPA. @ 1'-0"5•"5•"
3'-10Ž"
3 SPA. @ 1'-0"
8-#5T1 (4 EA. FACE)
#5V2
3
4
-
#
5
H 1
@
1 '
-
0
"
M
A
X
.

S
P
A
.
W I
T
H

3
'
-
0
"
M
I
N
.

S
P
L
I
C
E

(
2

B
A
R

R
U
N

F
R
O
N
T

F
A
C
E
)

1
2

S
P
A
.

@
1
'
-
0
"
3
"
17
-
#
5
H
4

@
1 '
-
0
"
M A
X
.

S
P
A
.
1 '
-
0
"
M A
X
.

S
P
A
.
13
-
#
5
H
3

@
3
"
4•"6 SPA. @ 1'-0"
3
"
17
-
#
5
H
2

@
1 '
-
0
"
M A
X
.

S
P
A
.
1
7
-
#
5
U
2
16

S
P
A
.

@
1 '
-
0
"
M A
X
.
3
"
17
-
#
5
H
2

@
1 '
-
0
"
M A
X
.

S
P
A
.
3
"
1
7
-
#
5
H
2

@
1
'
-
0
"
M
A
X
.

S
P
A
.
#5V2
3
4
-
#
5
H 5

@
1 '
-
0
"
M A
X
.

S
P
A
.
W I
T
H

3
'
-
0
"
M
I
N
.

S
P
L
I
C
E

(
2

B
A
R

R
U
N

F
R
O
N
T

F
A
C
E
)

3
"
1 '
-
0
"
M A
X
.

S
P
A
.
1
3
-
#
5
H 6

@
16

S
P
A
.

@
1 '
-
0
"
M A
X
.
1
7
-
#
5
U
2
13 SPA. @ 1'-0"
13'-6"
3
4
-
#
5

"H
"
B
A
R
S

@
1 '
-
0
"
M A
X
.

S
P
A
.
(
2

B
A
R

R
U
N
)

W
I
T
H
3
'
-
0
"
M
I
N
.

S
P
L
I
C
E

81'-9Ž"75'-8"
5ƒ"5ƒ"6"@ 1'-0"
3 SPA.
FACE)
(4 EA.
8-#5L1 2'-0"
THE ITEM WAS SPECIFIED.
MANUFACTURER REGARDLESS OF WHETHER OR NOT
LETTER OF CERTIFICATION FROM THE
SUBMITTAL SHALL BE ACCOMPANIED WITH A
AMERICA" REQUIREMENTS. EACH SHOP DRAWING
EQUIPMENT ON THIS PROJECT SHALL MEET "BUY
ALL PRODUCTS, BUILDING MATERIALS, AND
BUY AMERICA NOTE
E.
L
KELLY,JR
.
APU19765
REINFORCING STEEL LBS.
CU. YARDS
19,499
295.1

TOTAL REINFORCING STEEL =
H1 #5 STR.42'-3"34 1,498
H2 #5 STR.2'-5"60 151
H3 #5 STR.13'-4"68
H4 #5 STR.6'-5"20 134
H5 #5 STR.39'-2"34 1,389
H6 #5 STR.68 12'-10"
L1 #5136 1 8'-2"
V1 #5 STR.1,43111212'-3"
19,499 LBS.
V2 STR.3,082180#5
U2 #5 3 5'-2"28653
910

D1 STR.4,4178023'-8"#6
16'-5"
1 2
ALL BAR DIMENSIONS ARE OUT TO OUT
3
#5

STR.T1

13'-0"136 1,844
112 #5 STR.7'-6"T2 876
T3 #5 STR.3'-6"10228
T4 #5 STR.7'-3"847112
946
1,158
S1 #5112 2 3'-8"428
CLASS A CONCRETE
BILL OF MATERIAL
BENT 2 AT STA. 118+95.67 -TRK5-
FOUNDATION EXCAVATION FOR LUMP SUM
CF.0.8CONCRETE REPAIRS
DocuSign Envelope ID: 4FE09C9A-6107-40F0-8CF1-F95C96825838
3/3/2016
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
8'-0"8'-0"15'-0"8'-0"8'-0"
4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"
(TYP.)
COLUMNS
CONCRETE
{ EXISTING
FOOTING (TYP.)
PROPOSED CONCRETE
FOOTING (TYP.)
EXISTING CONCRETE
5
'
-
0
"
5
'
-
0
"
1
0
'
-
0
"
4'-0"4'-0"
FOOTINGS
PROPOSED
{ EXISTING &
PLAN
COLUMN (TYP.)
EXISTING CONCRETE
CRASHWALL
CONCRETE
PROPOSED
FOOTING (TYP.)
EXISTING CONCRETE
A
A
ELEVATION
BENT 3 CRASHWALL
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
SHEET 1 OF 3
DRAWN BY :
CHECKED BY :
DATE :
DATE :
P-2918F
MECKLENBURG
121+35.40 -TRK5-
VMW
PEK
Charlotte, NC 28202
NC License Number F-0991
900 West Trade St., Suite 715
STV ENGINEERS, INC.
EL. 717.82
2'-6‚"
2
'
-
0
"
2'-6"
2'-6"
BENT CAP
EXISTING CONCRETE
COLUMN
EXISTING CONCRETE
STRUT
EXISTING CONCRETE
FOOTING
PROPOSED CONCRETE
4" (BOT.)
NOTES:
4'-0"4'-0"
10'-0"
11‡" (TOP)
SECTION A-A
CONCRETE CRASHWALL
PROPOSED FACE OF
CONCRETE CRASHWALL
PROPOSED BACK OF
PLAN & ELEVATION
BRIDGE AT WEST CARSON BLD
15'-5"15'-5"
BENT CAP
EXISTING CONCRETE
(FOR DOWEL DETAILS SEE SHEET S-5)
FOOTING STRUT
EXISTING CONCRETE
S-4
OVER NORFOLK SOUTHERN RR
10
2
'
-
6
"
2
'
-
6
"
9
"
2'-3•"
5
'
-
7
‚
"
9‚"
4'-11ƒ"
CRASHWALL
CONCRETE
PROPOSED
1-16
1-16
SIDE)
(SPAN D
INJECTION
RESIN
EPOXY
1.5 LF.
REPAIR (SPAN D SIDE)
0.5 SF. CONCRETE
(SPAN D SIDE)
RESIN INJECTION
2.7 LF. EPOXY
(SPAN D SIDE)
RESIN INJECTION
1.5 LF. EPOXY
(COLUMN 3 ONLY)
1.0 SF. CONCRETE REPAIR
UNLESS ALL SIGNATURES COMPLETED
DOCUMENTS NOT CONSIDERED FINAL
PLANS
PRELIMINARY
(TYP.)
FOOTING STRUT
EXISTING CONCRETE
NOT SHOWN FOR CLARITY)
(EXISTING CONCRETE COLUMN STRUT
(LOOKING EAST)
DETAIL SEE SHEET S-5
FOR COLUMN DOWEL
DETAIL SEE SHEET S-5
FOR FOOTING DOWEL
COLUMN STRUT (TYP.)
EXISTING CONCRETE
DETAIL SEE SHEET S-5
FOR FOOTING STRUT DOWEL
0.5 LF EPOXY RESIN INJECTION
2-1.0 SF. CONCRETE REPAIR &(COLUMN 3 ONLY)
RESIN INJECTION
0.5 LF EPOXY
(TYP.)
EXISTING CONCRETE FOOTING STRUT
PROPOSED CONCRETE FOOTING &
TEMPORARY RAILROAD SHORING
THE ITEM WAS SPECIFIED.
MANUFACTURER REGARDLESS OF WHETHER OR NOT
LETTER OF CERTIFICATION FROM THE
SUBMITTAL SHALL BE ACCOMPANIED WITH A
AMERICA" REQUIREMENTS. EACH SHOP DRAWING
EQUIPMENT ON THIS PROJECT SHALL MEET "BUY
ALL PRODUCTS, BUILDING MATERIALS, AND
BUY AMERICA NOTE
FOR GROUT FOR STRUCTURED, SEE SPECIAL PROVISIONS.
FOR FALSEWORK AND FORMWORK, SEE SPECIAL PROVISIONS.
FOR SUBMITAL OF WORKING DRAWINGS, SEE SPECIAL PROVISIONS.
FOR TEMPORARY RAILROAD SHORING, SEE SPECIAL PROVISIONS.
7
6.
5
4.
3.
2.
1.
COMPLETE CONCRETE REPAIRS BEFORE CONSTRUCTING CRASH WALLS. SEE SHEET S-10 FOR DETAILS.
DIRECTED BY THE ENGINEER. REPAIRS WILL ONLY BE PERFORMED ON THE EXISTING BENT 3 OF THE BRIDGE.
PERFORM CONCRETE REPAIRS AND EPOXY RESIN INJECTION WHERE INDICATED ON THE PLANS AND AS
TOP OF CRASHWALL SHALL BE A MINIMUM OF 10'-0" ABOVE ADJACENT TOP OF RAIL.
SUBSTRUCTURE SHOWN ON THE PLANS AND THE ACTUAL CONDITIONS AT THE PROJECT SITE.
DELAYS OR ADDITIONAL COST INCURRED BASED ON DIFFERENCES BETWEEN THE EXISTING BRIDGE
CONTRACTOR SHALL HAVE NO CLAIM WHATSOEVER AGAINST THE DEPARTMENT OF TRANSPORTATION FOR ANY
AVAILABLE. SINCE THIS INFORMATION IS SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR, THE
THE SUBSTRUCTURE OF THE EXISTING BRIDGE INDICATED ON THE PLANS IS FROM THE BEST INFORMATION
E.
L
KELLY,JR.
APU19765
DocuSign Envelope ID: 4FE09C9A-6107-40F0-8CF1-F95C96825838
3/3/2016
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
C
C
COLUMN DOWEL DETAIL
FOOTING DOWEL DETAIL
FOOTING (TYP.)
EXISTING CONCRETE9•"14 SPA. @ 1'-0" = 14'-0"
FOOTING STRUT
EXISTING CONCRETE
FOOTING STRUT DOWEL DETAIL
SECTION C-C
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
SHEET 2 OF 3
DRAWN BY :
CHECKED BY :
DATE :
DATE :
P-2918F
MECKLENBURG
121+35.40 -TRK5-
VMW
PEK
Charlotte, NC 28202
NC License Number F-0991
900 West Trade St., Suite 715
STV ENGINEERS, INC.
2
'
-
3
"
1
'
-
5
"
E
M
B
E
D
.
VERTICAL DOWEL DETAIL
CONCRETE
TOP OF EXISTING
BRIDGE AT WEST CARSON BLD
6
"
6"1'-0"
(TYP.)(TYP.)
(
T
Y
P
.
)
(TYP.)JOINT
CONSTRUCTION
JOINT (TYP.)
CONSTRUCTION
FOOTING
EXISTING CONCRETE
FOOTING (TYP.)
PROPOSED CONCRETE
B
B
FOOTING
EXISTING CONCRETE
7
"
6
"
FOOTING STRUT
EXISTING CONCRETE
SECTION B-B
EXISTING COLUMNS AND FOOTINGS)
FOR EMBEDMENT LENGTHS INTO
(SEE HORIZONTAL DOWEL DETAIL
EXISTING FOOTINGS)
FOR EMBEDMENT LENGTHS INTO
(SEE VERTICAL DOWEL DETAIL
EXISTING COLUMNS AND FOOTINGS)
FOR EMBEDMENT LENGTHS INTO
(SEE HORIZONTAL DOWEL DETAIL
NOTES:
ADHESIVELY ANCHORED DOWEL
2'-3"1'-5" EMBED.
CONCRETEFACE OF
HORIZONTAL DOWEL DETAIL
ADHESIVELY ANCHORED DOWEL
BENT 3 CRASHWALL
DETAILS
19 SPA. @ 1'-0" = 19'-0"
COLUMN STRUT DOWEL DETAIL
S-5
OVER NORFOLK SOUTHERN RR
9"
1'-5"
1
'
-
0
"
10"
1
'
-
3
"
EMBED.
DETAIL "A"
10
(TYP.)
#6D1
#6D1 (TYP.)
#6D2 (TYP.)
#6D3 (TYP.)
1-16
1-16 UNLESS ALL SIGNATURES COMPLETED
DOCUMENTS NOT CONSIDERED FINAL
6.
5.
4.
3.
2.
1.
COLUMN STRUT
EXISTING CONCRETE
DETAIL FOR SPACING)
(SEE COLUMN STRUT DOWEL
#6D2
6"
= 3'-0"
3 SPA. @ 1'-0"
6"
= 3'-0"
3 SPA. @ 1'-0"
COLUMN STRUT (TYP.)
EXISTING CONCRETE
#6D1
#6D1
FOOTING
EXISTING CONCRETE
FOOTING STRUT
EXISTING CONCRETE
6'-10"
2'-5"
4
•
"
1 '
-
2
"
GROUT DOWEL IN PLACE
CORE 1" • HOLES THROUGH STRUT,
#6D3 (TYP.)
BENT CAP
EXISTING CONCRETE
COLUMN
EXISTING CONCRETE
FOOTING
EXISTING CONCRETE
FOOTING STRUT
EXISTING CONCRETE
6
"
1'-0"
#6D1 (TYP.)
SEE DETAIL "A"
COLUMN STRUT
EXISTING CONCRETE
15

S
P
A
.

@
1 '
-
0
"
=

15
'
-
0
"
THE ITEM WAS SPECIFIED.
MANUFACTURER REGARDLESS OF WHETHER OR NOT
LETTER OF CERTIFICATION FROM THE
SUBMITTAL SHALL BE ACCOMPANIED WITH A
AMERICA" REQUIREMENTS. EACH SHOP DRAWING
EQUIPMENT ON THIS PROJECT SHALL MEET "BUY
ALL PRODUCTS, BUILDING MATERIALS, AND
BUY AMERICA NOTE
PROPOSED DOWELS IS PREFERED.
PROPOSED LOCATION. MOVING DOWEL IN LINE WITH OTHER
PROPOSED DOWELS, DOWELS MAY BE MOVED UP TO 3" FROM
WHEN EXISTING REINFORCEMENT IS IN CONFLICT WITH
DEPTH.
ADVANCING PILOT HOLE IN ‚" INCREMENTS UP TO A 4"
BEFORE CHECKING FOR REINFORCEMENT. CONTINUE
ADVANCE PILOT HOLES NO MORE THAN ‚" AT A TIME
PILOT HOLES TO CHECK FOR EXISTING REINFORCEMENT.
WITH THE PROPOSED DOWELS. THE CONTRACTOR WILL DRILL
WILL ENCOUNTER EXISTING REINFORCEMENT IN CONFLICT
IT IS STILL HIGHLY PROBABLE THAT THE CONTRACTOR
EXISTING REBAR IS LESS LIKELY TO BE PLACED. HOWEVER,
ADHESIVELY ANCHORED DOWELS HAVE BEEN LOCATED WHERE
SPECIAL PROVISIONS.
ADHESIVELY ANCHORED ANCHOR BOLTS OR DOWELS, SEE
PROVISIONS. NO FIELD TESTING IS REQUIRED. FOR
THE MANUFACTURER'S RECOMMENDATIONS AND THE SPECIAL
ADHESIVELY ANCHORED DOWELS SHALL BE INSTALLED PER
STANDING WATER.
BE APPLIED TO SURFACES THAT HAVE VISIBLE OR
APPROXIMATELY 100 PSI. BONDING COMPOUND SHALL NOT
BOTTOM DISCHARGE PRESSURE VESSEL OPERATING AT
APPLIED AS A SPRAY APPLICATION BY USE OF A BINKS
IS FURTHER RECOMMENDED THAT BONDING COMPOUND BE
ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. IT
PRODUCTS LIST. BONDING SYSTEM SHALL BE APPLIED IN
BODING SYSTEM SHALL BE LISTED ON THE NCDOT APPROVED
MATERIAL WITH AN EPOXY BONDING COMPOUND. EPOXY
NEW CONCRETE SHALL BE BONDED TO CLEAN SOUND
POTABLE WATER.
WITH A DETERGENT AND THE SURFACE WASHED WITH CLEAN
DUST. GREASE AND OIL SHALL BE SCRUBBED AND REMOVED
AIR CLEANED WITH OIL FREE AIR TO REMOVE ALL LOOSE
EXPOSED SURFACE SHALL BE WASHED WITH CLEAN WATER OR
REMOVED AND THAT A CLEAN SOUND SURFACE REMAINS. THE
FOREIGN MATERIAL AND LOOSE OR UNSOUND CONCRETE IS
EITHER WATERBLASTING OR WIRE BRUSHED SO THAT ALL
NEW CONCRETE WILL BE BONDED SHALL BE CLEANED BY
THE SURFACE OF THE EXISTING MATERIAL TO WHICH THE
GRADE 60 AND SHALL BE SPACED AS SHOWN ON THE PLANS.
DOWELS SHALL BE MADE OF DEFORMED BARS, ASTM A615,
SPECIFIED IN AREMA SPECIFICATIONS, CHAPTER 8, PART 14.
SURFACE PREPARATION AND ANCHORAGE SHALL BE AS
E.
L
KELLY,JR.
A
PU19765
DocuSign Envelope ID: 4FE09C9A-6107-40F0-8CF1-F95C96825838
3/3/2016
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
SHEET 3 OF 3
DRAWN BY :
CHECKED BY :
DATE :
DATE :
P-2918F
MECKLENBURG
121+35.40 -TRK5-
VMW
PEK
Charlotte, NC 28202
NC License Number F-0991
900 West Trade St., Suite 715
STV ENGINEERS, INC.
BRIDGE AT WEST CARSON BLD
BENT 3 CRASHWALL
DETAILS
S-6
OVER NORFOLK SOUTHERN RR
10
1-16
1-16
FOOTING STRUT
EXISTING CONCRETE
2" CL.
(TYP.)
#5V1
BACK FACE
#5V2
COLUMN
CONCRETE
EXISTING
3
"
18
-
#
5

"H
"
B
A
R
S
FACE
FRONT
3
"
1
0
'
-
0
"
M
I
N
.
(
F
I
E
L
D

V
E
R
I
F
Y
)

T
O

T
O
P

O
F

R
A
I
L
3"
(TYP.)
4 SPA.
@ 6" CTS.
2'-6"
#5S1
2
"
C
L
.
(
T
Y
P
.
)
#5L1
#5T1
#5T1
2
'
-
0
"
2
'
-
2
"
M
I
N
.

S
P
L
I
C
E
(T
Y
P
.
)
#
5
V
1
W I
T
H

#
5
L
1
4"
(TYP.)
3 SPA. @ 1'-0" MAX.
8-#5 "T" BARS (4 EA. FACE)
4'-0"
(TYP.)
3" CL.
(TYP.)
3
"
C
L
.
(
T
Y
P
.
)
SECTION D-D
D
D
EXISTING CONCRETE
COLUMN (TYP.)
3"3"
6-#5V1 (3 EA. FACE) & 3-#5U1
3"3"
6-#5V1 (3 EA. FACE) & 3-#5U1
#5V1 #5V1
#5V1 #5V1
6
"
2
'
-
0
"|
2" CL.
(TYP.)
2
"
C
L
.
(T
Y
P
.
)
2
"
C
L
.
(T
Y
P
.
)
FOOTING (TYP.)
EXISTING CONCRETE
(TYP.)
#5L1
15'-5"
#5T2
2" CL.
(TYP.)
3
"
C
L
.
(T
Y
P
.
)
15'-5"
6"6"
15'-0"
(DOWEL BARS NOT SHOWN FOR CLARITY)
ELEVATION
EXISTING CONCRETE
FOOTING (TYP.)
8'-0"|8'-0"|15'-0"8'-0"|8'-0"|15'-5"15'-5"
EXISTING CONCRETE
COLUMN (TYP.)
11"14 SPA. @ 1'-0"
15-#5L1 (SPLICE WITH #5V1)
6"6"14 SPA. @ 1'-0"
15-#5L1 (SPLICE WITH #5V1)
11"14 SPA. @ 1'-0"
15-#5L1 (SPLICE WITH #5V1)
2" CL.
(TYP.)
2" CL.
(TYP.)
2
'
-
6
"
2
"
C
L
.
(
T
Y
P
.
)
2'-
6
"
3'-0" MIN. SPLICE
#5H1 (2 BAR RUN) WITH
#5H2 #5H2
#5H2
#5H3
#5H5
#5H4
#5H6
#5H7
(FOOTING REINFORCING AND DOWEL BARS NOT SHOWN FOR CLARITY)
PLAN
#5T3 #5T2
(TYP. EA. END)
#5U2
BAR TYPE
5
'
-
0
"
1 '
-
0
"
2'-3"
2'-2"
REINFORCING SCHEDULE
BAR NO.SIZE TYPE LENGTH WEIGHT BAR NO.SIZE TYPE LENGTH WEIGHT
PLANS
PRELIMINARY
UNLESS ALL SIGNATURES COMPLETED
DOCUMENTS NOT CONSIDERED FINAL
2•"2•"
32-#5T1 (16 EA. FACE)30-#5T1 (15 EA. FACE)
2•"2•"
32-#5T1 (16 EA. FACE)
4-#5 "H" BARS
4
2
-
#
5
H
1
@
1 '
-
0
"
M A
X
.

S
P
A
.
3
'
-
0
"
M I
N
.

S
P
L
I
C
E

(2

B
A
R

R
U
N
)
W I
T
H

4"4"
1'-0"
(TYP.)1'-0"
(TYP.)
1'-0"
3-#5V1 (TYP. EXT. COLUMNS)
3
'
-
0
"
M I
N
.

S
P
L
I
C
E

(2

B
A
R

R
U
N
)
)

W I
T
H

3
"
3
"
3
"
2
1
-
#
5
U
1
@
1 '
-
0
"
M A
X
.

S
P
A
.
(T
Y
P
.

E
A
.

E
N
D
)
2 SPA. @ 1'-0" MAX.
20 SPA. @ 1'-0"2 SPA. @ 1'-0" MAX.
2 SPA. @ 1'-0" MAX.
15 SPA. @ 1'-0"14 SPA. @ 1'-0"15 SPA. @ 1'-0"
77'-10"
6"6"
(TYP.)
FOOTING STRUT
EXISTING CONCRETE
3
"
2
1
-
#
5
H 3

@
1 '
-
0
"
M A
X
.

S
P
A
.
3
"
2
1
-
#
5
H 7

@
1 '
-
0
"
M A
X
.

S
P
A
.
21-#5S1 (TYP. BETWEEN COLUMNS)
21-#5V1 (FRONT FACE), 21-#5V2 (BACK FACE), &
REINFORCING SCHEDULE
2'-0"
8
"
1
'
-
6
"
2'-2"
1
'
-
6
"
COLUMN STRUT (TYP.)
EXISTING CONCRETE
STRUT
COLUMN
CONCRETE
EXISTING
NOTES:
2.
1.
MAINTAIN 2" CLEARANCE.
FIELD BEND #5H1 AT FRONT CORNER OF CRASHWALL AS NECESSARY TO
TO PROVIDE 2" CLEARANCE TO THE EXISTING CONCRETE COLUMN STRUT.
FIELD CUT #5V2 AND #5 "H" BARS AT THE TOP OF CRASHWALL AS NECESSARY
17

S
P
A
.

@
1
'
-
0
"
4
2
-
#
5
H 1
@
1 '
-
0
"
M A
X
.

S
P
A
.
18
-
#
5
H
2

@
1
'
-
0
"
S
P
A
.
18
-
#
5
H
2

@
1
'
-
0
"
S
P
A
.
18
-
#
5
H
2

@
1
'
-
0
"
S
P
A
.
FIELD BEND
#5H1
THE ITEM WAS SPECIFIED.
MANUFACTURER REGARDLESS OF WHETHER OR NOT
LETTER OF CERTIFICATION FROM THE
SUBMITTAL SHALL BE ACCOMPANIED WITH A
AMERICA" REQUIREMENTS. EACH SHOP DRAWING
EQUIPMENT ON THIS PROJECT SHALL MEET "BUY
ALL PRODUCTS, BUILDING MATERIALS, AND
BUY AMERICA NOTE
E.
L
KELLY,JR.
APU19765
2
ALL BAR DIMENSIONS ARE OUT TO OUT
3
1

H1 #5 STR.40'-5"42 1,770
H2 #5 STR.20'-2"66
H3 #5 STR.1'-11"24
H4 #5 STR.1'-9"1
H5 #5 STR.1
48
2
1'-7"2
H6 #5 STR.1 1'-5"1
H7 #5 STR.21 1'-4"29

TOTAL REINFORCING STEEL =
L1 #5 2 7'-0"329
S1 #5 3 4'-4"285
45
D3 STR.6'-10"#690 924
D2 3'-3"#660 2931
#5

STR.T1

3'-6"188
#5 STR.T2 498
T3 #5 STR.14'-6"24216
686
14'-11"32
D1 STR.1,4102563'-8"#6
63
4

V1 #5 STR.1,832
V2 STR.#5 17'-2"
85
63
U1 #5 4 5'-2"25948
20'-8"
1,388
1,128
11,126 LBS.
REINFORCING STEEL LBS.
CU. YARDS
11,126
155.3CLASS A CONCRETE
BILL OF MATERIAL
BENT 3 AT STA. 121+35.40 -TRK5-
FOUNDATION EXCAVATION FOR LUMP SUM
LUMP SUMBENT 3 AT STA. 121+35.40 -TRK5-
TEMPORARY RAILROAD SHORING FOR
CONCRETE REPAIRS
EPOXY RESIN INJECTION
CF.
LF.
2.0
6.2
DocuSign Envelope ID: 4FE09C9A-6107-40F0-8CF1-F95C96825838
3/3/2016
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
(TYP.)COLUMNS
CONCRETE{ EXISTING
FOOTING (TYP.)
EXISTING CONCRETE
FOOTINGS
PROPOSED
{ EXISTING &
BENT CAP
EXISTING CONCRETE
FOOTING (TYP.)
PROPOSED CONCRETE
FOOTING (TYP.)
EXISTING CONCRETE
A
A
ELEVATION
BENT 4 CRASHWALL
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
SHEET 1 OF 3
DRAWN BY :
CHECKED BY :
DATE :
DATE :
P-2918F
MECKLENBURG
121+35.40 -TRK5-
VMW
PEK
Charlotte, NC 28202
NC License Number F-0991
900 West Trade St., Suite 715
STV ENGINEERS, INC.
EL. 719.3
4'-11"2'-7"2'-6"
BENT CAP
EXISTING CONCRETE
COLUMN
EXISTING CONCRETE
CRASHWALL
PROPOSED CONCRETE
FOOTING
PROPOSED CONCRETE
8'-0"13'-0‚"8'-0"12'-8"8'-0"13'-0‚"8'-0"
4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"
1
"
10
'
-
0
"
5
'
-
0
"
5
'
-
0
"2
'
-
6
"
PLAN
CRASHWALL
PROPOSED CONCRETE
PILES (TYP.)
EXISTING TIMBER
4'-0"4'-0"
10'-0"
SECTION A-A
CRASHWALLCONCRETE
PROPOSED FACE OF
CONCRETE CRASHWALL
PROPOSED BACK OF (TYP.)
FOOTING
CONCRETE
PROPOSED
(TYP.)
PILES
TIMBER
EXISTING
PLAN & ELEVATION
BRIDGE AT WEST CARSON BLD
FOOTING STRUT
EXISTING CONCRETE
(FOR DOWEL DETAILS SEE SHEET S-8)
S-7
OVER NORFOLK SOUTHERN RR
NOTES:
3.
2.
1.
10
1-16
1-16
(SPAN D SIDE)
RESIN INJECTION
1.0 LF. EPOXY
(SPAN E SIDE)
RESIN INJECTION
4.5 LF. EPOXY
(COLUMN 2 ONLY)
RESIN INJECTION
1.0 LF. EPOXY
(COLUMN 3 ONLY)
0.5 SF. CONCRETE REPAIR
(COLUMN 4 ONLY)
RESIN INJECTION
1.5 LF. EPOXY
(COLUMN 1 ONLY)
RESIN INJECTION
3.0 LF. EPOXY
RESIN INJECTION
1.5 LF. EPOXY
CONCRETE REPAIR
0.5 SF.
(TYP.)COLUMN
CONCRETE EXISTING
COLUMN STRUT (TYP.)
EXISTING CONCRETE
RESIN INJECTION
1.0 LF. EPOXY
RESIN INJECTION
3.0 LF. EPOXY
DETAIL SEE SHEET S-8
FOR FOOTING DOWEL
SHEET S-8
DOWEL DETAIL SEE
FOR FOOTING STRUT
(TYP.)
FOOTING STRUT
EXISTING CONCRETE
(LOOKING EAST)
UNLESS ALL SIGNATURES COMPLETED
DOCUMENTS NOT CONSIDERED FINAL
COLUMN STRUT
EXISTING CONCRETE
2
'
-
0
"
2'-6"
10" (TOP)
4" (BOT.)
DETAIL SEE SHEET S-8
FOR COLUMN DOWEL
NOT SHOWN FOR CLARITY)
(EXISTING CONCRETE COLUMN STRUT
THE ITEM WAS SPECIFIED.
MANUFACTURER REGARDLESS OF WHETHER OR NOT
LETTER OF CERTIFICATION FROM THE
SUBMITTAL SHALL BE ACCOMPANIED WITH A
AMERICA" REQUIREMENTS. EACH SHOP DRAWING
EQUIPMENT ON THIS PROJECT SHALL MEET "BUY
ALL PRODUCTS, BUILDING MATERIALS, AND
BUY AMERICA NOTE
REPAIRS BEFORE CONSTRUCTING CRASH WALLS. SEE SHEET S-10 FOR DETAILS.
PERFORMED ON THE EXISTING BENT 4 OF THE BRIDGE. COMPLETE CONCRETE
ON THE PLANS AND AS DIRECTED BY THE ENGINEER. REPAIRS WILL ONLY BE
PERFORM CONCRETE REPAIRS AND EPOXY RESIN INJECTION WHERE INDICATED
RAIL.
TOP OF CRASHWALL SHALL BE A MINIMUM OF 10'-0" ABOVE ADJACENT TOP OF
THE ACTUAL CONDITIONS AT THE PROJECT SITE.
BETWEEN THE EXISTING BRIDGE SUBSTRUCTURE SHOWN ON THE PLANS AND
FOR ANY DELAYS OR ADDITIONAL COST INCURRED BASED ON DIFFERENCES
HAVE NO CLAIM WHATSOEVER AGAINST THE DEPARTMENT OF TRANSPORTATION
SHOWN FOR THE CONVENIENCE OF THE CONTRACTOR, THE CONTRACTOR SHALL
FROM THE BEST INFORMATION AVAILABLE. SINCE THIS INFORMATION IS
THE SUBSTRUCTURE OF THE EXISTING BRIDGE INDICATED ON THE PLANS IS
FOR GROUT FOR STRUCTURED, SEE SPECIAL PROVISIONS.
FOR FALSEWORK AND FORMWORK, SEE SPECIAL PROVISIONS.
FOR SUBMITAL OF WORKING DRAWINGS, SEE SPECIAL PROVISIONS.
6.
5
4.
E.
L
KELLY,JR.
APU19765
DocuSign Envelope ID: 4FE09C9A-6107-40F0-8CF1-F95C96825838
3/3/2016
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
C
C
COLUMN DOWEL DETAIL FOOTING
EXISTING CONCRETE
6"
3 SPA. @ 1'-0" = 3'-0"
6"
3 SPA. @ 1'-0" = 3'-0"
9
"
6
"
FOOTING (TYP.)
EXISTING CONCRETE11 SPA. @ 1'-0" = 11'-0"
FOOTING STRUT
EXISTING CONCRETE
FOOTING STRUT DOWEL DETAIL
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
SHEET 2 OF 3
DRAWN BY :
CHECKED BY :
DATE :
DATE :
P-2918F
MECKLENBURG
121+35.40 -TRK5-
VMW
PEK
Charlotte, NC 28202
NC License Number F-0991
900 West Trade St., Suite 715
STV ENGINEERS, INC.
2
'
-
3
"
1
'
-
5
"
E
M B
E
D
.
VERTICAL DOWEL DETAIL
CONCRETE
TOP OF EXISTING
CONCRETEFACE OF
HORIZONTAL DOWEL DETAIL
1'-0"
COLUMN
EXISTING CONCRETE
1
0

S
P
A
.

@
1 '
-
0
"
=

10
'
-
0
"
FOOTING
EXISTING CONCRETE
PILES (TYP.)
EXISTING TIMBER
FOOTING STRUT
EXISTING CONCRETE
PILES (TYP.)
EXISTING TIMBER
FOOTING STRUT
EXISTING CONCRETE
BRIDGE AT WEST CARSON BLD
FOOTING DOWEL DETAIL
JOINT (TYP.)
CONSTRUCTION
FOOTING
EXISTING CONCRETE
FOOTING (TYP.)
PROPOSED CONCRETE
B
B
6"
(TYP.)
1'-0"
(TYP.)
6
"
(T
Y
P
.
)
(TYP.)JOINT
CONSTRUCTION
SECTION B-B
EXISTING COLUMNS AND FOOTINGS)
FOR EMBEDMENT LENGTHS INTO
(SEE HORIZONTAL DOWEL DETAIL
EXISTING COLUMNS AND FOOTINGS)
FOR EMBEDMENT LENGTHS INTO
(SEE HORIZONTAL DOWEL DETAIL
ADHESIVELY ANCHORED DOWEL ADHESIVELY ANCHORED DOWEL
2'-3"1'-5" EMBED.
FOOTING
EXISTING CONCRETE
FOOTING STRUT
EXISTING CONCRETE
SECTION C-C
6'-10"
2'-5"
4
•
"
EXISTING FOOTINGS)
FOR EMBEDMENT LENGTHS INTO
(SEE VERTICAL DOWEL DETAIL
BENT 4 CRASHWALL
DETAILS
S-8
OVER NORFOLK SOUTHERN RR
9
"
1'-4"
10
1-16
1-16
#6D1 (TYP.)
(TYP.)
#6D1
(TYP.)
#6D3
#6D1 (TYP.)
COLUMN STRUT
EXISTING CONCRETE
SEE DETAIL "A"
1'-5"
1
'
-
0
"
10"
1
'
-
3
"
EMBED.
DETAIL "A"
COLUMN STRUT
EXISTING CONCRETE
DETAIL FOR SPACING)
(SEE COLUMN STRUT DOWEL
#6D2
17 SPA. @ 1'-0" = 17'-0"
COLUMN STRUT DOWEL DETAIL
7"
#6D2 (TYP.)
COLUMN STRUT (TYP.)
EXISTING CONCRETE
NOTES:
6.
5.
4.
3.
2.
1.
UNLESS ALL SIGNATURES COMPLETED
DOCUMENTS NOT CONSIDERED FINAL
#6D1
#6D1
1 '
-
2
"
GROUT DOWEL IN PLACE
CORE 1" • HOLES THROUGH STRUT,
#6D3 (TYP.)
THE ITEM WAS SPECIFIED.
MANUFACTURER REGARDLESS OF WHETHER OR NOT
LETTER OF CERTIFICATION FROM THE
SUBMITTAL SHALL BE ACCOMPANIED WITH A
AMERICA" REQUIREMENTS. EACH SHOP DRAWING
EQUIPMENT ON THIS PROJECT SHALL MEET "BUY
ALL PRODUCTS, BUILDING MATERIALS, AND
BUY AMERICA NOTE
PROPOSED DOWELS IS PREFERED.
PROPOSED LOCATION. MOVING DOWEL IN LINE WITH OTHER
PROPOSED DOWELS, DOWELS MAY BE MOVED UP TO 3" FROM
WHEN EXISTING REINFORCEMENT IS IN CONFLICT WITH
DEPTH.
ADVANCING PILOT HOLE IN ‚" INCREMENTS UP TO A 4"
BEFORE CHECKING FOR REINFORCEMENT. CONTINUE
ADVANCE PILOT HOLES NO MORE THAN ‚" AT A TIME
PILOT HOLES TO CHECK FOR EXISTING REINFORCEMENT.
WITH THE PROPOSED DOWELS. THE CONTRACTOR WILL DRILL
WILL ENCOUNTER EXISTING REINFORCEMENT IN CONFLICT
IT IS STILL HIGHLY PROBABLE THAT THE CONTRACTOR
EXISTING REBAR IS LESS LIKELY TO BE PLACED. HOWEVER,
ADHESIVELY ANCHORED DOWELS HAVE BEEN LOCATED WHERE
SPECIAL PROVISIONS.
ADHESIVELY ANCHORED ANCHOR BOLTS OR DOWELS, SEE
PROVISIONS. NO FIELD TESTING IS REQUIRED. FOR
THE MANUFACTURER'S RECOMMENDATIONS AND THE SPECIAL
ADHESIVELY ANCHORED DOWELS SHALL BE INSTALLED PER
STANDING WATER.
BE APPLIED TO SURFACES THAT HAVE VISIBLE OR
APPROXIMATELY 100 PSI. BONDING COMPOUND SHALL NOT
BOTTOM DISCHARGE PRESSURE VESSEL OPERATING AT
APPLIED AS A SPRAY APPLICATION BY USE OF A BINKS
IS FURTHER RECOMMENDED THAT BONDING COMPOUND BE
ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. IT
PRODUCTS LIST. BONDING SYSTEM SHALL BE APPLIED IN
BODING SYSTEM SHALL BE LISTED ON THE NCDOT APPROVED
MATERIAL WITH AN EPOXY BONDING COMPOUND. EPOXY
NEW CONCRETE SHALL BE BONDED TO CLEAN SOUND
POTABLE WATER.
WITH A DETERGENT AND THE SURFACE WASHED WITH CLEAN
DUST. GREASE AND OIL SHALL BE SCRUBBED AND REMOVED
AIR CLEANED WITH OIL FREE AIR TO REMOVE ALL LOOSE
EXPOSED SURFACE SHALL BE WASHED WITH CLEAN WATER OR
REMOVED AND THAT A CLEAN SOUND SURFACE REMAINS. THE
FOREIGN MATERIAL AND LOOSE OR UNSOUND CONCRETE IS
EITHER WATERBLASTING OR WIRE BRUSHED SO THAT ALL
NEW CONCRETE WILL BE BONDED SHALL BE CLEANED BY
THE SURFACE OF THE EXISTING MATERIAL TO WHICH THE
GRADE 60 AND SHALL BE SPACED AS SHOWN ON THE PLANS.
DOWELS SHALL BE MADE OF DEFORMED BARS, ASTM A615,
SPECIFIED IN AREMA SPECIFICATIONS, CHAPTER 8, PART 14.
SURFACE PREPARATION AND ANCHORAGE SHALL BE AS
E.
L
KELLY,JR.
APU19765
DocuSign Envelope ID: 4FE09C9A-6107-40F0-8CF1-F95C96825838
3/3/2016
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
SHEET 3 OF 3
DRAWN BY :
CHECKED BY :
DATE :
DATE :
P-2918F
MECKLENBURG
121+35.40 -TRK5-
VMW
PEK
Charlotte, NC 28202
NC License Number F-0991
900 West Trade St., Suite 715
STV ENGINEERS, INC.
BRIDGE AT WEST CARSON BLD
BENT 4 CRASHWALL
DETAILS
S-9
OVER NORFOLK SOUTHERN RR
10
1-16
1-16
COLUMN (TYP.)
EXISTING CONCRETE
CRASHWALL
PROPOSED CONCRETE
PILES (TYP.)
EXISTING TIMBER
FOOTING STRUT
EXISTING CONCRETE
2" CL.
(TYP.)
FACE
BACK
3"
(TYP.)
4 SPA.
@ 6" CTS.
2'-6"
#5T1 #5T1
2
'
-
2
"
M I
N
.

S
P
L
I
C
E
(T
Y
P
.
)
#
5
V
1
W I
T
H

#
5
L
1
4"
(TYP.)
3 SPA. @ 1'-0" MAX.
8-#5 "T" BARS (4 EA. FACE)
4'-0"
(TYP.)
3" CL.
(TYP.)
SECTION D-D
#5L1
2
'
-
0
"
3
"
C
L
.
(T
Y
P
.
)
1
0
'
-
0
"
M
I
N
.
(
F
I
E
L
D

V
E
R
I
F
Y
)

T
O

T
O
P

O
F

R
A
I
L
FACE
FRONT
3"3"18 SPA. @ 1'-0" MAX.
3"3"
3 SPA. @ 1'-0" MAX.
2
"
C
L
.
(T
Y
P
.
)
3
"
2
'
-
0
"|
FOOTING (TYP.)
EXISTING CONCRETE
2" CL.
(TYP.)
(TYP.)
#5L1
6"6"
26-#5T1 (13 EA. FACE)
13'-0‚"
#5T2
2
"
C
L
.
(T
Y
P
.
)
3
"
C
L
.
(T
Y
P
.
)
2" CL.
(TYP.)
#5T2
4"4"
26-#5T1 (13 EA. FACE)
12 SPA. @ 1'-0"
12'-8"
#5T3
D
D
(DOWEL BARS NOT SHOWN FOR CLARITY)
ELEVATION
8'-0"|13'-0‚"8'-0"|12'-8"8'-0"|13'-0‚"8'-0"|
5‚"
13-#5L1 (SPLICE WITH #5V1)
12 SPA. @ 1'-0" MAX.5‚"
13-#5L1 (SPLICE WITH #5V1)
12 SPA. @ 1'-0" MAX.
13-#5L1 (SPLICE WITH #5V1)
12 SPA. @ 1'-0" MAX.
PILES (TYP.)
EXISTING TIMBER
FOOTING (TYP.)
EXISTING CONCRETE
EXISTING CONCRETE
COLUMN (TYP.)
2
'
-
6
"
2
"
C
L
.
(
T
Y
P
.
)
(TYP. EA. END)
#5U1
2" CL.
(TYP.)
2" CL.
(TYP.)
3'-0" MIN. SPLICE
#5H1 (2 BAR RUN) WITH
(T
Y
P
.
)
(FOOTING REINFORCING AND DOWEL BARS NOT SHOWN FOR CLARITY)
PLAN
3
"
3
'
-
0
"
M
I
N
.

S
P
L
I
C
E

(2

B
A
R

R
U
N
)

W I
T
H
#5V1
#5V2
COLUMN
CONCRETE
EXISTING
4-#5 "H" BARS
2
"
C
L
.
(T
Y
P
.
)
1
4
-
#
5

"H "
B
A
R
S
1
3

S
P
A
.

@
1 '
-
0
"STRUT
COLUMN
CONCRETE
EXISTING
#5S1
3
"
#5V1
1'-0"
(TYP.)1'-0"
(TYP.)
#5V1
COLUMN STRUT (TYP.)
EXISTING CONCRETE
& 19-#5S1 (TYP. BETWEEN COLUMNS)
19-#5V1 (FRONT FACE), 19-#5V2 (BACK FACE), 4-#5U1
8-#5V1 (4 EA. FACE) & 1'-0"
3-#5V1 (TYP. EXT. COLUMNS)
2 SPA. @ 1'-0" MAX.
3"
3 SPA. @ 1'-0" MAX.
4-#5U1
8-#5V1 (4 EA. FACE) &
3"
(T
Y
P
.

E
A
.

E
N
D
)
17
-
#
5
U
1

@
1
'
-
0
"
M
A
X
.

S
P
A
.
#5V1 #5V1
3
'
-
0
"
M
I
N
.

S
P
L
I
C
E

(2

B
A
R

R
U
N
))

W
I
T
H
3
4
-
#
5
H
1

@
1
'
-
0
"
M
A
X
.

S
P
A
.
3
"
1
4
-
#
5
H
2

@
1
'
-
0
"
S
P
A
.
3
"
1
4
-
#
5
H
2

@
1
'
-
0
"
S
P
A
.
3
"
1
4
-
#
5
H
2

@
1
'
-
0
"
S
P
A
.
3
"
1
7
-
#
5
H 3

@
1 '
-
0
"
S
P
A
.
3
"
1
7
-
#
5
H 3

@
1 '
-
0
"
S
P
A
.
12 SPA. @ 1'-0"6"6"
26-#5T1 (13 EA. FACE)
13'-0‚"
12 SPA. @ 1'-0"
70'-8•"
#5H2 #5H2 #5H2
#5H3
#5H3
UNLESS ALL SIGNATURES COMPLETED
DOCUMENTS NOT CONSIDERED FINAL
NOTES:
1.
TO THE EXISTING CONCRETE COLUMN STRUT.
CRASHWALL AS NECESSARY TO PROVIDE 2" CLEARANCE
FIELD CUT #5V2 AND #5 "H" BARS AT THE TOP OF
REINFORCING SCHEDULE
BAR NO.SIZE TYPE LENGTH WEIGHT
BAR TYPE
5
'
-
0
"
1 '
-
0
"
2'-3"
2'-2"
2'-0"
8
"
1
'
-
6
"
2'-2"
1
'
-
6
"
REINFORCING SCHEDULE
BAR NO.SIZE TYPE LENGTH WEIGHT
3
4
-
#
5
H 1
@
1 '
-
0
"
S
P
A
.
(TYP.)
FOOTING STRUT
EXISTING CONCRETE
7"4"4"7"
THE ITEM WAS SPECIFIED.
MANUFACTURER REGARDLESS OF WHETHER OR NOT
LETTER OF CERTIFICATION FROM THE
SUBMITTAL SHALL BE ACCOMPANIED WITH A
AMERICA" REQUIREMENTS. EACH SHOP DRAWING
EQUIPMENT ON THIS PROJECT SHALL MEET "BUY
ALL PRODUCTS, BUILDING MATERIALS, AND
BUY AMERICA NOTE
E.
L
KELLY,JR.
APU19765

H1 #5 STR.36'-8"34 1,300
H2 #5 STR.54
H3 #5 STR.2'-0"42
L1 #5 2 7'-0"285
S1 #5 3 4'-4"258
39
D3 STR.6'-10"#672 739
D2 3'-3"#654 2641
D1 STR.1,1902163'-8"#6
57
2
ALL BAR DIMENSIONS ARE OUT TO OUT
3
1
4
17'-10"1,004
88

TOTAL REINFORCING STEEL =
#5

STR.T1

3'-6"156
#5 STR.T2 417
T3 #5 STR.12'-2"20316
569
32

V1 #5 STR.1,428
V2 STR.#5 13'-2"
83
57 783
U1 #5 4 5'-2"26950
8,797 LBS.
12'-6"
16'-6"
REINFORCING STEEL LBS.
CU. YARDS
8,797
112.6CLASS A CONCRETE
BILL OF MATERIAL
BENT 4 AT STA. 121+35.40 -TRK5-
FOUNDATION EXCAVATION FOR LUMP SUM
CONCRETE REPAIRS
EPOXY RESIN INJECTION
CF.
LF.
0.5
11.0
DocuSign Envelope ID: 4FE09C9A-6107-40F0-8CF1-F95C96825838
3/3/2016
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
STRUCTURE REPAIR
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
DRAWN BY :
CHECKED BY :
DATE :
DATE :
P-2918F
MECKLENBURG
VMW
PEK
Charlotte, NC 28202
NC License Number F-0991
900 West Trade St., Suite 715
STV ENGINEERS, INC.
TYPICAL SUBSTRUCTURE REPAIR DETAILS
SECTION
BENT CAP
DELAMINATION
FACE SPALL OR
ELEVATION FACE REPAIR
(
MI
N.)
2"
CORNER REPAIR
DEPTH WILL NOT DAMAGE EXISTING REINFORCING STEEL.
REMOVE SURFACE CONCRETE TO VERIFY THAT SAWCUT
TO EXISTING REINFORCEMENT. CONTRACTOR SHALL
•". THI DEPTH SHALL BE REDUCED TO PREVENT DAMAGE
CONTRACTOR SHALL SAW CUT TO A MAXIUM DEPTH OF NOTE:
NOTES:
BRIDGE AT I-277 &
WEST CARSON BLD
121+35.40 -TRK5-
118+95.67 -TRK5- &
1-16
1-16
S-10
10
UNLESS ALL SIGNATURES COMPLETED
DOCUMENTS NOT CONSIDERED FINAL
PLANS
PRELIMINARY
SPECIAL PROVISIONS)
AND REPAIR (SEE
TO SOUND CONCRETE
REMOVE 1" BEHIND REBAR
STIRRUPS WITH 9" MIN. EMBED.
CENTERED BETWEEN EXISTING
PROPOSED #5 DOWEL (TYP.)
(SEE NOTE)
SURFACE
•" SAW CUT
BARS (TYP.)
EXISTING
(SEE NOTE)
(TYP.)
•" SAW CUT
(M
I
N
.
)
2
"
2"
(TYP.)
THE ITEM WAS SPECIFIED.
MANUFACTURER REGARDLESS OF WHETHER OR NOT
LETTER OF CERTIFICATION FROM THE
SUBMITTAL SHALL BE ACCOMPANIED WITH A
AMERICA" REQUIREMENTS. EACH SHOP DRAWING
EQUIPMENT ON THIS PROJECT SHALL MEET "BUY
ALL PRODUCTS, BUILDING MATERIALS, AND
BUY AMERICA NOTE
FOR EPOXY RESIN INJECTION, SEE SPECIAL PROVISIONS.
FOR CONCRETE REPAIRS, SEE SPECIAL PROVISIONS.
ACHIEVE CLEARANCE.
TO REINFORCING STEEL. REPAIRED AREAS MAY BE BUILT OUT TO
SUBSTRUCTURE REPAIRS SHALL PROVIDE A MINIMUM OF 2" CLEAR COVER
REINFORCING STEEL SHALL BE GRADE 60.
SYSTEM.
SPECIFIED BY THE MANUFACTURER OF THE EPOXY ADHESIVE BONDING
CONCRETE AND MAY BE ADJUSTED BASED ON THE MINIMUM EMBEDMENT
DOWEL LENGTH SHALL BE BASED ON A 9" EMBEDMENT INTO EXISTING
DIRECTED BY THE ENGINEER AND COMPLETED AT NO ADDITIONAL COSTS.
CONCRETE REMOVAL PROCESS. REPAIRS TO DAMAGED BARS SHALL BE
THE ENGINEER SHALL BE NOTIFIED OF ANY BARS DAMAGED DURING THE
DIMENSIONS PRIOR TO MAKING REPAIRS.
CONTRACTOR SHALL DETERMINE ACTUAL SPALL, CRACK, AND DELAMINATION
SPALL, CRACK, AND DELAMINATION DIMENSIONS SHOWN ARE APPROXIMATE.
THAT A CONCRETE REPAIR IS NECESSARY.
FOR CRACKS REQUIRING EPOXY RESIN INJECTION, SOUNDING MAY PROVE
CONCRETE REPAIRS.
CONCRETE SHALL BE SOUNDED TO DETERMINE THE EXTENT OF ALL
9.
8.
7.
6.
5.
4.
3.
2.
1.
E.
L
KELLY,JR.
A
PU19765
DocuSign Envelope ID: 4FE09C9A-6107-40F0-8CF1-F95C96825838
3/3/2016
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
DRAWN BY :
CHECKED BY :
DATE :
DATE :

Charlotte, NC 28202
NC License Number F-0991
900 West Trade St., Suite 715
STV ENGINEERS, INC.
6" R.
BAR DIMENSIONS ARE OUT TO OUT
P-2918F
MECKLENBURG
140+14.92 -TRK5-
VMW
PEK
1-16
1-16
CONCRETE BOX CULVERT
6 FT. X 6 FT.
DOUBLE BARREL
DESIGN FILL-----------------7.2 FT.
CONCRETE IN CULVERTS TO BE POURED IN THE FOLLOWING ORDER:
THE RESIDENT ENGINEER SHALL CHECK THE LENGTH OF CULVERT BEFORE
STAKING IT OUT TO MAKE CERTAIN THAT IT WILL PROPERLY TAKE CARE
OF THE FILL.
EMBEDDED IN BARREL ARE SHOWN ON WING SHEET.

STEEL IN THE BOTTOM SLAB MAY BE SPLICED AT THE PERMITTED CONSTRUCTION
SHALL BE PAID FOR BY THE CONTRACTOR.
IN THE INTERIOR FACE OF EXTERIOR WALL AND BOTH FACES OF INTERIOR WALLS
IN THE SPLICE LENGTH CHART SHOWN ON THE PLANS. EXTRA WEIGHT OF STEEL DUE
TO THE SPLICES SHALL BE PAID FOR BY THE CONTRACTOR.
OF ALL VERTICAL WALLS.
HEIGHT FOLLOWED BY ROOF SLAB AND HEADWALLS.
2. THE REMAINING PORTIONS OF THE WALLS AND WINGS FULL
DIMENSIONS FOR WING LAYOUT AS WELL AS ADDITIONAL REINFORCING STEEL
AT THE CONTRACTOR'S OPTION HE MAY SUBMIT, TO THE ENGINEER FOR APPROVAL,
DESIGN AND DETAIL DRAWINGS FOR A PRECAST REINFORCED CONCRETE BOX CULVERT
IN LIEU OF THE CAST-IN-PLACE CULVERT SHOWN ON THE PLANS. THE DESIGN SHALL
PROVIDE THE SAME SIZE AND NUMBER OF BARRELS AS USED ON THE CAST-IN-PLACE
DESIGN. FOR OPTIONAL PRECAST REINFORCED CONCRETE BOX CULVERT, SEE SPECIAL
PROVISIONS.
AT THE CONTRACTOR'S OPTION, HE MAY SPLICE THE VERTICAL REINFORCING STEEL
3" ~ WEEP HOLES INDICATED TO BE IN ACCORDANCE WITH THE SPECIFICATIONS.
JOINT AT THE CONTRACTOR'S OPTION. EXTRA WEIGHT OF STEEL DUE TO THE SPLICES
1. WING FOOTINGS AND FLOOR SLAB INCLUDING 4"
LOCATION SKETCH
1
4
0
+
0
0
{ -TRK5-
STA. 140+14.92
-TRK5-
70'-0"
45'-0"25'-0"
76°-34'-26"
{ CULVERT
PROFILE ALONG { CULVERT
BAR NO.SIZE TYPE LENGTH WEIGHT
67 #6 STR 14'-2"A100 1,426
2 #6 STR 9'-11"A101
2 #6 STR 5'-9"A102
30
17
#6 STR 14'-2"A200
2 #6 STR 9'-11"A201
2 #6 STR 5'-9"A202
30
17
#6 STRA300134 14'-2"2,851
#6 STRA301 12'-0"2 36
#6 STRA3022 9'-11"30
#6 STRA3032 7'-10"24
#6 STRA3042 5'-9"17
#6 STRA3052 3'-8"11
A103 2 #6 STR 1'-7"5
A203 2 #6 STR 1'-7"5
A306 2 #6 STR 1'-7"5
#8 STRA400 14'-2"
STRA401 12'-0"2 64
STRA4022 9'-11"53
STRA4032 7'-10"42
STRA4042 5'-9"31
STRA4052 3'-8"20
A406 2 STR 1'-7"9
#8
#8
#8
#8
#8
#8 9 •"VERTICAL LEG
REINFORCING STEEL
ABOVE LOWER WALL CONSTRUCTION JOINT. THE SPLICE LENGTH SHALL BE AS PROVIDED
1
2'-2"
5'-10"#5A1560 1 3,407
STR 7'-7"#5B1336 2,658
STR 5'-4"#5B2168 935
STR 24'-6"#4C1186 3,044
STR 14'-6"#5G18 121
STR 14'-6"#8S212 465
REINFORCING STEEL
CLASS A CONCRETE
LBS
CY
BAR TYPE
21,848
FOR CULVERT
BILL OF MATERIAL
NOTES:
BAR
SPLICE LENGTH CHART
SPLICE LENGTHSIZE
#6 2'-9"
#5B1 2'-2"
#4C1 1'-9"
CLASS A CONCRETE
BARREL @
WING ETC.
BARREL
TOTAL
CY/FT C.Y.
C.Y.
LBS.
LBS.
WINGS ETC.LBS.
C.Y. TOTAL
TOTAL STRUCTURE QUANTITIES
17.2
132.0
21,848
934
22,782
DESIGN DISCHARGE
FREQUENCY OF DESIGN FLOOD
DESIGN HIGH WATER ELEVATION
DRAINAGE AREA
BASIC DISCHARGE (Q100)
HYDRAULIC DATA
= 100 YEARS
= 2:1
GRADE DATA
GRADE PT. ELEV. @ 140+14.92 -TRK5-= 698.52
= 484.0 C.F.S.
= 691.05
= 80.60 AC.
= 691.05
BED ELEV. @ STA. 140+14.92 -TRK5-= 684.90
FILL SLOPES
UNLESS ALL SIGNATURES COMPLETED
DOCUMENTS NOT CONSIDERED FINAL
2
'
-
1
0
•
"
FOR OTHER DESIGN DATA AND NOTES SEE STANDARD NOTES SHEET.
ASSUMED LIVE LOAD ----------COOPER E80.
SAMPLE, PLUS A MINIMUM LAP SPLICE OF THIRTY BAR DIAMETERS.
MUST THEN BE SPLICED WITH REPLACEMENT BARS OF THE SIZE AND LENGTH OF THE
SAMPLES OF EACH SIZE BAR USED. THE BARS FROM WHICH THE SAMPLES ARE TAKEN
PROJECTS REQUIRING OVER 400 TONS OF REINFORCING STEEL, TWO 30 INCH
REINFORCING STEEL, ONE 30 INCH SAMPLE OF EACH SIZE BAR USED, AND FOR
REINFORCING STEEL AS FOLLOWS: FOR PROJECTS REQUIRING UP TO 400 TONS OF
THE CONTRACTOR SHALL PROVIDE INDEPENDENT ASSURANCE SAMPLES OF
CULVERT EXCAVATION LUMP SUM
MATERIAL
FOUNDATION CONDITIONING TON72.0
A200
A400 #8 4'-11"
BASIC HIGH WATER ELEVATION
OVERTOPPING FLOOD ELEVATION
= >100 YEARS
= 698.37
OVERTOPPING DISCHARGE
FREQUENCY OF OVERTOPPING FLOOD
OVERTOPPING FLOOD DATA
POND
DETENTION
POND
DETENTION
FLOW
FLOW
6'x6' CULVERT
PROP. DBL.
PROVISIONS.
UTILITY PLANS AND SPECIAL
FOR UTILITY INFORMATION, SEE
C HA
R
L
O TT
E
BM: NCGS (RV106) RIVET ELEV. = 684.54. SEE TOPO SHEET FOR LOCATION.
{ -TRK5-
SHEET 1 OF 4
THE ITEM WAS SPECIFIED.
MANUFACTURER REGARDLESS OF WHETHER OR NOT
LETTER OF CERTIFICATION FROM THE
SUBMITTAL SHALL BE ACCOMPANIED WITH A
AMERICA" REQUIREMENTS. EACH SHOP DRAWING
EQUIPMENT ON THIS PROJECT SHALL MEET "BUY
ALL PRODUCTS, BUILDING MATERIALS, AND
BUY AMERICA NOTE
= 484.0 C.F.S.
= 1178.6 C.F.S.
FOR CRANE SAFETY, SEE SPECIAL PROVISIONS.
FOR GROUT FOR STRUCTURES, SEE SPECIAL PROVISIONS.
FOR FALSEWORK AND FORMWORK, SEE SPECIAL PROVISIONS.
FOR SUBMITAL OF WORKING DRAWINGS, SEE SPECIAL PROVISIONS.
STA. 140+14.92
FLOW
FLOW
PROP. MAINT. RD.
67 1,426
5,069134
114.8
114.81.64
6'-6"35'-0"25'-0"7'-0"
70'-0"
EL. 702.9|EL. 706.4|
EL. 706.6|
EL. 702.6|
EL. 702.5|
10'-0"
EL. 703.3|
S-11
14
E.
L
KELLY,JR.
A
PU19765
DocuSign Envelope ID: 4FE09C9A-6107-40F0-8CF1-F95C96825838
3/3/2016
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
2
'
-
6
"
2
'
-
6
"
1'-3"
CONST. JT.
9
"
CONST. JT.
3"
3"
3
"
CULVERT SECTION NORMAL TO ROADWAY
3
"
6
"
6
"
A
10
1
A
10
0
W1
W2
BOTTOM OF ROOF SLAB BOTTOM OF ROOF SLAB
TOP OF FLOOR SLAB
{ CULVERT
8
"
TOP OF FLOOR SLAB
6
"
PART PLAN - FLOOR SLABPART PLAN - ROOF SLAB
END ELEVATION NORMAL TO SKEW
UPSTREAM END ONLY
W2
W1
6"
6
"
4-#5 G1 BARS
6
"
BOTTOM OF FLOOR SLAB
2
" CL.
6
"
E
A
C
H

F
A
C
E

S
T
A
G
G
E
R
E
D
2
"
6
"
SKEW TRIANGLE
STREAM FACE
FILL FACE
A
2
0
0

O
R

A
4
0
0
A
2
0
1

O
R

A
4
0
1
EACH FACE STAGGERED
IN INTERIOR WALL
INTERIOR WALLEXTERIOR WALL
STREAM FACE
O
R

A
3
0
1
O
R

A
3
0
0
TOP OF ROOF SLAB TOP OF ROOF SLAB
1
0
'
'
1
0
'
'
{ -TRK5-
STA. 140+14.92
-TRK5-
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
SHEET 2 OF 4
DRAWN BY :
CHECKED BY :
DATE :
DATE :
P-2918F
MECKLENBURG
140+14.92 -TRK5-

VMW
PEK
1-16
1-16
Charlotte, NC 28202
NC License Number F-0991
900 West Trade St., Suite 715
STV ENGINEERS, INC.
#5 B1 BARS @ 10" CTS.
10"
10"
3-#8 S2 BARS @ 5" CTS.
#8 A401 BARS ETC. @ 6" CTS.6"#8 A400 BARS @ 6" CTS. -BOTTOM OF FLOOR SLAB
#5 A1 BARS @ 6" CTS.- CORNER BARS
EACH EXTERIOR WALL (SEE BARREL SECTION)
@ 5" CTS.
3 #8 S2 BARS
ROOF SLAB
BOTTOM OF
13
'-
2
Š
" I
N S
I
D E

F
A C E S
(S
E
E

B
A
R
R
E
L

S
E
C
T
I
O
N
)
#
4

C
1
B
A
R
S
IN HEADWALL
@ 3" CTS.
#6 A300 BARS @ 6" CTS.#6 A301 BARS ETC. @ 6" CTS.6"
#5 B1 BARS @ 10" CTS.
#5 B2 BARS @ 10" CTS.
#5 A1 BARS @ 6" CTS. CORNER BARS
EA. EXTERIOR WALL (SEE BARREL SECTION)
(S
E
E

B
A
R
R
E
L

S
E
C
T
I
O
N
)
#
4

C
1

B
A
R
S
76°-34'-26"
103°-25'-34"
@ 5" CTS.
3-#8 S2 BARS
ROOF SLAB
BOTTOM OF
FILL SLOPE 2 :1 (TYP.)
(TYP.)
FOR 2:1 FILL
WING SLOPE
@ 3" CTS
4-#5 G1 BARS
3-#8 S2 BARS
1 '
-
0
"
CONCRETE BOX CULVERT
6 FT. X 6 FT.
DOUBLE BARREL
A
S

S
HO
W N

I
N

T
Y
P
I
C
A
L
#
4

C
1
B
A
R
S

@
2
'
-
0
"
C
T
S
.
#5 B1 BARS
FILL FACE
1 '
-
0
"
@ 10'-0"| CTS.
3" ~ WEEP HOLES
2
"
6"6"
6
"
6
"
6"6"
2
"
2
"
6
'
-
0
"
6'-0"6'-0"
RIGHT ANGLE SECTION OF BARREL
A400 BARS
A200 BARS
C
L
.
3
"
C
L
.
C
O
N
S
T
.

J
T
.
* 5" HIGH C.H.C.U.
B2 BARS
A300 BARS
A100 BARS
B1 BARS
(B.B.) @ 4'-0" CTS.
B1 BARS
C
1
B
A
R
S

@
2
'
-
0
"
C
T
S
.2" CL.
2" CL.
C
L
.
C
L
.
2" CL.
2" CL.
4" TYP.
2" HIGH BEAM BOLSTERS
* ALL CONTINUOUS
HIGH CHAIR UPPER
( C.H.C.U. ) @ 3'-0"
CTS.
PERMITTED
CONST. JT.
CONST. JT.
PERMITTED
4
"
10"10"10"
14'-6
1
'
-
0
"3-#8 S2 BARS
43'-5•"
#5 B1 BARS
STAGGERED
EACH FACE
GRADE -0.33%
ELEV. 684.89
{ -TRK5-
6'-2"6'-2"
13'-2Š"

1 '
-
0
"
1 '
-
6
"
1 '
-
6
"

1
'
-
0
"
1
'
-
0
"
1 '
-
0
"
8
'
-
0
"
C1 BARS @ 3'-0" CTS. (TOP.)
(BOT.)
C1 BARS @ 1'-0" CTS.
* 6‚" HIGH C.H.C.U.
1 '
-
0
"
C
T
S
.

(
S
.
F
.
)
C
1
B
A
R
S

@
2
'
-
6
"
C
T
S
.

(
I
.
F
.
)
C
1
B
A
R
S

@
HOLES
WEEP
3" ~
#
4

C
1
B
A
R
S

@
1 '
-
0
"
C
T
S
.

C1 BARS @ 1'-0" CTS.
(TOP.)
C1 BARS @ 3'-0" CTS. (BOT.)
6
"
10
"
90°-00'-00"
76°-34'-26"
9'
-8ƒ
"
2
'-
3
‡
"
10'-0"
13°-25'-34"
12'-4†"5‚"
14'-10‡"
@ 3" CTS
4-#5 G1 BARS
45'-0"
LENGTH OF CULVERT = 70'-0"
3
'
-
9
"
3
'
-
9
"
3
'
-
5
"
3
'
-
5
"
7
'
-
2
"
7
'
-
2
"
25'-0"
#6 A201 BARS ETC. @ 1'-0" CTS.#6 A200 BARS @ 1'-0" CTS. -TOP OF FLOOR SLAB
1'-0"
#6 A100 BARS @ 1'-0" CTS.#6 A101 BARS ETC. @ 1'-0" CTS.
1'-0"
#5 B2 BARS
(TYP.)
A1 BARS
TOP OF FLOOR SLAB
3-#8 S2 BARS @ 5" CTS.
6
'
-
0
"
UNLESS ALL SIGNATURES COMPLETED
DOCUMENTS NOT CONSIDERED FINAL
2
'
-
0
"
E
A
C
H

F
A
C
E
-
S
T
A
G
G
E
R
E
D
(3

B
A
R

R
U
N
)

B
A
R
R
E
L

S
E
C
T
I
O
N
(3

B
A
R

R
U
N
)
E X T
E
R I
O R
W A
L L S
O
F

R
O
O
F

S
L
A
B
E
A
C
H

B
A
R
R
E
L
#
4

C
1
B
A
R
S
(3

B
A
R

R
U
N
)
T
O
P

O
F

R
O
O
F

S
L
A
B
(3

B
A
R

R
U
N
)
@
1 '
-
0
"
C
T
S
.
-
B
O
T
T
.
(3

B
A
R

R
U
N
)
1'-0"
THERE ARE 62 "C" BARS IN SECTION OF BARREL.
6" BEVEL (TOP & BOT. SLAB)
UPSTREAM END ONLY
5" BEVEL CTR. WALL
4‹"
THE ITEM WAS SPECIFIED.
MANUFACTURER REGARDLESS OF WHETHER OR NOT
LETTER OF CERTIFICATION FROM THE
SUBMITTAL SHALL BE ACCOMPANIED WITH A
AMERICA" REQUIREMENTS. EACH SHOP DRAWING
EQUIPMENT ON THIS PROJECT SHALL MEET "BUY
ALL PRODUCTS, BUILDING MATERIALS, AND
BUY AMERICA NOTE
S-12
14
BEVEL WALL @ 45°
E.
L
KELLY,JR
.
APU19765
DocuSign Envelope ID: 4FE09C9A-6107-40F0-8CF1-F95C96825838
3/3/2016
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
Charlotte, NC 28202
NC License Number F-0991
900 West Trade St., Suite 715
STV ENGINEERS, INC.
DRAWN BY :
CHECKED BY :
DATE :
DATE :
P-2918F
MECKLENBURG
140+14.92 -TRK5-
VMW
PEK
1-16
1-16
8
"
1
0
"
1
'
-
3
"
2
'
-
9
"
3 '-6 "
1
'
-
3
"
1
0
"
8
"
2
'
-
9
"
2'-2"
8"
1'-6"
8'-6"
5 '-2 ˆ"
11'-3"
6 '-10 ‰
"
1'-6"
ELEVATION W2 ELEVATION W1
V4
V3JT.
CONST.
V2
V1
N4 N3 N2 N1
H2
H1
2-#4 H4
H3
(TYP.)
3-#6 S1*
Z4
Z3
Z2
Z1
N4
N1
#5 T1
3-#4 N2 2-#4 N1
2-#4 N4 2-#4 N3
3"
3-#4 V2 2-#4 V1
2-#4 V4 2-#4 V3
3"
3-#4 Z2 2-#4 Z1
2-#4 Z4 2-#4 Z3
3"
JT.
CONST.
V8V7V6V5
N8N7N6N5
H6
H5
H7
(TYP.)
2-#4 H8
3-#6 S1*
Z5
Z6
Z7
Z8
N5
N8
3-#4 N5 3-#4 N6 3-#4 N7 3-#4 N8 3"
3-#4 V5 3-#4 V6 3-#4 V7 3-#4 V8 3"
3-#4 Z5 3-#4 Z6 3-#4 Z7 3-#4 Z8 3"
PLAN W2 PLAN W1

6
-
#
4

H
1
2
-
#
4

H 2
10
-
#
4

H
3

6
-
#
4

H 5

2
-
#
4

H
6
1
0
-
#
4

H
7
#5 T2
BAR TYPES
ALL BAR DIMENSIONS ARE OUT TO OUT.
HK.
6" RAD.
2 '-0 "
1'-2†"
1
'
-
7
"
1'-3"
1
3
4
2'-0"
1'-7"
1
'
-
2
†
"
1'-3"
2 9 •"
Z8 2'-5"6"
Z7 3'-0"6"
Z6 3'-7"6"
Z5 4'-1"6"
Z4 2'-5"6"
Z3 2'-11"6"
Z2 3'-6"6"
Z1 4'-3"6"
6
'
-
8
•
"
N
1
5
'
-
6
•
"
N
2
4
'
-
8
•
"
N
3
N
4
6
'
-
7
•
"
N
5
5
'
-
8
•
"
N
6
4
'
-
9
•
"
N
7
3
'
-
9
•
"
N
8
3
'
-
1
0
•
"
BILL OF MATERIAL
BAR
H1
NO.
12
SIZE
#4
TYPE
STR
LENGTH
6'-7"
WEIGHT
53
H2 4 #4 STR 3'-1"8
H3 20 #4 1 3'-3"43
H4 4 #4 STR 7'-1"19
H5 12 #4 STR 9'-4"75
H6 4 #4 STR 4'-10"13
H7 20 #4 2 3'-3"43
H8 4 #4 STR 9'-9"26

N1 4 #4 3 8'-2"22
N2 6 #4 3 7'-1"28
N3 4 #4 3 6'-2"16
N4 4 #4 3 5'-4"14
N5 6 #4 3 8'-1"32
N6 6 #4 3 7'-2"29
N7 6 #4 3 6'-3"25
N8 6 #4 3 5'-3"21

S1 12 #6 STR 6'-0"108

T1 6 #5 STR 8'-6"53
T2 6 #5 STR 11'-3"70

V1 4 #4 STR 6'-1"16
V2 6 #4 STR 4'-11"20
V3 4 #4 STR 4'-1"11
V4 4 #4 STR 3'-4"9
V5 6 #4 STR 6'-0"24
V6 6 #4 STR 5'-1"20
V7 6 #4 STR 4'-2"17
V8 6 #4 STR 3'-3"13

Z1 4 #4 4 4'-9"13
Z2 6 #4 4 4'-0"16
Z3 4 #4 4 3'-5"9
Z4 4 #4 4 2'-11"8
Z5 6 #4 4 4'-7"18
Z6 6 #4 4 4'-1"16
Z7 6 #4 4 3'-6"14
Z8 6 #4 4 2'-11"12
934 LBS
FOR 4 WINGS
REINFORCING STEEL
TOTAL
2 END CURTAIN WALLS
2 HEADWALLS
4 WINGS
CLASS A CONCRETE
CY
CY
CY
CY TOTAL
2 END CURTAIN WALLS
2 HEADWALLS
4 WINGS
CLASS A CONCRETE
14.2 CY
CY
CY
CY TOTAL
2 END CURTAIN WALLS
2 HEADWALLS
4 WINGS
CLASS A CONCRETE
CY
CY
CY
CY
8"
4
"
1
'
-
0
"
8"
2
'
-
6
"
JT.
CONST.
10"
3
"
C
L
.
2" CL.
3
"
C
L
.
2" CL.
SECTION
TYPICAL WING
1 '
-
6
"
1 '
-
0
"
3
'
-
9
"

1 '
-
6
"
1 '
-
0
"
3
'
-
9
"

3
'
-
5
"
3
'
-
5
"
TOP OF FOOTING
"Z" BARS @ 1'-0" CTS.
TOP OF FOOTING
"Z" BARS @ 1'-0" CTS.
#
4

"H "
B
A
R
S

@
1 '
-
6
"
C
T
S
.
"V" BARS @ 1'-0" CTS "V" BARS @ 1'-0" CTS
"N" BARS @ 1'-0" CTS
"V" BARS
"N" BARS
"Z" BARS
"N" BARS @ 1'-0" CTS
2'-10"
MATERIAL
À 1" EXP. JT.6'-8•"
SLAB & FOOTING
* S1 @ BOTTOM OF FLOOR
5‚"
2'-10"
8"4‹"
8'-11„"
MATERIAL
À 1" EXP. JT.
MATERIAL
À 1" EXP. JT.
MATERIAL
À 1" EXP. JT.
(TYP.)
"T" BARS
FILL FACE
FACE
STREAM
SHEET 3 OF 4
1.4
1.6
17.2
UNLESS ALL SIGNATURES COMPLETED
DOCUMENTS NOT CONSIDERED FINAL
STD. NO. CW7506
CONCRETE BOX CULVERT
FOR
STANDARD WINGS
H = 6'-0"SLOPE = 2:1
75° OR 105° SKEW
THE ITEM WAS SPECIFIED.
MANUFACTURER REGARDLESS OF WHETHER OR NOT
LETTER OF CERTIFICATION FROM THE
SUBMITTAL SHALL BE ACCOMPANIED WITH A
AMERICA" REQUIREMENTS. EACH SHOP DRAWING
EQUIPMENT ON THIS PROJECT SHALL MEET "BUY
ALL PRODUCTS, BUILDING MATERIALS, AND
BUY AMERICA NOTE
S-13
14
E.
L
KELLY,JR.
A
PU19765
DocuSign Envelope ID: 4FE09C9A-6107-40F0-8CF1-F95C96825838
3/3/2016
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
NO.NO.BY:BY:DATE:DATE:
REVISIONS SHEET NO.
TOTAL
SHEETS
STATE OF NORTH CAROLINA
RALEIGH
STATION:
COUNTY
PROJECT NO.
DEPARTMENT OF TRANSPORTATION
1
2
3
4
DRAWN BY :
CHECKED BY :
DATE :
DATE :
P-2918F
MECKLENBURG
140+14.92 -TRK5-

VMW
PEK
1-16
1-16
Charlotte, NC 28202
NC License Number F-0991
900 West Trade St., Suite 715
STV ENGINEERS, INC.
SHEET 4 OF 4
STANDARD NOTES
STANDARD NOTES
BRIDGES SHALL BE BUILT ON THE GRADE OR VERTICAL CURVE SHOWN ON PLANS.
SLABS, CURBS AND PARAPETS SHALL CONFORM TO THE GRADE OR CURVE.
ALL DIMENSIONS WHICH ARE GIVEN IN SECTION AND ARE AFFECTED BY DEAD LOAD
ON PLANS. IN SETTING FORMS FOR STEEL BEAM BRIDGES AND PRESTRESSED CONCRETE
GIRDER BRIDGES, ADJUSTMENTS SHALL BE MADE DUE TO THE DEAD LOAD DEFLECTIONS
FOR THE ELEVATIONS SHOWN. WHERE BLOCKS ARE SHOWN OVER BEAMS FOR BUILDING
UP TO THE SLAB, THE VERTICAL DIMENSIONS OF THE BLOCKS SHALL BE ADJUSTED
ORDINATE, AND ACTUAL BEAM CAMBER. WHERE BOTTOM OF SLAB IS IN LINE WITH
BOTTOM OF TOP FLANGES, DEPTH OF SLAB BETWEEN BEARINGS SHALL BE ADJUSTED
TO COMPENSATE FOR DEAD LOAD DEFLECTION, VERTICAL CURVE ORDINATE, AND
ACTUAL BEAM CAMBER.
IN SETTING FALSEWORK AND FORMS FOR REINFORCED CONCRETE SPANS, AN
AND PERMANENT CAMBER WHICH SHALL BE PROVIDED FOR IN ADDITION TO THE
ELEVATIONS SHOWN. AFTER REMOVAL OF THE FALSEWORK, THE FINISHED STRUCTURES
SHALL CONFORM TO THE PROFILE AND ELEVATIONS SHOWN ON THE PLANS AND
CONSTRUCTION ELEVATIONS FURNISHED BY THE ENGINEER.
INDICATED ON THE PLANS. WHEN BAR SUPPORT PIECES ARE PLACED IN CONTINUOUS
LINES, THEY SHALL BE SO PLACED THAT THE ENDS OF THE SUPPORTING WIRES SHALL
BE LAPPED TO LOCK LEGS ON ADJOINING PIECES.
STRUCTURAL STEEL:
SUBSTITUTE FOR THE COVER PLATES DESIGNATED ON THE PLANS COVER PLATES OF THE
EQUIVALENT AREA PROVIDED THESE PLATES ARE AT LEAST 5/16" IN THICKNESS AND
DO NOT EXCEED A WIDTH EQUAL TO THE FLANGE WIDTH LESS 2" OR A THICKNESS
EQUAL TO 2 TIMES THE FLANGE THICKNESS. THE SIZE OF FILLET WELDS SHALL CONFORM
ELECTROSLAG WELDING WILL NOT BE PERMITTED.
ROUNDED BY SUITABLE MEANS TO A RADIUS OF APPROXIMATELY 1/16 INCH OR
ETC. IN CASTING SUPERSTRUCTURES:
ALLOWANCE FOR DEAD LOAD DEFLECTION, SETTLEMENT,
DEFLECTIONS ARE DIMENSIONS AT CENTER LINE OF BEARING UNLESS OTHERWISE NOTED
REINFORCING STEEL:
WIRE BAR SUPPORTS SHALL BE PROVIDED FOR REINFORCING STEEL WHERE
EXCEPT AT THE INTERIOR SUPPORTS OF CONTINUOUS BEAMS WHERE THE COVER
WITH THE SOLE EXCEPTION OF EDGES AT SURFACES WHICH BEAR ON OTHER
AT THE CONTRACTOR'S OPTION, HE MAY SUBSTITUTE 7/8" ~ SHEAR STUDS FOR THE
STUDS FOR 4 - 3/4" ~ STUDS. STUDS OF THE LENGTH SPECIFIED ON THE PLANS MUST
ALONG THE BEAM AS SHOWN FOR 3/4" ~ STUDS BASED ON THE RATIO OF 3 - 7/8" ~
BE PROVIDED. THE MAXIMUM SPACING SHALL BE 2'-O".
THE RATE OF 3 - 7/8" ~ STUDS FOR 4 - 3/4" ~ STUDS, AND STUD SPACING CHANGES
SHALL BE MADE AS NECESSARY TO PROVIDE THE SAME EQUIVALENT NUMBER OF 7/8" ~ STUDS
PLATE IS IN CONTACT WITH BEARING PLATE, THE CONTRACTOR MAY, AT HIS OPTION,
OR METALLIZING.
EQUIVALENT FLAT SURFACE AT A SUITABLE ANGLE PRIOR TO PAINTING, GALVANIZING,
STRESS IN EXTREME FIBER OF
IMPACT ALLOWANCE
LIVE LOAD - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - -
27,000 LBS. PER SQ. IN.
20,000 LBS. PER SQ. IN.
DESIGN DATA:
SPECIFICATIONS - - - - - - - - - - - - - - -
DOWELS WHEN INDICATED ON PLANS AS FOR CULVERT EXTENSIONS, SHALL
DOWELS:
MATERIAL AND WORKMANSHIP:
UNLESS OTHERWISE REQUIRED ON PLANS, CLASS A CONCRETE SHALL BE
CONCRETE:
1,800 LBS. PER SQ. IN.
EQUIVALENT FLUID PRESSURE OF EARTH - - - - -
(MINIMUM)
30 LBS. PER CU. FT.
375 LBS. PER SQ. IN.- - - -OF TIMBER
COMPRESSION PERPENDICULAR TO GRAIN
PROVISIONS, ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH
TOP CORNERS OF CURBS MAY BE ROUNDED TO 1-1/2" RADIUS WHICH IS BUILT
INTO CURB FORMS; CORNERS OF TRANSVERSE FLOOR EXPANSION JOINTS
SHALL BE ROUNDED WITH A 1/4" FINISHING TOOL UNLESS OTHERWISE REQUIRED
ON PLANS; AND CORNERS OF EXPANSION JOINTS IN THE ROADWAY FACES
CONCRETE IN COMPRESSION
CONCRETE IN SHEAR - - - - - - - - - - - - -
- - - - - - - - - - 1,200 LBS. PER SQ. IN.
SEE A.A.S.H.T.O.
EXCEPT AS MAY OTHERWISE BE SPECIFIED ON PLANS OR IN THE SPECIAL
N. C. DEPARTMENT OF TRANSPORTATION.
USED FOR ALL PORTIONS OF ALL STRUCTURES WITH THE EXCEPTION THAT:
CLASS AA CONCRETE SHALL BE USED IN BRIDGE SUPERSTRUCTURES,
CONCRETE CHAMFERS:
UNLESS OTHERWISE NOTED ON THE PLANS, ALL EXPOSED CORNERS ON
STRUCTURES SHALL BE CHAMFERED 3/4" WITH THE FOLLOWING EXCEPTIONS:
AND TOPS OF CURBS AND SIDEWALKS SHALL BE ROUNDED TO A 1/4" RADIUS
WITH A FINISHING STONE OR TOOL UNLESS OTHERWISE REQUIRED ON PLANS.
BE EMBEDDED AT LEAST 12" INTO THE OLD CONCRETE AND GROUTED INTO
GRADE 60 24,000 LBS. PER SQ. IN.
27,000 LBS. PER SQ. IN.
- -
SURFACES,ALL SHARP EDGES AND ENDS OF SHAPES AND PLATES SHALL BE SLIGHTLY
PLACE WITH 1:2 CEMENT MORTAR.
- - - - -
ALLOWANCE SHALL BE MADE FOR DEAD LOAD DEFLECTIONS, SETTLEMENT OF FALSEWORK,
TO THE REQUIREMENTS OF THE CURRENT ANSI/AASHTO/AWS " BRIDGE WELDING CODE".
BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTIONS, VERTICAL CURVE
ƒ" ~ STUDS SPECIFIED ON THE PLANS. THIS SUBSTITUTION SHALL BE MADE AT
STRUCTURAL STEEL - AASHTO M270 GRADE 36 -
- AASHTO M270 GRADE 50W -
- AASHTO M270 GRADE 50 -
THE 2012 ``STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES" OF THE
ABUTMENT BACKWALLS, AND APPROACH SLABS; AND CLASS B CONCRETE SHALL
BE USED FOR SLOPE PROTECTION AND RIP RAP.
ALL REINFORCING STEEL SHALL BE DEFORMED. DIMENSIONS RELATIVE TO
PLACEMENT OF REINFORCING ARE TO CENTERS OF BARS UNLESS OTHERWISE INDICATED
IN THE PLANS. DIMENSIONS ON BAR DETAILS ARE TO CENTERS OF BARS OR ARE OUT
TO OUT AS INDICATED ON PLANS.
SEE A.A.S.H.T.O.

SEE PLANS

A.A.S.H.T.O. (CURRENT)
UNTREATED - EXTREME FIBER STRESS

STRUCTURAL TIMBER - TREATED OR
BE HOT ROLLED.
STEEL SHEET PILING FOR PERMANENT OR TEMPORARY APPLICATIONS SHALL
FALSEWORK OR FORMS IS STARTED.
BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE CONSTRUCTION OF THE
AND ANY STRUCTURE OR PARTS OF A STRUCTURE AS NOTED ON THE PLANS SHALL
DETAILED DRAWINGS FOR FALSEWORK OR FORMS FOR BRIDGE SUPERSTRUCTURE
REINFORCING STEEL IN TENSION,
METAL HANDRAILS SHALL BE IN ACCORDANCE WITH THE PLANS. RAILS SHALL BE
RAIL SHALL BE SET NORMAL TO THE GRADE OF THE CURB, UNLESS OTHERWISE SHOWN
METAL STANDARDS AND FACES OF THE CONCRETE END POSTS FOR THE METAL
HANDRAILS AND POSTS:
SPECIFICATIONS ARTICLE 105-4.
OVER NOTES HEREON, AND SPECIAL PROVISIONS SHALL GOVERN OVER ALL. SEE
GOVERN OVER THE SPECIFICATIONS, BUT THE REMAINDER OF THE PLANS SHALL GOVERN
GENERALLY, IN CASE OF DISCREPANCY, THIS STANDARD SHEET OF NOTES SHALL
SPECIAL NOTES:
AS MANUFACTURED FOR BRIDGE RAILING. CASTINGS SHALL BE OF A UNIFORM APPEARANCE.
FINS AND OTHER DEFORMATIONS RESULTING FROM CASTING OR OTHERWISE SHALL BE
REMOVED IN A MANNER SO THAT A UNIFORM COLORING OF THE COMPLETED CASTING SHALL
NOT BE ACCEPTED. CERTIFIED MILL REPORTS ARE REQUIRED FOR METAL RAILS AND POSTS.
ON PLANS. THE METAL RAIL AND TOPS OF CONCRETE POSTS USED WITH THE ALUMINUM
RAIL SHALL BE BUILT PARALLEL TO THE GRADE OF THE CURB.
BE OBTAINED. CASTINGS WITH DISCOLORATIONS OR OF NON-UNIFORM COLORING WILL
THE ITEM WAS SPECIFIED.
MANUFACTURER REGARDLESS OF WHETHER OR NOT
LETTER OF CERTIFICATION FROM THE
SUBMITTAL SHALL BE ACCOMPANIED WITH A
AMERICA" REQUIREMENTS. EACH SHOP DRAWING
EQUIPMENT ON THIS PROJECT SHALL MEET "BUY
ALL PRODUCTS, BUILDING MATERIALS, AND
BUY AMERICA NOTE
SN
14
DocuSign Envelope ID: 4FE09C9A-6107-40F0-8CF1-F95C96825838DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
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RAIL DESIGN
ENGINEER
HYDRAULICS
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NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
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STD. 840.52
PROPOSED NCDOT
POND NO. 2
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FOREBAY FOR
PROPOSED SEDIMENT
35
40
PROPOSED DITCH RT.
STD. 838.80 HEADWALL
PROPOSED NCDOT
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STD. 840.02
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40' PUBLIC R/W
STAGE 1
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Type of Liner= PSRM
( Not to Scale)
D I T
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VAR.
S
L
SR
SEC.
SEE TYP
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BPSRM
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S
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VAR.
( Not to Scale)
D I T
C H
B
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G I N
VAR.
S
L
SR
SEC.
SEE TYP
D+0.50'
BPSRM
S
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E
S
L
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VAR.
( Not to Scale)
D I T
C H
B E G I N
VAR.
S
L SR
SEC.
SEE TYP
D+0.50'
BPSRM
S
T
A K E
S
L O
P
E
VAR.
( Not to Scale)
D I T
C H
B E
G I N
VAR.
S
L
SR
SEC.
SEE TYP
D+0.50'
BPSRM
S
T
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E
S
L O
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VAR.
( Not to Scale)
D I T
C H
B E
G I N
VAR.
S
L
SR
SEC.
SEE TYP
D+0.50'
BPSRM
PERMANENT DIVERSION PERMANENT DIVERSION
PERMANENT DIVERSION MAINLINE DITCH
DETAIL A
MIN DEPTH (D): VARIES
BTM WIDTH (B): 25.0'
SLOPE RIGHT (SR): 2:1
SLOPE LEFT (SL): 2:1
MIN DEPTH (D): VARIES
BTM WIDTH (B): 2.0'
SLOPE RIGHT (SR): 2:1
SLOPE LEFT (SL): 2:1
MIN DEPTH (D): VARIES
BTM WIDTH (B): 4.0'
SLOPE RIGHT (SR): 2:1
SLOPE LEFT (SL): 2:1
Type of Liner= PSRM
Type of Liner= PSRM Type of Liner= PSRM Type of Liner= PSRM
N O RTH CAR
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Type of Liner= PSRM
( Not to Scale)
D I T
C H
B
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G I N
VAR.
S
L
SR
SEC.
SEE TYP
D+0.50'
BPSRM
PERMANENT DIVERSION
MIN DEPTH (D): VARIES
BTM WIDTH (B): 8.0'
SLOPE RIGHT (SR): 2:1
SLOPE LEFT (SL): 2:1
DETAIL B DETAIL C
DETAIL D DETAIL E
INTERIM DITCH
DETAIL F
MIN DEPTH (D): VARIES
BTM WIDTH (B): 6.0'
SLOPE RIGHT (SR): 2:1
SLOPE LEFT (SL): 2:1
LT. PSRM UP TO CUT LIMITS
RT. PSRM UP TO SHOULDER BREAK
FROM STA. 122+00 TO STA. 125+50 LT
LT. PSRM UP TO CUT LIMITS
RT. PSRM UP TO SHOULDER BREAK
FROM STA. 126+00 TO STA. 133+50 LT
FROM STA. 120+00 TO STA. 122+00 RT
MIN DEPTH (D): VARIES
BTM WIDTH (B): 2.0'
SLOPE RIGHT (SR): 2:1
SLOPE LEFT (SL): 2:1
LT. PSRM UP TO CUT LIMITS
RT. PSRM UP TO SHOULDER BREAK
FROM STA. 134+00 TO STA. 140+75 LT
RT. PSRM UP TO CUT LIMITS
LT. PSRM UP TO SHOULDER BREAK
FROM STA. 121+50 TO STA. 129+00 RT.
RT. TSRM UP TO CUT LIMITS
LT. TSRM UP TO CUT LIMITS
FROM STA. 136+28 LT. TO SUMMIT AVE.
UNDERDRAIN NO. 1
NO.
CLEAN OUT STATION ELEVATION
2 122+00 703.00
122+50 702.36
123+00 701.73
123+50 701.10
124+00 700.38
124+50 699.76
125+00 699.13
125+50 698.51
126+00 697.90
126+00 697.90
126+50 697.26
127+00 696.64
127+50 696.06
128+00 695.64
128+00 695.26
128+50 695.01
UNDERDRAIN NO. 1
NO.
CLEAN OUT STATION ELEVATION
16
129+00 694.76
129+50 694.51
130+00 694.26
130+50 694.76
131+00 695.26
131+00 695.26
131+50 694.76
132+00 694.26
132+50 694.76
133+00 695.26
133+00 695.26
133+50 694.76
134+00 694.26
134+50 694.76
135+00 695.26
135+00 695.26
UNDERDRAIN NO. 1
NO.
CLEAN OUT STATION ELEVATION
34
135+50 694.76
136+00 694.26
136+50 694.76
137+00 695.26
137+00 695.26
137+50 694.76
138+00 694.26
138+50 694.76
139+00 695.26
139+00 695.26
139+50 694.76
139+64 694.63
140+00 694.90
140+50 695.26
UNDERDRAIN NO. 2
NO.
CLEAN OUT STATION ELEVATION
50 124+50 699.53
125+00 698.84
125+50 698.19
126+00 697.56
126+50 696.95
127+00 696.37
127+50 695.80
128+00 695.33
128+50 695.03
129+00 694.16
129+50 694.41
130+00 694.66
130+50 694.90
UNDERDRAIN NO. 2
NO.
CLEAN OUT STATION ELEVATION
52
132+50 693.65
133+00 694.15
133+50 694.65
134+00 695.15
134+00 695.15
134+50 694.65
135+00 694.15
135+50 694.65
136+00 695.15
136+00 695.15
136+50 694.65
137+00 694.15
4
8
10
12
14
18
20
22
24
26
28
30
32
36
38
40
42
44
46
48
131+00 695.15
131+00 695.15
131+50 694.65
132+00 694.15
137+50 693.65
138+00 693.15
138+50 692.65
139+00 692.14
UNDERDRAIN NO. 2 139+50 691.64
139+64 691.50
54
56
58
60
62
64
66
68
70
72
74
76
2
4
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VA
R
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S
18" TYP.
BOX COVER TYP.
PRECAST CONCRETE VALVE
TYPICAL
CAST IRON CLEAN OUT
WOVEN FILTER FABRIC
WRAPPED WITH NON
NO. 57 CRUSHED STONE
BALLAST
SUBBALLAST
ASPHALT
ABC
GEOTEXTILE
WALL HDPE WITH
6" PERFORATED SMOOTH
2.
1.
3.
4.
5.
6.
(SCS) CODE 606.
ASTM F405, ASTM F667, AASHTO M252, AASHTO M294 AND NRCS
REQUIREMENTS SPECIFIED IN THE FOLLOWING INDUSTRY STANDARDS:
PIPE SHALL BE MANUFACTURED TO COMPLY WITH THE PERFORATION
PIPE SHALL HAVE 6 PERFORATIONS SPACED AT 60deg - MIN.
STRUCTURES SHALL BE WATER TIGHT.
ALL PIPE CONNECTIONS SHALL BE WATER TIGHT. CONNECTIONS TO
PERFORATED 6" SMOOTH WALL HDPE.
ALL HEADER PIPES CONNECTING TO STRUCTURES SHALL BE NON
BALLAST.
INSTALL VALVE COVER AND CLEAN OUT LEVEL WITH THE TOP OF
AN ACCEPTABLE SUBSTITUTE.
CLAY AND ORGANIC MATTER). CALCIUM CARBONATE AGGREGATE IS NOT
ALL CRUSHED STONE MATERIAL SHALL HAVE LESS THAN 1% SILT,
UNDERDRAIN NOTES
INVERT ELEV.
HYD-1A
UNDERDRAIN NO. 1 QUANTITY SUMMARY:
6" PERFORATED SMOOTH WALL HDPE: 1900-LF
6" NON-PERF. SMOOTH WALL HDPE: 128-LF
6" CAST IRON CLEAN OUTS: 23
UNDERDRAIN NO. 2 QUANTITY SUMMARY:
6" PERFORATED SMOOTH WALL HDPE: 1520-LF
6" NON-PERF. SMOOTH WALL HDPE: 80-LF
6" CAST IRON CLEAN OUTS: 14
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DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469
3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
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PROJECT REFERENCE NO.SHEET NO.
R/W SHEET NO.
RAIL DESIGN
ENGINEER
HYDRAULICS
ENGINEER
D
C
N
P-2918F
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
4" PVC S/LCO
700.94
5
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PROJECT REFERENCE NO.SHEET NO.
R/W SHEET NO.
RAIL DESIGN
ENGINEER
HYDRAULICS
ENGINEER
D
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P-2918F
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
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689.13
687.73
682.25
INTERIM PHASE DITCH @ 0.90%
PROPOSED 18" RCP
PROPOSED 18" RCP
PROPOSED DITCH RT.
691.39
97.6-FT 18" RCP 692.03 692.03
245.0-FT 18" RCP
692.78
345.5-FT 18" RCP
693.83
696.27
696.16
No. 2
UNDERDRAIN
PROPOSED
840.36 DROP INLET
PROPOSED NCDOT STD.
692.78
45
50
41.0-FT 18" RCP
703704705706707
STD. 838.80 HEADWALL
PROPOSED NCDOT
683.09
INTERIM PHASE DITCH @ 1.1%
695.66695.26
694.26
695.26695.26
694.26
695.26695.26
694.26
695.26695.26
694.26
695.33
694.16
695.15695.15
693.65
695.15695.15
694.15
695.15
DROP INLET
STD. 840.36
PROPOSED NCDOT
NO. 2 TYPICAL
DRAIN TO POND
GRADE AREA TO
55
6065
105
110
100DROP INLET
STD. 840.36
PROPOSED NCDOT
NO. 2
QUALITY POND
PROPOSED WATER
DROP INLET
STD. 840.36
PROPOSED NCDOT
TYPICAL
CLEANOUT
PROPOSED
NO. 1
UNDERDRAIN
PROPOSED
CATCH BASIN
STD. 840.02
PROPOSED NCDOT
CATCH BASIN
STD. 840.02
PROPOSED NCDOT
70
PROPOSED 18" RCP
FOR STAGE 1
TO BE TRUNCATED
PROPOSED 18" RCP
TRUNCATED FOR STAGE 1
ATTENUATOR LT.
PROPOSED STORMWATERFOR STAGE 1
TO BE TRUNCATED
PROPOSED 18" RCP
(APPROX. LOCATION)
INTERIM DITCH
STAGE 1
STRUCTURE WALL)
(REMOVE PORTION OF EAST
FROM DITCH TO ENTER
WALL TO ALLOW DISCHARGE
ADJUST EXISTING STRUCTURE
CATCH BASIN
STD. 840.02
PROPOSED NCDOT
NO. 1
UNDERDRAIN
PROPOSED
PROPOSED 18" RCP
CATCH BASIN
STD. 840.02
PROPOSED NCDOT
16
24
30
28
34
56
68
14
2226
32
60
62
58
646670
20 18
694.64
197-LF 18" RCP
694.04694.04
197-LF 18" RCP
693.44693.44
692.84692.84
692.24692.24
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DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469
3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
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RAIL DESIGN
ENGINEER
HYDRAULICS
ENGINEER
D
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P-2918F
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
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PROPOSED NCDOT STD.(SPECIAL DESIGN)
WITH HEADWALLS
6X6 BOX CULVERT
PROPOSED DOUBLE
685
686687
688689690691692
684
684.00
80
85
90
95
684.81
684.81
57.6-FT 6x6 RCBC
57.6-FT 6x6 RCBC
685.04
685.04
684.35
684.00
684.00
33.1-FT 18" RCP
683.54
688.45
52-FT 36" RCP
690.45
691.07
690
686
687 688
6
8
3
6
8
4
6
8
5
6
8
6
6
8
7
6
8
8
6
8
9
6
9
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6
9
1
692.03692.03
245.0-FT 18" RCP
692.78692.78
693.83
696.27
696.16
34.0-FT 18" RCP
691 692
60.5-FT 36" RCP
695.26695.26
694.26
695.26695.26
694.63
695.34
695.15
691.50
693.15
135
125
130
140
145
6-FT DIAMETER
PRECAST MANHOLE
PROPOSED NCDOT STD. 840.52
115
120
75
PROPOSED 36" RCP
QUALITY POND NO. 1
PROPOSED WATER
STD. 838.80 ENDWALL
PROPOSED NCDOT
DROP INLET
NCDOT STD. 840.14
PROPOSED CONTROL STRUCTURE
PROPOSED 18" RCP
CONCRETE COLLAR
18" RCP WITH
CONNECT TO STAGE 1
PROPOSED 18" RCP
STD. 838.01 ENDWALL
PROPOSED NCDOT
POND NO. 1
FOR WATER QUALITY
PROPOSED FOREBAY
STD. 838.80 ENDWALL
PROPOSED NCDOT
DROP INLET
STD 840.14
PROPOSED NCDOT
4-FT DIAMETER
PRECAST MANHOLE
PROPOSED NCDOT STD. 840.52
PROPOSED 36" RCP
CATCH BASIN
STD. 840.02
PROPOSED NCDOT NO. 1
UNDERDRAIN
PROPOSED
NO. 2
UNDERDRAIN
PROPOSED
PROPOSED 18" RCP
PROPOSED 18" RCP
ATTENUATOR
PROPOSED STORMWATER
(APPROX. LOCATION)
BE FILLED IN STAGE 2
DITCH LT. OUTFALL TO
BYPASS CHANNEL FOR
FROM STAGE 1)
140 TO EXISTING BOX (REPLACE WALL
PROPOSED 18" RCP FROM STRUCTURE
CATCH BASIN
STD. 840.02
PROPOSED NCDOT
36
40
72
74
38
689
683.00
682.20
682.77682.77
694.64
694.04694.04
693.44693.44
692.84692.84
692.24692.24
691.64691.64
691.15
197-LF 18" RCP
197-LF 18" RCP
42
46
44
48
76
7
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7
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SEAL
STAGE 2
HYD-2B
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469
3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
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24.7-FT 18" RCP
715.28
685686687688689690691692
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685.04685.04
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690.45
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245.0-FT 18" RCP
692.78692.78
693.83
700.60700.6040.5-FT 18" RCP40.5-FT 18" RCP
700.33700.33
696.27
696.16
34.0-FT 18" RCP
699.68
700.83
700.71
701.84
691
692
60.5-FT 36" RCP
695.26695.26
694.26
695.26695.26
694.63
695.34
695.15
691.50
693.15
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683.00
682.20
682.77682.77
696.89
694.64694.64
694.04694.04
693.44693.44
692.84692.84
692.24692.24
691.64691.64
691.15
201.6-LF 18" RCP
197-LF 18" RCP
197-LF 18" RCP
714
715 716
716
717
717
718
718
719719
719
720
720
720
721
721
721
722
722
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723
724
724
724
725
725
726
726
727
728
729
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BUILDING
(TYPICAL)
VICINITY MAP
N.T.S.
VICINITY MAP
N.T.S.
VICINITY MAP
N.T.S.
VICINITY MAP
N.T.S.
GRAPHIC SCALE
PLANS
PROFILE (HORIZONTAL)
PROFILE (VERTICAL)
STATE OF NORTH CAROLINA

PLAN FOR PROPOSED
EROSION AND SEDIMENT CONTROL MEASURES
CONSTRUCTION.
GRUBBING PHASE OF
FOR CLEARING AND
EROSION CONTROL PLANS
THIS PROJECT CONTAINS
Temporary Silt Ditch
Temporary Silt Fence
Silt Basin Type B
Stilling Basin
TDTemporary Diversion
Temporary Rock Silt Check Type-B
Temporary Rock Silt Check Type-A
Temporary Rock Sediment Dam Type-A
Temporary Rock Sediment Dam Type-B
Type A
Type B
Type C
A
B
C
Temporary Silt Fence
TSD
Std. #Description Symbol

Temporary Berms and Slope Drains
Rock Inlet Sediment Trap:
1630.03
1630.05
1605.01
1622.01
1633.01
1634.01
1634.02
1635.01
1635.02
1630.04
1632.01
1632.02
1632.03
Rock Pipe Inlet Sediment Trap Type-A
Rock Pipe Inlet Sediment Trap Type-B
Temporary Rock Sediment Dam Type A
Temporary Rock Sediment Dam Type B
Temporary Silt Fence
Roadway Standard Drawings

The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design
revison thereto are applicable to this project and by reference hereby are considered a part of
these plans.
Rock Pipe Inlet Sediment Trap Type A
1606.01 Special Sediment Control Fence
1634.01
1634.02
1635.01
1605.01
1630.01
Temporary Berms and Slope Drains
1606.01
1622.01
Special Sediment Control Fence
Riser Basin
1635.02 Rock Pipe Inlet Sediment Trap Type B
1604.01 Railroad Erosion Control Detail
1607.01 Gravel Construction Entrance
Skimmer Basin
Tiered Skimmer Basin
Infiltration Basin
Special Stilling Basin1630.06
Temporary Rock Silt Check Type-A with
Matting and Polyacrylamide (PAM)
Wattle/Coir Fiber Wattle
Wattle/Coir Fiber Wattle
with Polyacrylamide (PAM)
1630.02
1633.02
Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2012 and the latest
1630.05 Temporary Diversion
1630.04 Stilling Basin
1630.03 Temporary Silt Ditch
1630.02 Silt Basin Type B
1630.06 Special Stilling Basin
1631.01 Matting Installation
1632.02
1632.01
Rock Inlet Sediment Trap Type B
Rock Inlet Sediment Trap Type A
1632.03 Rock Inlet Sediment Trap Type C
1633.01
1633.02 Temporary Rock Silt Check Type B
Temporary Rock Silt Check Type A
1640.01 Coir Fiber Baffle
1645.01 Temporary Stream Crossing
EW
CFW
ROADSIDE ENVIRONMENTAL UNIT
Raleigh, NC 27611
1 South Wilmington St.
2012 STANDARD SPECIFICATIONS
Prepared in the Office of:
NAME
Reviewed by:
Reviewed in the Office of:
RESOURCES.
RESOURCES DIVISION OF WATER
OF ENVIRONMENT AND NATURAL
THE NORTH CAROLINA DEPARTMENT
AUGUST 3, 2011 AND ISSUED BY
CONSTRUCTION PERMIT EFFECTIVE
BY THE NCG-010000 GENERAL
THE REGULATIONS SET FORTH
CONTROL PLANS COMPLY WITH
THESE EROSION AND SEDIMENT
Designed by:

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PROJECT REFERENCE NO.SHEET NO.
R/W SHEET NO.
RAIL DESIGN
ENGINEER
HYDRAULICS
ENGINEER
D
C
N
P-2918F
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
L
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C
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ISTOPHER NOR
I E G A033404
SEAL
TYPE OF WORK: GRADING, PAVING, DRAINAGE, & STRUCTURE
TO THE LIMITS ESTABLISHED BY METHOD III.
CLEARING ON THIS PROJECT SHALL BE PERFORMED
E
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2012 STANDARD SPECIFICATIONS
CHARLOTTE, NC 28202-1144
900 WEST TRADE STREET, SUITE 715
STV ENGINEERS, INC.
N
A
D

8
3
N
S R S
2
0
0
7
CONTROL SUBMITTAL
PRELIMINARY EROSION
X-0XX
Submitted X/X/15
STEVEN C. NORIEGA, PE
NC PROFESSIONAL REGISTRATION NO.
033404 JEREMY GOODWIN
RAIL DIVISION
MECKLENBURG COUNTY
and Summit Avenue, Charlotte, North Carolina
LOCATION: NCDOT LRMF between Carson Street
LRMF EROSION CONTROL
EC-1
50
50
50
EC-4 thru 9
W E S T
S U MM
I T
A V E NU
E
N.
S.
M
AI
N
LI
N
E
STA. 140+72
END PROJECT
STA. 116+50
BEGIN PROJECT
PROJECT LIMITS
PROJECT LOCATION
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469
3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
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PROJECT REFERENCE NO.SHEET NO.
R/W SHEET NO.
RAIL DESIGN
ENGINEER
HYDRAULICS
ENGINEER
D
C
N
P-2918F
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
N O RTH CAR
O
LIN
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P R OFESS
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NGINEER
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N
C
H
R
ISTOPHER NOR
I E G A033404
SEAL
SITE DESCRIPTION STABILIZATION TIME
7 DAYS
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE
SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.
NONE
SLOPES 3:1 OR FLATTER 14 DAYS
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN
LENGTH.
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 NONE, EXCEPT FOR PERIMETERS AND HQW ZONES.
and as directed.
accordance with the provisions in this contract
ground cover stabilization shall be achieved in
land-disturbing activity. Temporary and permanent
provided in 14 calendar days from the last
temporary or permanent ground cover shall be
activity, with the following exceptions in which
calendar days from the last land-disturbing
ground cover stabilization shall occur within 7
Division of Water Quality. Temporary or permanent
Department of Environment and Natural Resources
August 3, 2011 issued by the North Carolina
NCG-010000 general construction permit effective
the time frame guidelines as specified by the
Stabilization for this project shall comply with
SOIL STABILIZATION REQUIREMENTS
EC-2

FLOW
A A
*T = 12" MIN., 18" MAX.
H
WIDTH
*T
PLAN
SECTION A-A SECTION B-B
B
B
2/3 CHANNEL
STRUCTURAL STONE
SEDIMENT CONTROL STONE
2' MIN
2' MIN
L=3xH
12"
1633.01 1633.01
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CONTROL STONE.
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
FOR STRUCTURAL STONE.
USE CLASS 'B' EROSION CONTROL STONE
NOTE
HYDRAULICSROADWAY DESIGN
ENGINEER ENGINEER
R/W SHEET NO.
SHEET NO.PROJECT REFERENCE NO.
ISOMETRIC VIEW
X-XXXX
A
MATERIAL
FILL
OF FILL
TOE
A
GRADE
ROAD
WATTLE
2 FT.
UPSLOPE STAKE
FRONT VIEW
STAKE
2' WOODEN
2"
15"-16"
TOP VIEW
EC-2H
DOWNSLOPE STAKE
TOE OF FILL
18" WATTLE
18" WATTLESEE INSET A
2"-3" TRENCH
INSET A
FILL SLOPE
COIR FIBER WATTLE BARRIER DETAIL
FOR BREAKS ALONG LARGE SLOPES, USE MAXIMUM SPACING OF 20 FT.
BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON
FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE
STAKES AT AN ANGLE TO WEDGE WATTLE TO GROUND.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE
CROSS SECTION.
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL
DO NOT PLACE WATTLES ON TOE OF SLOPE.
EXCAVATE A 2 TO 3 INCH TRENCH FOR WATTLE TO BE PLACED.
WATTLE AND LENGTH OF 10 FT.
USE MINIMUM 18 IN. NOMINAL DIAMETER COIR FIBER (COCONUT)
NOTES:
1'
4 FT.
LTTRACK 5 120+00 128+00 5500
TRACK 5 120+00 128+00 RT 5500
TRACK 5 128+00 137+00 LT
TRACK 5 128+00 129+00 RT 450
10000
8300INTERIM DITCH 1250-LF RT
TRACK 5 137+00 140+50 LT 10000
EC-6
EC-6
EC-7
EC-7
EC-7
EC-9
EC-9 RCBC OUTFALL 150-LF 1850
1000
42600
42600
45000
STATE OF NORTH CAROLINA
DIVISION OF HIGHWAYS
SOIL STABILIZATION SUMMARY SHEET
(FOR DITCH STABILIZATION)
PERMANENT SOIL REINFORCEMENT MAT
SHEET NO.
CONST LINE STATION
FROM
STATION
TO
SIDE ESTIMATE (SY)
MISC. PSRM TO BE INSTALLED AS DIRECTED BY ENGINEER.
SUBTOTAL
SAY
TOTAL
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469
3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
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3-B
DRAINAGE SUMMARY
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I E G A033404
SEAL

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HYDRAULICS
ENGINEER
D
C
N
P-2918F
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
DocuSign Envelope ID: 2C49F13A-7049-4347-B41F-0AF13BBBEBC4
3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
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RAIL DESIGN
ENGINEER
HYDRAULICS
ENGINEER
D
C
N
P-2918F
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
N O RTH CAR
O
LIN
A
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STAGE 1
EC-4
C
C
FENCE (TYP)
TEMPORARY SILT
TYPE C (TYP)
SEDIMENT TRAP
ROCK INLET
INFORMATION
PLANS FOR FURTHER
SEE ARCHITECTURAL
OFFICE BUILDING AREA.
PROPOSED FACILITY
(TYP)
CONTROL FENCE
SPECIAL SEDIMENT
OF DISTURBANCE
APPROXIMATE LIMITS
715.28
24.7-FT 18" RCP
700.60
700.60
699.68
37.0-FT 18" RCP
700
.83
701.84
703.00
702
703
7
0
4
7
02
70
3
7
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0
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700.71
700.33
700.33
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707
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40.5-FT 18" RCP
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695.66
699.53
697.56
695.33
696.89
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DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469
3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
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ENGINEER
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NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
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N O RTH CAR
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(TYP)
CONTROL FENCE
SPECIAL SEDIMENT
OF DISTURBANCE
APPROXIMATE LIMITS
(TYP)
CONTROL FENCE
SPECIAL SEDIMENT
689.13
687.73
682.25
INTERIM PHASE DITCH @ 0.90%
691.39
97.6-FT 18" RCP 692.03 692.03
245.0-FT 18" RCP
692.78
345.5-FT 18" RCP
693.83
696.27
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683.09
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695.66695.26
694.26
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695.33
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694.04694.04
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693.44693.44
692.84692.84
692.24692.24
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DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469
3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
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PROJECT REFERENCE NO.SHEET NO.
R/W SHEET NO.
RAIL DESIGN
ENGINEER
HYDRAULICS
ENGINEER
D
C
N
P-2918F
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
N O RTH CAR
O
LIN
A
P R OFESS
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L
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NGINEER
S
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N
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ISTOPHER NOR
I E G A033404
SEAL
M A T C
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K #
5
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8
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-7
STAGE 1
EC-6
C
C
FENCE (TYP)
TEMPORARY SILT
TYPE C (TYP)
SEDIMENT TRAP
ROCK INLET
INFORMATION
PLANS FOR FURTHER
SEE ARCHITECTURAL
OFFICE BUILDING AREA.
PROPOSED FACILITY
(TYP)
CONTROL FENCE
SPECIAL SEDIMENT
DRAIN (TYP)
TEMPORARY SLOPE
WEIR HEIGHT = 1.0' (TYP)
SILT CHECK TYPE-A
TEMPORARY ROCK
TO STATION 130+00
WEIR HEIGHT = 1.0' (TYP)
SILT CHECK TYPE-A
TEMPORARY ROCK
C
C
TO STATION 129+00
WEIR HEIGHT = 1.0' (TYP)
SILT CHECK TYPE-A
TEMPORARY ROCK
SHOULDER
ROAD SLOPE TO
EXTEND UP ACCESS
12 S.Y. GEOTEXTILE
RIP RAP &
4 TONS CLASS "B"
715.28
24.7-FT 18" RCP
700.60
700.60
699.68
37.0-FT 18" RCP
700
.83
701.84
703.00
702
703
7
0
4
7
02
70
3
7
04 7
0
5
700.71
700.33
700.33
706
707
707
40.5-FT 18" RCP
40.5-FT 18" RCP
702.31
697.90697.90
695.66
699.53
697.56
695.33
696.89
694.64
-TRK7-
-TRK6-
-TRK5-
1
2
5
-TRK5-
CURVE
TRK7
-
1
CURV
E

TRK
6
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1
CURVE
TRK
5
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1
2
0
6
9
0
6
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5
7
0
0
700
7
0
5
705
70
5 705
705
705
705
70
5
705
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1
0
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1
0
710
710
710
710
710
710
710
710
710
710
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1
5
715
7
1
5
715
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1
5
7
1
5
7
1
5
715 715
7
2
0
7
2
0
7
2
0
72
0
7
2
0
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2
0
7
2
0
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2
0
72
0
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0
720
720
7
2
5
7
2
5
725
7
25
725
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2
5
725
725
7
2
5
7
2
5
7
2
5
7
25 725
7
3
0
7
3
0
7
3
0
730
7
3
0
7
3
0
7
3
0
73
0
73
0
730
7
3
5
7
3
5
73
5
735
7
3
5 74
0
74
0
7407
4
0
74
5
7
4
5
7
4
5
7
4
5
750
7
5
0
SW
S
W
SW
SW
SW
S
W
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W
SW
SW
HAND
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TVTV TVTV TVTVTVTVTV TV TV
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DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469
3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
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PROJECT REFERENCE NO.SHEET NO.
R/W SHEET NO.
RAIL DESIGN
ENGINEER
HYDRAULICS
ENGINEER
D
C
N
P-2918F
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
N O RTH CAR
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LIN
A
P R OFESS
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TYPE-A (TYP)
SEDIMENT TRAP
ROCK INLET
FENCE (TYP)
TEMPORARY SILT
(TYP)
CONTROL FENCE
SPECIAL SEDIMENT
TO STATION 134+00
WEIR HEIGHT = 1.5' (TYP)
SILT CHECK TYPE-A
TEMPORARY ROCK
TO PROJECT END
WEIR HEIGHT = 2.0' (TYP)
SILT CHECK TYPE-A
TEMPORARY ROCK
C
C
7 S.Q. GEOTEXTILE
RIP RIP &
2 TONS CLASS "B"
12 S.Y. GEOTEXTILE
RIP RAP &
4 TONS CLASS "B"
12 S.Y. GEOTEXTILE
RIP RAP &
4 TONS CLASS "B"
(TYP)
CONTROL FENCE
SPECIAL SEDIMENT
(TYP)
TOP OF DITCH
DRAIN TO FOLLOW
TEMPORARY SLOPE
689.13
687.73
682.25
INTERIM PHASE DITCH @ 0.90%
691.39
97.6-FT 18" RCP 692.03 692.03
245.0-FT 18" RCP
692.78
345.5-FT 18" RCP
693.83
696.27
696.16
692.78
41.0-FT 18" RCP
703704705706707
683.09
INTERIM PHASE DITCH @ 1.1%
695.66695.26
694.26
695.26695.26
694.26
695.26695.26
694.26
695.26695.26
694.26
695.33
694.16
695.15695.15
693.65
695.15695.15
694.15
695.15
694.64
197-LF 18" RCP
694.04694.04
197-LF 18" RCP
693.44693.44
692.84692.84
692.24692.24
7
1
4
7
1
4
7
1
5
7
1
5
7
1
6
7
1
6
7
1
6
7
1
6
7
1
7
717
7
1
7
7
1
7
717
7
1
7
7
1
8
7
1
8
718
7
1
8
7
1
8
718
7
1
9
71
9
7
1
9
7
1
9
71
9
7
1
9
7
2
0
720
7
2
0
7
2
0
720
7
2
0
7
2
1
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7
2
1
7
2
1
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7
2
1
72
2
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72
2
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723
723
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2
4
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7
2
4
72
5
725
72
5
725
7
2
6
7
2
6
727727
728728
729729
-TRK6-
-TRK5-
1
3
0
1
3
5
-TRK7-
68
0
6
8
5
6
8
5
6
8
5
69
0
690
690
690
690
690
690
69
0
690
690
6
9
0
695
695
695
695
695
695
695
6
9
5
695
695
69
5
70
0
7
0
0
7
0
0
7
0
0
700
7
0
0
700
7
0
0
700
700 7
0
0
700
700
700
7
0
5
7
0
5
705
705 70
5
705
705
705
705
705
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70
5
710
710
71
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7
1
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7
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7
1
0
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71
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71
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7
1
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710
7
1
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7
1
5
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7
1
5
7
1
5
715
71
5
7
1
5
7
1
5
715
7
1
5
7
1
5
7
1
5
7
1
5
7
2
0
72
0
72
0
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SW
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DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469
3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
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0
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PROJECT REFERENCE NO.SHEET NO.
R/W SHEET NO.
RAIL DESIGN
ENGINEER
HYDRAULICS
ENGINEER
D
C
N
P-2918F
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
N O RTH CAR
O
LIN
A
P R OFESS
I
ONA
L
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NGINEER
S
T
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V
E
N
C
H
R
ISTOPHER NOR
I E G A033404
SEAL
STAGE 2
EC-8
C
A
(TYP)
CONTROL FENCE
SPECIAL SEDIMENT
TYPE C (TYP)
SEDIMENT TRAP
ROCK INLET
C
C
FOR STAGE 2
LIMITS OF DISTURBANCE
FOR STAGE 1
LIMITS OF DISTURBANCE
FOR STAGE 1
TEMPORARY SILT FENCE
STAGE 1
TYPE-A FOR
SEDIMENT TRAP
ROCK INLET
FROM STAGE 1
SILT CHECK TYPE-A
TEMPORARY ROCK
685
686687
688689690691692
684
684.00
684.81
684.81
57.6-FT 6x6 RCBC
57.6-FT 6x6 RCBC
685.04
685.04
684.35
684.00
684.00
33.1-FT 18" RCP
683.54
688.45
52-FT 36" RCP
690.45
691.07
690
686
687 688
6
8
3
6
8
4
6
8
5
6
8
6
6
8
7
6
8
8
6
8
9
6
9
0
6
9
1
692.03692.03
245.0-FT 18" RCP
692.78692.78
693.83
696.27
696.16
34.0-FT 18" RCP
691 692
60.5-FT 36" RCP
695.26695.26
694.26
695.26695.26
694.63
695.34
695.15
691.50
693.15
689
683.00
682.20
682.77682.77
694.64
694.04694.04
693.44693.44
692.84692.84
692.24692.24
691.64691.64
691.15
197-LF 18" RCP
197-LF 18" RCP
7
1
4
7
1
5
7
1
6
716
7
1
7
7
1
7
7
1
8
7
1
8
7
1
9
7
1
9 719
7
2
0
7
2
0
720
7
2
1
7
2
1
721
7
2
2 722
722
7
2
3
723
723
724
7
2
4
7
2
4
725
7
2
5
7
2
6
726
7
2
7
728
729
TRK6-2
CURVE
-TRK5-
1
4
0
-TRK7-
-TRK6-
1
3
0
-TRK5-
1
3
5
68
0
6
8
5
6
8
5
6
8
5
69
0
690
690
690
690
690
690
69
0
690
690
6
9
0
695
695
695
695
695
695
695
6
9
5
695
695
69
5
70
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7
0
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0
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0
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7
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700
7
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700
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710
71
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1
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71
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71
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7
1
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1
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1
5
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7
1
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1
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71
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1
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1
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7
1
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7
1
5
7
1
5
7
1
5
7
2
0
72
0
72
0
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SW
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SW
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SW
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ST
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DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469
3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
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0
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.
d
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s
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PROJECT REFERENCE NO.SHEET NO.
R/W SHEET NO.
RAIL DESIGN
ENGINEER
HYDRAULICS
ENGINEER
D
C
N
P-2918F
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
N O RTH CAR
O
LIN
A
P R OFESS
I
ONA
L
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NGINEER
S
T
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N
C
H
R
ISTOPHER NOR
I E G A033404
SEAL
STAGE 2
EC-9
A
C
695.92
C
CLEARING & GRUBBING
FROM STAGE 2
CONTROL FENCE
SPECIAL SEDIMENT
DURING CONSTRUCTION
AS A SEDIMENT DAM
POND TO BE CONFIGURED
PROPOSED DETENTION
TO PROJECT END
WEIR HEIGHT = 2.0' (TYP)
SILT CHECK TYPE-A
TEMPORARY ROCK
FOR FINAL GRADES
SEE CROSS SECTIONS
AREA TO BE REGRADED
22 S.Y. GEOTEXTILE
7 TONS CLASS "B" RIP RAP
GEOTEXTILE
RIP RAP & 7 S.Y.
2 TONS CLASS "B"
110 S.Y. GEOTEXTILE
50 TONS CLASS "B" RIP RAP
DRAIN FOR STAGE 2
TEMPORARY SLOPE
FROM STAGE 1
TEMPORARY SILT FENCE
FROM STAGE 1
LIMITS OF CONSTRUCTIONFROM STAGE 1
SILT CHECK TYPE-A
TEMPORARY ROCKSTAGE 1
TYPE-A FROM
SEDIMENT TRAP
ROCK INLET
22 S.Y. GEOTEXTILE
7 TONS CLASS "B" RIP RAP
FROM STAGE 1
SILT CHECK TYPE-A
TEMPORARY ROCK
FROM STAGE 1
TEMPORARY SILT FENCE
STAGE 1
TRAP TYPE-C FROM
ROCK INLET SEDIMENT
FROM STAGE 1
CONTROL FENCE
SPECIAL SEDIMENT
FROM STAGE 1
LIMITS OF CONSTRUCTION
DRAIN FROM STAGE 1
TEMPORARY SLOPE
685
686687
688689690691692
684
684.00
684.81
684.81
57.6-FT 6x6 RCBC
57.6-FT 6x6 RCBC
685.04
685.04
684.35
684.00
684.00
33.1-FT 18" RCP
683.54
688.45
52-FT 36" RCP
690.45
691.07
690
686
687 688
6
8
3
6
8
4
6
8
5
6
8
6
6
8
7
6
8
8
6
8
9
6
9
0
6
9
1
692.03692.03
245.0-FT 18" RCP
692.78692.78
693.83
696.27
696.16
34.0-FT 18" RCP
691 692
60.5-FT 36" RCP
695.26695.26
694.26
695.26695.26
694.63
695.34
695.15
691.50
693.15
689
683.00
682.20
682.77682.77
694.64
694.04694.04
693.44693.44
692.84692.84
692.24692.24
691.64691.64
691.15
197-LF 18" RCP
197-LF 18" RCP
7
1
4
7
1
5
7
1
6
716
7
1
7
7
1
7
7
1
8
7
1
8
7
1
9
7
1
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7
2
0
7
2
0
720
7
2
1
7
2
1
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7
2
2 722
722
7
2
3
723
723
724
7
2
4
7
2
4
725
7
2
5
7
2
6
726
7
2
7
728
729
TRK6-2
CURVE
-TRK5-
1
4
0
-TRK7-
-TRK6-
1
3
0
-TRK5-
1
3
5
68
0
6
8
5
6
8
5
6
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5
69
0
690
690
690
690
690
690
69
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690
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6
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0
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695
695
695
695
695
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69
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70
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7
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700
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705 70
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705
705
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705
705
705
70
5
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710
71
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7
1
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7
1
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710
7
1
0
710
71
0
71
0
710
7
1
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710
710
7
1
0
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1
5
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7
1
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7
1
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71
5
7
1
5
7
1
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7
1
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7
1
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7
1
5
7
1
5
7
2
0
72
0
72
0
SW
SW
SW
SW
SW
SW
SW
SW
SWSW
ST
O
R
A
G
E P
L
A
TF
O
R
M
S
CONC
CONC
CONC
S
S
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469
3/4/2016
DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
3
/
4
/
2
0
1
6
I
:
\
P
r
o
j
e
c
t
s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

M o
d
e
l
s

a
n
d

S
h
e
e
t
s
\
0
4
_
C
K
_
T
r
a
c
k
_
R
a
i
l
\
4
0
1
5
1
5
6
_
T
R
K
_
X
P
L
_
1
A
.
d
g
n
b
l
i
n
d
j
e
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
700 700
710 710
690 690
116+00.00
710 710
720 720
700 700
116+50.00
710 710
720 720
700 700
117+00.00
X-1
5 10
P-2918F
-TRK5-
STAGE 1
CONSTRUCTION (BY OTHERS)
TO BE REMOVED PRIOR TO
EXISTING CONTAMINATED SOILS
C /
L
E
X I S
T
.
M A I N

T
R
A C K
C /
L
E
X
I S
T
.
M A I N
T
R
A C K
(T
O
R
E
M A I N )
C /
L
E
X
I S
T
.
S
I D
I NG

T
R
A C
K
(B Y
O
T H
E R S )
C
/L
F U T U
R E
T R A C
K
E
X
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T
.
N S
R

R
/
W
(R
E
M A I N )
E
X I S
T
.
F
E
N C E
C /
L
E
X
I S
T
.
M A I N
T
R
A C K
C /
L
E
X
I S
T
.
M A I N
T
R
A C K
REQUESTED
SURVEY
ADDITIONAL
(B Y
O
T H
E R S )
C
/L
F U
T U
R E
T R A C
K
E
X I S
T
.
N
S
R

R
/
W
C
/L
P R O
P .
T R A C
K
#
5
(T
O
B
E

S
H
I F
T
E
D
)
C /
L
E
X I S
T
.
S
I D I N
G

T
R
A C K
(R
E
M A I N
)
E
X
I S
T
.
F
E
N C E
EXIST GROUND LINE

7
0
7
.9
4
C /
L
E
X
I S
T
.
M A I N
T
R
A C K
C /
L
E
X
I S
T
.
M A I N
T
R
A C K
(B Y
O
T H
E R S )
C
/L
F U
T U
R E
T R A C
K
E
X I S
T
.
N S
R

R
/
W
C
/L
P R O
P .
T R A C
K
#
5
(T
O
B
E

S
H
I F
T
E
D
)
C /
L
E
X I S
T
.
S
I D I N
G

T
R
A C K
(R
E
M A I N
)
E
X
I S
T
.
F
E
N C E
EXIST GROUND LINE
REQUESTED
SURVEY
ADDITIONAL

7
0
7
.6
5
TO DRAIN TYPICAL.
LOCATION. GRADE AREA
INLET - APPROX.
EXISTING DRAINAGE
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
3
/
4
/
2
0
1
6
I
:
\
P
r
o
j
e
c
t
s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

M o
d
e
l
s

a
n
d

S
h
e
e
t
s
\
0
4
_
C
K
_
T
r
a
c
k
_
R
a
i
l
\
4
0
1
5
1
5
6
_
T
R
K
_
X
P
L
_
1
A
.
d
g
n
b
l
i
n
d
j
e
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
710 710
720 720
730 730
740 740
750 750
760 760
700 700
117+50.00
710 710
720 720
730 730
740 740
750 750
760 760
700 700
118+00.00
X-2
5 10
P-2918F
-TRK5-
STAGE 1
CONSTRUCTION (BY OTHERS)
TO BE REMOVED PRIOR TO
EXISTING CONTAMINATED SOILS
C
/
L
E
X I S
T
.
M A I N
T
R
A C K
C /
L
E
X I S
T
.
M A I N
T
R
A C K
REQUESTED
SURVEY
ADDITIONAL
(B Y
O
T H
E R S )
C
/L
F U
T U
R E
T R A C
K
E
X
I S
T
.
N S
R

R
/
W
E
X
I S
T
.
N S
R

R
/
W
C
/L
P R O
P .
T R A C
K
#
5
(T
O
B
E

S
H
I F
T
E
D )
C
/
L
E
X I S
T
.
S
I D I NG

T
R
A C K
(R
E
M A I N )
E
X I S
T
.
F
E
N C E
EXIST GROUND LINE

7
0
7
.4
9
C /
L
E
X
I S
T
.
M A I N
T
R
A C K
C
/
L
E
X I S
T
.
M A I N
T
R
A C K
REQUESTED
SURVEY
ADDITIONAL
(B Y
O
T H
E R S )
C
/L
F U
T U
R E
T R A C
K
E
X
I S
T
.
N S
R

R
/
W
E
X
I S
T
.
N S
R

R
/
W
(T
O
B
E

S
H
I F
T
E
D
)
C
/
L
E
X I S
T
.
S
I D I N
G

T
R
A C K
C
/L
P R O
P .
T R A C
K
#
5
EXIST GROUND LINE

7
0
7
.
4
6
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
3
/
4
/
2
0
1
6
I
:
\
P
r
o
j
e
c
t
s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

M o
d
e
l
s

a
n
d

S
h
e
e
t
s
\
0
4
_
C
K
_
T
r
a
c
k
_
R
a
i
l
\
4
0
1
5
1
5
6
_
T
R
K
_
X
P
L
_
1
A
.
d
g
n
b
l
i
n
d
j
e
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
710 710
720 720
730 730
740 740
750 750
760 760
700 700
118+50.00
700 700
710 710
720 720
730 730
740 740
750 750
760 760
119+00.00
X-3
5 10
P-2918F
-TRK5-
STAGE 1
CONSTRUCTION (BY OTHERS)
TO BE REMOVED PRIOR TO
EXISTING CONTAMINATED SOILS
C /
L
E
X I S
T
.
M A I N

T
R
A C K
C /
L
E
X I S
T
.
M A I N

T
R
A C K
C
/L
P R O
P .
T R A C
K
#
5
REQUESTED
SURVEY
ADDITIONAL
(B Y
O
T H
E R S
)
C
/L
F U
T U
R E
T R A C
K
E
X I S
T
.
N S
R

R
/
W
E
X I S
T
.
N
S
R

R
/
W
(T
O
B
E

S
H
I F
T
E
D )
C
/
L
E
X I S
T
.
S
I D
I NG

T
R
A C
K
40:1
EXIST GROUND LINE

7
0
7
.5
1
WALL SHOWN)
TO REMAIN (CRASH
EXIST BRIDGE PIER
CRASHWALL
TO FACE OF
15.03'
NEW 15" RCP.
& REPLACE WITH
LOCATION. REMOVE
INLET - APPROX.
EXISTING DRAINAGE
705.41
C /
L
E
X I S
T
.
M A I N

T
R
A C
K
C
/
L
E
X I S
T
.
M A I N
T
R
A C K
C
/L
P R O
P .
T R A C
K
#
5
REQUESTED
SURVEY
ADDITIONAL
(B Y
O
T H
E R S )
C
/L
F U
T U
R E
T R A
C
K
E
X I S
T
.
N S
R

R
/
W
E
X
I S
T
.
N S
R

R
/
W
(T
O
B
E

S
H
I F
T
E
D )
C /
L
E
X
I S
T
.
S
I D
I NG

T
R
A C
K
40:1
EXIST GROUND LINE

7
0
7
.
5
5
WALL SHOWN)
TO REMAIN (CRASH
EXIST BRIDGE PIER
CRASHWALL
TO FACE OF
16.79'
705.25
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
3
/
4
/
2
0
1
6
I
:
\
P
r
o
j
e
c
t
s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

M o
d
e
l
s

a
n
d

S
h
e
e
t
s
\
0
4
_
C
K
_
T
r
a
c
k
_
R
a
i
l
\
4
0
1
5
1
5
6
_
T
R
K
_
X
P
L
_
1
A
.
d
g
n
b
l
i
n
d
j
e
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
700 700
710 710
720 720
730 730
740 740
750 750
690 690
119+50.00
710 710
720 720
730 730
740 740
750 750
700 700
120+00.00
X-4
5 10
P-2918F
-TRK5-
STAGE 1
CONSTRUCTION (BY OTHERS)
TO BE REMOVED PRIOR TO
EXISTING CONTAMINATED SOILS
C
/
L
E
X I S
T
.
M A I N
T
R
A C K
C /
L
E
X I S
T
.
M A I N
T
R
A C
K
C
/L
P R O
P
.
T R A C
K
#
5
REQUESTED
SURVEY
ADDITIONAL (B Y
O
T H
E R S )
C
/L
F U T U R E
T R A C
K
E
X I S
T
.
N S
R

R
/
W
E
X I S
T
.
N S
R

R
/
W
(T
O
B
E

S
H
I F
T
E
D
)
C /
L
E
X I S
T
.
S
I D I NG

T
R
A C K
40:1
EXIST GROUND LINE

7
0
7
.5
9
WALL SHOWN)
TO REMAIN (CRASH
EXIST BRIDGE PIER
CRASHWALL
TO FACE OF
18.49'
705.17
C /
L
E
X
I S
T
.
M A I N
T
R
A C K
C /
L
E
X
I S
T
.
M A I N
T
R
A C K
C
/L
P R O
P .
T R A C
K
#
5
2:1 2:
1
2:1
(B Y
O
T H E R S )
C
/L
F U
T U
R E
T R A C
K
E
X
I S
T
.
N S
R

R
/
W
E
X
I S
T
.
N S
R

R
/
W
(T
O
B
E

R
E
M OV
E
D )
C /
L
E
X
I S
T
.
S
I D
I NG

T
R
A C K
40:140:1 EXIST GROUND LINE

7
0
7
.
6
3
IN THIS AREA TYPICAL.
AREA. GRADE TO DRAIN
IS LOCATED IN THIS
DRAINAGE STRUCTURE
CONFIRM THAT A
CONTRACTOR TO
EXISTING LOW AREA.
704.50
706.622:
1
704.00
709.13
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
3
/
4
/
2
0
1
6
I
:
\
P
r
o
j
e
c
t
s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

M o
d
e
l
s

a
n
d

S
h
e
e
t
s
\
0
4
_
C
K
_
T
r
a
c
k
_
R
a
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l
\
4
0
1
5
1
5
6
_
T
R
K
_
X
P
L
_
1
A
.
d
g
n
b
l
i
n
d
j
e
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
710 710
720 720
730 730
740 740
750 750
700 700
120+50.00
710 710
720 720
730 730
740 740
750 750
700 700
121+00.00
X-5
5 10
P-2918F
-TRK5-
STAGE 1
CONSTRUCTION (BY OTHERS)
TO BE REMOVED PRIOR TO
EXISTING CONTAMINATED SOILS
C
/
L
E
X I S
T
.
M A I N
T
R
A C K
C /
L
E
X I S
T
.
M A I N
T
R
A C K
C
/L
P R O
P .
T R A C
K
#
5
2:1
2:
1
2:1
(B Y
O
T H
E R S )
C /L
F U
T U
R E
T R A C
K
E
X I S
T
.
N
S
R

R
/
W
E
X
I S
T
.
N S
R

R
/
W
(T
O
B
E

R
E
M OV
E
D
)
C
/
L
E
X I S
T
.
S
I D I NG

T
R
A C K
40:140:1
EXIST GROUND LINE

7
0
7
.5
6
706.17
704.44
2:
1
704.50
716.46
C /
L
E
X
I S
T
.
M A I N
T
R
A C K
C /
L
E
X I S
T
.
M A I N
T
R
A C
K
C
/L
P R O
P .
T R A C
K
#
5
(B Y
O
T H
E R S )
C
/L
F U
T U R E
T R A C
K
E
X I S
T
.
N S
R

R
/
W
(T
O
B
E

R
E
M OV
E
D )
C /
L
E
X
I S
T
.
S
I D
I NG

T
R
A C K
40:140:1
EXIST GROUND LINE
(R
E
M A I N
)
E
X
I S
T
.
B
U I L D
I NG
(R
E
M A I N )
E
X I S
T
.
B
U I L D
I NG

7
0
7
.2
7
2:1
2:
1
WALL SHOWN)
TO REMAIN (CRASH
EXIST BRIDGE PIER
WALL SHOWN)
TO REMAIN (CRASH
EXIST BRIDGE PIER
706.00
704.14
705.73
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
3
/
4
/
2
0
1
6
I
:
\
P
r
o
j
e
c
t
s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

M o
d
e
l
s

a
n
d

S
h
e
e
t
s
\
0
4
_
C
K
_
T
r
a
c
k
_
R
a
i
l
\
4
0
1
5
1
5
6
_
T
R
K
_
X
P
L
_
1
A
.
d
g
n
b
l
i
n
d
j
e
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
700 700
710 710
720 720
730 730
740 740
690 690
121+50.00
710 710
720 720
730 730
700 700
122+00.00
700 700
710 710
720 720
730 730
122+50.00
X-6
5 10
P-2918F
-TRK5-
STAGE 1
CONSTRUCTION (BY OTHERS)
TO BE REMOVED PRIOR TO
EXISTING CONTAMINATED SOILS
C /
L
E
X I S
T
.
M A I N

T
R
A C
K
C /
L
E
X I S
T
.
M A I N

T
R
A C K
C
/L
P R O
P .
T R A C
K
#
5
2:
1 2:1
REQUESTED
SURVEY
ADDITIONAL
(B Y
O
T H
E R S
)
C
/L
F U
T U
R E
T R A C
K
E
X
I S
T
.
N S
R

R
/
W
(T
O
B
E

R
E
M OV
E
D
)
C
/
L
E
X I S
T
.
S
I D I NG

T
R
A C
K
40:1 40:1
EXIST GROUND LINE

7
0
6
.7
6
2:
1 2:1
WALL SHOWN)
TO REMAIN (CRASH
EXIST BRIDGE PIER
WALL SHOWN)
TO REMAIN (CRASH
EXIST BRIDGE PIER CRASHWALL
TO FACE OF
12.80'
706.33
703.63703.03
705.19
C /
L
E
X
I S
T
.
M A I N
T
R
A C K
C
/L
P R O
P .
T R A C
K
#
5
40:140:1
2:
1
1:1
(B Y
O
T H
E R S )
C
/L
F U
T U
R E
T R A C
K
E
X
I S
T
.
N S
R

R
/
W
(T
O
B
E

R
E
M OV
E
D )
C /
L
E
X
I S
T
.
S
I D
I NG

T
R
A C K
C
/
L
E
X I S
T
.
M A I N
T
R
A C K
C
/L
P R O
P .
T R A C
K
#
6
(R
E
M A I N )
E
X I S
T
.
F
E
N C E
P R O
P .
F E N
C
E
EXIST GROUND LINE

7
0
6
.14
2
WALL
NORTH SIDE OF CRASH
INCOMING DITCH FROM
ROAD
ACCESS
PROP. 10'
708.16
702.45
2:1
703.48
2:
1
710.44
50:1
50:1
705.58
C /
L
E
X
I S
T
.
M A I N
T
R
A C K
C /
L
E
X I S
T
.
M A I N

T
R
A C K
C
/L
P R O
P .

T R A C
K
#
5
C /L
P R O
P .
T R A C
K
#
6
1:140:1 40:1
2:
1
2:1
(B Y
O
T H
E R S
)
C
/L
F U
T U
R E
T R A C
K
(R
E
M A I N )
E
X I S
T
.
F
E
N C E
E
X
I S
T
.
N S
R

R
/
W
(T
O
B
E

R
E
M OV
E
D
)
C
/
L
E
X I S
T
.
S
I D
I NG

T
R
A C
K
EXIST GROUND LINE
(R
E
M OV
E
)
E
X
I S
T
.
F
E
N C E

7
0
5
.5
1
(R
E
M OV
E
D
)
E
X I S
T
.
W A LL
720.00
710.45 ROAD
ACCESS
PROP. 10'
708.28
701.88
2:1 50:1
702.54
2:
1
709.91
50:1
704.96

7
0
5
.5
1
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
3
/
4
/
2
0
1
6
I
:
\
P
r
o
j
e
c
t
s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

M o
d
e
l
s

a
n
d

S
h
e
e
t
s
\
0
4
_
C
K
_
T
r
a
c
k
_
R
a
i
l
\
4
0
1
5
1
5
6
_
T
R
K
_
X
P
L
_
1
A
.
d
g
n
b
l
i
n
d
j
e
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
700 700
710 710
720 720
730 730
690 690
123+00.00
700 700
710 710
720 720
730 730
690 690
123+50.00
700 700
710 710
720 720
730 730
690 690
123+71.54
X-7
5 10
P-2918F
-TRK5-
STAGE 1
CONSTRUCTION (BY OTHERS)
TO BE REMOVED PRIOR TO
EXISTING CONTAMINATED SOILS
C /
L
E
X I S
T
.
M A I N

T
R
A C
K
P R O
P .
F E N
C
E
P R O
P .
F E N
C
E
C /
L
E
X
I S
T
.
M A I N
T
R
A C K
C
/L
P R O
P .
T R A C
K
#
5
C
/L
P R O
P .
T R A C
K
#
6
40:1 40:1
2:
1
2:1
(B Y
O
T H E R S )
C
/L
F U
T U
R E
T R A C K
E
X I S
T
.
N S
R

R
/
W
(R
E
M A I N )
E
X I S
T
.
F
E
N
C
E
E
X
I S
T
.
R
/
W
(T
O
B
E

R
E
M OV
E
D )
C /
L
E
X
I S
T
.
S
I D
I NG

T
R
A C K
EXIST GROUND LINE
(R
E
M A I N )
E
X I S
T
.
F
E
N
C E
(R
E
M A I N )
E
X I S
T
.
F
E
N
C E
(R
E
M OV
E
)
E
X I S
T
.
F
E
N
C E
(R
E
M OV
E
)
E
X
I S
T
.
F
E
N
C
E
(R
E
M OV
E
)
E
X I S
T
.
F
E
N C E

7
0
4
.8
91:1
(R
E
M OV
E
D
)
E
X I S
T
.
W A LL
ROAD
ACCESS
PROP. 10'
701.30
708.20
2:1
701.61
2:
1
709.63
50:1 704.34
C /
L
E
X I S
T
.
M A I N

T
R
A C K
P R O
P .
F E N
C
E
P R O
P .
F E N
C
E
C /
L
E
X
I S
T
.
M A I N
T
R
A C K
C
/L
P R O
P .
T R A C
K
#
5
C
/L
P R O
P .

T R A C
K
#
6
40:1
2:1
WALL
PROP. RET.
(B Y
O
T H E R S )
C
/L
F U
T U
R E
T R A C K
E
X I S
T
.
N S
R

R
/
W
C
/L
P R O
P .
T R A C
K
#
7
(R
E
M OV
E
)
E
X
I S
T
.
F
E
N C E
E
X I S
T
.
R
/
W
2:
1
PROP. ACCESS ROAD
EXIST GROUND LINE
(R
E
M OV
E
)
E
X I S
T
.
F
E
N
C E
(R
E
M OV
E
)
E
X I S
T
.
F
E
N C E
(R
E
M OV
E
)
E
X I S
T
.
F
E
N C E
(R
E
M OV
E
)
E
X
I S
T
.
F
E
N C E
40:1
(R
E
M A I N
)
E
X
I S
T
.
W A LL

7
0
4
.2
61:1 708.44
700.73
2:1
700.68
2:
1
710.10
50:150:1 703.71
40:1
PROP. ACCESS ROAD P R O
P .
F E N
C
E
C
/L
P R O
P .
T R A C K
#
7
C
/L
P R O
P .
T R A C
K
#
6
2:1
2:
1
E
X
I S
T
.
N S
R

R
/
W
40:1
C
/L
P R O
P .
T R A C
K
#
5
WALL
PROP. RET. P R O
P .
R O
W
EXIST GROUND LINE
(R
E
M A I N )
E
X I S
T
.
B
U I L D
I NG
(R
E
M OV
E
)
E
X I S
T
.
F
E
N C E
8:1
WALKWAY
PROP.
(R
E
M OV
E
)
E
X
I S
T
.
F
E
N C E

7
0
3
.9
91:1 708.79
700.48700.32

7
0
4
.8
9

7
0
4
.2
6

7
0
3
.9
8

7
0
3
.
9
8
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
3
/
4
/
2
0
1
6
I
:
\
P
r
o
j
e
c
t
s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

M o
d
e
l
s

a
n
d

S
h
e
e
t
s
\
0
4
_
C
K
_
T
r
a
c
k
_
R
a
i
l
\
4
0
1
5
1
5
6
_
T
R
K
_
X
P
L
_
1
A
.
d
g
n
b
l
i
n
d
j
e
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
700 700
710 710
720 720
730 730
690 690
124+00.00
700 700
710 710
720 720
730 730
690 690124+50.00
700 700
710 710
720 720
730 730
690 690125+00.00
X-8
5 10
P-2918F
-TRK5-
STAGE 1
CONSTRUCTION (BY OTHERS)
TO BE REMOVED PRIOR TO
EXISTING CONTAMINATED SOILS
P R O
P .
F E N
C
E
P R O
P .
F E N
C
E
C
/L
P R O
P .
T R A C
K
#
5
C
/L
P R O
P .
T R A C
K
#
6
C
/L
P R O
P .
T R A C
K
#
7
40:1 40:1
PROP. ACCESS ROAD
WALL
PROP. RET.
E
X
I S
T
.
N S
R

R
/
W
(B Y
O
T H
E R S )
C
/L
F U
T U R E
T R A C
K
2:1
2:
1
P R O
P .
R O
W
EXIST GROUND LINE
(R
E
M OV
E
)
E
X
I S
T
.
F
E
N C E
(R
E
M OV
E
)
E
X I S
T
.
F
E
N C E

7
0
3
.6
4
BUILDING
FOR PROP.
PROP. FFE
1:150:1
708.99
700.15
711.21
700.35 4
2:1 703.35
P R O
P .
F E N
C
E
C
/L
P R O
P .
T R A C
K
#
5
C
/L
P R O
P .
T R A C
K
#
6
C
/L
P R O
P .
T R A C
K
#
7
40:1 1:1 2:1
E
X I S
T
.
N
S
R

R
/
W
40:1
P R O
P .
F E N
C
E
8:1
WALL
PROP. RET.
P R O
P .
R O
W
EXIST GROUND LINE
(R
E
M OV
E
)
E
X I S
T
.
F
E
N C E
(R
E
M OV
E
)
E
X
I S
T
.
F
E
N
C
E

7
0
3
.0
2
BUILDING
FOR PROP.
PROP. FFE
2:
1
50:11:1
50
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
PROP. 10'
710.71
699.58
2:1
699.96
2:
1
713.62
50:1
698.76
702.26
P R O
P .
F E N
C
E
C
/L
P R O
P .
T R A C
K
#
6
C
/L
P R O
P .
T R A C
K
#
7
1:1 40:1 1:1 2:1
WALL
PROP. RET.
E
X I S
T
.
N
S
R

R
/
W
40:1
P R O
P .
F E N
C
EPRO
P .
R O
W
EXIST GROUND LINE

7
0
2
.
3
9
C
/L
P R O
P .
T R A C
K
#
5
BUILDING
FOR PROP.
PROP. FFE
2:
1
8:150:1
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
PROP. 10'
714.10
699.24
2:150:1
698.14699.76
716.43
701.64

7
0
3
.6
3

7
0
3
.6
3

7
0
3
.0
1

7
0
3
.0
1

7
0
2
.4
2

7
0
2
.
4
2
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
3
/
4
/
2
0
1
6
I
:
\
P
r
o
j
e
c
t
s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

M o
d
e
l
s

a
n
d

S
h
e
e
t
s
\
0
4
_
C
K
_
T
r
a
c
k
_
R
a
i
l
\
4
0
1
5
1
5
6
_
T
R
K
_
X
P
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_
1
A
.
d
g
n
b
l
i
n
d
j
e
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
700 700
710 710
720 720
730 730
690 690125+07.33
700 700
710 710
720 720
730 730
690 690125+50.00
700 700
710 710
720 720
730 730
690 690126+00.00
X-9
5 10
P-2918F
-TRK5-
STAGE 1
CONSTRUCTION (BY OTHERS)
TO BE REMOVED PRIOR TO
EXISTING CONTAMINATED SOILS
2:11:1C
/L
P R O
P .
T R A C
K
#
6
C
/L
P R O
P .
T R A C
K
#
7
1:1
4' DIAMETER
PRECAST MANHOLE
NCDOT STD. 840.52
EXISTING 18" RCP
APPROX. INV ELEV. = 715.28
P R O
P .
F E N
C
EPRO
P .
F E N
C
E
E
X I S
T
.
N S
R

R
/
W
EXIST GROUND LINE
(R
E
M OV
E
)
E
X I S
T
.
B
U I L D
I NG

7
0
2
.
3
0
C
/L
P R O
P .
T R A C
K
#
5
8:1
2:
1
50:1
4' DIAMETER
PRECAST MANHOLE
NCDOT STD. 840.52
717.80MATCH EXISTING GRADE
718.20 +/-
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
PROP. 10'
714.00
699.19
701.84 700.83 700.71 PROPOSED 18" RCP
699.68
2:
1
2:150:1
698.04
CIVIL SITE PLANS
BUILDING GENERAL
WITH PROPOSED
COORDINATE
PROP. RET. WALLGENERAL CIVIL SITE PLANS
PROPOSED BUILDING
COORDINATE WITH
FROM OFFICE BUILDING
PROPOSED 18" RCP
701.55
P R O
P .
F E N
C
E
P R O
P .
F E N
C
E
C
/L
P R O
P .
T R A C
K
#
6
C /L
P R O
P .
T R A C
K
#
7
1:140:1 1:1
E
X
I S
T
.
N S
R

R
/
W
40:1
2:1 EXIST GROUND LINE
(R
E
M A I N )
E
X I S
T
.
B
U
I L D I N
G
C
/L
P R O
P .

T R A C
K
#
5

7
0
1
.
7
7
8:1
2:
1
50:1
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
PROP. 10'
712.17
698.91
2:1 50:1
697.51
699.25
2:
1
717.12
701.02
P R O
P .
F E N
C
E
P R O
P .
F E N
C
E
1:1 40:1 1:1
E
X
I S
T
.
N S
R

R
/
W
40:1
2:1 EXIST GROUND LINEC
/L
P R O
P .
T R A C
K
#
5
C
/L
P R O
P .
T R A C
K
#
6
C
/L
P R O
P .
T R A C
K
#
7

7
0
1
.14
8:1
2:
1
50:1
8
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
PROP. 10'
710.56
698.58
2:1
698.73
2:
1
716.57
696.89
50:1
CONCRETE CATCH BASIN
NCDOT STD. 840.02 52
700.39

7
0
2
.3
7

7
0
2
.3
9

7
0
1
.8
3

7
0
1
.8
4

7
0
1
.2
3

7
0
1
.2
7
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
3
/
4
/
2
0
1
6
I
:
\
P
r
o
j
e
c
t
s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

M o
d
e
l
s

a
n
d

S
h
e
e
t
s
\
0
4
_
C
K
_
T
r
a
c
k
_
R
a
i
l
\
4
0
1
5
1
5
6
_
T
R
K
_
X
P
L
_
1
A
.
d
g
n
b
l
i
n
d
j
e
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
700 700
710 710
720 720
730 730
690 690126+50.00
700 700
710 710
720 720
730 730
740 740
690 690
127+00.00
700 700
710 710
720 720
730 730
690 690
127+50.00
X-10
5 10
P-2918F
-TRK5-
STAGE 1
CONSTRUCTION (BY OTHERS)
TO BE REMOVED PRIOR TO
EXISTING CONTAMINATED SOILS
P R O
P .
F E N
C
E
P R O
P .
F E N
C
E
C
/L
P R O
P .
T R A C
K
#
5
C
/L
P R O
P .
T R A C
K
#
6
C
/L
P R O
P .
T R A C
K
#
7
1:1 40:1 1:1
E
X I S
T
.
N S
R

R
/
W
40:1
2:1 EXIST GROUND LINE

7
0
0
.5
2
8:1
2:
1
50:1
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
PROP. 10'
709.89
698.24
710.00
708.00
710.71
2:150:1
698.22
696.33
699.77
P R O
P .
F E N
C
E
P R O
P .
F E N
C
E
C
/L
P R O
P .
T R A C K
#
5
C
/L
P R O
P .
T R A C
K
#
6
C
/L
P R O
P .
T R A C
K
#
7
1:1 40:1 1:1
E
X I S
T
.
N
S
R

R
/
W
40:1
2:1 EXIST GROUND LINE
(R
E
M A I N
)
E
X
I S
T
.
F
E
N C E

6
9
9
.9
0
2:
1
8:150:1
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
PROP. 10'
709.03
697.91
707.00
702.00
2:1
2:
1
697.71
50:1
709.92
BERM
PROP. 5'
695.64
699.14
P R O
P .
F E N
C
E
P R O
P .
F E N
C
E
C
/L
P R O
P .
T R A C
K
#
5
C
/L
P R O
P .
T R A
C
K
#
6
C
/L
P R O
P .
T R A
C
K
#
7
1:1 40:1 1:1
E
X I S
T
.
N
S
R

R
/
W
40:1
2:1 EXIST GROUND LINE
(R
E
M A I N )
E
X I S
T
.
W A LL
(R
E
M A I N )
E
X I S
T
.
F
E
N
C E

6
9
9
.3
2
8:1
2:
1
50:1
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
PROP. 10'705.60
697.58
702.00
707.00
2:150:1
695.07
2:
1
697.19
708.65
BERM
PROP. 5'
698.57

7
0
0
.
6
4

7
0
0
.7
0

7
0
0
.0
5

7
0
0
.13

6
9
9
.4
5

6
9
9
.5
3
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
3
/
4
/
2
0
1
6
I
:
\
P
r
o
j
e
c
t
s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

M o
d
e
l
s

a
n
d

S
h
e
e
t
s
\
0
4
_
C
K
_
T
r
a
c
k
_
R
a
i
l
\
4
0
1
5
1
5
6
_
T
R
K
_
X
P
L
_
1
A
.
d
g
n
b
l
i
n
d
j
e
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
700 700
710 710
720 720
690 690128+00.00
700 700
710 710
720 720
690 690
128+50.00
690 690
700 700
710 710
720 720
129+00.00
690 690
700 700
710 710
720 720
129+50.00
X-11
5 10
P-2918F
-TRK5-
STAGE 1CONSTRUCTION (BY OTHERS)
TO BE REMOVED PRIOR TO
EXISTING CONTAMINATED SOILS
P R O
P .
F E N
C
E
P R O
P .
F E N
C E
C
/L
P R O
P .
T R A C
K
#
5
C
/L
P R O
P .
T R A C
K
#
6
C
/L
P R O
P .
T R A C
K
#
7
1:1 40:1 1:1
E
X
I S
T
.
N S
R

R
/
W
40:1
2:1
EXIST GROUND LINE
(R
E
M OV
E
)
E
X
I S
T
.
F
E
N C E

6
9
8
.9
0
8:1
2:
1
50:1
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
PROP. 10'
702.45
697.24
707.00
702.00
2:150:1
694.64
696.68
2:
1
707.88
BERM
PROP. 5'
CONCRETE CATCH BASIN
NCDOT STD. 840.02 12 54
698.15
P R O
P .
F E N
C
E
P R O
P .
F E N
C
E
C
/L
P R O
P .
T R A C
K
#
5
C
/L
P R O
P .
T R A C
K
#
6
C
/L
P R O
P .
T R A C
K
#
7
1:140:1 1:1
E
X
I S
T
.
N S
R

R
/
W
40:1
(B Y
O
T H
E R S
)
C
/L
F U
T U
R E
T R A C
K
2:1
EXIST GROUND LINE
(R
E
M OV
E
)
E
X I S
T
.
F
E
N C E

6
9
8
.6
3
8:12:
1
702.00
50:1
707.00
DROP INLET
TRAFFIC BEARING GRATED
NCDOT STD. 840.36
705.00
ELEV. 702.00
1" ORIFICE @
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
PROP. 10'
701.00
696.91
696.26 696.16
696.16
2:
1
707.00
2:150:1
HDPE - TYPICAL
& PERFORATED
6" SMOOTH WALL
BERM
PROP. 5'
694.49
PROPOSED 18" RCP
697.88
C
/L
P R O
P .
T R A C
K
#
5
C
/L
P R O
P .
T R A C
K
#
6
C
/L
P R O
P .
T R A
C
K
#
7
40:1 1:1
E
X
I S
T
.
N S
R

R
/
W
40:1
(B Y
O
T H
E R S )
C
/L
F U T U
R E
T R A C
K
P R O
P .
F E N
C
E
EXIST GROUND LINE
(R
E
M OV
E
)
E
X
I S
T
.
F
E
N
C
E

6
9
8
.
5
2
8:1
2:
1
50:1
56
TYPICAL
CLEANOUT
PIPE
HDPE HEADER
6" SMOOTH WALL
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
PROP. 10'
700.39
693.83
1.5:12:12:
1
695.65
702.10
50:1
694.34
696.58
697.97
P R O
P .

F E N
C
E
C
/L
P R O
P .
T R A C
K
#
5
C
/L
P R O
P .
T R A C
K
#
6
1:1 40:1
E
X
I S
T
.
N S
R

R
/
W
40:1
(R
E
M OV
E
)
E
X I S
T
.
F
E
N C E
(B Y
O
T H
E R S )
C
/L
F U
T U R E
T R A C
K
C
/L
P R O
P .
T R A C
K
#
7
1:1 EXIST GROUND LINE
(R
E
M OV
E
)
E
X I S
T
.
F
E
N
C
E

6
9
8
.5
2
45:1
BY OTHERS
OIL-WATER SEPARATOR
@ 1.0% TYPICAL
DISCHARGE PIPE
6" DIP DRIP PAN
HDPE - TYPICAL
& PERFORATED
6" SMOOTH WALL
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
PROP. 10'
1.5:1
8:1
2:
1
693.68
2:1
695.18
2:
1
702.06
50:1
694.19
696.69
697.84

6
9
8
.9
9

6
9
9
.0
5

6
9
8
.6
9

6
9
8
.7
2

6
9
8
.
5
4

6
9
8
.5
5

6
9
8
.5
2

6
9
8
.5
2
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
3
/
4
/
2
0
1
6
I
:
\
P
r
o
j
e
c
t
s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

M o
d
e
l
s

a
n
d

S
h
e
e
t
s
\
0
4
_
C
K
_
T
r
a
c
k
_
R
a
i
l
\
4
0
1
5
1
5
6
_
T
R
K
_
X
P
L
_
1
A
.
d
g
n
b
l
i
n
d
j
e
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
690 690
700 700
710 710
680 680129+85.69
690 690
700 700
710 710
720 720
680 680
130+00.00
690 690
700 700
710 710
720 720
730 730
130+50.00
X-12
5 10
P-2918F
-TRK5-
STAGE 1
CONSTRUCTION (BY OTHERS)
TO BE REMOVED PRIOR TO
EXISTING CONTAMINATED SOILS
C
/L
P R O
P .
T R A C
K
#
7
40:1
C
/L
P R O
P .
T R A
C
K
#
6
1:140:1
EXISTING 48" RCP (TO REMAIN)
P R O
P .
F E N
C
E E
X I S
T
.
N S
R

R
/
W
EXIST GROUND LINE
(R
E
M OV
E
)
E
X I S
T
.
F
E
N
C E

6
9
8
.5
2C
/L
P R O
P .

T R A C
K
#
5
41.5:1
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
PROP. 10'
699.99
1.5:1
8:1
2:
1
693.57
2:1 50:12:
1
694.85
701.91
694.08
EXISTING 48" RCP (TO REMAIN) - APPROX. LOCATION
696.76
697.75
C /
L
E
X I S
T
.
M A I N

T
R
A C K
C
/L
P R O
P .
T R A
C
K
#
5
C
/L
P R O
P .
T R A
C
K
#
6
40:1 1:1
E
X
I S
T
.
N S
R

R
/
W
40:1
(R
E
M OV
E
)
E
X I S
T
.
F
E
N C E
(B Y
O
T H
E R S
)
C
/L
F U
T U
R E
T R A C
K
P R O
P .
F E N
C
E
C
/L
P R O
P .
T R A C
K
#
7
EXIST GROUND LINE

6
9
8
.5
2
8:140:1
16
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
PROP. 10'
1.5:1
2:
1
693.53
701.92
2:1
694.72
2:
1
50:1
CONCRETE CATCH BASIN
NCDOT STD. 840.02
694.04
696.79
697.72
P R O
P .
F E N
C
E
E
X I S
T
.
B
U I L D I NG
C /
L
E
X I S
T
.
M A I N
T
R
A C
K
E
X I S
T
.
F
E
N C E
C
/L
P R O
P .
T R A C
K
#
5
C
/L
P R O
P .
T R A C
K
#
6
40:1 1:1
E
X
I S
T
.
N S
R

R
/
W
40:1
(B Y
O
T H
E R S )
C
/L
F U T U
R E
T R A C
K
EXIST GROUND LINE
(R
E
M OV
E
)
E
X I S
T
.
F
E
N C E

6
9
8
.5
2
8:135:1
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
TEMP. 10'
1.5:1
2:
1
693.38694.25
2:
1
701.99
2:1 50:1
693.89
696.90
697.84

6
9
8
.
5
2

6
9
8
.
5
2

6
9
8
.5
2

6
9
8
.5
2

6
9
8
.5
2
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
3
/
4
/
2
0
1
6
I
:
\
P
r
o
j
e
c
t
s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

M o
d
e
l
s

a
n
d

S
h
e
e
t
s
\
0
4
_
C
K
_
T
r
a
c
k
_
R
a
i
l
\
4
0
1
5
1
5
6
_
T
R
K
_
X
P
L
_
1
A
.
d
g
n
b
l
i
n
d
j
e
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
690 690
700 700
710 710
720 720
730 730
680 680
131+00.00
690 690
700 700
710 710
720 720
730 730
131+50.00
700 700
710 710
720 720
730 730
690 690
132+00.00
X-13
5 10
P-2918F
-TRK5-
STAGE 1
CONSTRUCTION (BY OTHERS)
TO BE REMOVED PRIOR TO
EXISTING CONTAMINATED SOILS
P R O
P .
F E N
C
E
C /
L
E
X I S
T
.
M A I N

T
R
A C
K
C
/L
P R O
P .
T R A C
K
#
5
C
/L
P R O
P .
T R A C
K
#
6
1:140:1 1:1
E
X
I S
T
.
N S
R

R
/
W
40:1
(R
E
M OV
E
)
E
X
I S
T
.
F
E
N C E
(B Y
O
T H
E R S )
C
/L
F U
T U R E
T R A C
K
P R O
P .
R O
W
EXIST GROUND LINE
(R
E
M OV
E
)
E
X I S
T
.
F
E
N C E

6
9
8
.
5
2
8:1
30:1
18
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
TEMP. 10'
1.5:1
2:
1
693.23693.79
2:
1
703.15
2:1 50:1
693.74 58
697.01
697.97
P R O
P .
F E N
C
E
C /
L
E
X I S
T
.
M A I N
T
R
A C
K
C
/L
P R O
P .
T R A C
K
#
5
C
/L
P R O
P .
T R A C
K
#
6
40:1 1:1
E
X
I S
T
.
N S
R

R
/
W
40:1
(R
E
M OV
E
)
E
X
I S
T
.
B
U I L D
I NG
(R
E
M OV
E
)
E
X I S
T
.
B
U I L D I NG
(B Y
O
T H
E R S )
C
/L
F U T U R E
T R A C
K
P R O
P .
R O
W
EXIST GROUND LINE
(R
E
M OV
E
)
E
X I S
T
.
F
E
N
C E

6
9
8
.
5
2
8:1
25:1
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
TEMP. 10'
706.29
1.5:1
2:
1
693.08
SIDEWALK
PROP. 10'
2:1
50:1
693.32
2:
1 50:1
693.59
697.11
697.84
C /
L
E
X
I S
T
.
M A I N
T
R
A C K
C
/L
P R O
P .
T R A C
K
#
5
C
/L
P R O
P .
T R A C
K
#
6
1:1
E
X I S
T
.
N S
R

R
/
W
40:140:1
(R
E
M OV
E
)
E
X
I S
T
.
F
E
N C E
(R
E
M OV
E
)
E
X I S
T
.
B
U I L D
I NG
(R
E
M OV
E
)
E
X
I S
T
.
B
U I L D
I NG
(B Y
O
T H E R S )
C
/L
F U
T U
R E
T R A C
K
P R O
P .
F E N
C
E
P R O
P .
R O
W
EXIST GROUND LINE
(R
E
M A I N )
E
X I S
T
.
B
U
I L D I N
G
(R
E
M OV
E
)
E
X
I S
T
.
F
E
N
C
E

6
9
8
.
5
2
8:1
20:1
22
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
TEMP. 10'
1.5:1
692.93
50:150:1
2:1
692.86
2:
1
706.72
CONCRETE CATCH BASIN
NCDOT STD. 840.02
693.44
697.22
697.72

6
9
8
.
5
2

6
9
8
.
5
2

6
9
8
.
5
2
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
3
/
4
/
2
0
1
6
I
:
\
P
r
o
j
e
c
t
s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

M o
d
e
l
s

a
n
d

S
h
e
e
t
s
\
0
4
_
C
K
_
T
r
a
c
k
_
R
a
i
l
\
4
0
1
5
1
5
6
_
T
R
K
_
X
P
L
_
1
A
.
d
g
n
b
l
i
n
d
j
e
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
700 700
710 710
720 720
730 730
690 690
132+50.00
700 700
710 710
720 720
730 730
690 690
133+00.00
690 690
700 700
710 710
720 720
730 730
133+50.00
X-14
5 10
P-2918F
-TRK5-
STAGE 1
CONSTRUCTION (BY OTHERS)
TO BE REMOVED PRIOR TO
EXISTING CONTAMINATED SOILS
P R O
P .
F E N
C
E
C /
L
E
X I S
T
.
M A I N
T
R
A C
K
C
/L
P R O
P .
T R A C
K
#
5
C
/L
P R O
P .
T R A
C
K
#
6
40:1 1:1
E
X I S
T
.
N S
R

R
/
W
40:1
(R
E
M OV
E
)
E
X I S
T
.
B
U
I L D I N
G
(R
E
M OV
E
)
E
X I S
T
.
B
U I L D I NG
(R
E
M OV
E
)
E
X I S
T
.
F
E
N C E
(B Y
O
T H
E R S )
C
/L
F U
T U R E
T R A C
K
P R O
P .
R O
W
EXIST GROUND LINE
(R
E
M OV
E
)
E
X
I S
T
.
F
E
N
C
E

6
9
8
.
5
2
8:115:1
62
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
TEMP. 10'
692.78
1.5:1
2:1
50:1
2:
1
692.39
707.64
693.29
697.05
697.84
P R O
P .
F E N
C
E
C /
L
E
X I S
T
.
M A I N

T
R
A C K
40:1 1:1
E
X
I S
T
.
N S
R

R
/
W
40:1
(B Y
O
T H
E R S
)
C
/L
F U
T U
R E
T R A C
KPRO
P .

R O
W
EXIST GROUND LINE
(R
E
M A I N )
E
X I S
T
.
B
U I L D I N
G

6
9
8
.
5
2
C
/L
P R O
P .
T R A C
K
#
6
C
/L
P R O
P .
T R A C
K
#
5
8:1
20:1
24
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
TEMP. 10'
706.09
712.75
1.5:1
2:
1
692.63
2:1
50:1
2:
1
691.93 693.14
697.00
697.97
P R O
P .
F E N
C
E
C /
L
E
X I S
T
.
M A I N
T
R
A C
K
40:1 1:1
E
X I S
T
.
N
S
R

R
/
W
40:1
(R
E
M OV
E
)
E
X I S
T
.
F
E
N
C E
(B Y
O
T H
E R S )
C
/L
F U T U
R E
T R A C
K
P R O
P .
R O
W
P R O
P .
R O
W
EXIST GROUND LINE
(R
E
M A I N )
E
X I S
T
.
B
U I L D I NG

6
9
8
.
5
2
C
/L
P R O
P .

T R A C
K
#
6
C
/L
P R O
P .

T R A C
K
#
5
8:1
25:1
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
TEMP. 10'704.42
712.63
1.5:1
2:
1
692.48
2:1
2:
1
691.46
50:1
692.99
696.90
697.84

6
9
8
.
5
2

6
9
8
.
5
2

6
9
8
.
5
2
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
3
/
4
/
2
0
1
6
I
:
\
P
r
o
j
e
c
t
s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

M o
d
e
l
s

a
n
d

S
h
e
e
t
s
\
0
4
_
C
K
_
T
r
a
c
k
_
R
a
i
l
\
4
0
1
5
1
5
6
_
T
R
K
_
X
P
L
_
1
A
.
d
g
n
b
l
i
n
d
j
e
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
690 690
700 700
710 710
720 720
730 730
740
680 680
134+00.00
690 690
700 700
710 710
720 720
680
134+50.00
690 690
700 700
710 710
720 720
730 730
680 680
135+00.00
X-15
5 10
P-2918F
-TRK5-
STAGE 1
CONSTRUCTION (BY OTHERS)
TO BE REMOVED PRIOR TO
EXISTING CONTAMINATED SOILS
P
R O
P .
F E N
C
E
C /
L
E
X I S
T
.
M A I N

T
R
A C K
C
/L
P R O
P .
T R A C
K
#
5
C
/L
P R O
P .

T R A C
K
#
6
40:1 1:1
E
X
I S
T
.
N S
R

R
/
W
40:1
(R
E
M OV
E
)
E
X I S
T
.
F
E
N C E
(R
E
M OV
E
)
E
X I S
T
.
F
E
N C E
(B Y
O
T H
E R S
)
C
/L
F U
T U
R E
T R A C
K
P R O
P .
R O
W
P R O
P .
R O
W
EXIST GROUND LINE
(R
E
M A I N )
E
X I S
T
.
B
U I L D I NG

6
9
8
.
5
2
8:1
30:1
28
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
TEMP. 10'
704.84
712.73
1.5:1
2:
1
692.33
50:1
2:1
2:
1
691.00
CONCRETE CATCH BASIN
NCDOT STD. 840.02
692.84 64
696.79
697.72
P R O
P .
F E N
C
E
C /
L
E
X I S
T
.
M A I N
T
R
A C
K
C
/L
P R O
P .

T R A C
K
#
5
C
/L
P R O
P .

T R A C
K
#
6
40:1 1:1
E
X
I S
T
.
N S
R

R
/
W
40:1
(R
E
M OV
E
)
E
X I S
T
.
B
U I L D
I NG
(R
E
M OV
E
)
E
X I S
T
.
F
E
N
C E
(R
E
M OV
E
)
E
X
I S
T
.
B
U I L D
I NG
(R
E
M OV
E
)
E
X I S
T
.
F
E
N C E
(B Y
O
T H
E R S )
C
/L
F U T U
R E
T R A C
K
P R O
P .
R O
W
P R O
P .
R O
W
EXIST GROUND LINE
(R
E
M OV
E
)
E
X I S
T
.
B
U
I L D I N
G

6
9
8
.
5
2
8:1
35:1
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
TEMP. 10'
711.93
1.5:1
2:
1
692.18
2:
1
690.53
2:1
50:1
692.69
696.68
697.84
P R O
P .

F E N
C
E
C /
L
E
X
I S
T
.
M A I N
T
R
A C K
40:1 1:1
E
X
I S
T
.
N S
R

R
/
W
40:1
C
/L
P
R O
P .
T R A C
K
#
6
C
/L
P R O
P .

T R A C
K
#
5
(R
E
M OV
E
)
E
X I S
T
.
F
E
N
C E
(R
E
M OV
E
)
E
X
I S
T
.
B
U I L D
I NG
(R
E
M OV
E
)
E
X
I S
T
.
F
E
N C E
(R
E
M OV
E
)
E
X
I S
T
.
B
U I L D
I NG
(B Y
O
T H E R S )
C
/L
F U
T U
R E
T R A C
K
695.35
P R O
P .
R O
W
P R O
P .
R O
W
EXIST GROUND LINE
(R
E
M OV
E
)
E
X
I S
T
.
F
E
N
C
E

6
9
8
.
5
2 702.19
8:140:1
30
68
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
TEMP. 10'
702.32
710.86
1.5:1
2:
1
692.03
50:1
2:1
690.06
2:
1
692.54
696.57
697.97

6
9
8
.
5
2

6
9
8
.
5
2

6
9
8
.
5
2
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120
120
130
130
140
140
150
150
3
/
4
/
2
0
1
6
I
:
\
P
r
o
j
e
c
t
s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

M o
d
e
l
s

a
n
d

S
h
e
e
t
s
\
0
4
_
C
K
_
T
r
a
c
k
_
R
a
i
l
\
4
0
1
5
1
5
6
_
T
R
K
_
X
P
L
_
1
A
.
d
g
n
b
l
i
n
d
j
e
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
690 690
700 700
710 710
720 720
680 680
135+50.00
690 690
700 700
710 710
720 720
680 680
136+00.00
690 690
700 700
710 710
720 720
730 730
680 680
136+50.00
X-16
5 10
P-2918F
-TRK5-
160 170 180 190
160 170 180 190
STAGE 1
CONSTRUCTION (BY OTHERS)
TO BE REMOVED PRIOR TO
EXISTING CONTAMINATED SOILS
C
/
L
E
X I S
T
.
M A I N

T
R
A C K
P R O
P .
F E N
C
E
C /
L
E
X
I S
T
.
M A I N
T
R
A C K
40:1
E
X I S
T
.
N S
R

R
/
W
40:1
C
/L
P R O
P .
T R A C
K
#
5
C
/L
P R O
P .
T R A C
K
#
6
(R
E
M OV
E
)
E
X I S
T
.
B
U I L D
I NG
1:1 (B Y
O
T H
E R S )
C
/L
F U
T U
R E
T R A C
K
P R O
P .
R O
W
P R O
P .
R O
W
EXIST GROUND LINE
(R
E
M OV
E
)
E
X I S
T
.
F
E
N C E
(R
E
M OV
E
)
E
X
I S
T
.
F
E
N C E

6
9
8
.
5
2
8:145:1
BY OTHERS
OIL-WATER SEPARATOR
@ 1.0% TYPICAL
DISCHARGE PIPE
6" DIP DRIP PAN
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
TEMP. 10'
702.74
710.11
1.5:1
2:
1
691.71
50:1
2:1
2:
1
689.60
692.39
696.47
697.84
C /
L
E
X
I S
T
.
M A I N
T
R
A C K
P R O
P .
F E N
C
E
C /
L
E
X
I S
T
.
M A I N
T
R
A C K
40:1 1:1
E
X
I S
T
.
N S
R

R
/
W
40:1
(B Y
O
T H
E R S )
C
/L
F U
T U
R E
T R A C
K
P R O
P .
R O
W
EXIST GROUND LINE
(R
E
M OV
E
)
E
X
I S
T
.
F
E
N
C
E
C
/L
P R O
P .
T R A C
K
#
5
C
/L
P R O
P .
T R A C
K
#
6
(R
E
M OV
E
)
E
X
I S
T
.
F
E
N
C
E

6
9
8
.
5
2
8:150:1
34
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
PROP. 10'
706.80
701.60
691.39
2:1
2:
1
689.13
50:1 1.5:1
1.5:1
CONCRETE CATCH BASIN
NCDOT STD. 840.02
692.24
70
697.72
C /
L
E
X I S
T
.
M A I N

T
R
A C
K
C /
L
E
X
I S
T
.
M A I N
T
R
A C K
E
X
I S
T
.
N S
R

R
/
W
(B Y
O
T H E R S )
C
/L
F U
T U
R E
T R A C
K
P R O
P .
R O
W
(R
E
M OV
E
)
E
X I S
T
.
F
E
N C E
(R
E
M A I N )
E
X I S
T
.
F
E
N
C E
1.5:1 1.5:1
687.44
699.21
700.27
707.04

6
9
8
.
5
2

6
9
8
.
5
2
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
90
90
100
100
110
110
120
120
130
130
140
140
150
150
3
/
4
/
2
0
1
6
I
:
\
P
r
o
j
e
c
t
s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

M o
d
e
l
s

a
n
d

S
h
e
e
t
s
\
0
4
_
C
K
_
T
r
a
c
k
_
R
a
i
l
\
4
0
1
5
1
5
6
_
T
R
K
_
X
P
L
_
1
A
.
d
g
n
b
l
i
n
d
j
e
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
690 690
700 700
710 710
720 720
680 680
136+73.83
690 690
700 700
710 710
680 680
137+00.00
690 690
700 700
710 710
720 720
680 680
137+50.00
X-17
5 10
P-2918F
-TRK5-
160 170 180 190 200 210 220
160 170 180 190 200 210 220
STAGE 1
CONSTRUCTION (BY OTHERS)
TO BE REMOVED PRIOR TO
EXISTING CONTAMINATED SOILS
E
X I S
T
.
N
S
R

R
/
W
P R O
P .
R O
W
EXIST GROUND LINE
(R
E
M OV
E
)
E
X I S
T
.
F
E
N
C E
(R
E
M A I N )
E
X I S
T
.
F
E
N
C E
(R
E
M A I N )
E
X I S
T
.
B
U I L D I N
G
1.5:1 1.5:1
687.17
701.58
700.08
C
/
L
E
X I S
T
.
M A I N
T
R
A C K
C /
L
E
X
I S
T
.
M A I N
T
R
A C K
E
X
I S
T
.
N S
R

R
/
W
(B Y
O
T H
E R S )
C
/L
F U T U
R E
T R A C
KPRO
P .
R O
W
EXIST GROUND LINE
(R
E
M OV
E
)
E
X I S
T
.
F
E
N C E
(R
E
M A I N )
E
X I S
T
.
F
E
N C E
(R
E
M A I N )
E
X I S
T
.
B
U
I L D I N
G
1.5:1 1.5:1
699.54
686.87
701.93
C /
L
E
X I S
T
.
M A I N

T
R
A C
K
C /
L
E
X I S
T
.
M A I N
T
R
A C K
E
X I S
T
.
N
S
R

R
/
W
(B Y
O
T H
E R S )
C /L
F U
T U
R E
T R A C
K
P R O
P .
R O
W
EXIST GROUND LINE (R
E
M OV
E
)
E
X
I S
T
.
F
E
N C E
(R
E
M A I N )
E
X
I S
T
.
F
E
N C
E
1.5:1 1.5:1
698.12
686.29
703.15
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
90
90
100
100
110
110
120
120
130
130
140
140
150
150
3
/
4
/
2
0
1
6
I
:
\
P
r
o
j
e
c
t
s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

M o
d
e
l
s

a
n
d

S
h
e
e
t
s
\
0
4
_
C
K
_
T
r
a
c
k
_
R
a
i
l
\
4
0
1
5
1
5
6
_
T
R
K
_
X
P
L
_
1
A
.
d
g
n
b
l
i
n
d
j
e
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
690 690
700 700
710 710
720 720
680 680
138+00.00
690 690
700 700
710 710
720 720
680 680
138+50.00
690 690
700 700
710 710
720 720
680 680
139+00.00
X-18
5 10
P-2918F
-TRK5-
160
160
170
170
180
180
190
190
200
200
210
210
220
220
STAGE 1
CONSTRUCTION (BY OTHERS)
TO BE REMOVED PRIOR TO
EXISTING CONTAMINATED SOILS
C /
L
E
X
I S
T
.
M A I N
T
R
A C K
C /
L
E
X
I S
T
.
M A I N
T
R
A C K
E
X
I S
T
.
N S
R

R
/
W
(B Y
O
T H
E R S )
C
/L
F U T U
R E
T R A C
K
P R O
P .
R O
W
EXIST GROUND LINE
(R
E
M OV
E
)
E
X I S
T
.
F
E
N
C E
(R
E
M A I N )
E
X I S
T
.
F
E
N C E
1.5:1
1.5:1
693.03
706.27
685.72
C
/
L
E
X I S
T
.
M A I N
T
R
A C K
C /
L
E
X I S
T
.
M A I N
T
R
A C K
E
X I S
T
.
N
S
R

R
/
W
(B Y
O
T H
E R S )
C
/L
F U T U
R E
T R A C
K
P R O
P .
R O
W
EXIST GROUND LINE
(R
E
M OV
E
)
E
X
I S
T
.
F
E
N
C
E
1.5:1
1.5:1690.02
685.15
707.38
C
/
L
E
X I S
T
.
M A I N

T
R
A C K
C /
L
E
X I S
T
.
M A I N
T
R
A C K
E
X
I S
T
.
N S
R

R
/
W
(R
E
M OV
E
)
E
X
I S
T
.
F
E
N C E
(B Y
O
T H
E R S )
C
/L
F U T U
R E
T R A C
K
P R O
P .
R O
W
EXIST GROUND LINE
(R
E
M OV
E
)
E
X I S
T
.
F
E
N C E
1.5:1
1.5:1 690.00
684.57
706.61
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
90
90
100
100
110
110
120
120
130
130
140
140
150
150
3
/
4
/
2
0
1
6
I
:
\
P
r
o
j
e
c
t
s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

M o
d
e
l
s

a
n
d

S
h
e
e
t
s
\
0
4
_
C
K
_
T
r
a
c
k
_
R
a
i
l
\
4
0
1
5
1
5
6
_
T
R
K
_
X
P
L
_
1
A
.
d
g
n
b
l
i
n
d
j
e
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
690 690
700 700
710 710
720 720
680 680
139+50.00
690 690
700 700
710 710
720 720
680 680
139+65.20
690 690
700 700
710 710
720 720
680 680
140+00.00
X-19
5 10
P-2918F
-TRK5-
160 170 180 190 200 210 220
160 170 180 190 200 210 220
STAGE 1
CONSTRUCTION (BY OTHERS)
TO BE REMOVED PRIOR TO
EXISTING CONTAMINATED SOILS
C /
L
E
X I S
T
.
M A I N

T
R
A C
KE
X I S
T
.
N S
R

R
/
W
(R
E
M OV
E
)
E
X I S
T
.
B
U I L D I NG
(B Y
O
T H
E R S )
C
/L
F U
T U R E
T R A C
K
P R O
P .
R O
W
EXIST GROUND LINE
(R
E
M OV
E
)
E
X I S
T
.
B
U I L D I N
G
(R
E
M OV
E
)
E
X
I S
T
.
F
E
N
C
E
1.5:1 1.5:1
697.11
689.66
684.00
E
X I S
T
.
N
S
R

R
/
W
P R O
P .
R O
W
EXIST GROUND LINE
(R
E
M OV
E
)
E
X I S
T
.
F
E
N C E
(R
E
M OV
E
)
E
X I S
T
.
B
U I L D I N
G(R
E
M OV
E
)
E
X I S
T
.
B
U I L D
I NG
1.5:1
1.5:1 689.76
683.83
698.81
E
X I S
T
.
N S
R

R
/
W
(R
E
M OV
E
)
E
X I S
T
.
B
U I L D I N
G
(B Y
O
T H
E R S )
C
/L
F U
T U
R E
T R A C
KPRO
P .
R O
W
EXIST GROUND LINE
(R
E
M OV
E
)
E
X
I S
T
.
F
E
N C E
(R
E
M OV
E
)
E
X I S
T
.
B
U I L D I NG
1.5:1
1.5:1689.19
696.32
683.43
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
90
90
100
100
110
110
120
120
130
130
140
140
150
150
3
/
4
/
2
0
1
6
I
:
\
P
r
o
j
e
c
t
s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

M o
d
e
l
s

a
n
d

S
h
e
e
t
s
\
0
4
_
C
K
_
T
r
a
c
k
_
R
a
i
l
\
4
0
1
5
1
5
6
_
T
R
K
_
X
P
L
_
1
A
.
d
g
n
b
l
i
n
d
j
e
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
690 690
700 700
710 710
720 720
680 680140+18.00
690 690
700 700
710 710
720 720
680 680
140+50.00
690 690
700 700
710 710
720 720
680 680140+72.48
X-20
5 10
P-2918F
-TRK5-
160 170 180 190 200 210 220
160 170 180 190 200 210 220
STAGE 1
CONSTRUCTION (BY OTHERS)
TO BE REMOVED PRIOR TO
EXISTING CONTAMINATED SOILS
E
X
I S
T
.
N S
R

R
/
W
P R O
P .
R O
W
EXIST GROUND LINE
(R
E
M OV
E
)
E
X
I S
T
.
B
U I L D
I NG
(R
E
M OV
E
)
E
X I S
T
.
B
U I L D I N
G
(R
E
M OV
E
)
E
X I S
T
.
F
E
N
C E
1.5:1
1.5:1689.00
694.93
683.22
P R O
P .
F E N
C
E
E
X I S
T
.
N S
R

R
/
W
(R
E
M OV
E
)
E
X I S
T
.
B
U I L D I N
G
(R
E
M OV
E
)
E
X I S
T
.
B
U I L D I N
G
(B Y
O
T H
E R S )
C
/L
F U
T U
R E
T R A C
K
P R O
P .
R O
W
EXIST GROUND LINE
(R
E
M OV
E
)
E
X
I S
T
.
F
E
N C E
694.44
1.5:1 1.5:1688.72
694.00
682.86
E
X
I S
T
.
N S
R

R
/
W
P R O
P .
R O
W
P R O
P .
R O
W
EXIST GROUND LINE
(R
E
M OV
E
)
E
X
I S
T
.
B
U I L D
I NG
(R
E
M OV
E
)
E
X
I S
T
.
B
U I L D
I NG
(R
E
M A I N )
E
X I S
T
.
B
U I L D I NG
(R
E
M OV
E
)
E
X I S
T
.
F
E
N C E
2:1
692.90
688.83
682.61
692.91
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
3
/
4
/
2
0
1
6
I
:
\
P
r
o
j
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c
t
s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

M o
d
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l
s

a
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d

S
h
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s
\
0
4
_
C
K
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r
a
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k
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a
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1
5
1
5
6
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T
R
K
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1
B
.
d
g
n
b
l
i
n
d
j
e
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
700 700
710 710
690 690
116+00.00
710 710
720 720
700 700
116+50.00
710 710
720 720
700 700
117+00.00
X-21
5 10
P-2918F
-TRK5-
STAGE 2
CONSTRUCTION (BY OTHERS)
TO BE REMOVED PRIOR TO
EXISTING CONTAMINATED SOILS
C /
L
E
X I S
T
.
M A I N

T
R
A C K
C /
L
E
X
I S
T
.
M A I N
T
R
A C K
(T
O
R
E
M A I N )
C /
L
E
X
I S
T
.
S
I D
I NG

T
R
A C
K
(B Y
O
T H
E R S )
C
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F U T U
R E
T R A C
K
E
X
I S
T
.
N S
R

R
/
W
C /
L
E
X
I S
T
.
M A I N
T
R
A C K
C /
L
E
X
I S
T
.
M A I N
T
R
A C K
REQUESTED
SURVEY
ADDITIONAL
(B Y
O
T H
E R S )
C
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F U
T U
R E
T R A C
K
E
X I S
T
.
N
S
R

R
/
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C
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P R O
P .
T R A C
K
#
5
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B
E

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H
I F
T
E
D
)
C /
L
E
X I S
T
.
S
I D I N
G

T
R
A C K
EXIST GROUND LINE

7
0
7
.9
4
C /
L
E
X
I S
T
.
M A I N
T
R
A C K
C /
L
E
X
I S
T
.
M A I N
T
R
A C K
(B Y
O
T H
E R S )
C
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F U
T U
R E
T R A C
K
E
X I S
T
.
N S
R

R
/
W
C
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P R O
P .
T R A C
K
#
5
(T
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B
E

S
H
I F
T
E
D
)
C /
L
E
X I S
T
.
S
I D I N
G

T
R
A C K
EXIST GROUND LINE
REQUESTED
SURVEY
ADDITIONAL

7
0
7
.6
5
TO DRAIN TYPICAL.
LOCATION. GRADE AREA
INLET - APPROX.
EXISTING DRAINAGE
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
3
/
4
/
2
0
1
6
I
:
\
P
r
o
j
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c
t
s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
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9
0
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C
A
D

M o
d
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l
s

a
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d

S
h
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\
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4
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C
K
_
T
r
a
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a
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5
1
5
6
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T
R
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P
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_
1
B
.
d
g
n
b
l
i
n
d
j
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8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
710 710
720 720
730 730
740 740
750 750
760 760
700 700
117+50.00
710 710
720 720
730 730
740 740
750 750
760 760
700 700
118+00.00
X-22
5 10
P-2918F
-TRK5-
STAGE 2
CONSTRUCTION (BY OTHERS)
TO BE REMOVED PRIOR TO
EXISTING CONTAMINATED SOILS
C
/
L
E
X I S
T
.
M A I N
T
R
A C K
C /
L
E
X I S
T
.
M A I N
T
R
A C K
REQUESTED
SURVEY
ADDITIONAL
(B Y
O
T H
E R S )
C
/L
F U
T U
R E
T R A C
K
E
X
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T
.
N S
R

R
/
W
E
X
I S
T
.
N S
R

R
/
W
C
/L
P R O
P .
T R A C
K
#
5
(T
O
B
E

S
H
I F
T
E
D )
C
/
L
E
X I S
T
.
S
I D I NG

T
R
A C K
EXIST GROUND LINE

7
0
7
.4
9
C /
L
E
X
I S
T
.
M A I N
T
R
A C K
C
/
L
E
X I S
T
.
M A I N
T
R
A C K
REQUESTED
SURVEY
ADDITIONAL
(B Y
O
T H
E R S )
C
/L
F U
T U
R E
T R A C
K
E
X
I S
T
.
N S
R

R
/
W
E
X
I S
T
.
N S
R

R
/
W
(T
O
B
E

S
H
I F
T
E
D
)
C
/
L
E
X I S
T
.
S
I D I N
G

T
R
A C K
C
/L
P R O
P .
T R A C
K
#
5
EXIST GROUND LINE

7
0
7
.
4
6
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
3
/
4
/
2
0
1
6
I
:
\
P
r
o
j
e
c
t
s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

M o
d
e
l
s

a
n
d

S
h
e
e
t
s
\
0
4
_
C
K
_
T
r
a
c
k
_
R
a
i
l
\
4
0
1
5
1
5
6
_
T
R
K
_
X
P
L
_
1
B
.
d
g
n
b
l
i
n
d
j
e
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
710 710
720 720
730 730
740 740
750 750
760 760
700 700
118+50.00
700 700
710 710
720 720
730 730
740 740
750 750
760 760
119+00.00
X-23
5 10
P-2918F
-TRK5-
STAGE 2
CONSTRUCTION (BY OTHERS)
TO BE REMOVED PRIOR TO
EXISTING CONTAMINATED SOILS
C /
L
E
X I S
T
.
M A I N

T
R
A C K
C /
L
E
X I S
T
.
M A I N

T
R
A C K
C
/L
P R O
P .
T R A C
K
#
5
REQUESTED
SURVEY
ADDITIONAL
(B Y
O
T H
E R S
)
C
/L
F U
T U
R E
T R A C
K
E
X I S
T
.
N S
R

R
/
W
E
X I S
T
.
N
S
R

R
/
W
(T
O
B
E

S
H
I F
T
E
D )
C
/
L
E
X I S
T
.
S
I D
I NG

T
R
A C
K
40:1
EXIST GROUND LINE

7
0
7
.5
1
WALL SHOWN)
TO REMAIN (CRASH
EXIST BRIDGE PIER
CRASHWALL
TO FACE OF
15.03'
NEW 15" RCP.
& REPLACE WITH
LOCATION. REMOVE
INLET - APPROX.
EXISTING DRAINAGE
705.41
C /
L
E
X I S
T
.
M A I N

T
R
A C
K
C
/
L
E
X I S
T
.
M A I N
T
R
A C K
C
/L
P R O
P .
T R A C
K
#
5
REQUESTED
SURVEY
ADDITIONAL
(B Y
O
T H
E R S )
C
/L
F U
T U
R E
T R A
C
K
E
X I S
T
.
N S
R

R
/
W
E
X
I S
T
.
N S
R

R
/
W
(T
O
B
E

S
H
I F
T
E
D )
C /
L
E
X
I S
T
.
S
I D
I NG

T
R
A C
K
40:1
EXIST GROUND LINE

7
0
7
.
5
5
WALL SHOWN)
TO REMAIN (CRASH
EXIST BRIDGE PIER
CRASHWALL
TO FACE OF
16.79'
705.25
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
3
/
4
/
2
0
1
6
I
:
\
P
r
o
j
e
c
t
s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

M o
d
e
l
s

a
n
d

S
h
e
e
t
s
\
0
4
_
C
K
_
T
r
a
c
k
_
R
a
i
l
\
4
0
1
5
1
5
6
_
T
R
K
_
X
P
L
_
1
B
.
d
g
n
b
l
i
n
d
j
e
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
700 700
710 710
720 720
730 730
740 740
750 750
690 690
119+50.00
710 710
720 720
730 730
740 740
750 750
700 700
120+00.00
X-24
5 10
P-2918F
-TRK5-
STAGE 2
CONSTRUCTION (BY OTHERS)
TO BE REMOVED PRIOR TO
EXISTING CONTAMINATED SOILS
C
/
L
E
X I S
T
.
M A I N
T
R
A C K
C /
L
E
X I S
T
.
M A I N
T
R
A C
K
C
/L
P R O
P
.
T R A C
K
#
5
REQUESTED
SURVEY
ADDITIONAL (B Y
O
T H
E R S )
C
/L
F U T U R E
T R A C
K
E
X I S
T
.
N S
R

R
/
W
E
X I S
T
.
N S
R

R
/
W
(T
O
B
E

S
H
I F
T
E
D
)
C /
L
E
X I S
T
.
S
I D I NG

T
R
A C K
40:1
EXIST GROUND LINE

7
0
7
.5
9
WALL SHOWN)
TO REMAIN (CRASH
EXIST BRIDGE PIER
CRASHWALL
TO FACE OF
18.49'
705.17
C /
L
E
X
I S
T
.
M A I N
T
R
A C K
C /
L
E
X
I S
T
.
M A I N
T
R
A C K
C
/L
P R O
P .
T R A C
K
#
5
2:1 2:
1
2:1
(B Y
O
T H E R S )
C
/L
F U
T U
R E
T R A C
K
E
X
I S
T
.
N S
R

R
/
W
E
X
I S
T
.
N S
R

R
/
W
(T
O
B
E

R
E
M OV
E
D )
C /
L
E
X
I S
T
.
S
I D
I NG

T
R
A C K
40:140:1 EXIST GROUND LINE

7
0
7
.
6
3
IN THIS AREA TYPICAL.
AREA. GRADE TO DRAIN
IS LOCATED IN THIS
DRAINAGE STRUCTURE
CONFIRM THAT A
CONTRACTOR TO
EXISTING LOW AREA.
704.50
706.622:
1
704.00
709.13
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
3
/
4
/
2
0
1
6
I
:
\
P
r
o
j
e
c
t
s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

M o
d
e
l
s

a
n
d

S
h
e
e
t
s
\
0
4
_
C
K
_
T
r
a
c
k
_
R
a
i
l
\
4
0
1
5
1
5
6
_
T
R
K
_
X
P
L
_
1
B
.
d
g
n
b
l
i
n
d
j
e
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
710 710
720 720
730 730
740 740
750 750
700 700
120+50.00
710 710
720 720
730 730
740 740
750 750
700 700
121+00.00
X-25
5 10
P-2918F
-TRK5-
STAGE 2
CONSTRUCTION (BY OTHERS)
TO BE REMOVED PRIOR TO
EXISTING CONTAMINATED SOILS
C
/
L
E
X I S
T
.
M A I N
T
R
A C K
C /
L
E
X I S
T
.
M A I N
T
R
A C K
C
/L
P R O
P .
T R A C
K
#
5
2:1
2:
1
2:1
(B Y
O
T H
E R S )
C /L
F U
T U
R E
T R A C
K
E
X I S
T
.
N
S
R

R
/
W
E
X
I S
T
.
N S
R

R
/
W
(T
O
B
E

R
E
M OV
E
D
)
C
/
L
E
X I S
T
.
S
I D I NG

T
R
A C K
40:140:1
EXIST GROUND LINE

7
0
7
.5
6
706.17
704.44
2:
1
704.50
716.46
C /
L
E
X
I S
T
.
M A I N
T
R
A C K
C /
L
E
X I S
T
.
M A I N
T
R
A C
K
C
/L
P R O
P .
T R A C
K
#
5
(B Y
O
T H
E R S )
C
/L
F U
T U R E
T R A C
K
E
X I S
T
.
N S
R

R
/
W
(T
O
B
E

R
E
M OV
E
D )
C /
L
E
X
I S
T
.
S
I D
I NG

T
R
A C K
40:140:1
EXIST GROUND LINE

7
0
7
.2
7
2:1
2:
1
WALL SHOWN)
TO REMAIN (CRASH
EXIST BRIDGE PIER
WALL SHOWN)
TO REMAIN (CRASH
EXIST BRIDGE PIER
706.00
704.14
705.73
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
3
/
4
/
2
0
1
6
I
:
\
P
r
o
j
e
c
t
s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

M o
d
e
l
s

a
n
d

S
h
e
e
t
s
\
0
4
_
C
K
_
T
r
a
c
k
_
R
a
i
l
\
4
0
1
5
1
5
6
_
T
R
K
_
X
P
L
_
1
B
.
d
g
n
b
l
i
n
d
j
e
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
700 700
710 710
720 720
730 730
740 740
690 690
121+50.00
710 710
720 720
730 730
700 700
122+00.00
700 700
710 710
720 720
730 730
122+50.00
X-26
5 10
P-2918F
-TRK5-
STAGE 2
CONSTRUCTION (BY OTHERS)
TO BE REMOVED PRIOR TO
EXISTING CONTAMINATED SOILS
C /
L
E
X I S
T
.
M A I N

T
R
A C
K
C /
L
E
X I S
T
.
M A I N

T
R
A C K
C
/L
P R O
P .
T R A C
K
#
5
2:
1 2:1
REQUESTED
SURVEY
ADDITIONAL
(B Y
O
T H
E R S
)
C
/L
F U
T U
R E
T R A C
K
E
X
I S
T
.
N S
R

R
/
W
(T
O
B
E

R
E
M OV
E
D
)
C
/
L
E
X I S
T
.
S
I D I NG

T
R
A C
K
40:1 40:1
EXIST GROUND LINE

7
0
6
.7
6
2:
1 2:1
WALL SHOWN)
TO REMAIN (CRASH
EXIST BRIDGE PIER
WALL SHOWN)
TO REMAIN (CRASH
EXIST BRIDGE PIER CRASHWALL
TO FACE OF
12.80'
706.33
703.63703.03
705.19
C /
L
E
X
I S
T
.
M A I N
T
R
A C K
C
/L
P R O
P .
T R A C
K
#
5
40:140:1
2:
1
1:1
(B Y
O
T H
E R S )
C
/L
F U
T U
R E
T R A C
K
E
X
I S
T
.
N S
R

R
/
W
(T
O
B
E

R
E
M OV
E
D )
C /
L
E
X
I S
T
.
S
I D
I NG

T
R
A C K
C
/
L
E
X I S
T
.
M A I N
T
R
A C K
C
/L
P R O
P .
T R A C
K
#
6
P R O
P .
F E N
C
E
EXIST GROUND LINE

7
0
6
.14
2
WALL
NORTH SIDE OF CRASH
INCOMING DITCH FROM
ROAD
ACCESS
PROP. 10'
708.16
702.45
2:1
703.48
2:
1
710.44
50:1
50:1
705.58
C /
L
E
X
I S
T
.
M A I N
T
R
A C K
C /
L
E
X I S
T
.
M A I N

T
R
A C K
C
/L
P R O
P .

T R A C
K
#
5
C /L
P R O
P .
T R A C
K
#
6
1:140:1 40:1
2:
1
2:1
(B Y
O
T H
E R S
)
C
/L
F U
T U
R E
T R A C
K
E
X
I S
T
.
N S
R

R
/
W
(T
O
B
E

R
E
M OV
E
D
)
C
/
L
E
X I S
T
.
S
I D
I NG

T
R
A C
K
EXIST GROUND LINE
7
0
5
.5
1
720.00
710.45 ROAD
ACCESS
PROP. 10'
708.28
701.88
2:1 50:1
702.54
2:
1
709.91
50:1
704.96

7
0
5
.5
1
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
3
/
4
/
2
0
1
6
I
:
\
P
r
o
j
e
c
t
s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

M o
d
e
l
s

a
n
d

S
h
e
e
t
s
\
0
4
_
C
K
_
T
r
a
c
k
_
R
a
i
l
\
4
0
1
5
1
5
6
_
T
R
K
_
X
P
L
_
1
B
.
d
g
n
b
l
i
n
d
j
e
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
700 700
710 710
720 720
730 730
690 690
123+00.00
700 700
710 710
720 720
730 730
690 690
123+50.00
700 700
710 710
720 720
730 730
690 690
123+71.54
X-27
5 10
P-2918F
-TRK5-
STAGE 2
CONSTRUCTION (BY OTHERS)
TO BE REMOVED PRIOR TO
EXISTING CONTAMINATED SOILS
C /
L
E
X I S
T
.
M A I N

T
R
A C
K
P R O
P .
F E N
C
E
P R O
P .
F E N
C
E
C /
L
E
X
I S
T
.
M A I N
T
R
A C K
C
/L
P R O
P .
T R A C
K
#
5
C
/L
P R O
P .
T R A C
K
#
6
40:1 40:1
2:
1
2:1
(B Y
O
T H E R S )
C
/L
F U
T U
R E
T R A C K
E
X I S
T
.
N S
R

R
/
WE
X
I S
T
.
R
/
W
(T
O
B
E

R
E
M OV
E
D )
C /
L
E
X
I S
T
.
S
I D
I NG

T
R
A C K
EXIST GROUND LINE

7
0
4
.8
91:1ROAD
ACCESS
PROP. 10'
701.30
708.20
2:1
701.61
2:
1
709.63
50:1 704.34
C /
L
E
X I S
T
.
M A I N

T
R
A C K
P R O
P .
F E N
C
E
P R O
P .
F E N
C
E
C /
L
E
X
I S
T
.
M A I N
T
R
A C K
C
/L
P R O
P .
T R A C
K
#
5
C
/L
P R O
P .

T R A C
K
#
6
40:1
2:1
WALL
PROP. RET.
(B Y
O
T H E R S )
C
/L
F U
T U
R E
T R A C K
E
X I S
T
.
N S
R

R
/
W
C
/L
P R O
P .
T R A C
K
#
7
E
X I S
T
.
R
/
W
2:
1
PROP. ACCESS ROAD
EXIST GROUND LINE
40:1

7
0
4
.2
61:1 708.44
700.73
2:1
700.68
2:
1
710.10
50:150:1 703.71
40:1
PROP. ACCESS ROAD P R O
P .
F E N
C
E
C
/L
P R O
P .
T R A C K
#
7
C
/L
P R O
P .
T R A C
K
#
6
2:1
2:
1
E
X
I S
T
.
N S
R

R
/
W
40:1
C
/L
P R O
P .
T R A C
K
#
5
WALL
PROP. RET. P R O
P .
R O
W
EXIST GROUND LINE8:1
WALKWAY
PROP.

7
0
3
.9
91:1 708.79
700.48700.32

7
0
4
.8
9

7
0
4
.2
6

7
0
3
.9
8

7
0
3
.
9
8
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
3
/
4
/
2
0
1
6
I
:
\
P
r
o
j
e
c
t
s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

M o
d
e
l
s

a
n
d

S
h
e
e
t
s
\
0
4
_
C
K
_
T
r
a
c
k
_
R
a
i
l
\
4
0
1
5
1
5
6
_
T
R
K
_
X
P
L
_
1
B
.
d
g
n
b
l
i
n
d
j
e
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
700 700
710 710
720 720
730 730
690 690
124+00.00
700 700
710 710
720 720
730 730
690 690124+50.00
700 700
710 710
720 720
730 730
690 690125+00.00
X-28
5 10
P-2918F
-TRK5-
STAGE 2
CONSTRUCTION (BY OTHERS)
TO BE REMOVED PRIOR TO
EXISTING CONTAMINATED SOILS
P R O
P .
F E N
C
E
P R O
P .
F E N
C
E
C
/L
P R O
P .
T R A C
K
#
5
C
/L
P R O
P .
T R A C
K
#
6
C
/L
P R O
P .
T R A C
K
#
7
40:1 40:1
PROP. ACCESS ROAD
WALL
PROP. RET.
E
X
I S
T
.
N S
R

R
/
W
(B Y
O
T H
E R S )
C
/L
F U
T U R E
T R A C
K
2:1
2:
1
P R O
P .
R O
W
EXIST GROUND LINE

7
0
3
.6
4
BUILDING
FOR PROP.
PROP. FFE
1:150:1
708.99
700.15
711.21
700.35 4
2:1 703.35
P R O
P .
F E N
C
E
C
/L
P R O
P .
T R A C
K
#
5
C
/L
P R O
P .
T R A C
K
#
6
C
/L
P R O
P .
T R A C
K
#
7
40:1 1:1 2:1
E
X I S
T
.
N
S
R

R
/
W
40:1
P R O
P .
F E N
C
E
8:1
WALL
PROP. RET.
P R O
P .
R O
W
EXIST GROUND LINE

7
0
3
.0
2
BUILDING
FOR PROP.
PROP. FFE
2:
1
50:11:1
50
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
PROP. 10'
710.71
699.58
2:1
699.96
2:
1
713.62
50:1
698.76
702.26
P R O
P .
F E N
C
E
C
/L
P R O
P .
T R A C
K
#
6
C
/L
P R O
P .
T R A C
K
#
7
1:1 40:1 1:1 2:1
WALL
PROP. RET.
E
X I S
T
.
N
S
R

R
/
W
40:1
P R O
P .
F E N
C
EPRO
P .
R O
W
EXIST GROUND LINE

7
0
2
.
3
9
C
/L
P R O
P .
T R A C
K
#
5
BUILDING
FOR PROP.
PROP. FFE
2:
1
8:150:1
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
PROP. 10'
714.10
699.24
2:150:1
698.14699.76
716.43
701.64

7
0
3
.6
3

7
0
3
.6
3

7
0
3
.0
1

7
0
3
.0
1

7
0
2
.4
2

7
0
2
.
4
2
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
3
/
4
/
2
0
1
6
I
:
\
P
r
o
j
e
c
t
s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

M o
d
e
l
s

a
n
d

S
h
e
e
t
s
\
0
4
_
C
K
_
T
r
a
c
k
_
R
a
i
l
\
4
0
1
5
1
5
6
_
T
R
K
_
X
P
L
_
1
B
.
d
g
n
b
l
i
n
d
j
e
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
700 700
710 710
720 720
730 730
690 690125+07.33
700 700
710 710
720 720
730 730
690 690125+50.00
700 700
710 710
720 720
730 730
690 690126+00.00
X-29
5 10
P-2918F
-TRK5-
STAGE 2
CONSTRUCTION (BY OTHERS)
TO BE REMOVED PRIOR TO
EXISTING CONTAMINATED SOILS
2:11:1C
/L
P R O
P .
T R A C
K
#
6
C
/L
P R O
P .
T R A C
K
#
7
1:1
4' DIAMETER
PRECAST MANHOLE
NCDOT STD. 840.52
EXISTING 18" RCP
APPROX. INV ELEV. = 715.28
P R O
P .
F E N
C
EPRO
P .
F E N
C
E
E
X I S
T
.
N S
R

R
/
W
EXIST GROUND LINE

7
0
2
.
3
0
C
/L
P R O
P .
T R A C
K
#
5
8:1
2:
1
50:1
4' DIAMETER
PRECAST MANHOLE
NCDOT STD. 840.52
717.80MATCH EXISTING GRADE
718.20 +/-
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
PROP. 10'
714.00
699.19
701.84 700.83 700.71 PROPOSED 18" RCP
699.68
2:
1
2:150:1
698.04
CIVIL SITE PLANS
BUILDING GENERAL
WITH PROPOSED
COORDINATE
PROP. RET. WALLGENERAL CIVIL SITE PLANS
PROPOSED BUILDING
COORDINATE WITH
FROM OFFICE BUILDING
PROPOSED 18" RCP
701.55
P R O
P .
F E N
C
E
P R O
P .
F E N
C
E
C
/L
P R O
P .
T R A C
K
#
6
C /L
P R O
P .
T R A C
K
#
7
1:140:1 1:1
E
X
I S
T
.
N S
R

R
/
W
40:1
2:1 EXIST GROUND LINEC
/L
P R O
P .

T R A C
K
#
5

7
0
1
.
7
7
8:1
2:
1
50:1
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
PROP. 10'
712.17
698.91
2:1 50:1
697.51
699.25
2:
1
717.12
701.02
P R O
P .
F E N
C
E
P R O
P .
F E N
C
E
1:1 40:1 1:1
E
X
I S
T
.
N S
R

R
/
W
40:1
2:1 EXIST GROUND LINEC
/L
P R O
P .
T R A C
K
#
5
C
/L
P R O
P .
T R A C
K
#
6
C
/L
P R O
P .
T R A C
K
#
7

7
0
1
.14
8:1
2:
1
50:1
8
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
PROP. 10'
710.56
698.58
2:1
698.73
2:
1
716.57
696.89
50:1
CONCRETE CATCH BASIN
NCDOT STD. 840.02 52
700.39

7
0
2
.3
7

7
0
2
.3
9

7
0
1
.8
3

7
0
1
.8
4

7
0
1
.2
3

7
0
1
.2
7
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
3
/
4
/
2
0
1
6
I
:
\
P
r
o
j
e
c
t
s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

M o
d
e
l
s

a
n
d

S
h
e
e
t
s
\
0
4
_
C
K
_
T
r
a
c
k
_
R
a
i
l
\
4
0
1
5
1
5
6
_
T
R
K
_
X
P
L
_
1
B
.
d
g
n
b
l
i
n
d
j
e
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
700 700
710 710
720 720
730 730
690 690126+50.00
700 700
710 710
720 720
730 730
740 740
690 690
127+00.00
700 700
710 710
720 720
730 730
690 690
127+50.00
X-30
5 10
P-2918F
-TRK5-
STAGE 2
CONSTRUCTION (BY OTHERS)
TO BE REMOVED PRIOR TO
EXISTING CONTAMINATED SOILS
P R O
P .
F E N
C
E
P R O
P .
F E N
C
E
C
/L
P R O
P .
T R A C
K
#
5
C
/L
P R O
P .
T R A C
K
#
6
C
/L
P R O
P .
T R A C
K
#
7
1:1 40:1 1:1
E
X I S
T
.
N S
R

R
/
W
40:1
2:1 EXIST GROUND LINE

7
0
0
.5
2
8:1
2:
1
50:1
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
PROP. 10'
709.89
698.24
710.00
708.00
710.71
2:150:1
698.22
696.33
699.77
P R O
P .
F E N
C
E
P R O
P .
F E N
C
E
C
/L
P R O
P .
T R A C K
#
5
C
/L
P R O
P .
T R A C
K
#
6
C
/L
P R O
P .
T R A C
K
#
7
1:1 40:1 1:1
E
X I S
T
.
N
S
R

R
/
W
40:1
2:1 EXIST GROUND LINE

6
9
9
.9
0
2:
1
8:150:1
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
PROP. 10'
709.03
697.91
707.00
702.00
2:1
2:
1
697.71
50:1
709.92
BERM
PROP. 5'
695.64
699.14
P R O
P .
F E N
C
E
P R O
P .
F E N
C
E
C
/L
P R O
P .
T R A C
K
#
5
C
/L
P R O
P .
T R A
C
K
#
6
C
/L
P R O
P .
T R A
C
K
#
7
1:1 40:1 1:1
E
X I S
T
.
N
S
R

R
/
W
40:1
2:1 EXIST GROUND LINE

6
9
9
.3
2
8:1
2:
1
50:1
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
PROP. 10'705.60
697.58
702.00
707.00
2:150:1
695.07
2:
1
697.19
708.65
BERM
PROP. 5'
698.57

7
0
0
.
6
4

7
0
0
.7
0

7
0
0
.0
5

7
0
0
.13

6
9
9
.4
5

6
9
9
.5
3
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
700 700
710 710
720 720
690 690128+00.00
700 700
710 710
720 720
690 690
128+50.00
690 690
700 700
710 710
720 720
129+00.00
690 690
700 700
710 710
720 720
129+50.00
X-31
5 10
P-2918F
-TRK5-
STAGE 2CONSTRUCTION (BY OTHERS)
TO BE REMOVED PRIOR TO
EXISTING CONTAMINATED SOILS
3
/
4
/
2
0
1
6
I
:
\
P
r
o
j
e
c
t
s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

M o
d
e
l
s

a
n
d

S
h
e
e
t
s
\
0
4
_
C
K
_
T
r
a
c
k
_
R
a
i
l
\
4
0
1
5
1
5
6
_
T
R
K
_
X
P
L
_
1
B
.
d
g
n
b
l
i
n
d
j
e
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
P R O
P .
F E N
C
E
P R O
P .
F E N
C E
C
/L
P R O
P .
T R A C
K
#
5
C
/L
P R O
P .
T R A C
K
#
6
C
/L
P R O
P .
T R A C
K
#
7
1:1 40:1 1:1
E
X
I S
T
.
N S
R

R
/
W
40:1
2:1
EXIST GROUND LINE
6
9
8
.9
0
8:1
2:
1
50:1
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
PROP. 10'
702.45
697.24
707.00
702.00
2:150:1
694.64
696.68
2:
1
707.88
BERM
PROP. 5'
CONCRETE CATCH BASIN
NCDOT STD. 840.02 12 54
698.15
P R O
P .
F E N
C
E
P R O
P .
F E N
C
E
C
/L
P R O
P .
T R A C
K
#
5
C
/L
P R O
P .
T R A C
K
#
6
C
/L
P R O
P .
T R A C
K
#
7
1:140:1 1:1
E
X
I S
T
.
N S
R

R
/
W
40:1
(B Y
O
T H
E R S
)
C
/L
F U
T U
R E
T R A C
K
2:1
EXIST GROUND LINE

6
9
8
.6
3
8:12:
1
702.00
50:1
707.00
DROP INLET
TRAFFIC BEARING GRATED
NCDOT STD. 840.36
705.00
ELEV. 702.00
1" ORIFICE @
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
PROP. 10'
701.00
696.91
696.26 696.16
696.16
2:
1
707.00
2:150:1
HDPE - TYPICAL
& PERFORATED
6" SMOOTH WALL
BERM
PROP. 5'
694.49
PROPOSED 18" RCP
697.88
C
/L
P R O
P .
T R A C
K
#
5
C
/L
P R O
P .
T R A C
K
#
6
C
/L
P R O
P .
T R A
C
K
#
7
40:1 1:1
E
X
I S
T
.
N S
R

R
/
W
40:1
(B Y
O
T H
E R S )
C
/L
F U T U
R E
T R A C
K
P R O
P .
F E N
C
E
EXIST GROUND LINE

6
9
8
.
5
2
8:1
2:
1
50:1
56
TYPICAL
CLEANOUT
PIPE
HDPE HEADER
6" SMOOTH WALL
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
PROP. 10'
700.39
693.83
1.5:12:12:
1
695.65
702.10
50:1
694.34
696.58
697.97
P R O
P .

F E N
C
E
C
/L
P R O
P .
T R A C
K
#
5
C
/L
P R O
P .
T R A C
K
#
6
1:1 40:1
E
X
I S
T
.
N S
R

R
/
W
40:1
(B Y
O
T H
E R S )
C
/L
F U
T U R E
T R A C
K
C
/L
P R O
P .
T R A C
K
#
7
1:1 EXIST GROUND LINE

6
9
8
.5
2
45:1
BY OTHERS
OIL-WATER SEPARATOR
@ 1.0% TYPICAL
DISCHARGE PIPE
6" DIP DRIP PAN
HDPE - TYPICAL
& PERFORATED
6" SMOOTH WALL
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
PROP. 10'
1.5:1
8:1
2:
1
693.68
2:1
695.18
2:
1
702.06
50:1
694.19
696.69
697.84

6
9
8
.9
9

6
9
9
.0
5

6
9
8
.6
9

6
9
8
.7
2

6
9
8
.
5
4

6
9
8
.5
5

6
9
8
.5
2

6
9
8
.5
2
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
3
/
4
/
2
0
1
6
I
:
\
P
r
o
j
e
c
t
s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

M o
d
e
l
s

a
n
d

S
h
e
e
t
s
\
0
4
_
C
K
_
T
r
a
c
k
_
R
a
i
l
\
4
0
1
5
1
5
6
_
T
R
K
_
X
P
L
_
1
B
.
d
g
n
b
l
i
n
d
j
e
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
690 690
700 700
710 710
680 680129+85.69
690 690
700 700
710 710
720 720
680 680
130+00.00
690 690
700 700
710 710
720 720
730 730
130+50.00
X-32
5 10
P-2918F
-TRK5-
STAGE 2
CONSTRUCTION (BY OTHERS)
TO BE REMOVED PRIOR TO
EXISTING CONTAMINATED SOILS
C
/L
P R O
P .
T R A C
K
#
7
40:1
C
/L
P R O
P .
T R A
C
K
#
6
1:140:1
EXISTING 48" RCP (TO REMAIN)
P R O
P .
F E N
C
E E
X I S
T
.
N S
R

R
/
W
EXIST GROUND LINE

6
9
8
.5
2C
/L
P R O
P .

T R A C
K
#
5
41.5:1
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
PROP. 10'
699.99
1.5:1
8:1
2:
1
693.57
2:1 50:12:
1
694.85
701.91
694.08
EXISTING 48" RCP (TO REMAIN) - APPROX. LOCATION
696.76
697.75
C /
L
E
X I S
T
.
M A I N

T
R
A C K
C
/L
P R O
P .
T R A
C
K
#
5
C
/L
P R O
P .
T R A
C
K
#
6
40:1 1:1
E
X
I S
T
.
N S
R

R
/
W
40:1
(B Y
O
T H
E R S
)
C
/L
F U
T U
R E
T R A C
K
P R O
P .
F E N
C
E
C
/L
P R O
P .
T R A C
K
#
7
EXIST GROUND LINE

6
9
8
.5
2
8:140:1
16
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
PROP. 10'
1.5:1
2:
1
693.53
701.92
2:1
694.72
2:
1
50:1
CONCRETE CATCH BASIN
NCDOT STD. 840.02
694.04
696.79
697.72
P R O
P .
F E N
C
E
C /
L
E
X I S
T
.
M A I N
T
R
A C
K
C
/L
P R O
P .
T R A C
K
#
5
C
/L
P R O
P .
T R A C
K
#
6
40:1 1:1
E
X
I S
T
.
N S
R

R
/
W
40:1
(B Y
O
T H
E R S )
C
/L
F U T U
R E
T R A C
K
EXIST GROUND LINE

6
9
8
.5
2
8:135:1
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
TEMP. 10'
1.5:1
2:
1
693.38694.25
2:
1
701.99
2:1 50:1
693.89
696.90
697.84

6
9
8
.
5
2

6
9
8
.
5
2

6
9
8
.5
2

6
9
8
.5
2

6
9
8
.5
2
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
3
/
4
/
2
0
1
6
I
:
\
P
r
o
j
e
c
t
s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

M o
d
e
l
s

a
n
d

S
h
e
e
t
s
\
0
4
_
C
K
_
T
r
a
c
k
_
R
a
i
l
\
4
0
1
5
1
5
6
_
T
R
K
_
X
P
L
_
1
B
.
d
g
n
b
l
i
n
d
j
e
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
690 690
700 700
710 710
720 720
730 730
680 680
131+00.00
690 690
700 700
710 710
720 720
730 730
131+50.00
700 700
710 710
720 720
730 730
690 690
132+00.00
X-33
5 10
P-2918F
-TRK5-
STAGE 2
CONSTRUCTION (BY OTHERS)
TO BE REMOVED PRIOR TO
EXISTING CONTAMINATED SOILS
P R O
P .
F E N
C
E
C /
L
E
X I S
T
.
M A I N

T
R
A C
K
C
/L
P R O
P .
T R A C
K
#
5
C
/L
P R O
P .
T R A C
K
#
6
1:140:1 1:1
E
X
I S
T
.
N S
R

R
/
W
40:1
(B Y
O
T H
E R S )
C
/L
F U
T U R E
T R A C
K
P R O
P .
R O
W
EXIST GROUND LINE

6
9
8
.
5
2
8:1
30:1
18
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
TEMP. 10'
1.5:1
2:
1
693.23693.79
2:
1
703.15
2:1 50:1
693.74 58
697.01
697.97
P R O
P .
F E N
C
E
C /
L
E
X I S
T
.
M A I N
T
R
A C
K
C
/L
P R O
P .
T R A C
K
#
5
C
/L
P R O
P .
T R A C
K
#
6
40:1 1:1
E
X
I S
T
.
N S
R

R
/
W
40:1
(B Y
O
T H
E R S )
C
/L
F U T U R E
T R A C
K
P R O
P .
R O
W
EXIST GROUND LINE

6
9
8
.
5
2
8:1
25:1
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
TEMP. 10'
706.29
1.5:1
2:
1
693.08
SIDEWALK
PROP. 10'
2:1
50:1
693.32
2:
1 50:1
693.59
697.11
697.84
C /
L
E
X
I S
T
.
M A I N
T
R
A C K
C
/L
P R O
P .
T R A C
K
#
5
C
/L
P R O
P .
T R A C
K
#
6
1:1
E
X I S
T
.
N S
R

R
/
W
40:140:1
(B Y
O
T H E R S )
C
/L
F U
T U
R E
T R A C
K
P R O
P .
F E N
C
E
P R O
P .
R O
W
EXIST GROUND LINE

6
9
8
.
5
2
8:1
20:1
22
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
TEMP. 10'
1.5:1
692.93
50:150:1
2:1
692.86
2:
1
706.72
CONCRETE CATCH BASIN
NCDOT STD. 840.02
693.44
697.22
697.72

6
9
8
.
5
2

6
9
8
.
5
2

6
9
8
.
5
2
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
3
/
4
/
2
0
1
6
I
:
\
P
r
o
j
e
c
t
s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

M o
d
e
l
s

a
n
d

S
h
e
e
t
s
\
0
4
_
C
K
_
T
r
a
c
k
_
R
a
i
l
\
4
0
1
5
1
5
6
_
T
R
K
_
X
P
L
_
1
B
.
d
g
n
b
l
i
n
d
j
e
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
700 700
710 710
720 720
730 730
690 690
132+50.00
700 700
710 710
720 720
730 730
690 690
133+00.00
690 690
700 700
710 710
720 720
730 730
133+50.00
X-34
5 10
P-2918F
-TRK5-
STAGE 2
CONSTRUCTION (BY OTHERS)
TO BE REMOVED PRIOR TO
EXISTING CONTAMINATED SOILS
P R O
P .
F E N
C
E
C /
L
E
X I S
T
.
M A I N
T
R
A C
K
C
/L
P R O
P .
T R A C
K
#
5
C
/L
P R O
P .
T R A
C
K
#
6
40:1 1:1
E
X I S
T
.
N S
R

R
/
W
40:1
(B Y
O
T H
E R S )
C
/L
F U
T U R E
T R A C
K
P R O
P .
R O
W
EXIST GROUND LINE

6
9
8
.
5
2
8:115:1
62
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
TEMP. 10'
692.78
1.5:1
2:1
50:1
2:
1
692.39
707.64
693.29
697.05
697.84
P R O
P .
F E N
C
E
C /
L
E
X I S
T
.
M A I N

T
R
A C K
40:1 1:1
E
X
I S
T
.
N S
R

R
/
W
40:1
(B Y
O
T H
E R S
)
C
/L
F U
T U
R E
T R A C
KPRO
P .

R O
W
EXIST GROUND LINE

6
9
8
.
5
2
C
/L
P R O
P .
T R A C
K
#
6
C
/L
P R O
P .
T R A C
K
#
5
8:1
20:1
24
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
TEMP. 10'
706.09
712.75
1.5:1
2:
1
692.63
2:1
50:1
2:
1
691.93 693.14
697.00
697.97
P R O
P .
F E N
C
E
C /
L
E
X I S
T
.
M A I N
T
R
A C
K
40:1 1:1
E
X I S
T
.
N
S
R

R
/
W
40:1
(B Y
O
T H
E R S )
C
/L
F U T U
R E
T R A C
K
P R O
P .
R O
W
P R O
P .
R O
W
EXIST GROUND LINE

6
9
8
.
5
2
C
/L
P R O
P .

T R A C
K
#
6
C
/L
P R O
P .

T R A C
K
#
5
8:1
25:1
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
TEMP. 10'704.42
712.63
1.5:1
2:
1
692.48
2:1
2:
1
691.46
50:1
692.99
696.90
697.84

6
9
8
.
5
2

6
9
8
.
5
2

6
9
8
.
5
2
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120120
120120
130130
130130
140140
140140
150150
150150
3
/
4
/
2
0
1
6
I
:
\
P
r
o
j
e
c
t
s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

M o
d
e
l
s

a
n
d

S
h
e
e
t
s
\
0
4
_
C
K
_
T
r
a
c
k
_
R
a
i
l
\
4
0
1
5
1
5
6
_
T
R
K
_
X
P
L
_
1
B
.
d
g
n
b
l
i
n
d
j
e
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
690 690
700 700
710 710
720 720
730 730
740
680 680
134+00.00
690 690
700 700
710 710
720 720
680
134+50.00
690 690
700 700
710 710
720 720
730 730
680 680
135+00.00
X-35
5 10
P-2918F
-TRK5-
STAGE 2
CONSTRUCTION (BY OTHERS)
TO BE REMOVED PRIOR TO
EXISTING CONTAMINATED SOILS
P
R O
P .
F E N
C
E
C /
L
E
X I S
T
.
M A I N

T
R
A C K
C
/L
P R O
P .
T R A C
K
#
5
C
/L
P R O
P .

T R A C
K
#
6
40:1 1:1
E
X
I S
T
.
N S
R

R
/
W
40:1
(B Y
O
T H
E R S
)
C
/L
F U
T U
R E
T R A C
K
P R O
P .
R O
W
P R O
P .
R O
W
EXIST GROUND LINE

6
9
8
.
5
2
8:1
30:1
28
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
TEMP. 10'
704.84
712.73
1.5:1
2:
1
692.33
50:1
2:1
2:
1
691.00
CONCRETE CATCH BASIN
NCDOT STD. 840.02
692.84 64
696.79
697.72
P R O
P .
F E N
C
E
C /
L
E
X I S
T
.
M A I N
T
R
A C
K
C
/L
P R O
P .

T R A C
K
#
5
C
/L
P R O
P .

T R A C
K
#
6
40:1 1:1
E
X
I S
T
.
N S
R

R
/
W
40:1
(B Y
O
T H
E R S )
C
/L
F U T U
R E
T R A C
K
P R O
P .
R O
W
P R O
P .
R O
W
EXIST GROUND LINE

6
9
8
.
5
2
8:1
35:1
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
TEMP. 10'
711.93
1.5:1
2:
1
692.18
2:
1
690.53
2:1
50:1
692.69
696.68
697.84
P R O
P .

F E N
C
E
C /
L
E
X
I S
T
.
M A I N
T
R
A C K
40:1 1:1
E
X
I S
T
.
N S
R

R
/
W
40:1
C
/L
P
R O
P .
T R A C
K
#
6
C
/L
P R O
P .

T R A C
K
#
5
(B Y
O
T H E R S )
C
/L
F U
T U
R E
T R A C
K
695.35
P R O
P .
R O
W
P R O
P .
R O
W
EXIST GROUND LINE

6
9
8
.
5
2 702.19
8:140:1
30
68
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
TEMP. 10'
702.32
710.86
1.5:1
2:
1
692.03
50:1
2:1
690.06
2:
1
692.54
696.57
697.97

6
9
8
.
5
2

6
9
8
.
5
2

6
9
8
.
5
2
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
9090
9090
100100
100100
110110
110110
120
120
130
130
140
140
150
150
3
/
4
/
2
0
1
6
I
:
\
P
r
o
j
e
c
t
s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

M o
d
e
l
s

a
n
d

S
h
e
e
t
s
\
0
4
_
C
K
_
T
r
a
c
k
_
R
a
i
l
\
4
0
1
5
1
5
6
_
T
R
K
_
X
P
L
_
1
B
.
d
g
n
b
l
i
n
d
j
e
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
690 690
700 700
710 710
720 720
680 680
135+50.00
690 690
700 700
710 710
720 720
680 680
136+00.00
690 690
700 700
710 710
720 720
730 730
680 680
136+50.00
X-36
5 10
P-2918F
-TRK5-
STAGE 2
CONSTRUCTION (BY OTHERS)
TO BE REMOVED PRIOR TO
EXISTING CONTAMINATED SOILS
120130140150
120130140150
P R O
P .
F E N
C
E
40:1
E
X I S
T
.
N S
R

R
/
W
40:1
C
/L
P R O
P .
T R A C
K
#
5
C
/L
P R O
P .
T R A C
K
#
6
1:1 (B Y
O
T H
E R S )
C
/L
F U
T U
R E
T R A C
K
P R O
P .
R O
W
P R O
P .
R O
W
EXIST GROUND LINE

6
9
8
.
5
2
8:145:1
BY OTHERS
OIL-WATER SEPARATOR
@ 1.0% TYPICAL
DISCHARGE PIPE
6" DIP DRIP PAN
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
TEMP. 10'
702.74
710.11
1.5:1
2:
1
691.71
50:1
2:1
2:
1
689.60
692.39
696.47
697.84
P R O
P .
F E N
C
E
40:1 1:1
E
X
I S
T
.
N S
R

R
/
W
40:1
(B Y
O
T H
E R S )
C
/L
F U
T U
R E
T R A C
K
P R O
P .
R O
W
P R O
P .
R O
W
EXIST GROUND LINE
C
/L
P R O
P .
T R A C
K
#
5
C
/L
P R O
P .
T R A C
K
#
6

6
9
8
.
5
2
8:150:1
34
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
PROP. 10'
706.80
701.60
691.39
2:1
2:
1
689.13
50:1 1.5:1
1.5:1
CONCRETE CATCH BASIN
NCDOT STD. 840.02
692.24
70
697.72
P R O
P .
F E N
C
E
1:1 40:1 1:1
E
X
I S
T
.
N S
R

R
/
W
40:1
(B Y
O
T H E R S )
C
/L
F U
T U
R E
T R A C
K
2:1
2:
1
688.67
P R O
P .
R O
WPRO
P .
R O
W
EXIST GROUND LINE
(PHASE 1A)
EXIST GROUND LINE
C
/L
P R O
P .
T R A C
K
#
5
C
/L
P R O
P .
T R A C
K
#
6
8:1
2:
1
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
PROP. 10'
50:1
2:1
707.06
692.09
690.91
698.65
700.27
697.84

6
9
8
.
5
2

6
9
8
.
5
2

6
9
8
.
5
2

6
9
8
.
5
2
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
90
90
100
100
110
110
120
120
130
130
140
140
150
150
690 690
700 700
710 710
720 720
680 680
136+73.83
690 690
700 700
710 710
680 680
137+00.00
690 690
700 700
710 710
720 720
680 680
137+50.00
X-37
5 10
P-2918F
-TRK5-
160 170
160 170
STAGE 2
CONSTRUCTION (BY OTHERS)
TO BE REMOVED PRIOR TO
EXISTING CONTAMINATED SOILS
3
/
4
/
2
0
1
6
I
:
\
P
r
o
j
e
c
t
s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

M o
d
e
l
s

a
n
d

S
h
e
e
t
s
\
0
4
_
C
K
_
T
r
a
c
k
_
R
a
i
l
\
4
0
1
5
1
5
6
_
T
R
K
_
X
P
L
_
1
B
.
d
g
n
b
l
i
n
d
j
e
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
690
700
710
140150160170
720
M A T
C H

L I N
E

A -
A
S
E
E

S
H
E
E
T
INSET A
M A
T
C H

L I N
E

A -
A
S
E
E

I N S
E
T
90100110120130
90100110120130
130 120
1:1 1:1
40:1 40:1 2:1
690.32
688.45
2:
1
PROPOSED 36" RCP690.45
688.45
P R O
P .

F E N
C
E
C
/L
P R O
P .
T R A
C
K
#
6
E
X I S
T
.
N
S
R

R
/
W
P R O
P .
R O
W
EXIST GROUND LINE
(PHASE 1A)
EXIST GROUND LINE
C
/L
P R O
P .

T R A C
K
#
5
8:1
2:
1
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
PROP. 10'
50:1
2:1
707.63
692.02
698.39
700.08
697.90
P R O
P .
F E N
C
E
C /
L
E
X
I S
T
.
M A I N
T
R
A C K
1:1 40:1 1:1
E
X
I S
T
.
N S
R

R
/
W
40:1
(B Y
O
T H
E R S )
C
/L
F U T U
R E
T R A C
K
688.88
2:1
2:
1
688.20
P R O
P .
R O
W
EXIST GROUND LINE
(PHASE 1A)
EXIST GROUND LINE
C
/L
P R O
P .
T R A C
K
#
5
C
/L
P R O
P .
T R A C
K
#
6
8:1
2:
136
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
PROP. 10'
50:1
2:1
708.30
691.94
697.00
699.54697.97
P R O
P .
F E N
C
E
1:1
40:1 40:1
E
X I S
T
.
N
S
R

R
/
W
(B Y
O
T H
E R S )
C /L
F U
T U
R E
T R A C
K
2:
1
687.65
2:1
2:
1
687.74
P R O
P .
R O
W
EXIST GROUND LINE
(PHASE 1A)
EXIST GROUND LINE
C
/L
P R O
P .
T R A C
K
#
5
C
/L
P R O
P .
T R A C
K
#
6
8:1
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
PROP. 10'
50:1
2:1
710.35
691.79
698.1250:1
697.84
EXISTING 36" RCP
APPROX. INV ELEV. = 701.83
P R O
P .
R O
W
6' DIAMETER
PRECAST MANHOLE
NCDOT STD. 840.52

6
9
8
.
5
2

6
9
8
.
5
2

6
9
8
.5
2

6
9
8
.5
2

6
9
8
.5
2

6
9
8
.5
2
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
90
90
100
100
110
110
120
120
130
130
140
140
150
150
3
/
4
/
2
0
1
6
I
:
\
P
r
o
j
e
c
t
s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

M o
d
e
l
s

a
n
d

S
h
e
e
t
s
\
0
4
_
C
K
_
T
r
a
c
k
_
R
a
i
l
\
4
0
1
5
1
5
6
_
T
R
K
_
X
P
L
_
1
B
.
d
g
n
b
l
i
n
d
j
e
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
690 690
700 700
710 710
720 720
680 680
138+00.00
690 690
700 700
710 710
720 720
680 680
138+50.00
690 690
700 700
710 710
720 720
680 680
139+00.00
X-38
5 10
P-2918F
-TRK5-
160
160
170
170
STAGE 2
CONSTRUCTION (BY OTHERS)
TO BE REMOVED PRIOR TO
EXISTING CONTAMINATED SOILS
90100110120130
90100110120130
P R O
P .
F E N
C
E
1:140:1 1:140:1
E
X
I S
T
.
N S
R

R
/
W
(B Y
O
T H
E R S )
C
/L
F U T U
R E
T R A C
K
2:
1
686.00
2:1
2:
1
687.27
P R O
P .
R O
W
EXIST GROUND LINE
(PHASE 1A)
EXIST GROUND LINE
C
/L
P R O
P .
T R A C
K
#
6
C
/L
P R O
P .
T R A C
K
#
5
8:1
40
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
PROP. 10'
50:1
2:1
712.47
CONCRETE CATCH BASIN
NCDOT STD. 840.02
691.64
74
693.03
50:1697.72
P R O
P .
F E N
C
E
1:140:1 1:1
E
X I S
T
.
N
S
R

R
/
W
40:1
2:
1
685.00
2:1
2:
1
686.81
P R O
P .
R O
W
EXIST GROUND LINE
(PHASE 1A)
EXIST GROUND LINE
C
/L
P R O
P .
T R A C
K
#
5
C
/L
P R O
P .
T R A C
K
#
6
8:1
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
PROP. 10'
50:1
2:1
691.49
689.00
690.00
50:1
697.84
P R O
P .
F E N
C
E
1:140:1 40:1
E
X
I S
T
.
N S
R

R
/
W
(R
E
M OV
E
)
E
X
I S
T
.
F
E
N C E
684.00
2:1
1:1
686.34
2:
1
P R O
P .
R O
W
EXIST GROUND LINE
(PHASE 1A)
EXIST GROUND LINE
C
/L
P R O
P .
T R A C
K
#
5
8:1
2:
1
42
ROAD
ACCESS
PROP. 10'
ROAD
ACCESS
PROP. 10'
50:1
2:1
712.96
691.34
688.62
690.00
50:1
50:1
697.95

6
9
8
.
5
2

6
9
8
.
5
2

6
9
8
.
5
2

6
9
8
.
5
2
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
90
90
100
100
110
110
120
120
130
130
140
140
150
150
3
/
4
/
2
0
1
6
I
:
\
P
r
o
j
e
c
t
s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

M o
d
e
l
s

a
n
d

S
h
e
e
t
s
\
0
4
_
C
K
_
T
r
a
c
k
_
R
a
i
l
\
4
0
1
5
1
5
6
_
T
R
K
_
X
P
L
_
1
B
.
d
g
n
b
l
i
n
d
j
e
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
690 690
700 700
710 710
720 720
680 680
139+50.00
690 690
700 700
710 710
720 720
680 680
139+65.20
690 690
700 700
710 710
720 720
680 680
140+00.00
X-39
5 10
P-2918F
-TRK5-
160 170 180
160 170 180
STAGE 2
CONSTRUCTION (BY OTHERS)
TO BE REMOVED PRIOR TO
EXISTING CONTAMINATED SOILS
90100110120
90100110120
P R O
P .
F E N
C
E
1:140:1 40:1
E
X I S
T
.
N S
R

R
/
W
(R
E
M OV
E
)
E
X I S
T
.
B
U I L D I NG
684.00
2:1
2:
1
685.88
P R O
P .
R O
W
EXIST GROUND LINE
(R
E
M OV
E
)
E
X I S
T
.
B
U I L D I N
G
(PHASE 1A)
EXIST GROUND LINE
C
/L
P R O
P .
T R A C
K
#
5
2:
1
8:11:1ROAD
ACCESS
PROP. 10'
50:1
2:1
ROAD
ACCESS
PROP.
711.52
691.19
50:1
50:1
688.23
689.66
697.74
POND CONTROL VOLUME @ 690.00
TOP OF RISER @ 690.00
POND OVERFLOW @ 691.00
684.35 PROPOSED 36" RCP 684.00
1:140:1
685.73
2:
1 40:1
2:
1 2:1
684.00
P R O
P .
F E N
C
E
E
X
I
S
T
.

N
S
R

R
/
W
P R O
P .
R O
W
EXIST GROUND LINE
(R
E
M OV
E
)
E
X I S
T
.
B
U I L D I N
G(R
E
M OV
E
)
E
X I S
T
.
B
U I L D
I NG
(PHASE 1A)
EXIST GROUND LINE
C
/L
P R O
P .
T R A C K
#
5
50:1
2:1
ROAD
ACCESS
PROP.
711.15
BASIN
CONCRETE CATCH
NCDOT STD. 840.02
691.15
46
76
50:1
50:1
687.85
689.75
697.73
P R O
P .
F E N
C
E
C
/L
P R O
P .
T R A C
K
#
5
1:140:1 40:1
2:
1
685.41
E
X I S
T
.
N S
R

R
/
W
(R
E
M OV
E
)
E
X I S
T
.
B
U I L D I N
G
P R O
P .
R O
W
EXIST GROUND LINE
(R
E
M OV
E
)
E
X I S
T
.
B
U I L D I NG
(PHASE 1A)
EXIST GROUND LINE691.00
2:
1
50:1
2:1
ROAD
ACCESS
PROP.
709.63
50:1
50:1
687.42
697.86

6
9
8
.
5
2

6
9
8
.
5
2

6
9
8
.
5
2
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
00
00
1010
1010
2020
2020
3030
3030
4040
4040
5050
5050
6060
6060
7070
7070
8080
8080
90
90
100
100
110
110
120
120
130
130
140
140
150
150
3
/
4
/
2
0
1
6
I
:
\
P
r
o
j
e
c
t
s
\
4
0
1
5
1
5
6
\
4
0
1
5
1
5
6
_
0
0
0
1
\
9
0
_
C
A
D

M o
d
e
l
s

a
n
d

S
h
e
e
t
s
\
0
4
_
C
K
_
T
r
a
c
k
_
R
a
i
l
\
4
0
1
5
1
5
6
_
T
R
K
_
X
P
L
_
1
B
.
d
g
n
b
l
i
n
d
j
e
8
/
2
3
/
9
9
PROJ. REFERENCE NO.SHEET NO.0
690 690
700 700
710 710
720 720
680 680140+18.00
690 690
700 700
710 710
720 720
680 680
140+50.00
690 690
700 700
710 710
720 720
680 680140+72.48
X-40
5 10
P-2918F
-TRK5-
160 170 180
160 170 180
STAGE 2
CONSTRUCTION (BY OTHERS)
TO BE REMOVED PRIOR TO
EXISTING CONTAMINATED SOILS
90100110120
90100110120
1:1
40:1
684.81
(2) 6X6 RCBC
685.04
40:1 2:
1
2:
1
685.04
P R O
P .
F E N
C
E E
X
I S
T
.
N S
R

R
/
W
P R O
P .
R O
W
EXIST GROUND LINE
(R
E
M OV
E
)
E
X
I S
T
.
B
U I L D
I NG
(R
E
M OV
E
)
E
X I S
T
.
B
U I L D I N
G
(PHASE 1A)
EXIST GROUND LINE
C
/L
P R O
P .

T R A C
K
#
5
684.00
50:1
2:1
ROAD
ACCESS
PROP.
50:1
50:1
689.00
697.94
P R O
P .
F E N
C
E
P R O
P .
F E N
C
E
C
/L
P R O
P .
T R A C
K
#
5
40:1
E
X I S
T
.
N S
R

R
/
W
(R
E
M OV
E
)
E
X I S
T
.
B
U I L D I N
G
(R
E
M OV
E
)
E
X I S
T
.
B
U I L D I N
G
(R
E
M OV
E
)
E
X I S
T
.
F
E
N C E
40:1
2:
1
691.20
P R O
P .
R O
W EXIST GROUND LINE
(R
E
M OV
E
)
E
X
I S
T
.
F
E
N C E
(PHASE 1A)
EXIST GROUND LINE
2:
1
683.00
50:1
2:1
ROAD
ACCESS
PROP.
706.42
48
50:1
50:1
686.81
688.72
696.46
P R O
P .
F E N
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P .
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(R
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)
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N C E
(PHASE 1A)
EXIST GROUND LINE
50:1
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ACCESS
PROP.
699.26
694.14
50:150:1
686.62
689.00
695.16

6
9
8
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9
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9
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DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
INDEX OF SHEETSINDEX OF SHEETS
1-800-632-4949
AVOID UTILITY DAMAGE
STOP
BEFORE YOU DIG
CALL NC ONECALL
WATER & SANITARY SEWER SYSTEM IMPROVEMENTS
LOCOMOTIVE & RAILCAR MAINTENANCE FACILITY
VICINITY MAP
NTS
LOCATION MAP
NTS
TIP NO.: P-2918F
SHEET NO. U1 COVER SHEET
SHEET NO. U2 PERMITS APPLICATION
SANITARY SEWER RELOCATION
FACILITY IMPROVEMENTS WATER /
LOCOMOTIVE & RAILCAR MAINTENANCE
2
LOCOMOTIVE & RAILCAR MAINTENANCE
FACILITY IMPROVEMENTS WATER /
SANITARY SEWER RELOCATION
A CITY OF CHARLOTTE DEPARTMENT
DATE SURVEY COMPLETED:
TOPO NO:
PHONE:
INSIDE CHARLOTTE: ( ) YES ( ) NO:
DATE SURVEY COMPLETED:
CONTRACTOR:
DEVELOPER:
INSPECTOR:
ADDRESS:
PHONE:
DESIGN COMPANY:
DATE DESIGN COMPLETED:
SURVEY COMPANY:
PLANS PREPARED BY:
SURVEYED BY:
ADDRESS:
ADDRESS:
PHONE:
TOPO NO:
PHONE:
INSIDE CHARLOTTE: ( ) YES ( ) NO:
CONTRACTOR:
DEVELOPER:
INSPECTOR:
ADDRESS:
PHONE:
DESIGN COMPANY:
DATE DESIGN COMPLETED:
SURVEY COMPANY:
PLANS PREPARED BY:
SURVEYED BY:
ADDRESS:
ADDRESS:
PHONE:
2/29/2016
900 WEST TRADE ST., SUITE 715, CHARLOTTE, NC 28202
[phone]
-
[phone]
DEWBERRY & DAVIS, INC.
DEWBERRY & DAVIS, INC.
6135 LAKEVIEW ROAD, SUITE 400
-
-
-
-
-
-
CHARLOTTE, NORTH CAROLINA
SUMMARY OF SEWER MAINS & MANHOLES
SIZE
PROJECT NAME:
TOTAL NO. LOTS SERVED:
DATE AS BUILT:
DATE OF ACTIVATION:
TOTAL NO. OF MANHOLES:
JOB NO:
SIZE LENGTH
BY:
N.C.P.E.
LENGTH
APPROVAL SEAL
C H A LO T T E
TERWWW
RH
SIZE
PROJECT NAME:
TOTAL NO. LOTS SERVED:
DATE AS BUILT:
DATE OF ACTIVATION:
JOB NO:
SIZE LENGTH
BY:
N.C.P.E.
LENGTH
APPROVAL SEAL
SUMMARY OF WATER MAINS & FIRE HYDRANTS
TOTAL NO. OF FIRE HYDRANTS:
3/4/2016 10:39:31 AM I:\Projects\4015156\4015156_0001\90_CAD Models and Sheets\04_CU_Utilities\Sheet File\4015156_WS_COVER.dgn
WATER STANDARD SPECIFICATIONS.
ACCORDANCE WITH CHARLOTTE
CONSTRUCTION SHALL BE IN
STV ENGINEERS, INC.
STV ENGINEERS, INC.
SHEET NO. U3 54" WATER MAIN PLAN AND PROFILE
SHEET NO. U12 WATER AND SEWER ABANDONMENT PLAN
XIAOLIN DENG
E
NGINEER
P R OFESS
I
ON
A
L
N O RTH CAR
O
LIN
A
034415
SEAL
XIAOLIN DENG
E
NGINEER
P R OFESS
I
ON
A
L
N O RTH CAR
O
LIN
A
034415
SEAL
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
SHEET NO. U4 W. PALMER ST SEWER PLAN AND PROFILE
SHEET NO. U5 W. PALMER ST WATER PLAN AND PROFILE
SHEET NO. U6 W. PALMER ST WATER PLAN AND PROFILE
SHEET NO. U7 PENMAN ST SEWER PLAN AND PROFILE
SHEET NO. U8 PROP. 6-INCH SEWER PLAN AND PROFILE
SHEET NO. U9 PROP. 6-INCH WATER PLAN AND PROFILE
SHEET NO. U10 PROP. 8-INCH SEWER PLAN AND PROFILE
SHEET NO. U11 WATER AND SEWER ABANDONMENT PLAN
NOT THE ITEM WAS SPECIFIED.
CERTIFICATION FROM THE MANUFACTURER REGARDLESS OF WHETHER OR
DRAWING SUBMITTAL SHALL BE ACCOMPANIED WITH A LETTER OF
PROJECT SHALL MEET "BUY AMERICA" REQUIREMENTS. EACH SHOP
14. ALL PRODUCTS, BUILDING MATERIALS, AND EQUIPMENT ON THIS
A COPY ON THE JOB SITE AT ALL TIMES.
REQUIRED TO OWN A COPY OF THE DESIGN MANUAL AND SHALL KEEP
13. ALL CONTRACTORS WORKING ON CHARLOTTE WATER PROJECTS ARE
SEWER LATERALS SHALL HAVE MIN. 1% SLOPE.
SUBJECT TO RELOCATION DUE TO FIELD CONDITIONS. ALL 4" SANITARY
12. SANITARY SEWER LATERAL LOCATIONS ARE APPROXIMATE AND ARE
AND BYPASS PUMPING.
PROJECT MANUAL REGARDING OUTAGE, TEMPORARY WATER SERVICE,
SHALL FOLLOW CHARLOTTE WATER PROCEDURES AS OUTLINED IN THE
CONSTRUCTION. IF THIS IS NOT POSSIBLE, THEN THE CONTRACTOR
11. WATER AND SEWER LINES ARE TO REMAIN ACTIVE DURING
WATER AND/OR SANITARY SEWER WORK.
10. CHARLOTTE WATER SHALL BE NOTIFIED PRIOR TO THE BEGINNING OF
MINIMUM SEPARATION CANNOT BE MAINTAINED.
OF THE CROSSING, AND ALL ALONG THE LENGTH OF MAINS WHERE
IRON PIPE SHALL BE USED FOR BOTH MAINS TO 10 FEET EITHER SIDE
THE ABOVE MINIMUM SEPARATIONS CANNOT BE MAINTAINED, DUCTILE
OVER SEWER MAINS. WHEN WATER MAINS ARE BELOW SEWER MAINS OR
VERTICAL SEPARATION SHALL BE MAINTAINED BETWEEN WATER MAINS
9. MINIMUM PIPE SEPARATION: 10 FEET HORIZONTAL SEPARATION OR 18"
AND/OR PIPE INSTALLATION.
UNDERGROUND UTILITIES ENCOUNTERED DURING TRENCH EXCAVATION
8. THE CONTRACTOR SHALL SUPPORT AND PROTECT ANY EXISTING
OF ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.
INFORMATION. THE CONTRACTOR SHALL VERIFY LOCATION AND DEPTH
THE ACCURACY OF LOCATION, SIZE, DEPTH, OR COMPLETENESS OF THE
CONSULTANT AND/OR AGENT SHALL NOT BE HELD RESPONSIBLE FOR
DURING CONSTRUCTION OPERATIONS. NCDOT RAIL DIVISION, DESIGN
USE OF THE CONTRACTOR IN PROVIDING PROTECTION FOR THE UTILITIES
7. THE LOCATION OF EXISTING UTILITIES SHOWN ON THE PLANS IS FOR THE
AGREED UPON BETWEEN THE CONTRACTOR AND THE PROPERTY OWNER.
6. IF ADDITIONAL WORK SPACE IS NEEDED, AN ENCROACHMENT IS TO BE
DIRECTED.
5. THE CONTRACTOR SHALL USE EROSION CONTROL MEASURES, AS
GAS COMPANY AT 704-525-5585 AND INFORM THEM.
GAS MAIN, THEN THE CONTRACTOR SHALL CALL PIEDMONT NATURAL
WITHIN 12" IN ANY DIRECTION (VERTICALLY OR HORIZONTALLY) FROM A
4. IF THE PROPOSED WATER AND/OR SANITARY SEWER MAIN IS INSTALLED
C.D.O.T. WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH).
IN THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND/OR
3. ANY NECESSARY LANE CLOSURES SHALL FOLLOW GUIDELINES OUTLINED
STANDARDS PART 1926, SUBPART P, AS AMENDED TO DATE.
2. ALL SHORING SHALL BE IN ACCORDANCE WITH OSHA TRENCHING
STANDARD SPECIFICATIONS.
1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHARLOTTE WATER
GENERAL NOTES:
SHEET NO. U13 THRUST WALL DETAIL - TIE RODS
7030600038-16-011 7030600017-16-521
54"
6"
12"
8"
12
N/A N/A
4" PVC S/L
CO
700.94
GV
GV
LS
REM FH
P
FH
PFH
LS
SSCO
TGVPWM
PRPZ
SHEET U7 S
HE
E
T
U4
W.
Su
m

m
it
Av
S. Clarkson St
W.
Su
m

m
it
Av
Win
o
n
a
St Co
m

m
erce St
Q
ui
n
ce
y
StLincoln St
Pen
man St
D
un
bar
St
S Mint St
S Graham St
W
Carson
Bv
John Belk FyI-277
S Clarkson St
S
H
E
E
T
U
3
SHEET U8
S
HE
E
T
U6
SHEET U10
SHEET U11
SHEET U12
S. Graham St
W.
Blan
d
St
StreetW. PalmerSHEET U9
SHEET U5
Merriman Av
I-77
I-277
PROJECT AREA
DocuSign Envelope ID: 284A8ECD-0EC1-4C57-B303-8087DF5FB93F
3/4/20163/4/2016
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
N / A
N / A
PERMITS APPLICATION
CHARLOTTE, NORTH CAROLINA
C H A LO T T E
TERWWW
RH
1885372704
NONE
N/A
100
-
[phone]
DATE
LOCOMOTIVE & RAILCAR MAINTENANCE FACILITY
UNAVAILABLE
8 INCH/12 INCH
900 WEST TRADE STREET, SUITE 715
CHARLOTTE, NORTH CAROLINA 28202-1144
XIAOLIN DENG, PE
XIAOLIN DENG, PE
900 WEST TRADE STREET, SUITE 715
CHARLOTTE, NORTH CAROLINA 28202-1144
LOCOMOTIVE & RAILCAR MAINTENANCE FACILITY
U2
STV ENGINEERS, INC.
STV ENGINEERS, INC.
N / A
IRWIN
APPLICATION FOR PERMIT FOR WATER MAIN EXTENSION
AND UPON COMPLETION OF CONSTRUCTION INDICATES THAT CONSTRUCTION WAS COMPLETED IN ACCORDANCE
STATE OF NORTH CAROLINA SHALL SUBMIT A STATEMENT REFLECTING THAT ADEQUATE OBSERVATIONS DURING
OF CLTWater OR ITS AUTHORIZED REPRESENTATIVE. A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE
AND SPECIFICATIONS APPROVED BY CLTWater WILL BE MADE WITHOUT THE WRITTEN CONSENT AND APPROVAL
15A NCAC 18C.1801. THE APPLICANT AGREES THAT NO SIGNIFICANT CHANGE OR DEVIATION FROM THE PLANS
CLTWater HAS BEEN GRANTED AUTHORITY TO ISSUE PERMITS FOR EXTENSION OF WATER MAINS PURSUANT TO
NORTH CAROLINA GENERAL STATUTES, AND SUCH OTHER STATUTES AS RELATED TO PUBLIC WATER SYSTEMS.
THIS APPLICATION IS MADE UNDER AND IN FULL ACCORD WITH THE PROVISIONS OF CHAPTER 130A-317 OF THE
APPROVED:
WITH APPROVED PLANS AND SPECIFICATIONS.
PERMIT NO.
DESIGNED BY: FIRM:
PROJECT NAME:
PROJECT DESCRIPTION:
CLTWater PROJECT NO.:
CHARLOTTE, NORTH CAROLINA 28216
CHARLOTTE WATER
5100 BROOKSHIRE BLVD.
PHONE:
ADDRESS:
ENGINEER:
HAS BEEN REVIEWED BY ME AND IS ACCURATE AND COMPLETE TO THE
PREPARED IN ACCORDANCE WITH THE APPLICABLE REGULATIONS. ALTHOUGH CERTAIN PORTIONS OF THIS SUBMITTAL
SIGNATURE AND SEAL SIGNIFIES THAT I HAVE REVIEWED THIS MATERIAL AND HAVE JUDGED IT TO BE CONSISTENT WITH
BEST OF MY KNOWLEDGE. I FURTHER ATTEST THAT TO THE BEST OF MY KNOWLEDGE THE PROPOSED DESIGN HAS BEEN
PACKAGE MAY HAVE BEEN DEVELOPED BY OTHER PROFESSIONALS, INCLUSION OF THESE MATERIALS UNDER MY
I, , ATTEST THAT THIS APPLICATION FOR
NORTH CAROLINA PROFESSIONAL ENGINEER'S SEAL, SIGNATURE, AND DATE:
COMPLETE NAME AND ADDRESS OF ENGINEERING DESIGN FIRM:
PIPE DIAMETER OF SEWERS IMMEDIATELY DOWNSTREAM
PERMIT NO. FOR SEWERS IMMEDIATELY DOWNSTREAM
HAS ENGINEER DETERMINED THAT DOWNSTREAM SEWERS ARE CAPABLE TO HANDLE THIS FLOW? YES NO
IF A PRETREATMENT PERMIT IS REQUIRED, HAS ONE BEEN ISSUED? YES NO
IF WASTEWATER IS NON-DOMESTIC, DESCRIBE LEVEL OF PRETREATMENT:
JOSEPH C WILSON, P.E., CHIEF ENGINEER
CLTWater PERMIT NO. ISSUED
PERMIT APPROVED BY:
PLANT FLOW ALLOCATION RECORDED BY:
THE PROPOSED DESIGN.
PROFESSIONAL ENGINEER'S CERTIFICATION:
TELEPHONE - -
PROJECT? YES NO
SCHOOL INDUSTRIAL
LIST ANY PARAMETER AND ITS CONCENTRATION THAT WILL BE GREATER THAN NORMAL DOMESTIC LEVELS:
ORIGIN OF WASTEWATER SUBDIVISION COMMERCIAL
McALPINE CR. (NC0024970) IRWIN CR. (NC0024945) McDOWELL CR. (NC0036277)
SUGAR CR. (NC0024937) MALLARD CR. (NC0030210) ROCKY CR. (NC0036269)
WASTEWATER TREATMENT PLANT RECEIVING WASTEWATER:
135 GAL/DAY/MULTI-FAMILY UNIT X UNITS OR IS BASED ON :
PROJECT TYPE: NEW CONSTRUCTION RELOCATION MODIFICATION OF PERMIT NO.
VOLUME OF WASTEWATER GENERATED BY THIS PROJECT: GALLONS PER DAY BASED
ON 190 GAL/DAY/SINGLE FAMILY HOUSEHOLD X HOUSEHOLDS OR
PROJECT NAME
OTHER
CLTWater PROJECT NO.:
CREEK BASIN
HAS ENGINEER DETERMINED THAT NC DEM AND CLTWater MINIMUM DESIGN STANDARDS ARE MET BY THIS
APPLICATION FOR NON-DISCHARGE PERMIT
CHARLOTTE WATER
GRAVITY SEWER MAIN EXTENSION
APARTMENTS/CONDO'S OTHER
JOSEPH C WILSON, P.E., CHIEF ENGINEER
7030600017-16-521
7030600038-16-011
-
-
RELOCATION
8" AND 12" SANITARY SEWER
APPROX. 385 LF 54" WATER MAIN
APPROX. 1400 LF 6" WATER MAIN
1-800-632-4949
AVOID UTILITY DAMAGE
STOP
BEFORE YOU DIG
CALL NC ONECALL
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONPRELIMINARY PLANS
MAINTENANCE FACILITY
LOCOMOTIVE & RAILCAR
10+00 11+00 12+00 13+00 14+00
DateNo.RevisionBy
CHARLOTTE WATER
CHARLOTTE, NORTH CAROLINA
Surveyed By Designed By Drawn By
DateAs Built
Hor.
Vert.
File No.Job No.
PROFILE
Scales
PLAN
Sheet
Project-Engr Approved By Date
Of
C HA LO TTE
TERWWW
RH
XMDSTV
13
A CITY OF CHARLOTTE DEPARTMENT
DEWBERRY
3/4/2016 10:39:34 AM I:\Projects\4015156\4015156_0001\90_CAD Models and Sheets\04_CU_Utilities\Sheet File\4015156_WS_PERMIT.dgn
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
2/29/16CTH
7030600017-16-521 (S)
7030600038-16-011 (W)
XIAOLIN DENG
E
NGINEER
P R OFESS
I
ON
A
L
N O RTH CAR
O
LIN
A
034415
SEAL
DocuSign Envelope ID: 284A8ECD-0EC1-4C57-B303-8087DF5FB93F
3/4/2016
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
U3
690
695
700
705
710
715
720
10+00 11+00 12+00 13+00
685
14+00
0 20 40
SCALE 1" = 20'
60 80
1" = 20'
PLAN AND PROFILE
54" WATER MAIN1" = 4'
1" = 20'
720
715
710
705
700
695
690
685
WHETHER OR NOT THE ITEM WAS SPECIFIED.
CERTIFICATION FROM THE MANUFACTURER REGARDLESS OF
DRAWING SUBMITTAL SHALL BE ACCOMPANIED WITH A LETTER OF
PROJECT SHALL MEET "BUY AMERICA" REQUIREMENTS. EACH SHOP
3. ALL PRODUCTS, BUILDING MATERIALS, AND EQUIPMENT ON THIS
RESTRICTION.
DELIVERY TO THE SITE IN ORDER TO MEET THE TIME OF YEAR
COMPLETE THE CONNECTIONS AND ORDER ALL MATERIALS FOR
CONNECTION AND VERIFY ANY OTHER MEASUREMENTS REQUIRED TO
VERIFY THE LOCATION OF THE EXIST. PIPE JOINTS FOR
2. THE CONTRACTOR SHALL EXPOSE THE EXIST. 54" WATER MAIN AND
COMPLETED WITHIN 30 CONSECUTIVE CALENDAR DAYS.
ALLOWED BETWEEN DECEMBER 26TH AND MARCH 15TH AND
SERVICE OF THE EXIST. 54" PCCP WATER LINE SHOULD BE ONLY
1. ACCORDING TO CHARLOTTE WATER, INTERRUPTION TO WATER
NOTES:
705
7
1
0
710
715
72
0
720
7
2
5
725
7
3
0
730
735
R A I L R O AD
S T R E ET
(N E V E R O P E N E D )
1 8
.5
0
0
0
+
3
6
.80
1 0
2
.99
+
07
.8
0
86
.64
+
66
.3
3
2
0
.2
6
+
13
.3
9
2
6
.72
+
77
.5
6
19
.5
0
+
0
0
.0
0
C
C
10+00 11+00
1+00
12+00 13+00
P
R O P
.

D I
T
C H
LINE EASEMENT
EXIST. WATER
11.25° BEND
PROP. 54" DI RJ
STA. 10+20.00
PC250 WATER LINE
OF 54" RJ DIP
PROP. 385± LF
N S
R
E
X I S
T
. R /W
P
R O P
.

T
R A C K
#
5
N S
R E
X I S
T
.
R /W
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.
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P
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P.
S
S
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H-
3
S
T
A.
1
+
5
5.
9
1
STEEL CASING BY OPEN CUT
PROP. 60± LF OF 78"
CASING BY JACK AND BORE
PROP. 106± LF OF 78" STEEL AND VERTICAL ALIGNMENT)
TO ACHIEVE HORIZONTAL
45° BEND (ROTATE BEND
PROP. 54" DI RJ
STA. 13+40.03
AND VERTICAL ALIGNMENT)
TO ACHIEVE HORIZONTAL
45° BEND (ROTATE BEND
PROP. 54" DI RJ
STA. 13+74.41
OF FENCE IF NEEDED
AND REPLACE SECTION
CONTRACTOR TO REMOVE
RECIEVING PIT
12'x20'
BORE PIT
12'x40'
S
E
E
S
H
E
E
T
U
4
F
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8
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S
A
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'36"E
P
R
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S
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0
+
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8
6
8
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DI
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A
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A
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R
P
R
O
P.
1
1
6
±
L
F
O
F
(CLTWater JOB No. 636046)
TO REMAIN IN SERVICE
EXIST. 54" WATER LINE
F
I
L
L

L
I
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E
P
R
O
P
.

C
U
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/

2
2.
5°
B
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N
D
P
R
O
P.
6
"
DI
R
J
S
T
A.
1
1
+
5
1.
1
9
TIE INTO EXIST. 54" WATER LINE
PROP. 54" LONG PATTERN SLEEVE
PROP. 54" PCCP x DIP ADAPTER
PROP. THRUST WALL (SEE SHEET U13)
STA. 10+00.00
E
X I S
T
.
T R A C K
E
X I S
T
.
T
R
A C K
TIE INTO EXIST. 54" WATER LINE
PROP. 54" LONG PATTERN SLEEVE
PROP. 54" PCCP x DIP ADAPTER
PROP. THRUST WALL (SEE SHEET U13)
STA. 13+84.41
CASING BY OPEN CUT
PROP. 104± LF OF 78" STEEL
(CLTWater JOB No. 636046)
REMAIN IN SERVICE
EXIST. 54" WATER LINE TO
WALL
RETAINING
EXIST.
EXIST. FENCE
1
5
5
°
5
4'
5
8
"
FOR DETAILS
SEE SHEET 3-E
DEMOLISHED.
WALL TO BE
EXIST. RETAINING
SECTION OF THE
E
X
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.
F
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N C
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/
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LINE TO REMAIN
EXIST. 54" PCCP WATER
LINE TO REMAIN
EXIST. 54" PCCP WATER
PROP. GRADE
EXIST. GRADE
MIN. 12" CLEARANCE
PROP. 54" LONG PATTERN SLEEVE
PROP. 54" PCCP x DIP ADAPTER
PROP. THRUST WALL
STA. 10+00.00
PROP. 54" LONG PATTERN SLEEVE
PROP. 54" PCCP x DIP ADAPTER
PROP. THRUST WALL
STA. 13+84.41
PROP. 54" RJ DIP WATER MAIN PRESSURE CLASS 250
COVER
MIN. 4.5'
(T=1.000")
PROP 270± LF OF 78" STEEL CASING
LINER PLATES CASING TO BE ABANDONED
EXIST. 54" PCCP WATER LINE WITH 96" STEEL
C
/L
P
R O
P .
T R A C
K
#
5
STA. 13+35.00
S
T
A
.

1
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+
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0
.
0
0
S
T
A
.

1
3
+
8
4
.
4
1
STA. 10+65.48
UNDERDRAIN
PROP. 6"
DEMOLISHED
SECTION TO BE
EXIST. RETAINING WALL
702.622
:1 40:1
701.84
2:
1
50:1
2
:1
1
:
1
FROM TOP OF RAIL
MIN. 6' CLEARANCE
B
O
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P
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P
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V I
N
G

FROM TOP OF RAIL
1-800-632-4949
AVOID UTILITY DAMAGE
STOP
BEFORE YOU DIG
CALL NC ONECALL
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONPRELIMINARY PLANS
MAINTENANCE FACILITY
LOCOMOTIVE & RAILCAR
10+00 11+00 12+00 13+00 14+00
DateNo.RevisionBy
CHARLOTTE WATER
CHARLOTTE, NORTH CAROLINA
Surveyed By Designed By Drawn By
DateAs Built
Hor.
Vert.
File No.Job No.
PROFILE
Scales
PLAN
Sheet
Project-Engr Approved By Date
Of
C HA LO TTE
TERWWW
RH
XMDSTV
13
A CITY OF CHARLOTTE DEPARTMENT
DEWBERRY
3/4/2016 10:39:40 AM I:\Projects\4015156\4015156_0001\90_CAD Models and Sheets\04_CU_Utilities\Sheet File\4015156_WS_sheet_03.dgn
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
2/29/16CTH
7030600017-16-521 (S)
7030600038-16-011 (W)
XIAOLIN DENG
E
NGINEER
P R OFESS
I
ON
A
L
N O RTH CAR
O
LIN
A
034415
SEAL
DocuSign Envelope ID: 284A8ECD-0EC1-4C57-B303-8087DF5FB93F
3/4/2016
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
U4
LINE A
0 20 40
SCALE 1" = 20'
60 80
1" = 20'
1" = 20'
1" = 4'
690
695
700
705
710
715
720
685 685
690
695
700
705
710
715
720
5+004+003+002+001+000+00
PLAN AND PROFILE
W. PALMER ST. SEWER
OR NOT THE ITEM WAS SPECIFIED.
THE MANUFACTURER REGARDLESS OF WHETHER
WITH A LETTER OF CERTIFICATION FROM
DRAWING SUBMITTAL SHALL BE ACCOMPANIED
"BUY AMERICA" REQUIREMENTS. EACH SHOP
EQUIPMENT ON THIS PROJECT SHALL MEET
1. ALL PRODUCTS, BUILDING MATERIALS, AND
NOTES:
4 " P V C S /L
C O
700.94
7
0
5
7
0
5
7
0
5
7
0
5
71
0
715
7
1
5
S
S
S
M A
LL

HA
R
D
W OO
D
S
SM H
R IM =718.31
C L INV =710.09
R IM =713.98
8 " IN V IN =7 06.22
8 " INV
OU
T =700.63
SM H
RIM=701.98
CL INV=694.10
SMH
GV
WV
GV
S
T
E
S
T
E
S
18
.
5
0
0
0
+
2
9
.
2
4
T
E
S
T
E
S
24.7-FT 18" RCP
715.28
699.68
700.83
700.71
701.84
696.8 9
11+00
12+00
0
+
0
0
1+00
2+00
16+00
SSCO
13+00
14+00
15+00
3+00
4+00
5+00
TO REMAIN IN SERVICE
EXIST. 8" SANITARY SEWER
W PALMER ST
P
R
O P
.

T
R
A C
K

#
5
P
R
O
P
.

T
R
A
C
K
#
6
P
R
O
P
.

T
R
A
C
K
#
7
N S
R
E
X I
S
T
.

R
/
W
PROP. SSMH-4
STA. 5+22.52
SANITARY SEWER
OF 8" DIP
PROP. 367± LF
BY OPEN CUT
18" STEEL CASING
PROP. 193±LF OF
BY JACK AND BORE
18" STEEL CASING
PROP. 91± LF OF
BY OPEN CUT
18" STEEL CASING
PROP. 59±LF OF
PROP. SSMH-3
STA. 1+55.91
P
R
O
P
.

D
I
T
C
H
P
R O P
.

C
U T
/
F
I
LL

L
I
N E
N S
R
E
X I
S
T
.

R /
W
P
R O P
.

D I
T
C H
P
R
O P
.

C
U
T
/
F
I
L
L

L
I
N E
OF FENCE IF NEEDED
AND REPLACE SECTION
CONTRACTOR TO REMOVE
BORE PIT
10'x40'
RECIEVING PIT
10'x15'
FOR DETAILS
SEE SHEETS U5-U6
PROP. 6" WATER LINE
N
3
5
°
5
8
'
1
1
"
E
S56°59'36"E
S32°54'34"E
92°57'47"
PROP. SSMH-2
STA. 0+39.86
8" DIP SANITARY SEWER
PROP. 116± LF OF
8" DIP SANITARY SEWER
PROP. 40± LF OF
173°27'45"
E
X I
S
T
.

T
R
A C
K
E
X I
S
T
.

T
R
A
C K
STUBOUT AND COUPLING
TIE INTO EXIST. PIPE WITH
PROP. SSMH-1
REPLACE EXIST. MANHOLE
STA. 0+00.00 (LINE A)
FENCE
EXIST.
PIPE
DRAINAGE
EXIST.
155°54'58"
OF FENCE IF NEEDED
AND REPLACE SECTION
CONTRACTOR TO REMOVE
THE EXIST. SEWER LATERAL
CONTRACTOR TO FIELD LOCATE
PROP. CLEANOUT SEWER
1-800-632-4949
AVOID UTILITY DAMAGE
STOP
BEFORE YOU DIG
CALL NC ONECALL
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONPRELIMINARY PLANS
MAINTENANCE FACILITY
LOCOMOTIVE & RAILCAR
10+00 11+00 12+00 13+00 14+00
DateNo.RevisionBy
CHARLOTTE WATER
CHARLOTTE, NORTH CAROLINA
Surveyed By Designed By Drawn By
DateAs Built
Hor.
Vert.
File No.Job No.
PROFILE
Scales
PLAN
Sheet
Project-Engr Approved By Date
Of
C HA LO TTE
TERWWW
RH
XMDSTV
13
A CITY OF CHARLOTTE DEPARTMENT
DEWBERRY
3/4/2016 10:39:43 AM I:\Projects\4015156\4015156_0001\90_CAD Models and Sheets\04_CU_Utilities\Sheet File\4015156_WS_sheet_04.dgn
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
2/29/16CTH
7030600017-16-521 (S)
7030600038-16-011 (W)
XIAOLIN DENG
E
NGINEER
P R OFESS
I
ON
A
L
N O RTH CAR
O
LIN
A
034415
SEAL
SERVICE
REMAIN IN
SEWER TO
SANITARY
EXIST. 8"
EXIST. 8" SANITARY SEWER TO BE ABANDONED
(REMOVE SEGMENT IF NEEDED)
C
/L
P R O
P .

T R A C
K
#
6
C
/L
P R O
P .

T R A
C
K
#
7
E
X I S
T
.
N S
R

R
/
W
E
X
I S
T
.
F
E
N
C E E
X
I S
T
.
F
E
N C
E
E
X I S
T
.
N S
R

R
/
W
C /
L
E
X
I S
T
.
M A I N
T
R
A C K
C
/
L
E
X
I S
T
.
M A I N

T
R
A C
K

& TYPE A FRAME
SSMH-1 W/ TYPE 1 COVER
PROP. 4' DIA. MANHOLE
STA. 0+00.00
REPLACE EXIST. MANHOLE
& TYPE A FRAME
SSMH-3 W/ TYPE 1 COVER
PROP. 4' DIA. MANHOLE
STA. 1+55.91
& TYPE A FRAME
SSMH-4 W/ TYPE 1 COVER
PROP. 5' DIA. MANHOLE
STA. 5+22.52
& TYPE A FRAME
SSMH-2 W/ TYPE 1 COVER
PROP. 4' DIA. MANHOLE
STA. 0+39.86
L
PROP. F IN = 694.13L
EXIST. F OUT = 694.10
116.05 LF @ 0.60%
PRESSURE CLASS 350
PROP. 8" DIP SANITARY SEWER
39.86 LF @ 0.60%
PRESSURE CLASS 350
PROP. 8" DIP SANITARY SEWER
PROP. F OUT = 694.37
PROP. F IN = 694.40L
L
PROP. F OUT = 695.10
PROP. F IN = 695.13L
L PROP. F OUT = 697.33L
STA. 1+65.91
STA. 5+08.62
(T=0.312")
18" STEEL CASING
PROP. 343± LF OF
EXIST. GRADE
PROP. GRADE
366.61 LF @ 0.60%
PRESSURE CLASS 350
PROP. 8" RJ DIP SANITARY SEWER
C
/L
P R O
P .
T R A C
K
#
5
PROP. WATER MAIN
TO BE REMOVED
EXIST. DRAINAGE PIPE
CLEARANCE
MIN. 12"
UNDERDRAIN
PROP. 6"
UNDERDRAIN
PROP. 6"
B
O
R
E

P
I
T
P
I
T
R
E
C
E
I
V
I
N
G

FROM TOP OF RAIL
2
:1 1
:
1
699.28
2:
1
50:1
2
:1
40:1
699.68
FROM TOP OF RAIL
MIN. 6' CLEARANCE
DocuSign Envelope ID: 284A8ECD-0EC1-4C57-B303-8087DF5FB93F
3/4/2016
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
U5
0 20 40
SCALE 1" = 20'
60 80
1" = 20'
1" = 20'
1" = 4'
M
A
T
C
H
L
I N
E

W
T
-6
D
I P

S
T
A
.
1
3
+
5
0
.
0
0

S
E
E

S
H
E
E
T

U
6
M
A
T
C
H
L
I N
E

W
T
-6
D
I P
S
T
A
.
1
3
+
5
0
.
0
0

S
E
E

S
H
E
E
T

U
6
690
695
700
705
710
715
720
10+00 11+00 12+00 13+00
685
720
715
710
705
700
695
690
685
PLAN AND PROFILE, SHEET 1 OF 2
W. PALMER ST. WATER
NOT THE ITEM WAS SPECIFIED.
FROM THE MANUFACTURER REGARDLESS OF WHETHER OR
BE ACCOMPANIED WITH A LETTER OF CERTIFICATION
REQUIREMENTS. EACH SHOP DRAWING SUBMITTAL SHALL
ON THIS PROJECT SHALL MEET "BUY AMERICA"
1. ALL PRODUCTS, BUILDING MATERIALS, AND EQUIPMENT
NOTES:7
0
5
7
0
57
0
5
7
0
5
S
S
M A
LL

HA
R
D
W OO
D
S
RIM=701.98
CL INV=694.10
SMH
WEST PALMER STREET CLOSED 08/28/1989
RES. BK. 25, PG. 348 DEED BK. 6161, PG. 812
10+00
11+00
12+00
0
+
0
0
1+00
2+00
13+00
3+00
TO REMAIN IN SERVICE
EXIST. 6" WATER LINE
N S
R
E
X I
S
T
.

R
/
W
TIE INTO EXIST. 6" WATER LINE
(CLTWater STD. DETAIL #DD)
PROP. REINFORCED CROSS BLOCKING
PROP. 6" LONG PATTERN SLEEVE
STA. 10+00.00
6" RJ DIP WATER LINE OF FENCE IF NEEDED
AND REPLACE SECTION
CONTRACTOR TO REMOVE
BORE PIT
10'x40'
SEE SHEET U4 FOR DETAILS
PROP. 8" SANITARY SEWER
BY JACK AND BORE
16" STEEL CASING
(CLTWater JOB No. 636046
)
TO REMAIN IN SERVICE
EXIST. 54" WATER LINE
45° BEND
PROP. 6" DI RJ
STA. 10+72.55
22.5° BEND
PROP. 6" DI RJ
STA. 11+51.19
45° BEND
PROP. 6" DI RJ
STA. 10+05.00
BY OPEN CUT
16" STEEL CASING
TIE INTO EXIST. 54" WATER LINE
PROP. 54" LONG PATTERN SLEEVE
PROP. 54" PCCP x DIP ADAPTER
PROP. THRUST WALL (SEE SHEET U13)
STA. 10+00.00
E
X I
S
T
.

T
R
A C
K
E
X I
S
T
.

T
R
A
C K
1-800-632-4949
AVOID UTILITY DAMAGE
STOP
BEFORE YOU DIG
CALL NC ONECALL
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONPRELIMINARY PLANS
MAINTENANCE FACILITY
LOCOMOTIVE & RAILCAR
10+00 11+00 12+00 13+00 14+00
DateNo.RevisionBy
CHARLOTTE WATER
CHARLOTTE, NORTH CAROLINA
Surveyed By Designed By Drawn By
DateAs Built
Hor.
Vert.
File No.Job No.
PROFILE
Scales
PLAN
Sheet
Project-Engr Approved By Date
Of
C HA LO TTE
TERWWW
RH
XMDSTV
13
A CITY OF CHARLOTTE DEPARTMENT
DEWBERRY
3/4/2016 10:39:46 AM I:\Projects\4015156\4015156_0001\90_CAD Models and Sheets\04_CU_Utilities\Sheet File\4015156_WS_sheet_05.dgn
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
2/29/16CTH
7030600017-16-521 (S)
7030600038-16-011 (W)
XIAOLIN DENG
E
NGINEER
P R OFESS
I
ON
A
L
N O RTH CAR
O
LIN
A
034415
SEAL
(APPROX. DEPTH)
TO REMAIN
WATER LINE
EXIST. 6" DIP
E
X
I S
T
.
N S
R

R
/
W
E
X
I S
T
.
F
E
N
C E
C
/
L
E
X
I S
T
.
M A I N

T
R
A C
K

C
/
L
E
X
I S
T
.
M A I N

T
R
A C
K

E
X
I S
T
.
F
E
N
C E
EXIST. GRADE
(T=0.281")
16" STEEL CASING
PROP 142± LF (335± LF TOTAL)
STA. 12+07.97
S
T
A .

1
0
+
0
0
.
0
0
PRESSURE CLASS 350
6" RJ DIP WATER LINE
PROP. 8" SEWER
(VERTICAL)
11.25° BEND
PROP. 6" DI RJ
STA. 11+86.40
(VERTICAL)
11.25° BEND
PROP. 6" DI RJ
STA. 12+02.97
MIN. 12" CLEARANCE
FROM TOP OF RAIL
MIN. 6' CLEARANCE
COVER
MIN. 3'
B
O
R
E

P
I
T
DocuSign Envelope ID: 284A8ECD-0EC1-4C57-B303-8087DF5FB93F
3/4/2016
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
U6
0 20 40
SCALE 1" = 20'
60 80
1" = 20'
1" = 20'
1" = 4'
690
695
700
705
710
715
720
690
695
700
705
710
715
720
725 725
M
A
T
C
H
L
I N
E

W
T
-
6
D
I P

S
T
A
.

1
3
+
5
0
.0
0

S
E
E

S
H
E
E
T

U
5
M
A
T
C
H
L
I N
E

W
T
-6
D
I P

S
T
A
.

1
3
+
5
0
.
0
0

S
E
E

S
H
E
E
T

U
5
14+00 15+00 16+00 17+00
PLAN AND PROFILE, SHEET 2 OF 2
W. PALMER ST. WATER
NOT THE ITEM WAS SPECIFIED.
FROM THE MANUFACTURER REGARDLESS OF WHETHER OR
BE ACCOMPANIED WITH A LETTER OF CERTIFICATION
REQUIREMENTS. EACH SHOP DRAWING SUBMITTAL SHALL
ON THIS PROJECT SHALL MEET "BUY AMERICA"
1. ALL PRODUCTS, BUILDING MATERIALS, AND EQUIPMENT
NOTES:
4 " P V C S /L
C O
700.94
71
0
715
7
1
5
720
725
S
SM H
R IM =718.31
C L INV
=7 10.09
R IM =7 13.98
8" IN V IN =7 06.22
8 " IN V OU
T =700.6 3
SM H
G R E A S E TR A P
SM H
R IM=7 26.26
8" IN =719.47
8" IN =719.37
8 " OU
T =719.3 0
GV
WV
GV
S
G
M
G
V
GV
D
WVWV
W
M
W
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D
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V
W
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W
M
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W
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W
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S
18
.
5
0
0
0
+
2
9
.
2
4
6
4
.
5
3
+
3
9
.
4
5
T
E
S
T
E
S
24.7-FT 18" RCP
715.28
699.68
700.83
700.71
701.84
696.8 9
GV
GV
L
S
REM FH
P
F
H
L
S
16+00
SSCO
14+00
15+00 17+00
3+00
4+00
5+00
TO REMAIN IN SERVICE
EXIST. 6" WATER LINE
W PALMER ST
P
R
O P
.

T
R
A C
K

#
5
P
R
O
P
.

T
R
A
C
K
#
6
P
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P
.

T
R
A
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#
7
P
R
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.

D
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/
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P
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C H
P
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.

C
U
T
/
F
I
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L

L
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N E
(DIRECT BURY)
PROP. RJ GV & VALVE BOX
STA. 17+27.79 (5' RT)
PROP. 6" x 6" DI RJ TEE
STA. 17+27.79
(DIRECT BURY)
PROP. RJ GV & VALVE BOX
STA. 17+17.78
TO REMAIN IN SERVICE
EXIST. 6" WATER LINE
6" RJ DIP WATER LINE
W PALMER ST
BY OPEN CUT
16" STEEL CASING
PROP. 183± LF OF
RECIEVING PIT
10'x15'
SEE SHEET U4 FOR DETAILS
PROP. 8" SANITARY SEWER
SEE SHEET U4 FOR DETAILS
PROP. 8" SANITARY SEWER
PROP. FIRE HYDRANT W/STORZ FITTING
PROP 15' LF 6" RJ DIP
PROP. 6" RJ GV & VALVE BOX (DIRECT BURY)
PROP. 6" x 6" DI RJ TEE
STA. 17+04.79
11.25° BEND
PROP. 6" DI RJ
STA. 15+48.13
FENCE
EXIST.
PIPE
DRAINAGE
EXIST.
OF FENCE IF NEEDED
AND REPLACE SECTION
CONTRACTOR TO REMOVE
PROP. 6" LINE STOP
PROP. 6" LINE STOP
PATTERN SLEEVE
2 - PROP. 6" LONG
6" RJ DIP WATER LINE
1-800-632-4949
AVOID UTILITY DAMAGE
STOP
BEFORE YOU DIG
CALL NC ONECALL
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONPRELIMINARY PLANS
MAINTENANCE FACILITY
LOCOMOTIVE & RAILCAR
10+00 11+00 12+00 13+00 14+00
DateNo.RevisionBy
CHARLOTTE WATER
CHARLOTTE, NORTH CAROLINA
Surveyed By Designed By Drawn By
DateAs Built
Hor.
Vert.
File No.Job No.
PROFILE
Scales
PLAN
Sheet
Project-Engr Approved By Date
Of
C HA LO TTE
TERWWW
RH
XMDSTV
13
A CITY OF CHARLOTTE DEPARTMENT
DEWBERRY
3/4/2016 10:39:49 AM I:\Projects\4015156\4015156_0001\90_CAD Models and Sheets\04_CU_Utilities\Sheet File\4015156_WS_sheet_06.dgn
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
2/29/16CTH
7030600017-16-521 (S)
7030600038-16-011 (W)
XIAOLIN DENG
E
NGINEER
P R OFESS
I
ON
A
L
N O RTH CAR
O
LIN
A
034415
SEAL
C
/L
P
R O
P
.
T R A C
K
#
6
C
/L
P R O
P .
T R A C
K
#
7
E
X
I S
T
.
F
E
N
C E
APPROX. DEPTH
EXIST. TELEPHONE
E
X I S
T
.
N S
R

R
/
W
E
X
I S
T
.
F
E
N C
E
E
X I S
T
.
F
E
N C
E
TO BE ABANDONED
EXIST. SEWER
EXIST. GRADE
PROP. GRADE
(APPROX. DEPTH)
WATER LINE
EXIST. 6" DIP
(T=0.281")
16" STEEL CASING
PROP 193± LF (335± LF TOTAL)
6" RJ DIP WATER LINE PRESSURE CLASS 350
COVER
MIN. 3'
STA. 15+43.13
S
T
A .

1
7
+
2
7
.
7
9
C
/L
P R O
P .

T R A
C
K
#
5
TO BE REMOVED
EXIST. DRAINAGE PIPE
(VERTICAL)
45° BEND
PROP. 6" DI RJ
STA. 15+71.43
(VERTICAL)
45° BEND
PROP. 6" DI RJ
STA. 15+53.13
MIN. 24" CLEARANCE
FROM TOP OF RAIL
MIN. 6' CLEARANCE
UNDERDRAIN
PROP. 6"
UNDERDRAIN
PROP. 6"
P
I
T
R
E
C
E
I
V
I
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G

1
:
1
699.58
2
:1
50:1
699.19
2:
1
40:12
:1
DocuSign Envelope ID: 284A8ECD-0EC1-4C57-B303-8087DF5FB93F
3/4/2016
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
U7
LINE B
0 20 40
SCALE 1" = 20'
60 80
1" = 20'
SEWER PLAN AND PROFILE
PENMAN STREET
1" = 20'
1" = 4'
690
695
700
705
710
685 685
690
695
700
705
710
0+00 1+00 2+00 3+00
675
680
675
680
690
695
700
705
710
10+00 11+00
685
675
680
695
700
705
710
685
690
680
675
LINE B-1
NOT THE ITEM WAS SPECIFIED.
FROM THE MANUFACTURER REGARDLESS OF WHETHER OR
BE ACCOMPANIED WITH A LETTER OF CERTIFICATION
REQUIREMENTS. EACH SHOP DRAWING SUBMITTAL SHALL
ON THIS PROJECT SHALL MEET "BUY AMERICA"
1. ALL PRODUCTS, BUILDING MATERIALS, AND EQUIPMENT
NOTES:
6
9
0
6
9
0
6
9
5
69
5
69
5
700
700
7
0
0
700
7
0
0
7
0
5
S
2 X EL
M
S M H
R IM =695
.45
8 " IN =686
.05
8" O U T =681.97
S M H
R IM =699
.78
12" IN =688
.74
12 " OU
T =688
.63
S
WM
R A
I L R OA
D

S T R EE
T
C L O
S
E D

0
5
/
2
6
/
19
9
8
R E S
.
B K .
3
5
,
P
G .
6
3
D EE
D

B K
.
9
8
08
,
P
G .
80
5
T
E
S
T
E
S
2
0
1
.16
+
3
0
.0
7
T
E
S
T
E
S
693
.83
696.27
696.16
34.0-FT 18" RCP
694.0 4
6 94.04
1 97-LF 18" RCP
0
+
0
0
1+00
0
+
0
0
2+00
PENMAN STREET
TO REMAIN IN SERVICE
EXIST. 12" SANITARY SEWER
P
R O P
.
C U T
/
F
I
LL
L I
N E
P
R O P
.
T R A C K #
6
P
R O P
.
T
R A C K #7
P
R O P
.
T
R A C K #
5
S37°2'14"E
BY OPEN CUT
24" STEEL CASING
PROP. 150± LF OF
SANITARY SEWER
OF 12" DIP
PROP. 257± LF
SANITARY SEWER
OF 12" DIP
PROP. 15± LF
PROP. SSMH-6
STA. 0+15.00 (LINE B)
BY JACK AND BORE
24" STEEL CASING PIPE
PROP. 94± LF OF
PROP. SSMH-7
STA. 0+00.00 (LINE B-1)
STA. 2+72.00 (LINE B)
8" DIP SANITARY SEWER
PROP. 53± LF OF
PROP. SSMH-7A
STA. 0+13.49 (LINE B-1)
PROP. SSMH-7B
STA. 0+66.49 (LINE B-1)
N S
R
E
X I
S
T
.

R
/
W
N S
R

E
X I
S
T
.

R
/
W
P
R O P
.
C U T /F
I
LL
L
I
N E
P
R O P
.
D I
T
C H
P
R O P
.
D I
T C H
TO REMAIN IN SERVICE
EXIST. 12" SANITARY SEWER
STUBOUT AND COUPLING
TIE INTO EXIST. PIPE WITH
PROP. SSMH-8
STA. 2+93.91 (LINE B)
STUBOUT AND COUPLING
TIE INTO EXIST. PIPE WITH
PROP. SSMH-5
REPLACE EXIST. MANHOLE
(LINE B)
STA. 0+00.00
8" DIP SANITARY SEWER
PROP. 14± LF OF
12" DIP SANITARY SEWER
PROP. 22± LF OF
PIT
RECEIVING
10'x15'
BORE PIT
10'x40'
D R A I
NA
G
E

P
I
P
E
P
R O P
.

18
"

E
X I
S
T
.

T
R
A C
K
E
X I
S
T .

T R A C K
EXIST. FENCE
E
X I
S
T
.

T
R A C
K
PIPE
DRAINAGE
EXIST.
147°6'41"117°44'10"
120°0'0"
123°39'45"
96°44'39"
D R A I
NA
G
E P
I
P
E
P
R O P
.

18
"

1-800-632-4949
AVOID UTILITY DAMAGE
STOP
BEFORE YOU DIG
CALL NC ONECALL
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONPRELIMINARY PLANS
MAINTENANCE FACILITY
LOCOMOTIVE & RAILCAR
10+00 11+00 12+00 13+00 14+00
DateNo.RevisionBy
CHARLOTTE WATER
CHARLOTTE, NORTH CAROLINA
Surveyed By Designed By Drawn By
DateAs Built
Hor.
Vert.
File No.Job No.
PROFILE
Scales
PLAN
Sheet
Project-Engr Approved By Date
Of
C HA LO TTE
TERWWW
RH
XMDSTV
13
A CITY OF CHARLOTTE DEPARTMENT
DEWBERRY
3/4/2016 10:39:53 AM I:\Projects\4015156\4015156_0001\90_CAD Models and Sheets\04_CU_Utilities\Sheet File\4015156_WS_sheet_07.dgn
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
2/29/16CTH
7030600017-16-521 (S)
7030600038-16-011 (W)
XIAOLIN DENG
E
NGINEER
P R OFESS
I
ON
A
L
N O RTH CAR
O
LIN
A
034415
SEAL
PROP. GRADE
C
/L
P R O
P .
T R A C
K
#
6
C
/L
P R O
P .
T R A C
K
#
7
E
X
I S
T
.
N S
R

R
/
W
C /
L
E
X
I S
T
.
M A I N

T
R
A C
K
C
/
L
E
X
I S
T
.
M A I N

T
R
A C
K

C /
L
E
X I S
T
.
M A I N
T
R
A C K
E
X
I S
T
.
F
E
N
C E
& TYPE B FRAME
SSMH-6 W/ TYPE 1 COVER
PROP. 4' DIA. MANHOLE
STA. 0+15.00
PROP. F IN = 682.17L
L
L
L
LPROP. F OUT = 683.70
PROP. F IN = 684.03 (LINE B-1)
PROP. F IN = 692.16 (LINE B)
15.00 LF @ 0.47%
PRESSURE CLASS 350
PROP. 12" DIP SANITARY SEWER
LPROP. F OUT = 692.76
LEXIST. F OUT = 681.97
LEXIST. F IN = 692.96
SERVICE
REMAIN IN
SEWER TO
SANITARY
EXIST. 12"
IN SERVICE
TO REMAIN
SANITARY SEWER
EXIST. 12"
STA. 2+64.00
(T=0.406")
24" STEEL CASING
PROP. 244± LF OF
STA. 0+20.00
TO BE ABANDONEDEXIST. 12" SANITARY SEWER
EXIST. GRADE
PROP. F OUT = 682.24
PROP. F IN = 682.44
L
L
21.91 LF @ 2.74%
SANITARY SEWER
PROP. 12" DIP
REPLACE EXIST. MANHOLE
& TYPE B FRAME
SSMH-5 W/ TYPE 1 COVER
PROP. 4' DIA. MANHOLE
STA. 0+00.00
& TYPE A FRAME
SSMH-8 W/ TYPE 1 COVER
PROP. 4' DIA. MANHOLE
STA. 2+93.91
OUTSIDE DROP
& TYPE A FRAME
SSMH-7 W/ TYPE 1 COVER
PROP. 5' DIA. MANHOLE
STA. 0+00.00 (LINE B-1)
STA. 2+72.00
C
/L
P R O
P .
T R A C
K
#
5
257.00 LF @ 0.49%
PRESSURE CLASS 350
SANITARY SEWER
PROP. 12" RJ DIP
PROP. 18" RCP
PROP. 18" RCP
UNDERDRAIN
PROP. 6"
UNDERDRAIN
PROP. 6"
P
I
T
R
E
C
E
I
V
I
N
G

FROM TOP OF RAIL
MIN. 6' CLEARANCE
FROM TOP OF RAIL
MIN. 6' CLEARANCE
COVER
MIN. 3'
COVER
MIN. 3'
1.
5:
1 45:1
695.31
2
:150:1
40:1
1
:
1
B
O
R
E

P
I
T
PROP. GRADE
APPROX. DEPTH
EXIST. WATER
E
X I S
T
.
F
E
N C
E
& TYPE A FRAME
SSMH-7B W/ TYPE 1 COVER
PROP. 4' DIA. MANHOLE
STA. 0+66.59
& TYPE A FRAME
SSMH-7A W/ TYPE 1 COVER
PROP. 4' DIA. MANHOLE
STA. 0+13.49
& TYPE A FRAME
SSMH-7 W/ TYPE 1 COVER
PROP. 5' DIA. MANHOLE
STA. 2+72.00 (LINE B)
STA. 0+00.00
PROP. F OUT = 684.11
PROP. F IN = 684.31L
L
COVER
MIN. 3'
EXIST. GRADE
COVER
MIN. 3'
LPROP. F OUT = 684.63
PROP. F OUT = 683.70
PROP. F IN = 684.02 (LINE B-1)
PROP. F IN = 692.16 (LINE B)L
L
L
13.49 LF @ 0.67%
PRESSURE CLASS 350
SANITARY SEWER
PROP. 8" DIP
53.10 LF @ 0.60%
SEWER PRESSURE CLASS 350
PROP. 8" DIP SANITARY
TO REMAIN
EXIST. 48" RCP
PROP. 18" RCP
DocuSign Envelope ID: 284A8ECD-0EC1-4C57-B303-8087DF5FB93F
3/4/2016
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
U8
0 20 40
SCALE 1" = 20'
60 80
1" = 20'
1" = 20'
1" = 4'
M
A
T
C
H
L
I N
E
W
T
-
6

S
T
A
.

1
3
+
0
0
.
0
0

S
E
E

S
H
E
E
T
U
9
M
A
T
C
H
L
I N
E

W
T
-6

S
T
A
.

1
3
+
0
0
.0
0

S
E
E

S
H
E
E
T

U
9
690
695
700
705
710
715
685 685
690
695
700
705
710
715
10+00 11+00 12+00 13+00
680 680
PLAN AND PROFILE, SHEET 1 OF 2
PROP. 6-INCH WATER LINE
NOT THE ITEM WAS SPECIFIED.
FROM THE MANUFACTURER REGARDLESS OF WHETHER OR
BE ACCOMPANIED WITH A LETTER OF CERTIFICATION
REQUIREMENTS. EACH SHOP DRAWING SUBMITTAL SHALL
ON THIS PROJECT SHALL MEET "BUY AMERICA"
1. ALL PRODUCTS, BUILDING MATERIALS, AND EQUIPMENT
NOTES:
69
5
695
7
0
0
705
7
1
0
71
0
2
0

'
M
B
S
L

(
T
Y
P
I
C
A
L
)
W
M
W
V
W
V
W
V
W
M
S
65.48
+72.48
59.94
+53.73
48.31
+56.70
32.35
+22.60
10.73
+28.15
9.46
+72.48
C
685
686
687
688
689
690
691
692
684
10+00
11+00
TGV
PWM
PRPZ
12+00
W

S
U
M
M
I
T

A
V
E
IN SERVICE
TO REMAIN
WATER MAIN
EXIST. 12"
PROP. CUT/FILL LINE
PROP. TRACK #5
IN SERVICE
TO REMAIN
WATER MAIN
EXIST. 12"
SLEEVE AND VALVE
FULL BODY TAPPING
PROP. 12"x6"
STA. 10+00.00
DRAINAGE POND
PROP. STORM
OF 6" DIP WATER LINE
PROP. DITCH
(CLTWater STD. DETAIL #N)
ASSEMBLY AND VAULT
PROP. 6" METER
DISCHARGE PER CHARLOTTE WATER REQUIREMENT
HEATED ENCLOSURE TO INCLUDE DRAIN PORT FOR
INSTALLED ABOVE GROUND WITHIN INSULATED AND
PROP. 6" REDUCED PRESSURE PRINCIPLE ASSEMBLY
CULVERT
DUAL BOX
PROP. 6'x6'
PIPE
DRAINAGE
PROP.
45° BEND
PROP. 6" DI RJ
STA. 10+98.86
HORIZONTAL AND VERTICAL ALIGNMENT)
(ROTATE BEND TO ACHIEVE BOTH
22.5° BEND
PROP. 6" DI RJ
STA. 10+51.21
1-800-632-4949
AVOID UTILITY DAMAGE
STOP
BEFORE YOU DIG
CALL NC ONECALL
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONPRELIMINARY PLANS
MAINTENANCE FACILITY
LOCOMOTIVE & RAILCAR
10+00 11+00 12+00 13+00 14+00
DateNo.RevisionBy
CHARLOTTE WATER
CHARLOTTE, NORTH CAROLINA
Surveyed By Designed By Drawn By
DateAs Built
Hor.
Vert.
File No.Job No.
PROFILE
Scales
PLAN
Sheet
Project-Engr Approved By Date
Of
C HA LO TTE
TERWWW
RH
XMDSTV
13
A CITY OF CHARLOTTE DEPARTMENT
DEWBERRY
3/4/2016 10:39:56 AM I:\Projects\4015156\4015156_0001\90_CAD Models and Sheets\04_CU_Utilities\Sheet File\4015156_WS_sheet_08.dgn
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
2/29/16CTH
7030600017-16-521 (S)
7030600038-16-011 (W)
XIAOLIN DENG
E
NGINEER
P R OFESS
I
ON
A
L
N O RTH CAR
O
LIN
A
034415
SEAL
PROP. 6'x6' DUAL BOX CULVERT
S
T
A
.

1
0
+
0
0
.
0
0
S
T
A
.

1
1
+
3
5
.
0
0
6" DIP WATER LINE PRESSURE CLASS 350
EXIST. GRADE
PROP. GRADE
MIN. 3' COVER
(APPROX. DEPTH)
TO REMAIN
WATER LINE
EXIST. 12" DIP
(VERTICAL)
11.25° BEND
PROP. 6" DI RJ
STA. 10+71.51
E
X
I S
T
.
F
E
N C
E
UNDERDRAIN
PROP. 6"
UNDERDRAIN
PROP. 6"
APPROX. DEPTH
EXIST. TELEPHONE
PROP. 36" RCP
DocuSign Envelope ID: 284A8ECD-0EC1-4C57-B303-8087DF5FB93F
3/4/2016
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
0 20 40
SCALE 1" = 20'
60 80
1" = 20'
1" = 20'
1" = 4'
M
A
T
C
H
L
I N
E

W
T
-6

S
T
A
.

1
3
+
0
0
.0
0

S
E
E

S
H
E
E
T

U
8
M
A
T
C
H
L
I N
E
W
T
-
6

S
T
A
.

1
3
+
0
0
.
0
0

S
E
E

S
H
E
E
T
U
8
690
695
700
705
710
685 685
690
695
700
705
710
680680
13+00 14+00 15+00 16+00
U9
PLAN AND PROFILE, SHEET 2 OF 2
PROP. 6-INCH WATER LINE
715 715
NOT THE ITEM WAS SPECIFIED.
FROM THE MANUFACTURER REGARDLESS OF WHETHER OR
BE ACCOMPANIED WITH A LETTER OF CERTIFICATION
REQUIREMENTS. EACH SHOP DRAWING SUBMITTAL SHALL
ON THIS PROJECT SHALL MEET "BUY AMERICA"
1. ALL PRODUCTS, BUILDING MATERIALS, AND EQUIPMENT
NOTES:
70
5
705
7
1
0
710
D
I
SMH
RIM
=
706.
81
8" IN=
698.99
8" OU
T=
696.5
5
S
1
2
9
0
,
P
A
G
E

4
0
0
D
E
E
D

B
O
O
K
C
C
690
686
687 688 692.03692.03
691 692
689
692.84692.84692.24692.24
P
F
H
14+00 15+00 16+00
PROP. TRACK #6
PROP. TRACK #5
PLATFORM
PROP. STATION
NSR EXIST. R/W
PROP. DITCH
PROP. CUT/FILL LINE
DRAINAGE POND
PROP. STORM
OF 6" DIP WATER LINE
W/ STORZ FITTING
PROP. FIRE HYDRANT
& VALVE BOX (DIRECT BURY)
PROP. 6" RJ GV
STA. 16+25.10
STORM PIPE
EXIST.
PIPE
PROP. STORM
90° BEND
PROP. 6" DI RJ
STA. 16+15.75
TO BE ABANDONED
SEWER EASEMENT
EXIST. SANITARY
TO BE ABANDONED
SEWER EASEMENT
EXIST. SANITARY 1-800-632-4949
AVOID UTILITY DAMAGE
STOP
BEFORE YOU DIG
CALL NC ONECALL
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONPRELIMINARY PLANS
MAINTENANCE FACILITY
LOCOMOTIVE & RAILCAR
10+00 11+00 12+00 13+00 14+00
DateNo.RevisionBy
CHARLOTTE WATER
CHARLOTTE, NORTH CAROLINA
Surveyed By Designed By Drawn By
DateAs Built
Hor.
Vert.
File No.Job No.
PROFILE
Scales
PLAN
Sheet
Project-Engr Approved By Date
Of
C HA LO TTE
TERWWW
RH
XMDSTV
13
A CITY OF CHARLOTTE DEPARTMENT
DEWBERRY
3/4/2016 10:40:00 AM I:\Projects\4015156\4015156_0001\90_CAD Models and Sheets\04_CU_Utilities\Sheet File\4015156_WS_sheet_09.dgn
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
2/29/16CTH
7030600017-16-521 (S)
7030600038-16-011 (W)
XIAOLIN DENG
E
NGINEER
P R OFESS
I
ON
A
L
N O RTH CAR
O
LIN
A
034415
SEAL
TO BE ABANDONED
EXIST. SEWER
PROP. 18" RCP
S
T
A
.

1
6
+
2
5
.
1
0
S
T
A
.

1
4
+
9
8
.
1
0
MIN. 3' COVER
EXIST. GRADE
PROP. GRADE
6" DIP WATER LINE PRESSURE CLASS 350
E
X
I S
T
.
F
E
N
C E
UNDERDRAIN
PROP. 6"
TO BE REMOVED
STORM PIPE
EXIST. 36"
MIN. 12" CLEARANCE
MIN. 12" CLEARANCE
DocuSign Envelope ID: 284A8ECD-0EC1-4C57-B303-8087DF5FB93F
3/4/2016
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
LINE C
0 20 40
SCALE 1" = 20'
60 80
1" = 20'
1" = 20'
1" = 4'
U10
PLAN AND PROFILE
PROP. 8-INCH SEWER
690
695
700
705
710
715
720
685 685
690
695
700
705
710
715
720
0+00 1+00 2+00 3+00 4+00
NOT THE ITEM WAS SPECIFIED.
FROM THE MANUFACTURER REGARDLESS OF WHETHER OR
BE ACCOMPANIED WITH A LETTER OF CERTIFICATION
REQUIREMENTS. EACH SHOP DRAWING SUBMITTAL SHALL
ON THIS PROJECT SHALL MEET "BUY AMERICA"
1. ALL PRODUCTS, BUILDING MATERIALS, AND EQUIPMENT
NOTES:
7
0
5
7
1
0
710
7
1
0
7
1
0
7
1
5
7
1
5
7
1
5
7
1
5
C
B
SMH
RIM
=
7
12.
97
8" IN
=
704.06
RIM
=
7
0
3.6
3
SMH
8" IN
=
6
95.59
8" IN
=
69
5.54
8" OU
T
=
695.40
SMH
RIM
=
708.45
8" IN
=
701.03
8" IN=70
1.15
8" OU
T=700.23
D
W
V
S
G
V
W
M
W
V
S
S
SM
H
RIM
=711.59
S
313.76
+80.61
326.62
+55.21
376.36
+89.96
424.09
+89.33
0+00 2+00
1+00
3+00
4+00
W

S
U
M
M
I
T

A
V
E
TO REMAIN IN SERVICE
EXIST. 8" SANITARY SEWER
TO REMAIN IN SERVICE
EXIST. 8" SANITARY SEWER
TO REMAIN IN SERVICE
EXIST. 8" SANITARY SEWER
CONNECT TO EXIST. MANHOLE
STA. 0+00.00
TO REMAIN IN SERVICE
EXIST. 8" SANITARY SEWER
N64°26'34"EN68°38'22"E
SANITARY SEWER
OF 8" DIP
PROP. 133± LF
PROP. SSMH-9
STA. 1+33.16
SANITARY SEWER
OF 8" DIP
PROP. 271± LF
W
I
N
O
N
A

S
T
EXIST. FENCE
EXIST. FENCE
102°53'31"175°48'13"
95°0'0"
STUBOUT AND COUPLING
TIE INTO EXIST. PIPE W/
PROP. SSMH-10
STA. 4+03.78
APPROX. DEPTH
EXIST. WATER
APPROX. DEPTH
EXIST. WATER
APPROX. DEPTH
EXIST. WATER
APPROX. DEPTH
EXIST. TELEPHONE
& TYPE A FRAME
SSMH-9 W/ TYPE 1 COVER
PROP. 4' DIA. MANHOLE
STA. 1+33.16
PROP. F OUT = 697.50
PROP. F IN = 697.70L
L
LLPROP. F OUT = 701.55
LLPROP. F IN = 695.60
SERVICE
REMAIN IN
SEWER TO
SANITARY
EXIST. 8"
IN SERVICE
TO REMAIN
SANITARY SEWER
EXIST. 8"
LEXIST. F IN = 701.75
L
EXIST. MANHOLE
STA. 0+00.00
L
LEXIST. F OUT = 695.40
EXIST. F IN = 695.59
EXIST. F IN = 695.54
EXIST. GRADE
270.62 LF @ 1.42%PRESSURE CLASS 350PROP. 8" DIP SANITARY SEWER
133.16 LF @ 1.43%
PRESSURE CLASS 350
PROP. 8" DIP SANITARY SEWER
APPROX. DEPTH
EXIST. WATER
EXIST. RETAINING WALL
& TYPE A FRAME
SSMH-10 W/ TYPE 1 COVER
PROP. 4' DIA. MANHOLE
STA. 4+03.78
COVER
MIN. 3'
1-800-632-4949
AVOID UTILITY DAMAGE
STOP
BEFORE YOU DIG
CALL NC ONECALL
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONPRELIMINARY PLANS
MAINTENANCE FACILITY
LOCOMOTIVE & RAILCAR
10+00 11+00 12+00 13+00 14+00
DateNo.RevisionBy
CHARLOTTE WATER
CHARLOTTE, NORTH CAROLINA
Surveyed By Designed By Drawn By
DateAs Built
Hor.
Vert.
File No.Job No.
PROFILE
Scales
PLAN
Sheet
Project-Engr Approved By Date
Of
C HA LO TTE
TERWWW
RH
XMDSTV
13
A CITY OF CHARLOTTE DEPARTMENT
DEWBERRY
3/4/2016 10:40:03 AM I:\Projects\4015156\4015156_0001\90_CAD Models and Sheets\04_CU_Utilities\Sheet File\4015156_WS_sheet_10.dgn
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
2/29/16CTH
7030600017-16-521 (S)
7030600038-16-011 (W)
XIAOLIN DENG
E
NGINEER
P R OFESS
I
ON
A
L
N O RTH CAR
O
LIN
A
034415
SEAL
DocuSign Envelope ID: 284A8ECD-0EC1-4C57-B303-8087DF5FB93F
3/4/2016
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
WATER AND SEWER ABANDONMENT PLAN
1" = 40'
N/A
N/A
0 40 80
SCALE 1" = 40'
120 160
U11
MATCHLINE ABANDONMENT PLAN SEE SHEET U12
NOT THE ITEM WAS SPECIFIED.
FROM THE MANUFACTURER REGARDLESS OF WHETHER OR
BE ACCOMPANIED WITH A LETTER OF CERTIFICATION
REQUIREMENTS. EACH SHOP DRAWING SUBMITTAL SHALL
ON THIS PROJECT SHALL MEET "BUY AMERICA"
1. ALL PRODUCTS, BUILDING MATERIALS, AND EQUIPMENT
NOTES:
685
69
0
69
0
69
0
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8" IN =704 .06
8 " IN =704.06
8" OU
T=7 03 .8 6
C B
CB
CB
D I
D I
D I
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8" INV =681.80
8" INV=682.39
8" INV OUT =681.61
SMH
R IM=68 9.03
8" IN=683 .8 7
8 " OU T =68 3.60
SMH
RIM=702 .59
8 " IN =69 5.79
8" OU T=6 95.62
R IM=70 3.63
SMH
8" IN=695.59
8" IN=695 .54
8 " OUT =69 5.40
SMH
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8 " IN =69 8.99
8" OU T=6 96 .5 5
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RIM=7 08.45
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8" IN=701.15
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00
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LINE TO REMAIN
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EXIST. 8" SANITARY
ABANDON SEWER MANHOLE
OF 8" SEWER PIPE
ABANDON SEWER MANHOLE
OF 8" SEWER PIPE
ABANDON SEWER MANHOLE
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ABANDON SEWER MANHOLE
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EXIST. PRIVATE
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PROP. 8" SANITARY
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EXIST. SANITARY
LINE TO REMAIN
EXIST. WATER
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SEE SHEETS U8-U9
PROP. 6" WATER LINE
REMAIN
SERVICE TO
EXIST. WATER
WINONA ST
S

G
R
A
H
A
M

S
T
1-800-632-4949
AVOID UTILITY DAMAGE
STOP
BEFORE YOU DIG
CALL NC ONECALL
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONPRELIMINARY PLANS
MAINTENANCE FACILITY
LOCOMOTIVE & RAILCAR
10+00 11+00 12+00 13+00 14+00
DateNo.RevisionBy
CHARLOTTE WATER
CHARLOTTE, NORTH CAROLINA
Surveyed By Designed By Drawn By
DateAs Built
Hor.
Vert.
File No.Job No.
PROFILE
Scales
PLAN
Sheet
Project-Engr Approved By Date
Of
C HA LO TTE
TERWWW
RH
XMDSTV
13
A CITY OF CHARLOTTE DEPARTMENT
DEWBERRY
3/4/2016 10:40:07 AM I:\Projects\4015156\4015156_0001\90_CAD Models and Sheets\04_CU_Utilities\Sheet File\4015156_WS_sheet_11.dgn
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
2/29/16CTH
7030600017-16-521 (S)
7030600038-16-011 (W)
XIAOLIN DENG
E
NGINEER
P R OFESS
I
ON
A
L
N O RTH CAR
O
LIN
A
034415
SEAL
DocuSign Envelope ID: 284A8ECD-0EC1-4C57-B303-8087DF5FB93F
3/4/2016
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
WATER AND SEWER ABANDONMENT PLAN
1" = 40'
N/A
N/A
0 40 80
SCALE 1" = 40'
120 160
U12
M
A
T
C
H
L
I N
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A
B
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NOT THE ITEM WAS SPECIFIED.
FROM THE MANUFACTURER REGARDLESS OF WHETHER OR
BE ACCOMPANIED WITH A LETTER OF CERTIFICATION
REQUIREMENTS. EACH SHOP DRAWING SUBMITTAL SHALL
ON THIS PROJECT SHALL MEET "BUY AMERICA"
1. ALL PRODUCTS, BUILDING MATERIALS, AND EQUIPMENT
NOTES:
4" PVC S/L
CO
700.94
690
6
9
0
695
695
695
695
695
700
700 700
700
700
7
0
0
700
7
0
0
700
700
705
7
0
5
7
0
5
705
705
705
705
705
705
705
705
710
710
7
1
0
7
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7
1
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71
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71
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MHRIM=718.31
CL INV=710.09
RIM=713.98
8" INV IN=706.22
8" INV OUT=700.63
SMH
RIM=701.98CL INV=694.10
SMH
GREASE TR
AP
RIM=729.11
CL INV=727.11
SMHRIM=724.34
CL INV=720.83
SMHRIM=695.45
8" IN=686.05
8" OUT=681.97
SM
HRIM=706.86
6" IN=704.11
SMHRIM=726.26
8" IN=719.47
8" IN=719.37
8" OU
T=719.30
8" OUT=702.84
CB
DI
C
B
SMHRIM=699.78
12" IN=688.74
12" OUT=688.63
RIM=718.26
8" IN=708.23
12" OUT=701.47
12" IN=701.71
SMH
S
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RAILROAD STREET
CLOSED 05/26/1998
RES. BK. 35, PG. 63
DEED BK. 9808, PG. 805
RAILROAD STREET
(NEVER OPENED)
RAILROAD STREET (NEVER OPENED)
RAILROAD STREET (NEVER OPENED)
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R
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DEPARTMENT OF
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PARCEL #073
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DEPARTMENT OF
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PARCELCOMPANYFOUNDRY PIPE ANDCHARLOTTE
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PARCEL #07326219
PARCEL #073
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18.5000+36.80
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699.68
700.83
700.71
701.84
696.89
694.64
694.64
694.04
694.04
693.44
693.44
692.84
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4
+
0
0
1
5
+
0
0
1
7
+
0
0
3
+
0
0
4
+
0
0
5
+
0
0
2
+
0
0
LINE TO BE ABANDONED
EXIST. 1 1/2" WATER SERVICE
TO BE ABANDONED
EXIST. WATER METER/BOX
P
E
N
M
A
N

S
T
R
E
E
T
W

P
A
L
M
E
R

S
T
T
E
M
P
O
R
A
R
Y
C
O
N
S
T
R
U
C
TI
O
N

E
A
S
E
M
E
N
T
PRO
P. CUT/F
ILL L
INE
PRO
P. TRACK #6
PROP. TRACK
#
7
PROP. TRACK #
5
PROP. TRACK #5
PROP. TRACK #6
PROP. TRACK #7
PROP. CUT/FILL
LINE
PROP.
TRACK #5
PROP. TRACK #6
PROP.
TRACK #7
PROP. D
ITCH
L
INE
PROP. DITCH
LI
N
E
E
A
S
E
M
E
N
T
E
XI
S
T.
W
A
T
E
R
NSR EXIST. R/W
NSR EXIST. R/W
PROP. TRACK #5
PROP. TRACK #5
NSR EXIST. R/W
PROP. DITCH
PROP. DITCH
PROP. CUT/FILL LINE
NSR EXIST. R/W
PROP. DITCH
PROP. CUT/FILL LINE
W

P
A
L
M
E
R

S
T
NSR EXIST. R/W
NSR EXIST. R/W
PROP. CUT
/
F
ILL
L
INE
PROP. D
ITCH
PRO
P.
D
ITCH
PIPE
DRAINAGE

PROP
.
18"

HYDRANT TO REMAIN
EXIST. FIRE
LINE TO REMAIN
EXIST. 8" WATER
OF 8" SEWER PIPE
OF 8" SEWER PIPE
OF 12" SEWER PIPE
ABANDON SEWER MANHOLE
OF 12" SEWER PIPE
ABANDON SEWER MANHOLE
ABANDON SEWER MANHOLE
OF 6" WATER PIPE
OF 54" WATER PIPE
SEWER TO REMAIN
EXIST. SANITARY
SEWER TO REMAIN
EXIST. SANITARY
LINE TO REMAIN
EXIST. 6" WATER
HYDRANT TO REMAIN
EXIST. FIRE
SEWER TO REMAIN
EXIST. SANITARY
SEWER TO REMAIN
EXIST. SANITARY
VALVE TO REMAIN
EXIST. WATER
VALVE TO REMAIN
EXIST. WATER
WATER VALVE
ABANDON EXIST.
WATER VALVE
ABANDON EXIST.
EXIST. FIRE HYDRANT
ABANDON/REMOVE
LINE TO REMAIN
EXIST. 54" WATER
WATER VALVE
ABANDON EXIST.
SEE SHEETS U5-U6
PROP. 6" WATER LINE
SEE SHEET U4
PROP. 8" SANITARY SEWER
LINE TO REMAIN
EXIST. 54" WATER
SEE SHEET U3
PROP. 54" WATER PIPE
SEE SHEET U7
PROP. 18" SANITARY SEWER
TO REMAIN
WATER SERVICE
EXIST. 3/4"
TO REMAIN
WATER SERVICE
EXIST. 3/4"
SERVICE TO REMAIN
EXIST. 1" WATER
TO BE ABANDONED
METER ASSEMBLY
FIRELINE SERVICE
EXIST. 6"
METER/BOX TO BE ABANDONED
EXIST. 1" WATER SERVICE
METER/BOX TO BE ABANDONED
EXIST. 3/4" WATER SERVICE
S GRAHAM ST
1-800-632-4949
AVOID UTILITY DAMAGE
STOP
BEFORE YOU DIG
CALL NC ONECALL
INCOMPLETE PLANSDO NOT USE FOR R/W ACQUISITIONPRELIMINARY PLANS
MAINTENANCE FACILITY
LOCOMOTIVE & RAILCAR
10+00 11+00 12+00 13+00 14+00
DateNo.RevisionBy
CHARLOTTE WATER
CHARLOTTE, NORTH CAROLINA
Surveyed By Designed By Drawn By
DateAs Built
Hor.
Vert.
File No.Job No.
PROFILE
Scales
PLAN
Sheet
Project-Engr Approved By Date
Of
C HA LO TTE
TERWWW
RH
XMDSTV
13
A CITY OF CHARLOTTE DEPARTMENT
DEWBERRY
3/4/2016 10:40:11 AM I:\Projects\4015156\4015156_0001\90_CAD Models and Sheets\04_CU_Utilities\Sheet File\4015156_WS_sheet_12.dgn
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
2/29/16CTH
7030600017-16-521 (S)
7030600038-16-011 (W)
XIAOLIN DENG
E
NGINEER
P R OFESS
I
ON
A
L
N O RTH CAR
O
LIN
A
034415
SEAL
DocuSign Envelope ID: 284A8ECD-0EC1-4C57-B303-8087DF5FB93F
3/4/2016
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8
ELEVATION OF THRUST WALL
END VIEW
3
"

1
2
'
-
0
"
PLAN OF THRUST WALL
3
'
-
0
"
SEE TIE ROD DETAILS
TIE ROD DETAILS
DETAIL AT RING PLATE
DETAIL AT THRUST WALL
RING PLATE DETAIL
4'-6•"
INSIDE DIAMETER
6'-3•"
OUTSIDE DIAMETER
(FLANGE BOLTS NOT SHOWN FOR CLARITY)
9 SPA. @ 10"4 SPA. @ 1'-0"
2" CL.
(TYP.)
8-#6 DIAGONAL
BARS EACH FACE 3" HIGH BEAM
BOLSTERS @ 4'-0" CTS.
3"
GASKETS EACH SIDE.
1‚" RING PLATE W/ STD. PIPE
SEE TIE ROD DETAILS
RING WASHER DETAIL
W/ WASHER
DOUBLE HEX NUTS
(SEE DETAIL)
1‚" RING PLATE
W/ WASHER
HEX NUT
WASHER
ƒ" RING
W/ WASHER
DOUBLE HEX NUTS
F
I
E
L
D

V
E
R
I
F
Y

T
I
E

R
O
D

L
E
N
G
T
H

FACE OF THRUST WALL
1" ~ TIE ROD
1" ~ TIE ROD
12- 1„" ~ HOLES FOR
1" ~ TIE RODS
44 - 2" ~ HOLES
FOR FLANGE
BOLTS (62.75
INCH DIAMETER)
1‚" RING PLATE
1 '-
6
Ž
"
72
" D I
A M ET
E
R
C T
S
.
(T
Y P
.)
PIPE CONNECTION
PLATE HOLES FOR
HOLES SHALL MATCH FLANGE
(THRUST WALL REINFORCING NOT SHOWN FOR CLARITY)
(FLANGE BOLTS NOT SHOWN FOR CLARITY)
WITH PVC PIPE SLEEVE
(12) 1" ~ TIE RODS
W/ EA. TIE ROD)
PVC PIPE SLEEVE (TYP.
ƒ" RING WASHER
ƒ" RING WASHER
2
0
-
#
9

H
O
R
Z
.

B
A
R
S

E
A
.

F
A
C
E
3" HIGH BEAM
BOLSTERS @ 4'-0" CTS.
18-#6 VERTICAL BARS EACH FACE SPACED AS SHOWN
{ PIPE
NOTES:
{ PIPE
BE TACK WELDED TOGETHER IN PLACE)
(TWO RING WASHER SEGMENTS SHALL
1'-6"
SOIL (TYP.)
UNDISTURBED
CL.CL.
(UNDISTURBED SOIL NOT SHOWN FOR CLARITY)
(CUT BARS 2" CLEAR OF CONCETE PIPE)
(UNDISTURBED SOIL NOT SHOWN FOR CLARITY)
(#6 DIAGONAL BARS NOT SHOWN FOR CLARITY)
6'-6" LONG.
LONG. OUTSIDE DIAGONAL BARS SHALL BE
CLOSEST TO CONCRETE PIPE SHALL BE 7'-0"
VERTICAL BARS AS SHOWN. DIAGONAL BARS
DIAGONAL BARS SHALL BE PLACED INSIDE
(TYP.)
MAX.
VMW
8'-0"8'-0"
16'-0"
16'-0"
8'-0"8'-0"
4
'
-
0
"
M
I
N
.
6
'
-
0
"
6
'
-
0
"
1
2
'
-
0
"
7
•
"
7
•
"
7

S
P
A
.

@
9
"
5

S
P
A
.

@
6
"
5

S
P
A
.

@
6
"
3
"
C
L
.
3
"
C
L
.
2
0
-
#
9

H
O
R
Z
.

B
A
R
S

E
A
.

F
A
C
E

S
P
A
C
E
D

A
S

S
HO
W N
4 SPA. @ 1'-0"
6 "(T Y P .)
(TYP.)
3" CL.
EACH FACE
#6 VERT. BARS
(TYP.)
#4 STIRRUS
2'-3"#4 STIRRUS SPA.
5 PAIRS -
(TYP.)
W/ VERTICAL BARS
PEK KGB
D
E
A
D

E
N
D
EXIST. GROUND
10
'
-
0
"
M A
X
.
54" ~ D.I. PIPE
PCCP PIPE
EXISTING 54" ~
PROPOSED GROUND
{ 54" ~ PCCP PIPE
6'-0" RADIUS
3"

D.I. PIPE
54" ~
ADAPTER
54" DIP X PCCP
ADAPTER
54" DIP X PCCP PCCP PIPE
EXISTING 54" ~
THRUSTWALL DETAIL
U13
THE ITEM WAS SPECIFIED.
MANUFACTURER REGARDLESS OF WHETHER OR NOT
LETTER OF CERTIFICATION FROM THE
SUBMITTAL SHALL BE ACCOMPANIED WITH A
AMERICA" REQUIREMENTS. EACH SHOP DRAWING
EQUIPMENT ON THIS PROJECT SHALL MEET "BUY
ALL PRODUCTS, BUILDING MATERIALS, AND
BUY AMERICA NOTE
1 '-
6
Ž
"
72
" D I
A M ET
E R
C T
S
.
(T
Y P
.)
12- 1„" ~ HOLES FOR
1" ~ TIE RODS
6'-6"
OUTSIDE DIAMETER
5'-6"
INSIDE DIAMETER
SPLIT CENTERED
BETWEEN HOLES
BETWEEN HOLES
SPLIT CENTERED
ƒ" RING WASHER
(TYP.)
2
"
C
L
.
(T
Y
P
.
)
3'-0"
UNLESS ALL SIGNATURES COMPLETED
DOCUMENTS NOT CONSIDERED FINAL
FOR CRANE SAFETY, SEE SEPCIAL PROVISIONS.
FOR GROUT FOR STRUCTURES, SEE SEPCIAL PROVISIONS.
FOR FALSEWORK AND FORMWORK, SEE SEPCIAL PROVISIONS.
PROVISIONS.
FOR SUBMITAL OF WORKING DRAWINGS, SEE SEPCIAL
FOR THRUST WALL, SEE SEPCIAL PROVISIONS.
EXCAVATION PER ALL OSHA AND STATE REGULATIONS.
THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE
STEEL FOR THRUST WALL SHALL BE GRADE 60.
CONCRETE FOR THRUST WALL SHALL BE CLASS A. REINFORCING
STANDARD PROCTOR TEST.
THRUST WALL PER 95% COMPACTION AS MEASURED USING THE
BACKFILL SHALL BE INSTALLED AND COMPACTED AROUND
FORMWORK FOR DETAILS.
CONSTRUCTION, SEE SPECIAL PROVISIONS FALSEWORK AND
TEMPORARY SHORING WILL BE REQUIRED FOR THRUST WALL
AND SPECIFICATIONS.
MINIMUM AND GALVANIZED PER CHARLOTTE WATER STANDARDS
1‚" RING PLATE AND ƒ" RING WASHER SHALL BE GRADE 50
BE GALVANIZED PER CMUD STANDARDS AND SPECIFICATIONS.
EQUIVALENT HEX NUTS AND WASHERS. NUTS AND WASHERS SHALL
304 (125 KSI TENSILE STRENGTH) OR APPROVED EQUAL WITH
1" ~ TIE RODS SHALL BE ASTM A193 STAINLESS STEEL TYPE
6'-0" RADIUS
11.
10.
9.
8.
7.
6.
5.
4.
3.
2.
1.
E.
L
KELLY,JR.
APU19765
1-800-632-4949
AVOID UTILITY DAMAGE
STOP
BEFORE YOU DIG
CALL NC ONECALL
INCOMPLETE PLANS
DO NOT USE FOR R/W ACQUISITION
PRELIMINARY PLANS
DO NOT USE FOR CONSTRUCTION
MAINTENANCE FACILITY
LOCOMOTIVE & RAILCAR
10+00 11+00 12+00 13+00 14+00
DateNo.RevisionBy
CHARLOTTE WATER
CHARLOTTE, NORTH CAROLINA
Surveyed By Designed By Drawn By
DateAs Built
Hor.
Vert.
File No.Job No.
PROFILE
Scales
PLAN
Sheet
Project-Engr Approved By Date
Of
C HA LO TTE
TERWWW
RH
XMDSTV
13
A CITY OF CHARLOTTE DEPARTMENT
DEWBERRY
3/3/2016 2:51:54 PM I:\Projects\4015156\4015156_0001\90_CAD Models and Sheets\04_CJ_Bridge\Thrust Wall\4015156_WS_sheet_13.dgn
NC License Number F-0991
Charlotte, NC 28202
900 West Trade St., Suite 715
STV Engineers, Inc.
2/29/16CTH
7030600017-16-521 (S)
7030600038-16-011 (W)
DocuSign Envelope ID: 8E4B1FAE-2B41-48B2-A792-C06AE3A9DBBA
3/3/2016
DocuSign Envelope ID: B40CF628-4E1E-40CB-8D2D-1BBAEDEA0469DocuSign Envelope ID: 1B7179B2-C9AC-41E5-A83E-4A50A54297B8
00
1
0
T
_
P
0
8

Appendix B

Project Schedule

Pr
o
j
e
c
t
:

P
8
-
L
R
M
F
Pr
i
n
t
e
d
:

0
5
.
2
1
.
2
0
1
5
Pr
i
n
t
e
d

w
i
t
h

T
I
L
O
S

8
1
De
s
i
g
n

D
e
v
e
l
o
p
m
e
n
t
06
.
0
1
.
2
0
1
5

3
0

0
7
.
1
0
.
2
0
1
5
2
Ow
n
e
r

R
e
v
i
e
w
07
.
1
3
.
2
0
1
5

3
0

0
8
.
2
1
.
2
0
1
5
3
Co
n
s
t
r
u
c
t
i
o
n

D
o
c
u
m
e
n
t
s
08
.
2
4
.
2
0
1
5

5
0

1
0
.
3
0
.
2
0
1
5
4
Ow
n
e
r

R
e
v
i
e
w
11
.
0
2
.
2
0
1
5

3
8

1
2
.
2
5
.
2
0
1
5
5
Fin
a
l

D
o
c
u
m
e
n
t
s

A
p
p
r
o
v
a
l
12
.
2
8
.
2
0
1
5

1
2
.
2
8
.
2
0
1
5
6
Bi
d
d
i
n
g
12
.
2
8
.
2
0
1
5

2
0

0
1
.
2
2
.
2
0
1
6
7
Co
n
s
t
r
u
c
t
i
o
n

C
o
n
t
r
a
c
t
s
01
.
2
5
.
2
0
1
6

3
0

0
3
.
0
4
.
2
0
1
6
8
Co
n
s
t
r
u
c
t
i
o
n

N
o
t
i
c
e

t
o

P
r
o
c
e
e
d
03
.
0
7
.
2
0
1
6

0
3
.
0
7
.
2
0
1
6
9
DO
T

C
o
n
s
t
r
u
c
t
i
o
n
03
.
0
9
.
2
0
1
6

2
7
7

0
3
.
3
0
.
2
0
1
7
10
Ma
i
n
t
e
n
a
n
c
e

F
a
c
i
l
i
t
y

-

S
i
t
e

w
o
r
k
03
.
0
9
.
2
0
1
6

1
0
4

0
8
.
0
1
.
2
0
1
6
11
De
l
a
y

E
n
t
r
y

-

S
i
t
e

W
o
r
k

11
.
0
1
.
2
0
1
6

1
0
8

0
3
.
3
0
.
2
0
1
7
12
Ma
i
n
t
e
n
a
n
c
e

F
a
c
i
l
i
t
y

-

B
u
i
l
d
i
n
g
04
.
0
8
.
2
0
1
6

1
7
2

1
2
.
0
5
.
2
0
1
6
13
Ma
i
n
t
e
n
a
n
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e

F
a
c
i
l
i
t
y

-

S
i
t
e

W
o
r
k
03
.
0
9
.
2
0
1
6

6
5

0
6
.
0
7
.
2
0
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6
14
Tr
a
c
k

C
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n
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n
03
.
1
7
.
2
0
1
6

1
7
4

1
1
.
1
5
.
2
0
1
6
15
CP

L
i
d
d
e
l
l

g
r
a
d
i
n
g

-

C
o
n
t
r
a
c
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o
r
03
.
1
7
.
2
0
1
6

5
3

0
5
.
3
0
.
2
0
1
6
16
Tr
a
c
k

W
o
r
k

-

N
S
05
.
3
0
.
2
0
1
6

1
2
2

1
1
.
1
5
.
2
0
1
6
17
Re
p
l
a
c
e
m
e
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t

c
a
p
a
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i
t
y

-

N
S
06
.
0
1
.
2
0
1
6

1
1
9

1
1
.
1
4
.
2
0
1
6
18
Ma
i
n
t
e
n
a
n
c
e

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a
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i
t
y

-

N
S
06
.
0
2
.
2
0
1
6

1
1
7

1
1
.
1
1
.
2
0
1
6
19
CP

U
p
t
o
w
n

-

N
S
06
.
0
3
.
2
0
1
6

1
1
5

1
1
.
1
0
.
2
0
1
6
20
Fla
g
g
i
n
g
03
.
0
9
.
2
0
1
6

2
8
0

0
4
.
0
4
.
2
0
1
7
21
Ut
i
l
i
t
i
e
s
03
.
1
0
.
2
0
1
6

2
7
4

0
3
.
2
8
.
2
0
1
7
Ba
r

l
i
n
e

t
i
t
l
e

S
t
a
r
t

d
a
t
e

D
u
r
a
t
i
o
n

E
n
d

d
a
t
e
Gr
a
p
h
i
c
s
UtilitiesFlaggingCP Uptown - NSMaintenance Facility - NSReplacement capacity - NSTrack Work - NSCP Liddell grading - ContractorTrack ConstructionMaintenance Facility - Site WorkMaintenance Facility - BuildingDelay Entry - Site Work Maintenance Facility - Site workDOT Construction
Co
n
s
t
r
u
c
t
i
o
n

C
o
n
t
r
a
c
t
s
Bid
d
i
n
g
Co
n
s
t
r
u
c
t
i
o
n

D
o
c
u
m
e
n
t
s
Ow
n
e
r

R
e
v
i
e
w
De
s
i
g
n

D
e
v
e
l
o
p
m
e
n
t
Ow
n
e
r

R
e
v
i
e
w
20
1
5
2016 2017
Ap
r
Ma
y
Ju
n
Ju
l
Au
g
Se
p
Oc
t
No
v
De
c
Ja
n
Fe
b
Ma
r
Ap
r
Ma
y
Jun Jul Au g Sep Oct Nov Dec Jan Feb Ma r Ap r Ma y Jun ...
Pr
o
j
e
c
t
:

P
8
-
L
R
M
F
Pr
i
n
t
e
d
:

0
5
.
2
1
.
2
0
1
5
Pr
i
n
t
e
d

w
i
t
h

T
I
L
O
S

8

Appendix C

Parcel Tables and Figures

Parcel 31

Tables and Figures from H&H PSA report dated July 16, 2015
Table 2 (Page 1 of 2)
Summary of Soil Analytical Results
Charlotte Pipe and Foundry - Parcel 31
Charlotte, Mecklenburg County, North Carolina
H&H Job No. ROW-506
Sample ID 31-1 31-2 31-3 31-4 31-5 31-6 31-7 31-8 31-9 31-10 31-11 31-12
Sample Depth (ft bgs) 5-7 5-7 5-7 2-4 3-5 0-2 3-5 0-0.5 0-2 0-2 0-2 0-2 0-2 4-6
Sample Date 6/10/2015 6/10/2015 6/10/2015 6/10/2015 6/11/2015 6/10/2015 6/10/2015 6/10/2015 6/12/2015 6/12/2015 6/12/2015 6/11/2015 6/11/2015 6/11/2015
PCBs (8082) (mg/kg)
Total PCBs NA NA NA NA NA NA NA BRL NA NA NA NA NA NA 1
VOCs (8260) (mg/kg)
Diisopropyl ether NA <0.0051 NA NA <0.0054 <0.0042 <0.0057 NA NA NA NA NA NA 0.0070 440
Methylene Chloride NA <0.0206 NA NA <0.0217 0.0247 <0.0228 NA NA NA NA NA NA <0.0187 57
m&p xylenes NA <0.0103 NA NA <0.0109 0.0167 <0.0114 NA NA NA NA NA NA <0.0094 110
o-xylene NA <0.0051 NA NA <0.0054 0.0086 <0.0057 NA NA NA NA NA NA <0.0047 130
Total xylenes NA <0.0103 NA NA <0.0109 0.0253 <0.0114 NA NA NA NA NA NA <0.0097 120
SVOCs (8270)(mg/kg)
Acenaphthene <0.422 <0.449 <0.429 <0.428 NA NA NA 0.608 <0.377 <4.02 <0.471 <3.59 <0.490 <0.411 700
Anthracene <0.422 <0.449 <0.429 <0.428 NA NA NA 1.30 <0.377 <4.02 0.774 <3.59 <0.490 <0.411 3,400
Benzo(a)anthracene <0.422 <0.449 <0.429 <0.428 NA NA NA 10.6 0.625 <4.02 2.67 <3.59 <0.490 <0.411 0.15
Benzo(a)pyrene <0.422 <0.449 <0.429 <0.428 NA NA NA 9.33 0.586 <4.02 2.19 <3.59 <0.490 <0.411 0.015
Benzo(b)fluoranthene <0.422 <0.449 <0.429 <0.428 NA NA NA 12.2 0.826 <4.02 2.58 <3.59 <0.490 <0.411 0.15
Benzo(g,h,i)perylene <0.422 <0.449 <0.429 <0.428 NA NA NA 5.74 <0.377 <4.02 1.74 <3.59 <0.490 <0.411 NE
Benzo(k)fluoranthene <0.422 <0.449 <0.429 <0.428 NA NA NA 7.31 <0.377 <4.02 1.61 <3.59 <0.490 <0.411 1.5
Chrysene <0.422 <0.449 <0.429 <0.428 NA NA NA 10.5 0.648 <4.02 2.47 <3.59 <0.490 <0.411 15
Dibenz(a,h)anthracene <0.422 <0.449 <0.429 <0.428 NA NA NA 1.13 <0.377 <4.02 0.476 <3.59 <0.490 <0.411 0.015
bis(2-ethylhexyl)phthalate <0.422 <0.449 <0.429 <0.428 NA NA NA 5.00 1.38 <4.02 <0.471 <3.59 <0.490 <0.411 38
Fluoranthene <0.422 <0.449 <0.429 <0.428 NA NA NA 16.1 1.02 <4.02 26.9 <3.59 <0.490 <0.411 460
Fluorene <0.422 <0.449 <0.429 <0.428 NA NA NA 0.484 <0.377 <4.02 <0.471 <3.59 <0.490 <0.411 460
Indeno(1,2,3-cd)pyrene <0.422 <0.449 <0.429 <0.428 NA NA NA 6.33 <0.377 <4.02 1.51 <3.59 <0.490 <0.411 0.15
Naphthalene <0.422 <0.449 <0.429 <0.428 NA NA NA 0.367 <0.377 <4.02 <0.471 <3.59 <0.490 <0.411 3.8
Phenanthrene <0.422 <0.449 <0.429 <0.428 NA NA NA 8.15 <0.377 <4.02 3.05 <3.59 <0.490 <0.411 NE
Pyrene <0.422 <0.449 <0.429 <0.428 NA NA NA 13.0 1.11 <4.02 3.85 <3.59 <0.490 <0.411 340
HSL Metals (6010/7471) (mg/kg)
Range
(mg/kg)
Mean
(mg/kg)
Antimony NA <0.57 NA NA NA NA NA 0.54 <0.38 0.53 <5.4 <0.49 <0.43 NA 6.2 <1.0-8.8 0.76
Arsenic NA <1.1 NA NA NA NA NA 2.1 1.1 2.3 <10.8 1.1 1.1 NA 0.67 1.0-18 4.8
Beryllium NA 0.29 NA NA NA NA NA 0.44 0.17 0.19 2.8 0.17 0.51 NA 32 n.d.-2.0 0.11
Cadmium NA 0.19 NA NA NA NA NA 0.47 0.17 0.30 <1.1 0.25 0.096 NA 14 1.0-10 4.3
Chromium NA 259 NA NA NA NA NA 90.6 21.6 15.1 1,010 13.0 63.3 NA 24,000 7.0-300 65
Copper NA 42.6 NA NA NA NA NA 32.4 29.3 24.7 35.4 40.8 30.7 NA 620 3.0-100 34
Lead NA 8.8 NA NA NA NA NA 142 11.9 30.7 64.5 6.3 12.3 NA 400 ND - 50 16
Manganese NA 539 NA NA NA NA NA 1,910 263 520 15,900 277 2,010 NA 360 8.0-3,394 594
Mercury NA 0.087 NA NA NA NA NA <0.0036 0.018 0.012 <0.0042 0.0070 0.043 NA 1.9 0.03-0.52 0.121
Nickel NA 10.2 NA NA NA NA NA 7.1 8.7 9.2 6.8 8.3 7.3 NA 300 n.d.-150 23
Selenium NA 1.8 NA NA NA NA NA <0.71 1.3 <0.97 <10.8 <0.99 0.89 NA 78 <0.1-0.8 0.42
Silver NA 1.0 NA NA NA NA NA 0.92 0.53 0.93 5.5 1.4 0.54 NA 78 ND-5.0 --
Zinc NA 17.4 NA NA NA NA NA 185 111 53.0 172 26.5 22.1 NA 4,600 25-124 56
Hexavalent Chromium (7196A) NA NA NA NA NA NA NA <2.71 NA <2.59 NA <2.50 NA NA 0.30 NE NE
TPH-DRO/GRO (UVF) (mg/kg)
Diesel-Range Organics (DRO) 0.29 0.88 6.7 2.3 0.34 518.5 <0.09NANANANANANA1.1
Gasoline-Range Organics (GRO) <0.71 <0.81 <0.71 <0.8 <0.85 <47.6 <0.24 NA NA NA NA NA NA <0.69
Notes:
1) Bold concentration indicates exceedance of NC DENR March 2015 IHSB Preliminary Industrial Health Based Soil Remediation Goals (or background levels in the case of metals) or NC DENR Action Levels
2) NC DENR IHSB Preliminary Health Based Residential Soil Remediation Goals - March 2015
3) NC DENR IHSB Protection of Groundwater Soil Remediation Goals - March 2015
4) Range and Mean background values for North Carolina or Southeast soils taken from Elements in North American Soils by Dragun and Chekiri, 2005
EPA Method follows parameter in parenthesis; NA= Not analyzed; NE = Not established; -- = Not Applicable;
VOCs=volatile organic compounds; SVOCs=semi-volatile organic compounds; BRL=Below laboratory reporting limit
TPH=total petroleum hydrocarbons; PCBs = polychlorinated biphenyls; HSL = Hazardous Substance List; UVF = Ultraviolet Fluorescence analytical method
31-13
Screening Criteria
IHSB Industrial
PSRG1
(mg/kg)
IHSB Residential
PSRG2
(mg/kg)
IHSB POG3
(mg/kg)
10.14
1,900 0.32
640 0.023
390 NE
430 NE
260 5.8
9,000 8.4
46,000 660
2.9 0.18
0.29 0.059
2.9 0.60
NE 7,800
29 5.9
290 18
0.29 0.19
160 NE
6,000 330
6,000 56
2.9 3.5
17 0.21
NE 68 Background Metals
in Soil44,600 220
94 0.90
3.0 5.8
460 63
200 3
100,000 360,000
9,400 700
800 270
5,200 65
8.0 1.0
10
4,400 130
1,200 2.1
1,200 3.4
6.3 3.8
70,000 1,200
NC DENR Action Level
(mg/kg)
10
S:\AAA-Master Projects\NC DOT Right-of-Way -ROW\ROW-500s\ROW-506 P-3800 Parcels 31 & 31A Rail PSAs\Reports\Parcel 31\DataTables 2 & 3.xls
7/15/2015
Table 2 (Page 1 of 2)
Hart & Hickman, PC
Table 2 (Page 2 of 2)
Summary of Soil Analytical Results
Charlotte Pipe and Foundry - Parcel 31
Charlotte, Mecklenburg County, North Carolina
H&H Job No. ROW-506
Sample ID
Sample Depth (ft bgs)
Sample Date
PCBs (8082) (mg/kg)
Total PCBs
VOCs (8260) (mg/kg)
Diisopropyl ether
Methylene Chloride
m&p xylenes
o-xylene
Total xylenes
SVOCs (8270)(mg/kg)
Acenaphthene
Anthracene
Benzo(a)anthracene
Benzo(a)pyrene
Benzo(b)fluoranthene
Benzo(g,h,i)perylene
Benzo(k)fluoranthene
Chrysene
Dibenz(a,h)anthracene
bis(2-ethylhexyl)phthalate
Fluoranthene
Fluorene
Indeno(1,2,3-cd)pyrene
Naphthalene
Phenanthrene
Pyrene
HSL Metals (6010/7471) (mg/kg)
Antimony
Arsenic
Beryllium
Cadmium
Chromium
Copper
Lead
Manganese
Mercury
Nickel
Selenium
Silver
Zinc
Hexavalent Chromium (7196A)
TPH-DRO/GRO (UVF) (mg/kg)
Diesel-Range Organics (DRO)
Gasoline-Range Organics (GRO)
31-14 31-15 31-16 31-17 31-19 31-21 31-22 31-23 31-24 31-25 31-26 31-27 31-28 31-29 31-30
0-2 0-2 7-8 1-3 1-3 11-13 9-11 0-2 11-13 5-7 5-7 3-5 3-5 2-4 2-4 1-3 0-2 0-2 2-4
6/11/2015 6/10/2015 6/9/2015 6/9/2015 6/8/2015 6/8/2015 6/8/2015 6/11/2015 6/11/2015 6/10/2015 6/10/2015 6/10/2015 6/11/2015 6/10/2015 6/11/2015 6/9/2015 6/10/2015 6/11/2015 6/11/2015
NA NA NA NA NA NA NA NA NA NA NA NA NA BRL BRL NA NA NA NA 1
NA NA NA <0.0039 <0.0057 <0.0054 <0.0047 <0.0037 NA <0.0045 <0.0049 <0.0045 <0.0047 <0.0046 <0.0057 <0.0064 NA NA <0.0043 440
NA NA NA <0.0156 <0.0229 <0.0217 <0.0189 <0.0146 NA <0.0182 <0.0197 <0.0182 <0.0190 <0.0186 <0.0229 <0.0254 NA NA <0.0172 57
NA NA NA <0.0078 <0.0114 <0.0108 <0.0095 <0.0073 NA <0.0091 <0.0099 <0.0091 <0.0095 <0.0093 <0.0114 <0.0127 NA NA <0.0086 110
NA NA NA <0.0039 <0.0057 <0.0054 <0.0047 <0.0037 NA <0.0045 <0.0049 <0.0045 <0.0047 <0.0046 <0.0057 <0.0064 NA NA <0.0043 130
NA NA NA <0.0078 <0.0114 <0.0108 <0.0095 <0.0073 NA <0.0091 <0.0099 <0.0091 <0.0095 <0.0093 <0.0114 <0.0127 NA NA <0.0086 120
<0.369 <0.351 NA <0.379 <0.441 <0.447 <0.429 <0.371 NA <0.413 <0.377 <0.394 <0.425 <0.365 <0.416 <0.408 <0.375 <3.56 <0.388 700
<0.369 <0.351 NA <0.379 <0.441 <0.447 <0.429 <0.371 NA <0.413 <0.377 <0.394 <0.425 <0.365 <0.416 <0.408 <0.375 <3.56 <0.388 3,400
<0.369 0.382 NA <0.379 <0.441 <0.447 <0.429 <0.371 NA <0.413 <0.377 <0.394 <0.425 <0.365 <0.416 <0.408 <0.375 <3.56 <0.388 0.15
<0.369 0.418 NA <0.379 <0.441 <0.447 <0.429 <0.371 NA <0.413 <0.377 <0.394 <0.425 <0.365 <0.416 <0.408 <0.375 <3.56 <0.388 0.015
<0.369 0.621 NA <0.379 <0.441 <0.447 <0.429 <0.371 NA <0.413 <0.377 <0.394 <0.425 <0.365 <0.416 <0.408 <0.375 <3.56 <0.388 0.15
<0.369 0.369 NA <0.379 <0.441 <0.447 <0.429 <0.371 NA <0.413 <0.377 <0.394 <0.425 <0.365 <0.416 <0.408 <0.375 <3.56 <0.388 NE
<0.369 <0.351 NA <0.379 <0.441 <0.447 <0.429 <0.371 NA <0.413 <0.377 <0.394 <0.425 <0.365 <0.416 <0.408 <0.375 <3.56 <0.388 1.5
<0.369 0.417 NA <0.379 <0.441 <0.447 <0.429 <0.371 NA <0.413 <0.377 <0.394 <0.425 <0.365 <0.416 <0.408 <0.375 <3.56 <0.388 15
<0.369 <0.351 NA <0.379 <0.441 <0.447 <0.429 <0.371 NA <0.413 <0.377 <0.394 <0.425 <0.365 <0.416 <0.408 <0.375 <3.56 <0.388 0.015
<0.369 <0.351 NA <0.379 <0.441 <0.447 <0.429 <0.371 NA <0.413 <0.377 <0.394 <0.425 <0.365 <0.416 <0.408 <0.375 <3.56 <0.388 38
<0.369 0.670 NA <0.379 <0.441 <0.447 <0.429 <0.371 NA <0.413 <0.377 <0.394 <0.425 <0.365 <0.416 <0.408 <0.375 <3.56 <0.388 460
<0.369 <0.351 NA <0.379 <0.441 <0.447 <0.429 <0.371 NA <0.413 <0.377 <0.394 <0.425 <0.365 <0.416 <0.408 <0.375 <3.56 <0.388 460
<0.369 0.366 NA <0.379 <0.441 <0.447 <0.429 <0.371 NA <0.413 <0.377 <0.394 <0.425 <0.365 <0.416 <0.408 <0.375 <3.56 <0.388 0.15
<0.369 <0.351 NA <0.379 <0.441 <0.447 <0.429 <0.371 NA <0.413 <0.377 <0.394 <0.425 <0.365 <0.416 <0.408 <0.375 <3.56 <0.388 3.8
<0.369 <0.351 NA <0.379 <0.441 <0.447 <0.429 <0.371 NA <0.413 <0.377 <0.394 <0.425 <0.365 <0.416 <0.408 <0.375 <3.56 <0.388 NE
<0.369 0.559 NA <0.379 <0.441 <0.447 <0.429 <0.371 NA <0.413 <0.377 <0.394 <0.425 <0.365 <0.416 <0.408 <0.375 <3.56 <0.388 340
Range
(mg/kg)
Mean
(mg/kg)
<0.51 0.43 NA <0.33 <0.48 0.81 <0.39 <0.31 NA <0.57 <0.52 <0.40 0.47 <0.30 0.84 1.1 0.86 0.87 0.60 6.2 <1.0-8.8 0.76
<1.0 2.8 NA 1.3 1.1 1.1 <0.78 1.5 NA <1.1 <1.0 <0.80 <0.72 <0.59 1.4 <0.95 1.4 3.7 1.1 0.67 1.0-18 4.8
0.36 0.13 NA 0.30 0.33 0.81 0.18 0.29 NA 0.63 0.32 0.20 0.37 0.18 0.61 0.56 0.13 0.17 0.14 32 n.d.-2.0 0.11
0.12 0.14 NA <0.065 1.6 0.14 <0.078 <0.062 NA 0.12 0.15 0.080 0.16 0.069 0.21 0.21 0.31 0.30 0.10 14 1.0-10 4.3
18.6 11.5 NA 9.5 16.1 22.8 9.7 38.5 NA 15.0 114 5.1 18.4 12.7 17.7 7.7 18.7 18.1 17.1 24,000 7.0-300 65
30.8 50.7 NA 9.7 26.6 41.9 15.1 11.4 NA 89.8 65.9 9.3 44.8 19.9 33.7 70.2 52.2 31.5 10.1 620 3.0-100 34
7.2 10.7 NA 7.0 51.0 5.1 9.1 7.7 NA 12.9 2.6 5.4 11.0 10.4 44.8 9.4 62.8 58.4 7.3 400 ND - 50 16
292 156 NA 76.4 156 236 121 258 NA 3,090 1,450 312 198 45.5 299 567 425 255 118 360 8.0-3,394 594
0.0061 <0.0050 NA 0.77 0.050 0.015 0.0079 0.019 NA 0.082 0.0090 0.022 0.040 0.028 0.060 0.0094 0.042 0.042 0.021 1.9 0.03-0.52 0.121
9.7 10.9 NA 1.5 6.2 35.9 2.5 3.8 NA 5.1 54.9 2.4 4.9 2.3 6.0 4.8 11.5 8.5 2.6 300 n.d.-150 23
<1.0 <0.66 NA <0.65 1.3 0.90 1.0 <0.62 NA 1.1 <1.0 0.94 1.2 0.68 <1.1 1.6 <0.73 <0.82 <0.75 78 <0.1-0.8 0.42
0.82 0.86 NA <0.33 <0.48 0.86 <0.39 <0.31 NA 0.98 0.89 0.61 0.90 <0.30 0.70 2.3 0.52 0.45 <0.38 78 ND-5.0 --
34.5 31.8 NA 3.3 250 55.0 20.7 13.9 NA 20.4 57.8 35.7 34.1 14.6 57.1 67.3 71.5 106 20.9 4,600 25-124 56
<2.38NA NANANANANANANANANANANANANANANANANA 0.30 NENE
NA NA <0.24 2.5 4.6 1 99.1 2.4 4.2 11.5 0.65 27.2 <0.3 0.59 <0.28 <0.41 49.3 NA 7.5
NA NA <0.59 <0.78 <0.58 <0.67 3.9 <0.73 <0.91 <0.59 <1.3 <0.87 <0.75 <1.5 <0.7 <1 <10.3 NA <0.65
Notes:
1) Bold concentration indicates exceedance of NC DENR March 2015 IHSB Preliminary Industrial Health Based Soil Remediation Goals (or background levels in the case of metals) or NC DENR Action Levels
2) NC DENR IHSB Preliminary Health Based Residential Soil Remediation Goals - March 2015
3) NC DENR IHSB Protection of Groundwater Soil Remediation Goals - March 2015
4) Range and Mean background values for North Carolina or Southeast soils taken from Elements in North American Soils by Dragun and Chekiri, 2005
EPA Method follows parameter in parenthesis; NA= Not analyzed; NE = Not established; -- = Not Applicable;
VOCs=volatile organic compounds; SVOCs=semi-volatile organic compounds; BRL=Below laboratory reporting limit
TPH=total petroleum hydrocarbons; PCBs = polychlorinated biphenyls; HSL = Hazardous Substance List; UVF = Ultraviolet Fluorescence analytical method
31-18 31-20
94
460
3
70,000
1,200
1,200
5.8
0.90
270
Background Metals
in Soil4
17
2.9 0.18
290 18
700
5,200
800
9,400
360,000
IHSB Industrial
PSRG1
(mg/kg)
IHSB POG3
(mg/kg)
IHSB Residential
PSRG2
(mg/kg)
NE
0.32
Screening Criteria
63
3.0
1,900
640
390
10.14
NE
29
660
8.4
430
260 5.8
0.29
2.9
0.023
NE
0.059
0.60
9,000
46,000
160 NE
0.29
7,800
5.9
0.19
6,000 330
NE 68
0.21
6,000
2.9 3.5
56
3.4
2.1
8.0 1.0
65
130
10
NC DENR Action Level
(mg/kg)
4,400
4,600 220
200
1,200
10
100,000
3.86.3
S:\AAA-Master Projects\NC DOT Right-of-Way -ROW\ROW-500s\ROW-506 P-3800 Parcels 31 & 31A Rail PSAs\Reports\Parcel 31\DataTables 2 & 3.xls
7/15/2015
Table 2 (Page 2 of 2)
Hart & Hickman, PC
Table 3 (Page 1 of 1)
Summary of Groundwater Analytical Results
Charlotte Pipe and Foundry - Parcel 31
Charlotte, Mecklenburg County, North Carolina
H&H Job No. ROW-506
S:\AAA-Master Projects\NC DOT Right-of-Way -ROW\ROW-500s\ROW-506 P-3800 Parcels 31 & 31A Rail PSAs\Reports\Parcel 31\DataTables 2 & 3
Table 3 (Page 1 of 1)
Hart & Hickman, PC
Sample ID MW-1 TMW-1 TMW-2 TMW-3 Screening Criteria
Sample Date 6/12/2015 6/12/2015 6/12/2015 6/12/2015
NC DENR 2L
Standard 1
Units mg/L mg/L mg/L mg/L mg/L
VOCs (8260)
Ethylbenzene <0.0010 <0.0010 0.0068 <0.0010 0.60
p-Isopropyltoluene <0.0010 <0.0010 0.0011 <0.0010 NS
Methyl-tert-butyl-ether 0.0013 <0.0010 <0.0010 <0.0010 0.020
Naphthalene <0.0010 0.0039 0.0116 <0.0010 0.006
Styrene <0.0010 0.0013 <0.0010 <0.0010 0.070
Toluene <0.0010 0.0024 <0.0010 <0.0010 0.600
m&p Xylenes <0.0020 0.0024 <0.0020 <0.0020 NS
o-xylene <0.0010 0.0012 <0.0010 <0.0010 NS
Total Xylenes <0.0020 0.0036 <0.0020 <0.0020 0.500
SVOCs (8270)BRL NA BRL BRL varies
HSL Metals (6010/7471)
Copper <0.0050 NA 0.0064 0.0123 1.0
Lead 0.0098 NA <0.0050 <0.0050 0.015
Manganese 0.160 NA 1.88 3.15 0.050
Nickel <0.0050 NA 0.0075 0.0059 0.100
Zinc 0.396 NA 0.014 0.0240 1.0
Turbidity (NTU)0.80 8.00 7.37 9.96 NA
Notes:
1. NC DENR 15A NCAC 2L .0202 Groundwater Quality Standards
EPA Method follows parameter in parenthesis
BRL=Below laboratory reporting limit;
VOCs=volatile organic compounds; SVOCs=semi-volatile organic compounds
Bold indicates above 2L Standard.
NS = Not specified; NA = Not Applicable; NTU = Nephelometric Turbidity Unit

Parcel 32

Tables and Figures from H&H PSA report dated December 1, 2014

Table 2 (Page 1 of 1)
Summary of Soil Analytical Results
RJS/STS, LLC Property - Parcel 32
Charlotte, Mecklenburg County, North Carolina
H&H Job No. ROW-501
S:\AAA-Master Projects\NC DOT Right-of-Way -ROW\ROW-500s\ROW-501 P-3800 Charlotte Rail PSAs\Reports\Parcel 32\Soil DataTable 211/25/2014
Table 2 (Page 1 of 1)
Hart & Hickman, PC
Sample ID 32-2 32-3 32-4 32-5 32-6 32-7 32-8 32-9 32-10 32-11 32-12 32-13 32-14 32-15 32-16 32-17 32-18A 32-19A 32-20
Sample Depth (ft) 2-4 6-8 0-2 0-2 0-2 12-14 0-2 0-2 0-2 0-2 0-2 4-6 0-2 0-2 6-8 0-1.5 0-2 2-4 6-8 12-14 0-1
Sample Date 9/3/2014 9/3/2014 9/4/2014 9/4/2014 9/4/2014 9/4/2014 9/4/2014 9/4/2014 9/5/2014 9/5/2014 9/5/2014 9/5/2014 9/5/2014 9/5/2014 9/8/2014 9/5/2014 9/5/2014 9/5/2014 9/8/2014 9/8/2014 10/30/2014
RCRA Metals (7470/6010)
TCLP (mg/L)
Arsenic <0.050 NA NA NA NA NA NA <0.050 NA NA NA NA NA NA NA <0.050 NA NA NA NA NA
Barium 3.8 NA NA NA NA NA NA 5.8 NA NA NA NA NA NA NA 0.61 NA NA NA NA NA
Cadmium 0.21NANANANANANA0.47NANANANANANANA0.036NANANANANA
Chromium <0.025 NA NA NA NA NA NA <0.025 NA NA NA NA NA NA NA <0.025 NA NA NA NA NA
Lead 3.9NANANANANANA5.3 NA NA NA NA NA NA NA 398 NA NA NA NA NA
Mercury <0.20 NA NA NA NA NA NA <0.20 NA NA NA NA NA NA NA <0.20 NA NA NA NA NA
Selenium <0.10 NA NA NA NA NA NA <0.10 NA NA NA NA NA NA NA <0.10 NA NA NA NA NA
Silver <0.025 NA NA NA NA NA NA <0.025 NA NA NA NA NA NA NA <0.025 NA NA NA NA NA
PCBs (8082) (mg/kg)
Aroclor 1016 <0.197 <0.042 <0.195 <0.183 <0.203 <0.0401 <1.79 <0.374 <0.210 <0.0453 <0.0437 <0.0410 <0.0421 <0.0395 <0.0422 <0.211 <0.177 <0.190 <0.0394 <0.188 <1.350
Aroclor 1221 <0.197 <0.042 <0.195 <0.183 <0.203 <0.0401 <1.79 <0.374 <0.210 <0.0453 <0.0437 <0.0410 <0.0421 <0.0395 <0.0422 <0.211 <0.177 <0.190 <0.0394 <0.188 <1.350
Aroclor 1232 <0.197 <0.042 <0.195 <0.183 <0.203 <0.0401 <1.79 <0.374 <0.210 <0.0453 <0.0437 <0.0410 <0.0421 <0.0395 <0.0422 <0.211 <0.177 <0.190 <0.0394 <0.188 <1.350
Aroclor 1242 <0.197 <0.042 <0.195 <0.183 <0.203 <0.0401 <1.79 <0.374 <0.210 <0.0453 <0.0437 <0.0410 <0.0421 <0.0395 <0.0422 <0.211 <0.177 <0.190 <0.0394 <0.188 <1.350
Aroclor 1248 <0.197 <0.042 <0.195 <0.183 <0.203 <0.0401 <1.79 <0.374 <0.210 <0.0453 <0.0437 <0.0410 <0.0421 0.485 <0.0422 <0.211 <0.177 <0.190 <0.0394 <0.188 <1.350
Aroclor 1254 <0.197 <0.042 <0.195 <0.183 <0.203 <0.0401 6.78 0.434 <0.210 <0.0453 <0.0437 <0.0410 <0.0421 0.334 <0.0422 <0.211 1.34 0.489 <0.0394 <0.188 6.33
Aroclor 1260 1.64 0.103 0.426 0.503 <0.203 <0.0401 <1.79 <0.374 <0.210 <0.0453 <0.0437 <0.0410 <0.0421 <0.0395 <0.0422 <0.211 <0.177 <0.190 <0.0394 <0.188 <1.350
Total PCBs 1.64 0.103 0.426 0.503 -- --6.78 0.434----------0.819----1.34 0.489 -- --6.33
VOCs (8260) (mg/kg)
Acetone 0.276 <0.110 0.957 0.397 <0.0905 <0.106 0.191 0.726 <0.108 <0.0965 <0.112 <0.110 <0.106 <0.102 <0.0848 <0.134 <0.0833 <0.0926 <0.0804 <0.0880 <0.164
Benzene <0.0077 <0.0055 0.0083 <0.0065 <0.0045 <0.0053 <0.0060 <0.0061 <0.0054 <0.0048 <0.0056 <0.0055 <0.0053 <0.0051 <0.0042 <0.0067 <0.0042 <0.0046 <0.0040 <0.0044 <0.0082
2-Butanone (MEK) <0.153 <0.110 <0.163 <0.131 <0.0905 <0.106 <0.120 0.142 <0.108 <0.0965 <0.112 <0.110 <0.106 <0.102 <0.0848 <0.134 <0.0833 <0.0926 <0.0804 <0.0880 <0.164
n-Butylbenzene <0.0077 <0.0055 <0.0081 0.0227 <0.0045 <0.0053 <0.0060 <0.0061 <0.0054 <0.0048 <0.0056 <0.0055 <0.0053 <0.0051 <0.0042 <0.0067 <0.0042 <0.0046 <0.0040 <0.0044 <0.0082
Ethylbenzene <0.0077 0.0600 <0.0081 <0.0065 <0.0045 <0.0053 <0.0060 0.0122 <0.0054 <0.0048 <0.0056 <0.0055 <0.0053 <0.0051 <0.0042 <0.0067 <0.0042 <0.0046 <0.0040 <0.0044 <0.0082
p-Isopropyltoluene <0.0077 <0.0055 0.0217 0.0168 <0.0045 <0.0053 <0.0060 0.0291 <0.0054 <0.0048 <0.0056 <0.0055 <0.0053 <0.0051 <0.0042 <0.0067 <0.0042 <0.0046 <0.0040 <0.0044 <0.0082
Methylene Chloride <0.0307 <0.0220 <0.0326 <0.0261 <0.0181 <0.0211 <0.0241 <0.0242 0.0227 <0.0193 <0.0225 <0.0220 <0.0212 <0.0204 <0.0170 <0.0267 <0.0167 <0.0185 <0.0161 <0.0176 <0.0329
Naphthalene 0.0077 <0.0055 0.0682 0.0554 <0.0045 <0.0053 <0.0060 2.28 <0.0054 <0.0048 <0.0056 <0.0055 <0.0053 <0.0051 <0.0042 <0.0067 <0.0042 <0.0046 <0.0040 <0.0044 <0.0082
Toluene <0.0077 <0.0055 <0.0081 0.0138 <0.0045 <0.0053 <0.0060 0.0105 <0.0054 <0.0048 <0.0056 <0.0055 <0.0053 <0.0051 <0.0042 <0.0067 <0.0042 <0.0046 <0.0040 <0.0044 <0.0082
1,2,4-Trimethylbenzene 0.0101 <0.0055 0.0236 1.83 <0.0045 <0.0053 <0.0060 0.0322 <0.0054 <0.0048 <0.0056 <0.0055 <0.0053 <0.0051 <0.0042 <0.0067 <0.0042 <0.0046 <0.0040 <0.0044 <0.0082
1,3,5-Trimethylbenzene <0.0077 <0.0055 0.0105 0.204 <0.0045 <0.0053 <0.0060 0.0071 <0.0054 <0.0048 <0.0056 <0.0055 <0.0053 <0.0051 <0.0042 <0.0067 <0.0042 <0.0046 <0.0040 <0.0044 <0.0082
Total Xylenes 0.0129 0.186 <0.0163 0.285 <0.0090 <0.0106 <0.0120 0.0413 <0.0108 <0.0096 <0.0112 <0.0110 <0.0106 <0.0102 <0.0085 <0.0134 <0.0083 <0.0093 <0.0080 <0.0088 <0.0164
SVOCs (8270)(mg/kg)
Benzo(a)anthracene <19.70 <0.402 6.42 <3.66 <4.06 <0.401 <3.58 <3.74 <0.42 <0.453 <0.437 <0.410 <0.421 <0.395 <0.422 <4.220 <0.353 <0.379 <0.394 <0.375 <6.760
Benzo(a)pyrene <19.70 <0.402 5.46 <3.66 <4.06 <0.401 <3.58 <3.74 <0.42 <0.453 <0.437 <0.410 <0.421 <0.395 <0.422 <4.220 <0.353 <0.379 <0.394 <0.375 <6.760
Benzo(b)fluoranthene <19.70 <0.402 4.34 <3.66 <4.06 <0.401 <3.58 <3.74 <0.42 <0.453 <0.437 <0.410 <0.421 <0.395 <0.422 <4.220 <0.353 <0.379 <0.394 <0.375 <6.760
Benzo(k)fluoranthene <19.70 <0.402 5.36 <3.66 <4.06 <0.401 <3.58 <3.74 <0.42 <0.453 <0.437 <0.410 <0.421 <0.395 <0.422 <4.220 <0.353 <0.379 <0.394 <0.375 <6.760
Chrysene <19.70 <0.402 6.97 <3.66 <4.06 <0.401 <3.58 <3.74 <0.42 <0.453 <0.437 <0.410 <0.421 <0.395 <0.422 <4.220 <0.353 <0.379 <0.394 <0.375 <6.760
bis(2-ethylhexyl)phthalate <19.70 <0.402 <3.90 <3.66 <4.06 <0.401 <3.58 <3.74 <0.42 0.764 <0.437 <0.410 <0.421 <0.395 <0.422 <4.220 <0.353 <0.379 <0.394 <0.375 <6.760
Fluoranthene <19.70 <0.402 13.80 <3.66 <4.06 <0.401 <3.58 <3.74 <0.42 <0.453 <0.437 <0.410 <0.421 <0.395 <0.422 <4.220 <0.353 <0.379 <0.394 <0.375 <6.760
Phenanthrene <19.70 <0.402 12.90 <3.66 <4.06 <0.401 <3.58 <3.74 <0.42 <0.453 <0.437 <0.410 <0.421 <0.395 <0.422 <4.220 <0.353 <0.379 <0.394 <0.375 <6.760
Pyrene <19.70 <0.402 12.40 <3.66 <4.06 <0.401 <3.58 <3.74 <0.42 <0.453 <0.437 <0.410 <0.421 <0.395 <0.422 <4.220 <0.353 <0.379 <0.394 <0.375 <6.760
HSL Metals (6010/7471) (mg/kg)
Range
(mg/kg)
Mean
(mg/kg)
Antimony 11.9 <0.42 20.1 8.7 2.0 <0.55 60.9 20.2 6.9 <0.54 <0.60 <0.49 <0.64 <0.54 <0.52 238 8.4 <0.42 <0.43 <0.41 10.5 <1.0-8.8 0.76
Arsenic 13.4 1.2 12.8 8.9 1.4 1.2 9.6 15 1.9 <1.1 <1.2 <0.99 <1.3 2.3 <1.0 10.2 3.5 1.3 <0.87 <0.82 18.4 1.0-18 4.8
Beryllium 0.40 0.61 0.44 0.37 0.32 0.45 0.21 0.40 0.35 0.82 0.58 0.39 0.48 0.59 1.2 0.76 0.38 0.32 0.95 0.45 0.60 n.d.-2.0 0.11
Cadmium 35.9 1.7 42.5 421 <0.087 0.22 8.1 29.8 0.94 1.2 0.81 0.17 0.29 1.6 0.78 2.7 2.7 1.5 0.78 0.49 30.0 1.0-10 4.3
Chromium 100 9.1 68.4 56.1 19.8 6.7 45.1 97.6 11.9 53.8 138 8.6 12.2 77.7 11.2 71.0 83.2 17.8 21.7 4.7 114 7.0-300 65
Copper 550 42.3 1,310 543 39.7 22.0 253 2,420 320 75.4 70.1 32.9 84.3 116 39.8 2,520 306 109 35.3 35 1,100 3.0-100 34
Lead 2,580 85.3 2,200 1,290 237 9.1 3,780 2,290 2,260 14.8 125 4.9 143 223 45.5 28,700 402 253 5.0 68.8 3,100 ND - 50 16
Manganese 713 430 704 440 236 397 943 932 194 588 407 136 126 783 191 1,530 391 324 424 242 1,040 8.0-3,394 594
Mercury 0.17 0.067 0.24 0.29 0.044 <0.0041 0.32 0.37 0.27 0.083 0.052 0.0099 0.036 0.17 0.025 1.3 0.24 0.14 0.042 0.0051 0.72 0.03-0.52 0.121
Nickel 110 7.8 58.1 99.3 11.6 3.9 44.6 112 9.3 21.7 18.0 2.7 7.2 37.9 6 38.9 48.5 11.3 11.4 7.1 75.9 n.d.-150 23
Selenium 3.7 1.1 2.4 3.4 4.0 <1.1 1.4 2.8 <1.2 <1.1 <1.2 <0.99 <1.3 <1.1 <1.0 <1.2 <0.99 <0.85 <0.87 <0.82 <1.5 <0.1-0.8 0.42
Silver 0.65 <0.42 1.7 4.0 <0.43 <0.55 <0.44 1.6 <0.59 <0.54 <0.60 <0.49 <0.64 <0.54 <0.52 2.1 <0.50 <0.42 <0.43 <0.41 1.7 ND-5.0 --
Zinc 6,340 471 12,100 1,950 77.7 53.3 1,480 6,510 253 66.2 224 16.5 95.0 362 48.6 995 1,150 1,010 75.8 67.6 7,590 25-124 56
TPH-DRO/GRO (8015) (mg/kg)
Diesel-Range Organics (DRO)4,330 71.7 1,180 1,180 66.9 <6.1 466 1,760 66.0 421 9.3 <6.2 <6.4 69.4 <6.4 385 63.8 148 <6.0 <5.7 1,040
Gasoline-Range Organics (GRO) <5.6 <6.9 15.1 58.7 <7.8 <6.9 <4.9 11.5 <8.0 <7.8 <6.4 <7.7 <6.6 <7.7 <5.7 <19.0 <5.0 <8.5 <4.5 <5.2 <11.3
Notes:
Bold concentration indicates exceedance of IHSB Industrial PSRG (and twice mean background levels in the case of metals), RCRA Toxicity Characteristic, or NC DENR Action Levels
1. NC DENR Inactive Hazardous Sites Branch (IHSB) Preliminary Industrial Health Based Soil Remediation Goals - September 2014
2. NC DENR IHSB Protection of Groundwater Preliminary Soil Remediation Goals -September 2014
3. Range and Mean background values for North Caolina or Southeast soils taken from Elements in North American Soils by Dragun and Chekiri, 2005
EPA Method follows parameter in parenthesis; NA= Not analyzed; NE = Not established; -- = Not Applicable
BRL=Below laboratory reporting limit; VOCs=volatile organic compounds; TCLP = Toxicity Characteristic Leeching Procedure
SVOCs=semi-volatile organic compounds; TPH=total petroleum hydrocarbons; PCBs = polychlorinated biphenyls; HSL = Hazardous Substance List
63
1.0
65
270
700
360,000
3
3.0
70,000
1,200
1,200
5.8
0.90
1,200
3.4
2.1
130
3.1
5,200
800
9,400
100,000
200
32-1
Screening Criteria
RCRA Toxicity Characteristic
Level (mg/L)
5.0
100.0
1.0
5.0
5.0
0.2
1.0
5.0
IHSB Industrial
PSRG1
(mg/kg)
IHSB POG2
(mg/kg)
-- --
-- --
-- --
-- --
-- --
-- --
-- --
10.14
100,000 24
5.1 0.0073
28,000 16
110 2.4
25 8.1
NE 0.68
640 0.023
17 0.21
820 5.5
48 6.7
180 6.7
260 5.8
2.9 0.18
0.29 0.059
2.9 0.60
2.9 5.9
290 18
160 7.2
6,000 330
NE 6.8
Background Metals
in Soil3
9.4
460
10
10
NC DENR Action Level
(mg/kg)
4,400
4,600 220
Table 3
Summary of Groundwater Analytical Results
RJS/STS, LLC Property - Parcel 32
Charlotte, Mecklenburg County, North Carolina
H&H Job No. ROW-501
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Table 3 (Page 1 of 1)
Hart & Hickman, PC
Sample ID 32-TW1 Screening Criteria
Sample Date 9/5/2014
NC DENR 2L
Standard 1
Units mg/L mg/L
PCBs (8082)
Total PCBs BRL --
VOCs (8260)BRL --
SVOCs (8270)BRL --
Notes:
1. NC DENR 15A NCAC 2L .0202 Groundwater Quality Standards - April 2013
EPA Method follows parameter in parenthesis
BRL=Below laboratory reporting limit; PCBs=polychlorinated byphenyls
VOCs=volatile organic compounds; SVOCs=semi-volatile organic compounds
Bold indicates above target screening levels.

Parcel 32

Table and Figure from H&H Hazardous Soil Treatment and Removal Work Plan and
Groundwater Results dated April 26, 2016

Table 1
Summary of Groundwater Analytical Results
NC DOT Property - Parcel 32
Charlotte, Mecklenburg County, North Carolina
H&H Job No. ROW-509
Sample ID 32-TW1 TW-2 Screening Criteria
Sample Date 9/5/2014 3/31/2016
NC DEQ 2L Standard
1
Units mg/L mg/L mg/L
PCBs (8082)
Total PCBs BRL NA --
VOCs (8260)BRL NA --
SVOCs (8270)BRL NA --
Metals (6010/7470) --
Manganese NA 0.64 0.050
Nickel NA 0.0142 0.100
Zinc NA 0.0227 1.0
Lead NA <0.005 0.015
Turbidity (NTU)NA 8.02 NA
Notes:
1. NC DEQ 15A NCAC 2L .0202 Groundwater Quality Standards - April 2013
EPA Method follows parameter in parenthesis
NA = Not analyzed; NTU = nephelometric turbidity unit
BRL=Below laboratory reporting limit; PCBs=polychlorinated byphenyls
VOCs=volatile organic compounds; SVOCs=semi-volatile organic compounds
Bold indicates above 2L Standard.
Only compounds detected in at least one sample plus lead are shown above.
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Table 2 (Page 1 of 1)
Hart & Hickman, PC

Appendix D

Contingency Plan
1
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Contingency Plan
NC DOT
Charlotte Locomotive and Railcar Maintenance Facility
Charlotte, Mecklenburg County, North Carolina
H&H Job No. ROW-508
This Contingency Plan is being provided as required by the NC DEQ template
Environmental Management Plan (EMP) for the proposed Charlotte Locomotive and Railcar
Maintenance Facility for the Charlotte Railroad Improvement and Safety Program (CRISP)
(NC DOT State Project P-3800).
Contingency Actions
In each of the contingent instances noted below, the Prospective Developer will notify DEQ
within 48 hours per the accompanying EMP.
If a sub-grade feature, structure, drum, underground storage tank (UST), or pit is encountered
during construction, it will be inspected for the presence of product, waste, or contaminated
fluids. If waste or contaminated fluids are present, they will be removed, profiled and
disposed at a permitted facility. USTs will be removed and properly disposed in accordance
with DEQ regulations. If the structure does not require removal for geotechnical or
construction purposes, it will be filled with soil or suitable fill and construction will proceed.
Where appropriate, the bottom may be penetrated before back filling to prevent rainwater
accumulation. If waste is present, the waste will be set aside in a secure area and will be
sampled as required by DEQ and disposed off-site. If a concrete structure must be removed
and the observed waste characteristics indicate the concrete may potentially be contaminated
to a significant degree, the concrete will be sampled and analyzed by methods specified by
the disposal facility.
If buried piping is encountered and must be removed to allow construction to proceed, the
contractor will inspect the pipe for fluids, collect and sample fluids where appropriate, and
2
S:\AAA-Master Projects\NC DOT Right-of-Way -ROW\ROW-500s\ROW-508 P-3800 CRISP BF Management\Revised EMP\Appendix E - Contingency\Contingency Plan.doc
look for signs of a release using field screening methods (visual, olfactory, field OVA). If a
release is suspected, DEQ will be contacted to discuss the appropriate course of action.
If suspected waste in soil is encountered at the site during construction, the soil may be
stockpiled in a secure area and covered while awaiting characterization. Stockpiles will be
covered with plastic sheeting, configured to minimize contact with surface flow, and
additional measures taken as needed to prevent erosion. Sample results and the appropriate
course of action will be discussed with DEQ. If landfilled material is encountered at the site
during construction, the nature and extent of the buried material will be evaluated (ex. by test
pits) and DEQ will be notified to discuss the appropriate course of action.
Site debris will be segregated as needed, and disposed or recycled at an approved facility (or
reused on site as beneficial fill at a location approved by DEQ). If a drum is encountered, the
contents will be identified, and if appropriate, the drum profiled and disposed at a permitted
facility.
Potentially contaminated dirt will be shaken off of land clearing debris to the degree practical
with land clearing equipment, and the land clearing debris disposed off-site at an approved
land clearing and inert debris landfill.
Open excavations associated with such instances above will be bermed or covered to
minimize run-off in the event of substantial rainfall. In the event that impacted soil or water
within an excavation cannot be dried adequately for construction purposes using the methods
described in the accompanying EMP, the soil may be amended with clean soil, aggregate,
drying agents, and/or stabilizing agents to achieve the desired geotechnical qualities.
Amendment may be conducted inside or outside the excavation and the material replaced
into the excavation. Such activities will be discussed with DEQ in advance.