22010_Glenwood Square_EMP_20190528

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 Brownfields project manager.
The EMP is a typical requirement of a Brownfields Agreement (BFA). Its purpose is to clarify
actions to be taken during the demolition and construction at Brownfields properties in an
effort to avoid delays in the event of the discovery of new contamination sources or other
environmental conditions. The EMP provides a means to document redevelopment plans and
environmental data for each applicable environmental medium to inform regulatory -compliant
decision -making at the site. As much detail as possible should be included in the EMP,
including contingency planning for unknowns. Consult your project manager if you have
questions.
Prospective Developers and/or their consultants must complete and submit this form and all
pertinent attachments, see checklist below, to their Brownfields project manager prior to any
earthmoving or other development -related activities that have the potential to disturb soil at
the Brownfields Property, including demolition. For the resultant EMP to be valid for use, it
must be completed, reviewed by the program, signed by all parties working on the project,
and approved by the Brownfields project manager. Failure to comply with the requirements of
the EMP could jeopardize project eligibility, or in the event of a completed agreement, be
cause for a reopener
So that the EMP provides value in protecting brownfields eligibility and public health, the
preparer shall ensure that the following steps have been completed prior to submitting the
EMP for review. Any EMP prepared without completing these steps is premature.
® Site sampling and assessment that meets Brownfields' objectives is complete and has
been reviewed and approved by the Brownfields Project Manager.
® Specific redevelopment plans, even if conceptual, have been developed for the project,
submitted and reviewed by the Brownfields Project Manager.
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Please submit, along with the completed EMP form, the following attachments, as relevant
and applicable to the proposed redevelopment:
® A set of redevelopment plans, including architectural/engineering plans, if available; if
not conceptual plans may suffice if updated when detailed plans are drafted.
® A figure overlaying redevelopment plans on a map of the extent of contamination for
each media.
® Site grading plans that include a cut and fill analysis.
❑ A figure showing the proposed location and depth of impacted soil that would remain
on site after construction grading.
❑ Any necessary permits for redevelopment (i.e. demolition, etc.).
® A detailed construction schedule that includes timing and phases of construction.
® Tabulated data summaries for each impacted media (i.e. soil, groundwater, soil gas,
etc.) applicable to the proposed redevelopment.
® Figures with the sampling locations and contamination extents for each impacted media
applicable to the proposed redevelopment.
❑ A full final grade sampling and analysis plan, if the redevelopment plan is final.
❑ If known, information about each proposed potential borrow soil source, such as aerial
photos, historic site maps, historic Sanborn maps, a site history, necessary for
brownfields approval.
❑ Information and, analytical data if required, for quarries, or other borrow sources,
detailing the type of material proposed for importation to the Brownfields Property.
❑ A work plan for the sampling and analysis of soil to be brought onto the Brownfields
Property. Refer to Issue Resolution 15 in Brownfields Program Guidelines.
❑ A map of the Brownfields Property showing the location of soils proposed for export
and sampling data from those areas.
❑ If a Vapor Mitigation System is required by the Brownfields Program, the Vapor
Intrusion Mitigation System (VIMS) plan will be signed and sealed by a NC Professional
Engineer. The VIMS Plan may also be submitted under separate cover.
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Date: 1/24/2019
GENERAL INFORMATION
Revision Date (if applicable): 4/26/2019
Brownfields Assigned Project Name: Glenwood Square
Brownfields Project Number: 22010-18-092
Brownfields Property Address: 615, 621, 623, 701, and 709 Hillsborough Street; 11 South Boylan
Avenue, Raleigh, Wake County
Brownfields Property Area (acres): 1.99
Is Brownfields Property Subject to RCRA Permit? ....................... ❑ Yes ® No
If yes enter Permit No.: Click or tap here to enter text.
Is Brownfields Property Subject to a Solid Waste Permit ............ ❑ Yes ® No
If yes, enter Permit No.: Click or tap here to enter text.
COMMUNICATIONS
A copy of this EMP shall be distributed to all the parties below as well as any contractors or site workers
that may be exposed to site vapors, soil, groundwater, and/or surface water. Additionally, a copy of the
EMP shall be maintained at the Brownfields Property during redevelopment activities. NOTE, THE EMP
DOES NOT TAKE THE PLACE OF A SITE -SPECIFIC HEALTH AND SAFETY PLAN.
Prospective Developer (PD): Glenwood Two LLC
Contact Person: Ryan Blair
Phone Numbers: Office: 410-769-6139 Mobile: [phone]
Email: [e-mail]
Contractor for PD: Whiting Turner Construction Company
Contact Person: Brian Hale
Phone Numbers: Office: [phone] Mobile: [phone]
Email: [e-mail]
Environmental Consultant: GTA Associates Inc.
Contact Person: Jeffrey Mutter
Phone Numbers: Office: 410-792-9446 Mobile: [phone]
Email: [e-mail]
Brownfields Program Project Manager: Kelly Johnson
Phone Numbers: Office: Raleigh Mobile: [phone]
Email: [e-mail]
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Other DEQ Program Contacts (if applicable, i.e., UST Section, Inactive Hazardous Site Branch,
Hazardous Waste, Solid Waste):
_iicK or iap nere io enier iexi.
NOTIFICATIONS TO THE BROWNFIELDS PROGRAM
Written advance Notification Times to Brownfields Project Manager: Check each box to accept
minimum advance notice periods (in calendar days) for each type of onsitetask:
On -site assessment or remedial activities: .................................................... 10 days Prior
Construction or grading start: .......................................................................... 10 days Prior
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, ventilation of work zones): ................................... Within 48 hours
Installation of mitigation systems: ................................................................ 10 days Prior
IK
Other notifications as required by local, state or federal agencies toimplement redevelopment
activities: (as applicable): ................................................................................. Within 30 days
REDEVELOPMENT PLANS
1) Type of Redevelopment (check all that apply):
❑Residential ❑Recreational El Institutional ®Commercial ®Office ®Retail ❑ Industrial
®Other specify:
Parking, Restaurant
2) 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
3) Summary of Redevelopment Plans (MANDATORY: attach detailed plans or conceptual plans, if
detailed plans are not available. EMP review without such information would be premature):
Provide brief summary of redevelopment plans, including demolition, removal of building
slabs/pavement, grading plans and planned construction of new structures:
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The development will consists of a 10 story office/retail building, a 635 space open parking
garage, and two single story retail buildings.
4) Do plans include demolition of structure(s)?:
® Yes ❑ No ❑ Unknown
® If yes, please check here to confirm that demolition will be conducted in accordance with
applicable legal requirements, including without limitation those related to lead and asbestos
abatement that are administered by the Health Hazards Control Unit within the Division of Public
Health of the North Carolina Department of Health and Human Services. If available, please
provide a copy of your demolition permit.
5) Are sediment and erosion control measures required by federal, state, or local regulations?
® Yes ❑ No ❑ Unknown
® If yes, please check here to confirm that demolition will be conducted in accordance with
applicable legal requirements. If soil disturbance is necessary to install sediment and erosion
control measures, they may not begin until this EMP is approved.
6) Which category of risk -based screening level is used or is anticipated to be specified in the
Brownfields Agreement? Note: If children frequent the property, residential screening levels shall
be cited in the Brownfields Agreement for comparison purposes.
❑ Residential ® Non -Residential or Industrial/Commercial
7) Schedule for Redevelopment (attach construction schedule):
a) Construction start date: 9/30/2019
b) Anticipated duration (specify activities during each phase):
Office/Retail/Courtyard:
Demo/Sitework Start 8/15/2019
Foundations Start 11/1/2019
Core & Shell Start 2/5/2020
Core & Shell Completion 12/15/2020
Prelease Up -Fit Completion 9/1/2020
Garage:
Demo Sitework Start 8/15/2019
Garage Foundations Start 1/21/2020
Garage Completion 9/1/2020
c) Additional phases planned? ❑ Yes ❑ No
If yes, specify the start date and/or activities if known:
Start Date: N/A
Planned Activity:
No additional phases are planned. Document will not allow "No" to be checked above.
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Start Date: lick or tap to enter a date.
Planned Activity:
LACK or iap nere to enter text.
Start Date: Click or tap to enter a date.
Planned Activity:
Click or tap here to enter text.
d) Provide the planned date of occupancy for new buildings: 9/1/2020
CONTAMINATED MEDIA
1) Contaminated Media on the Brownfields Property
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 S. Soil Vapor: ..................................................
❑
Yes
® No
❑ Suspected
Part 6. Sub -Slab Soil Vapor: ..................................
❑
Yes
® No
❑ Suspected
Part 7. Indoor Air: ...................................................
❑
Yes
® No
❑ Suspected
2) For the Area of Proposed Redevelopment on the Brownfields Property, attach tabulated data
summaries for each impacted media and figure(s) with sample locations.
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 general groups of contaminants):
One VOC , one SVOC, and no metals detected above the Commercial MSCCs. However, there are
several geophysical anomalies that are likely associated with underground storage tanks (USTs)
on the subject property. During the removal of any potential USTs we may encounter petroleum
impacted soil. If so, that soil will be handled and disposed of in coordination with DEQ.
2) Depth of known or suspected contaminants (feet):
10-20'
3) Area of soil disturbed by redevelopment (square feet):
70,000
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4) Depths of soil to be excavated (feet):
4.5
5) Estimated volume of soil (cubic yards) to be excavated (attach grading plan):
2,266 (see Attachment B)
6) Estimated volume of excavated soil (cubic yards) anticipated to be impacted by contaminants:
200
7) Estimated volume of contaminated soil expected to be disposed of offsite, if applicable:
200
Part 1.A. MANAGING ONSITE SOIL
If soil is anticipated to be excavated fromthe 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 preliminarydata available).
1) HAZARDOUS WASTE DETERMINATION:
a) 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).
UICK or tap here to enter text.
❑ If yes, do the soils exceed the "Contained -Out" levels in Attachment 1 of the
North Carolina Contained -In Policy? ................................................. ❑ Yes ❑ No
b) 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 POLICYTHE SOIL MAY NOT BE RE -USED ON SITE AND MUST BE
DISPOSED OF IN ACCORDANCE WITH DEQ HAZARDOUS WASTE SECTION RULES AND
REGULATIONS.
c) Does the soil contain a CHARACTERISTIC WASTE? .................................... ❑ Yes ® No
❑ If yes, mark reason(s) why below (and include pertinent analytical results).
❑ Ignitability Click or tap here to enter text.
❑ Corrosivity Click or tap here to enter text.
❑ Reactivity Click or tap here to enter text.
❑ Toxicity Click or tap here to enter text.
❑ TCLP results Click or tap here to enter text.
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❑ 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)
-lick tap here to enter t­
® If no, explain rationale:
Characteristic soils are not expected to be encountered.
d) NOTE: IF SOIL MEETS THE DEFINITION OF A CHARACTERISTIC HAZARDOUS WASTE, THE
SOIL MAYNOT BE RE -USED ON SITE AND MUST BE DISPOSED OF IN ACCORDANCE
WITH DEQ HAZARDOUS WASTE SECTION RULES AND REGULATIONS.
2) 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
® Preliminary Health -Based Industrial/Commercial SRGs
❑ Division of Waste Management Risk Calculator (For Brownfields Properties Only)
❑ Site -specific risk -based cleanup level. Please provide details of methods used for
determination/explanation.
Click or tap here to enter text.
Additional comments:
Click or tap here to enter text.
3) If known impacted soil is proposed to be reused within the Brownfields Property Boundary,
please check the measures that will be utilized to ensure safe placement and documentation of
same. Please attach a proposed location diagram/site map.
❑ 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
❑ Geotextile to mark depth of fill material.
Provide description of material:
--­ -1----+oenter -
❑ Manage soil under impervious cap ❑ or clean fill ❑
❑ Describe cap or fill:
- - tap here to ent, -
❑ Confer with NC BF Project Manager if Brownfield Plat must be revised (or re -recorded if
actions are Post -Recordation).
❑ GPS the location and provide site map with final location.
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❑ Other. Please provide a description of the measure:
Click or tap here to enter te>
4) Please describe the following action(s) to be taken during and following excavation and
management of site soils:
Management of fugitive dust from site
® Yes, describe the method will include:
Soil will be dampened upon excavation in the vicinity of known contamination to avoid
fugitive dust.
❑ No, explain rationale:
-hA/ —+An here to enter+ext.
Field Screenine of site soil
® Yes, describe the field screening method, frequency of field screening, person conducting
field screening:
Soil excavated from areas of known contamination will be screened using a field
device as well as visual and olfactory perception to assess the potential existence
of contamination. Aside from known areas of contamination, excavated soils will be
screened for odor and discoloration possibly indicative of petroleum contamination
during redevelopment grading and excavation. If evidence of possible petroleum
contamination is discovered then the soil will be screened with an OVA and/or PID
and temporarily stockpiled. If necessary, grab samples will be collected and sent to
the laboratory for analyses using EPA Methods 8260 and 8270, and for the EPA
RCRA metals. In the area east of South Boylan Avenue, where PCE was detected
in soil vapor samples, environmental personnel will be present during excavation to
screen and segregate (if necessary) excavated soils.
❑ No, explain rationale:
Clirl� nr ter) here — enter text.
Soil Sample Collection
® Yes, describe the sampling method (e.g., in -situ grab, composite, stockpile, etc.):
Based on soil quantity the necessary number of composite soil samples will be collected
to meet the requirements of the facility which will be receiving the material.
❑ No, explain rationale:
Click or tap here to enter text.
If soil samples are collected for analysis, please check the applicable chemical analytes:
® Volatile organic compounds (VOCs) by EPA Method 8260
® Semi -volatile organic compounds (SVOCs) by EPA Method 8270
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® Metals RCRA List (8) (arsenic, barium, cadmium, chromium, mercury, lead, selenium
and silver): Specify Analytical Method Number(s):
USEPA Method 6020. If elevated total chromium is detected that sample(s) will be
speciated.
❑ Pesticides: Specify Analytical Method Number(s):
Click or tap here to enter tc
® PCBs: Specify Analytical Method Number(s):
USEPA Method 8082
❑ Other Constituents & Respective Analytical Method(s) (i.e. Hexavalent Chromium,
Herbicides, etc.): Specify Analytical Method Number(s):
Click or tap here to enter text.
® Check to confirm that stockpiling of known or suspected impacted soils will be conducted
in accordance with Figure 1 of this EMP. Stockpile methodology should provide erosion
control, prohibiting contact between surface water/precipitation and contaminated soil,
and preventing contaminated runoff. Explain any variances or provide additional details as
needed:
Excavated soils will be directly loaded when possible to avoid the requirement of stockpiling
® Final grade sampling of exposed native soil (i.e., soil that will not be under buildings or
permanent hardscape). Select chemical analyses for final grade samples with check boxes
below (Check all thatapply):
® 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, mercury, lead,
selenium and silver): Specify Analytical Method Number(s):
EPA Method 6020; if elevated total chromium is detected, that sample(s) will be
speciated,
❑ Pesticides: Specify Analytical Method Number(s):
Click or tap here to enter text.
❑ PCBs: Specify Analytical Method Number(s):
❑ Other Constituents & Respective Analytical Method(s) (i.e. Hexavalent
Chromium, Herbicides, etc.):
Click or tap here to enter text.
Please provide a scope of work for final grade sampling, including a diagram of soil
sampling locations, number of samples to be collected, and brief sampling methodology.
Samples should be collected from 0-2 ft below ground surface, with the exception of VOCs
which should be taken from 1-2 ft below ground surface. Alternatively, a work plan for
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final grade sampling may be submitted under separate cover.
To be submitted when grading plan has been finalized.
❑ If final grade sampling was NOT selected please explain rationale:
Click or tap here to enter t(,---
Part 1.13. IMPORTED FILL SOIL
NO SOIL MAY BE BROUGHT ONTO THE BROWNFIELDS PROPERTY WITHOUT PRIOR APPROVAL
FROM THE BROWNFIELDS PROGRAM. According to the Brownfields IR 15, "Documenting
imported soil (by sampling, analysis, and reporting in accordance with review and written
approval in advance by the Brownfields Program), will safeguard the liability protections provided
by the brownfields agreement and is in the best interest of the prospective developer/property
owner."
Requirements for importing fill:
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?
5,700
3) If yes, what is the anticipated depth that fill soil will be placed at the property? (If a range
of depths, please list the range.)
0-9 ft
4) Provide the source of fill, including: location, site history, nearby environmental concerns,
etc. Attach aerial photos, maps, historic Sanborn maps and a borrow source site history:
Source is to be determined; however, previous work utilized Wake Stone Quarry in Knightvale,
NC, and that is the likely source for this project.
5) PRIOR TO ITS PLACEMENT AT THE BROWNFIELDS PROPERTY, provide a plan to analyze fill
soil to demonstrate that it meets acceptable standards applicable to the site and can be
approved for use atthe Brownfields property.
Fill material will be obtained from an NCDEQ-approved quarry, as noted in #4 above.
6) Please check the applicable chemical analytes for fill soil samples. (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, mercury, lead,
selenium and silver): Specify Analytical Method Number(s):
EPA Method 6020; if elevated total chromium is detected, that sample(s) will
be speciated for hexavalent chromium.
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❑ Pesticides: Specify Analytical Method Number(s):
❑ PCBs: Specify Analytical Method Number(s):
I, LICK or iap nere io enter iea.
❑ Other Constituents & Respective Analytical Method(s) (i.e. Hexavalent
Chromium, Herbicides, etc.):
Click or tap here to enter text.
7) The scope of work for import fill sampling may be provided below or in a Work Plan
submitted separately for DEQ review and approval. Attach specific location maps for in -situ
borrow sites. If using a quarry, provide information on the type of material to be brought
onto the Brownfields Property.
A fill characterization plan will be submitted for DEQ review and approval.
Part 1.C. EXPORTED SOIL
NO SOIL MAY LEAVE THE BROWNFIELDS PROPERTY WITHOUT APPROVAL FROM THE
BROWNFIELDS PROGRAM. FAILURE TO OBTAIN APPROVAL MAY VIOLATE A BROWNFIELDS
AGREEMENT CAUSING A REOPENER OR JEOPARDIZING ELIGIBILITY IN THE PROGRAM,
ENDANGERING LIABILITY PROTECTIONS AND MAKING SAID ACTION POSSIBLY SUBJECT TO
ENFORCEMENT. JUSTIFICATIONS PROVIDED BELOW MUST BE APPROVED BY THE PROGRAM IN
WRITING PRIOR TO COMPLETING TRANSPORT ACTIVITIES. Please refer to Brownfields IR 15 for
additional details.
1) If export from a Brownfields Property is anticipated, please provide details regarding the
proposed export actions. Volume of exported soil, depths, location from which soil will
be excavated on site, related sampling results, etc. Provide a site map with locations of
export and sampling results included.
Soil to be disposed off -site (if any) will be characterized in accordance with the requirements of
the disposal facility.
2) To what type of facility will the export Brownfields soil be sent?
❑ Subtitle D/Municipal Solid Waste Landfill (analytical program to be determined by
landfill)
❑ Permitted but Unlined Landfill (i.e. LCID, C&D, etc.) Analytical program to be
determined by the accepting Landfill;
® Landfarm or other treatment facility
❑ Use as fill at another suitable Brownfields Property — determination that a
site is suitable will require, at a minimum, that similar concentrations of the same or
similar contaminants already exist at both sites, use of impacted soil will not increase
the potential for risk to human health and the environment at the receiving Brownfields
property, and thata record of the acceptance of such soil from the property owner of
the receiving site is provided to Brownfields. Please provide additional details below.
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❑ Use as Beneficial Fill off -site at a non-Brownfields Property - Please provide
documentation of approval from the property owner for receipt of fill material. This will
also require approval by the DEQ Solid Waste Section. Additional information is
provided in IR 15. Please provide additional details below.
3) Additional Details: (if transfer of soil to another property is requested above, please provide
details related to the proposed plans).
Soil disposal facility is to be determined; however, soil from the Glenwood One project was
disposed at Soilworks, Inc. in Selma, NC, and this facility will likely be used for this project.
Part I.D. 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
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?
❑ If yes, provide specifications on barrier materials:
Click or tap here to enter text
❑ If no, include rationale here:
Click or tap here to enter text.
Other comments regarding managing impacted soil in utility trenches:
Click or tap here to e­_. ___
PART 2. GROUNDWATER — Please fill out the information below.
1) What is the depth to groundwater at the Brownfields Property?
Approximately 24.23 to 29.64 feet below ground surface.
2) Is groundwater known to be contaminated by ❑onsite ❑offsite ®both or ❑unknown
sources? Describe source(s):
On -site: Former gasoline stations at 623 and 701 Hillsborough Street; off -site: former gasoline
station located at 630 Hillsborough Street, adjacently north of the site.
3) What is the direction of groundwater flow at the Brownfields Property?
Approximately east to southeast
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4) Will groundwater likely be encountered during planned redevelopment activities?
El Yes ®No
If yes, describe these activities:
Regardless of the answer; 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., dewateringof groundwater from excavations or
foundations, containerizing, offsite disposal, discharge to sanitary sewer, NPDES permit, or
sampling procedures).
Should groundwater be encountered during excavations or grading, depending on the
quantity, the water will be containerized and disposed off -site or treated and disposed on -site
or to storm sewer. If dewatering is required, such activities will be coordinated with the City
of Raleigh.
5) Are monitoring wells currently present on the Brownfields Property? ................. ❑X Yes ❑ No
If yes, are any monitoring wells routinely monitored through DEQ or other
agencies?.................................................................................................................. ❑Yes ®No
6) Please check methods to be utilized in the management of known and previously
unidentified wells.
® Abandonment of site monitoring wells in accordance with all applicable regulations. It
is the Brownfields Program's intent to allow proper abandonment of well(s) as
specified in the Brownfields Agreement, except if required for active monitoring
through another section of DEQ or the EPA.
❑ Location of existing monitoring wells marked
❑ Existing monitoring wells protected from disturbance
❑ Newly identified monitoring wells will be marked and protected from further
disturbance until notification to DEQ Brownfields can be made and approval for
abandonment is given.
7) Please provide additional details as needed:
Click or tap here to enter text.
Please note, disturbance of existing site monitoring wells without approval by DEQ is not
permissible. If monitoring wells are damaged and/or destroyed, DEQ may require that the PD
be resaonsible for replacement of the well.
PART 3. SURFACE WATER -Please fill out the information below.
1) Is surface water present at the property? ❑ Yes ® No
2) Attach a map showing the location of surface water at the Brownfields Property.
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3) Is surface water at the property known to be contaminated? ❑ Yes ® No
4) Will workers or the public be in contact with surface water during planned redevelopment
activities? ❑ Yes ® No
5) 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):
Click or tap here to enter tex
PART 4. SEDIMENT — Please fill out the information below.
1) Are sediment sources present on the property? ❑ Yes ® No
2) If yes, is sediment at the property known to be contaminated: ❑ Yes ® No
3) Will workers or the public be in contact with sediment during planned redevelopment
activities? ❑ Yes ® No
4) Attach a map showing location of known contaminated sediment at theproperty.
5) In the event that contaminated sediment is encountered during redevelopment activities, list
activities for management of such events (stream bed disturbance):
_.. _.. _. -IJ I ICI C - C. L-I -AL
PART 5. SOIL VAPOR — Please fill out the information below.
1) Do concentrations of volatile organic compounds at the Brownfields property exceed the
following vapor intrusion screening levels (current version) in the following media:
IHSB Residential Screening Levels:
Soil Vapor: ........... ❑ Yes ❑ No ❑ Unknown
Groundwater:..... El Yes ❑ No ❑ Unknown
IHSB Industrial/Commercial Screening Levels:
Soil Vapor: ........... ❑ Yes ® No ❑ Unknown
Groundwater: ..... ❑ Yes ® No ❑ Unknown
2) Attach a map showing the locations of soil vapor contaminants that exceed site
screening levels.
3) If applicable, at what depth(s) is soil vapor known to be contaminated?
PCE and TCE were detected in one soil vapor sample collected east of South Boylan Avenue, at
concentrations well below the soil vapor screening levels. Limited soil and groundwater sampling did
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not detect either compound.
4) Will workers encounter contaminated soil vapor during planned redevelopment activities?
❑ Yes ® No ❑ Unknown
5) 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:
Screening using field instruments, ventilation of affected area(s) using appropriate equipment
as determined by field screening results.
PART 6. SUB -SLAB SOIL VAPOR — Please fill out the information below if existing buildings or
foundations will be retained in the redevelopment.
1) Are sub -slab soil vapor data available for the Brownfields Property? ® Yes ❑ No ❑ Unknown
2) If data indicate that sub -slab soil vapor concentrations exceed screening levels, attach a map
showing the location of these exceedances.
3) At what depth(s) is sub -slab soil vapor known to be contaminated? ❑0-6 inches ❑Other, please
describe:
PCE and TCE were detected in two sub -slab soil vapor samples collected from Dram and Draught
and the stereo shop east of South Boylan Avenue, at concentrations well below the soil vapor
screening levels. Limited soil and groundwater sampling did not detect either compound.
4) Will workers encounter contaminated sub -slab soil vapor during planned redevelopment
activities? ❑ Yes ® No ❑ Unknown
5) In the event that contaminated soil vapor is encountered during redevelopment activities, list
activities for management of such contact
Screening using field instruments, ventilation of affected area(s) using appropriate equipment
as determined by field screening results.
PART 7. INDOOR AIR — Please fill out the information below.
1) Are indoor air data available for the Brownfields Property? ❑ Yes ® No ❑ Unknown
2) Attach a map showing the location(s) where indoor air contaminants exceed site screening levels.
3) 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
4) In the event that contaminated indoor air is encountered during redevelopment activities, list
16
EMP Version 2, June 2018

activities for management of such contact:
Screening using field instruments, ventilation of affected area(s) using appropriate equipment as
determined by field screening results.
VAPOR INTRUSION MITIGATION SYSTEM — Please fill out the information below.
Is a vapor intrusion mitigation system (VIMS) proposed for this Brownfields Property?
❑ Yes ® No ❑ Unknown
If yes, ❑ VIMS Plan Attached or ❑ VIMS Plan to be submitted separately
If submitted separately provide date:
Click or tap here to enter tex
VIMS Plan shall be signed and sealed by a NC Professional Engineer
If no, please provide a brief rationale as to why no vapor mitigation plan is warranted:
Indoor air is not considered to be a risk at this site.
CONTINGENCY PLAN — encountering unknown tanks, drums, or other waste materials
In this section please provide actions that will be taken to identify or manage unknown
potential new sources of contamination. During redevelopment activities, it is not uncommon
that unknown tanks, drums, fuel lines, landfills, orother waste materials are encountered.
Notification to DEQ 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. These Notification Requirements were outlined on Page 1 of this
EMP.
Should potentially impacted materials be identified that are inconsistent with known site
impacts, the DEQ Brownfields Project Manager will be notified and a sampling plan will be
prepared based on the EMP requirements and site -specific factors. Samples will generally be
collected to document the location of the potential impacts.
Check the following chemical analysis that are to be conducted on newly identified releases:
® 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, mercury, lead, selenium and
silver)
USEPA Method 6020; if elevated concentrations of chromium are detected, that
sample(s) will be speciated for hexavalent chromium.
17
EMP Version 2, June 2018

❑ Pesticides: Specify Analytical Method Number(s):
Click or tap here to enter text.
❑ PCBs: Specify Analytical Method Number(s):
Click or tap here to enter text.
❑ Other Constituents & Analytical Method(s) (i.e. Hexavalent Chromium, Herbicides, etc.)
Please note, if field observations indicate the need for additional analyses, they should
be conducted, even if not listed here.
-I I% -I\ VI LCIP IICIC LV MILM ICA.
Please provide details on the proposed methods of managing the following commonly
encountered issues during redevelopment of Brownfields Properties.
Click or tap here to enter text.
Underground Storage Tanks:
Notify NCDEQ Brownfields Program. Evaluate UST condition and remove in coordination with DEQ.
Sub -Grade Feature/Pit:
Notify NCDEQ Brownfields Program. Evaluate feature or pit to determine prior use and potential
for contamination. If the potential for contamination is present, assess and remediate as
appropriate for the contamination identified.
Buried Waste Material:
Notify NCDEQ Brownfields Program. Evaluate the waste material for potential for contamination. If
the potential for contamination is present, assess and remediate as appropriate for the
contamination identified.
Re -Use of Impacted Soils On -Site:
Excavated soils planned for re -use on site will be field -screened prior to re -use. Soils exhibiting field
indicators of potential impact will be utilized beneath landscaped areas, parking areas, or the open
parking deck, and not beneath enclosed spaces such as elevator shafts, stairwells, and retail spaces.
If unknown, impacted soil is identified on -site, management on -site can be considered after the
project team provides the necessary information, outlined in Part 1.A. Item 11, for Brownfields
Project Manager approval prior to final placement on -site.
If other potential contingency plans are pertinent, please provide other details or scenarios as
needed below:
Click or tap here to enter text.
18
EMP Version 2, June 2018

POST -REDEVELOPMENT REPORTING
® Check this box to acknowledge that a Redevelopment Summary Report will be required for the
project. If the project duration is longer than one year, an annual update is required and will be
due by January 31 of each year, or 30 days after each one-year anniversary of the effective date of
this EMP (as agreed upon with the Project Manager). These reports will be required for as long as
physical redevelopment of the Brownfields Property continues, except that the final
Redevelopment Summary Report will be submitted within 90 days after completion of
redevelopment. Based on the estimated construction schedule, the first Redevelopment Summary
Report is anticipated to be submitted on 3/15/2020
The Redevelopment Summary Report shall include environment -related activities since the last
report, with a summary and drawings, that describes:
1. actions taken on the Brownfields Property;
2. soil grading and cut and fill actions;
3. methodology(ies) employed for field screening, sampling and laboratory analysis of
environmental media;
4. stockpiling, containerizing, decontaminating, treating, handling, laboratory analysis and
ultimate disposition of any soil, groundwater or other materials suspected or confirmed
to be contaminated with regulated substances; and
5. removal of any contaminated soil, water or other contaminated materials (for example,
concrete, demolition debris) from the Brownfields Property (copies of all legally required
manifests shall be included).
❑X Check box to acknowledge consent to provide a NC licensed P.G. or P.E. sealed, Redevelopment
Summary Report in compliance with the site's Brownfields Agreement.
19
EMP Version 2, June 2018

APPROVAL SIGNATURES
Brownfields Project Number: 22010-18-092
Brownfields Project Name:
Prospective velop
Printed Na /Title/1
Two LLC
Glenwood Square
.Gleoid Two LLC
mpany: Ryan Blair/Officer/Glenwood
Cdfifultant: GTA Associates Inc.
Printed Name/Title/Company: Jeffrey W. Mutter/Project
Manager/GTA Associates Inc.
Brownfields Project Manager:Kelly Johnson
20
EMP Version 2, June 2018
oat
I Date Click orI tap to enter a date.
May 9, 2019
Date
Date Click or tap to enter a date.

Figure 1
NCBP Diagram for Temporary-
Containment of Impacted or Potentially
Impacted Soil
Cross -Section View
Top Plastic C:ov(.x Shutting: lindorliner: 1 layer, minimum of iQ
(1 I,syer, minim urn: 10 mil thick) mil thick plastic
Berm
(Straw hales, R%ciglit
composted earth, etc.) (If plastic
` Wver used)
Land Contaminated Soils
Surface/
Straw Bale Berm
Map View
ght
k7
.......... ......... . ..... ---_
F L Contanrinated Soils
■
..._.... _.... ....... ....... ....... ....... ._......
...» - V
DO■ ❑
Plastic
_ Sheeting
Note Adapted from NC DEQ UST Section 'Guidelines for Ex Situ Petroleum Contaminated Soil Remediation" dated December, 1, 2013
21
EMP Version 2, June 2018

ATTACHMENT A
REDEVELOPMENT PLANS

BLOCK
623 HILLSBOROUGH STREET
RALEIGH, NORTH CAROLINA, 27603
CONSTRUCTION DRAWINGS -PRICING SET
PROJECT NUMBER: HTG-17000
CASE NUMBER: SR-59-18
TRANSACTION NUMBER: 559068
DATE: DECEMBER 151 2018
PRICING SET NOTE:
1. THIS SET IS TO BE USED FOR PRELIMINARY PRICING ONLY.
2. THE JOHN R. MCADAMS COMPANY SHALL NOT BE RESPONSIBLE FOR ANY ADDITIONAL COSTS INCURRED DUE
TO CHANGES TO THIS PRELIMINARY PLAN DURING THE CONSTRUCTION DRAWING PERMIT PROCESS.
1. THE DEVELOPER ACKNOWLEDGES THAT THEY HAVE REVIEWED AND ARE IN COMPLIANCE WITH THE
REQUIREMENTS SET FORTH IN THE SOLID WASTE DESIGN MANUAL.
2. THE SOLID WASTE REMOVAL FOR THIS PROJECT WILL BE HANDLED BY A PRIVATE SERVICE (SEE SITE PLAN
SHEET C-6).
3. REFUSE WILL BE COLLECTED IN CENTRAL COMPACTOR AND/OR DUMPSTERS AND RECYCLING AREAS WITHIN
THE SITE.
1. WITHIN THE AREA OF A DEFINED SIGHT TRIANGLE, THERE SHALL BE NO SIGHT OBSTRUCTING OR PARTLY
OBSTRUCTING WALL, FENCE, SIGN, FOLIAGE, BERMING OR PARKED VEHICLES BETWEEN THE HEIGHTS OF
TWENTY-FOUR (24) INCHES AND EIGHT (8) FEET ABOVE THE CURB ELEVATION OR THE NEAREST TRAVELED
WAY, IF NO CURBING EXISTS.
2. DRIVEWAYS MAY INTERSECT A STREET NO CLOSER THAN 50' FROM THE INTERSECTION OF 2
STREET RIGHTS -OF -WAYS, NOT INCLUDING AN ALLEY.
VICINITY MAP
Know what's below.
Call before you dig.
SHEET INDEX
C-1 EXISTING CONDITIONS
C-2 PROJECT NOTES
C-3 DEMOLITION PLAN
C-4 SITE PLAN
C-5 GRADING PLAN
C-6 UTILITY PLAN
EC-1 EROSION CONTROL PLAN - STAGE 1
EC-2 EROSION CONTROL PLAN - STAGE 2
EC-3 EROSION CONTROL PLAN - STAGE 3
EC-4 NPDES EROSION CONTROL PLAN
EC-5 EROSION CONTROL DETAILS
EC-6 EROSION CONTROL DETAILS
LS-1 LANDSCAPE PLAN (BY SURFACE)
LS-2 LANDSCAPE DETAILS (BY SURFACE)
D-1 SITE DETAILS
D-2 SITE DETAILS
D-3 WATER DETAILS
D-4 SANITARY SEWER DETAILS
D-5 STORM DRAINAGE DETAILS
D-6 STORM DRAINAGE DETAILS
SW-1 STORMWATER CONTROL MEASURE DETAILS
BUILDING ELEVATIONS (BYGENSLER)
A0.01 ACCESSORY STRUCTURE SOUTH BLDG - ZONING ELEVATIONS
A0.02 ACCESSORY STRUCTURE NORTH BLDG - ZONING ELEVATIONS
A0.11 MIXED USE BUILDING ELEVATION - NORTH (HILLSBOROUGH STREET)
A0.12 MIXED USE BUILDING ELEVATION - WEST (BOYLAN AVENUE)
A0.13 MIXED USE BUILDING ELEVATION - SOUTH (MORGAN STREET)
A0.14 MIXED USE BUILDING ELEVATION - EAST (COURTYARD)
A0.15 MIXED USE BUILDING ROOF PLAN
NOTE: NO TREE CONSERVATION PLAN REQUIRED
DUE TO PROPOSED SITE AREA BEING LESS THAN
2.00 ACRES. UDO 4.7.4.11
ALL CONSTRUCTION SHALL CONFORM WITH THE
LATEST VERSION OF THE CITY OF RALEIGH AND
NCDOT STANDARDS, SPECIFICATIONS AND DETAILS.
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
'J
McADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, INC 27713
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CONTACT
RICK SLATER
[e-mail]
PHONE: [phone]
CLIENT
HERITAGE PROPERTIES
501 FAIRMONT AVENUE, SUITE 101
TOWNSON, MARYLAND 21286
PHONE: [phone]
a
r: HERITAGE
PROPERTIES, INC
PROJECT DIRECTORY
DEVELOPER
HERITAGE PROPERTIES
501 FAIRMONT AVENUE, SUITE 101
TOWNSON, MARYLAND 21286
PHONE: [phone]
STRUCTURAL ENGINEER
LYNCH MYKINS STRUCTURAL ENGINEERS, P.C.
415 HILLSBOROUGH STREET, SUITE 101
RALEIGH, NORTH CAROLINA, 27603
PHONE: [phone]
GEOTECHNICAL ENGINEER
GTA ASSOCIATES, INC.
5605 CHAPEL HILL ROAD, SUITE 112
RALEIGH, NORTH CAROLINA, 27607
PHONE: [phone]
ARCHITECT
GENSLER
530 HILLSBOROUGH STREET
RALEIGH, NORTH CAROLINA, 27603
PHONE: [phone]
LANDSCAPE ARCHITECT
SURFACE 678
215 MORRIS STREET, SUITE 150
DURHAM, NORTH CAROLINA, 27701
PHONE: [phone]
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REVISIONS
NO. DATE
1 XX. XX. XXXX REVISION DESCRIPTION
CONSTRUCTION DRAWINGS -
PRICING SET FOR:
N.T.S.
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
BLOCK 83
RALEIGH, NORTH CAROLINA, 27603
PROJECT NUMBER: HTG-17000

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610 HILLSBOROUGH ST
600 HILLSBOROUGH ST
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603 W MORGAN ST
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GRAPHIC SCALE
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1 inch = 20 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
HERITAGE PROPERTIES
501 FAIRMONT AVENUE, SUITE 101
TOWNSON, MARYLAND 21286
PHONE:[phone]
HERITAGE
PROPERTIES, INC
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REVISIONS
NO. DATE
1 XX. XX. XXXX REVISION DESCRIPTION
PLAN INFORMATION
PROJECT NO. HTG-17000
FILENAME
HTG17000-XC1
CHECKED BY
CHT
DRAWN BY
CHT
SCALE
1"=20'
DATE
12. 15. 2018
SHEET
EXISTING
CONDITIONS
C-1
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

EROSION CONTROL NOTES
1. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN 7 DAYS (SEE TABLE
BELOW) AFTER FINAL GRADE IS REACHED ON ANY PORTION OF SITE. TEMPORARY SOIL STABILIZATION
SHALL BE APPLIED WITHIN 7 DAYS (SEE TABLE BELOW) OF DISTURBANCE TO DENUDED AREAS THAT MAY
NOT BE AT FINAL GRADE, BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS.
PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE
THAN ONE YEAR.
2. ALL CUT AND FILL SLOPES AND CHANNEL SIDE SLOPES WHICH ARE NOT TO BE PAVED, SHALL BE SEEDED
UNTIL A GOOD STAND OF GRASS IS OBTAINED IN ACCORDANCE WITH:
A. 100 LBS. PER 1,000 SQUARE FOOT GROUND LIMESTONE OR EQUIVALENT. NO SOIL TEST REQUIRED
FOR INITIAL ESTABLISHMENT.
B. 20 LBS. OF 10-10-10 FERTILIZER OR EQUIVALENT PER 1,000 SQUARE FOOT.
C. VARIETIES TO BE SEEDED:
C.1. SPRING SEEDING - MARCH 1 - APRIL 30; SPRING OATS 2.5 LBS. PER 1,000 SQUARE FOOT.
C.2. SUMMER SEEDING - MAY 1 - AUGUST 1; WEEPING LOVE GRASS AT 2 OZ. PER SQUARE FOOT
MIXED WITH 1 BUSHEL OF SAWDUST FOR UNIFORM SEEDING.
C.3. ASPHALT TACK AND STRAW MULCH 6 GALLONS PER 1,000 SQUARE FOOT. ALL SEEDING SHALL
BE MULCHED.
3. CITY ENGINEER AND OTHER APPLICABLE AGENCIES SHALL MAKE A CONTINUING REVIEW AND EVALUATION OF
THE METHOD USED FOR THE OVERALL EFFECTIVENESS OF THE EROSION CONTROL PROGRAM. AN
APPROVED EROSION AND SEDIMENT CONTROL PLAN MAY BE AMENDED BY THE APPROVING AUTHORITY IF
ON -SITE INSPECTION INDICATES THAT THE APPROVED CONTROL MEASURES ARE NOT EFFECTIVE IN
CONTROLLING EROSION AND SEDIMENTATION OR IF BECAUSE OF CHANGED CIRCUMSTANCES, THE APPROVED
PLAN CANNOT BE CARRIED OUT.
4. CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO BEGINNING
CONSTRUCTION.
5. CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT LEAST 3 FULL BUSINESS DAYS
PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR
SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF
"NC811". REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
6. EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED, SO THAT SEDIMENT LADEN RUNOFF
FROM THE SITE WILL NOT ENTER STORM DRAINAGE FACILITIES.
7. PROPERTIES AND RIGHT-OF-WAY ADJOINING THE SITE SHALL BE KEPT CLEAN OF MUD OR SILT CARRIED
FROM THE SITE BY VEHICULAR TRAFFIC OR RUNOFF. ANY MUD OR SILT THAT INADVERTENTLY GETS INTO
ADJOINING PROPERTIES OR RIGHT-OF-WAY SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR.
8. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE CONSTRUCTION ENTRANCES.
9. EXCAVATED MATERIAL FROM TRENCHES SHALL BE PLACED ON THE UPGRADE SIDE OF THE TRENCH TO
ALLOW MATERIAL TO ERODE INTO THE TRENCH.
10. CONSTRUCTION MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE RESPONSIBILITY
OF GRADING CONTRACTOR UNLESS OTHERWISE NOTED, AND ONLY AFTER PERMISSION BY THE GOVERNING
AUTHORITY.
11. SILT FENCE OUTLETS SHOWN ON THESE PLANS ARE BASED ON THE BEST TOPOGRAPHIC INFORMATION
AVAILABLE AT THE TIME OF DESIGN. CONTRACTOR TO FIELD VERIFY AND ADJUST LOCATIONS OF SILT FENCE
OUTLETS AND/OR PLACE ADDITIONAL OUTLETS TO INSURE THAT ALL LOW SPOTS ALONG THE SILT FENCE
HAVE AN OUTLET.
GENERAL DRIVEWAY NOTE
1. DRIVEWAYS MAY INTERSECT A STREET NO CLOSER THAN 50' FROM THE INTERSECTION OF 2 STREET
RIGHTS -OF -WAYS, NOT INCLUDING AN ALLEY.
TRAFFIC CONTROL NOTES
1. THE CONTRACTOR SHALL CONDUCT ALL WORK IN A SAFE MANNER AND WITH A MINIMUM AMOUNT OF
INCONVENIENCE TO TRAFFIC.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AND SHALL ADHERE TO THE
PROVISIONS OF THE MUTCD (MOST CURRENT EDITION).
3. PRIOR TO START OF WORK, A PRE CONSTRUCTION MEETING MUST BE SETUP WITH THE CONTRACTOR AND
THE CITY OF RALEIGH TRANSPORTATION FIELD SERVICES STAFF. CONTACT ENGINEERING INSPECTIONS AT
919-996-2409 TO SET UP THE MEETING.
4. THE CONTRACTOR SHALL OBTAIN A RIGHT-OF-WAY OBSTRUCTION PERMIT FOR ANY WORK WHICH REQUIRES
THE TEMPORARY CLOSURE OF A STREET, TRAVEL LANE, PARKING SPACE OR SIDEWALK FROM
RIGHT-OF-WAY SERVICES AT LEAST 48 HOURS IN ADVANCE.
5. A TEMPORARY STREET CLOSURE REQUEST MUST BE SUBMITTED AT LEAST A MINIMUM OF TWO WEEKS PRIOR
TO THE START OF WORK. SEE "RIGHT-OF-WAY CLOSURES" ON WWW.RALEIGHNC.GOV. SEND THE
RIGHT-OF-WAY OBSTRUCTION PERMIT REQUEST TO RIGHTOFWAYSERVICESORALEIGHNC.GOV.
6. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF CONTRACT DOCUMENTS AS WELL AS ALL PERMITS,
APPROVALS AND EASEMENTS ON THE JOB SITE AT ALL TIMES.
7. THE CONTRACTOR SHALL REPAIR ALL DAMAGED DRIVEWAYS, DRIVEWAY PIPES, CURB AND GUTTER,
SIDEWALKS AND STREETS TO EXISTING CONDITION OR BETTER.
8. SIDEWALKS MUST BE ACCESSIBLE TO PERSONS WHO ARE VISUALLY IMPAIRED AND PEOPLE WITH MOBILITY
DISABILITIES. EXISTING PEDESTRIAN ROUTES AND ALTERNATE PEDESTRIAN ROUTES, DURING CONSTRUCTION,
WILL BE REQUIRED TO BE COMPLIANT WITH THE PUBLIC RIGHTS OF WAY ACCESSIBILITY GUIDELINES
(PROWAG), 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD).
PAVEMENT MARKING NOTES
1. ALL PAVEMENT MARKINGS SHOWN IN THESE PLANS FOR CITY OF RALEIGH MAINTAINED STREETS ARE
SUBJECT TO FINAL APPROVAL FROM PUBLIC WORKS TRANSPORTATION OPERATIONS DIVISION. CONTRACTOR
SHALL CONTACT TRANSPORTATION OPERATIONS AT 919-996-3030 FOR COORDINATION AND FINAL
APPROVAL PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS. MARKINGS WITHIN NCDOT RIGHT-OF-WAYS
SHALL BE IN COMPLIANCE WITH NCDOT STANDARDS AND SPECIFICATIONS.
2. ALL SIGNS & PAVEMENT MARKINGS ASSOCIATED WITH THE PUBLIC STREET SYSTEM WILL REQUIRE APPROVAL
BY CITY COUNCIL TO BE ORDINANCED FOR ENFORCEMENT.
3. ALL PAVEMENT MARKINGS SHALL BE PLACED PER THE NCDOT DIVISION 12 STANDARD DETAILS. BICYCLE
LANE MARKINGS SHALL BE PLACED PER CITY OF RALEIGH STANDARD BICYCLE FACILITIES DETAILS.
GENERAL RAILROAD NOTES
1. CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS OF THE NORFOLK SOUTHERN'S NSCE-8 SPECIFICATIONS.
2. PIPELINE AND CROSSINGS TO BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH LAST APPROVED
AMERICAN RAILWAY ENGINEERING AND MAINTENANCE OF WAY ASSOCIATION SPECIFICATIONS FOR PIPELINES
CONVEYING FLAMMABLE AND NON-FLAMMABLE SUBSTANCES.
3. BLASTING NOT PERMITTED.
SITE PLAN NOTES
1. NON -ALLEY LOADED DRIVEWAYS MAY INTERSECT A STREET NO CLOSER THAN 20 FEET FROM THE
INTERSECTION OF TWO STREET RIGHT-OF-WAYS. THE MINIMUM CORNER CLEARANCE FROM CURB LINE OR
EDGE OF PAVEMENT OF INTERSECTING STREETS SHALL BE AT LEAST 20 FEET FROM THE POINT OF
TANGENCY OF THE RADIUS OF CURVATURE, OR 20 FEET FROM THE INTERSECTION OF RIGHT-OF-WAY LINES,
WHICH EVER IS GREATER. THE RADIUS OF THE DRIVEWAY SHALL NOT ENCROACH ON THE MINIMUM CORNER
CLEARANCE. REFER TO SECTION 6.5 OF THE LATEST VERSION OF THE RALEIGH STREET DESIGN MANUAL
FOR ADDITIONAL DETAILS.
2. WITHIN THE AREA DEFINED SIGHT TRIANGLES SHOWN ON THESE PLANS THERE SHALL BE NO SIGHT
OBSTRUCTING OR PARTLY OBSTRUCTING WALL, FENCE, SIGN, FOLIAGE BERMS, OR PARKED VEHICLES
BETWEEN THE HEIGHTS OF 24 INCHES AND 8 FEET ABOVE THE CURB LINE ELEVATION OR THE NEAREST
TRAVEL WAY IF NO CURB LINE EXISTS. REFER TO SECTION 6.12 OF THE LATEST VERSION OF THE RALEIGH
STREET DESIGN MANUAL FOR ADDITIONAL DETAILS.
3. MULTIWAY STOP CONTROL WILL NOT BE USED AT ANY PUBLIC STREET INTERSECTION WITHOUT AN
ENGINEERING STUDY TO PROVIDE DATA TO CITY OF RALEIGH TRANSPORTATION DIVISION THAT THE
MULTIWAY STOP INSTALLATION WARRANTS CAN BE MET AND ORDINANCED BY CITY COUNCIL APPROVAL.
4. ALL CONSTRUCTION SHALL CONFORM TO THE LATEST CITY OF RALEIGH AND/OR NCDOT STANDARDS AND
SPECIFICATIONS AS APPLICABLE.
5. ALL DIMENSIONS SHOWN ON SITE PLAN ARE MEASURED TO FACE OF CURB UNLESS OTHERWISE NOTED.
6. CONTRACTOR SHALL MAINTAIN AN "AS -BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL
PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE ENGINEER UPON COMPLETION OF THE
PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE OWNER.
7. EXISTING IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED/RESTORED TO THEIR
ORIGINAL CONDITION AND TO THE SATISFACTION OF THE OWNER, BY THE CONTRACTOR RESPONSIBLE FOR
THE DAMAGE.
8. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS MAY NOT SHOW EVERY OFFSET, TRANSITION, FITTING,
ETC. THAT MAY BE REQUIRED. THE CONTRACTOR SHALL INSTALL SUCH STANDARD APPURTENANCES AS
REQUIRED TO CLOSELY FOLLOW THE GRADES AND ALIGNMENTS DEPICTED ON THE PLANS.
9. CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT LEAST 3 FULL BUSINESS DAYS
PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR
SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF
"NC811". REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
10. CONTRACTOR IS RESPONSIBLE FOR COORDINATING CONSTRUCTION ACTIVITIES WITH THE APPROPRIATE
UTILITY COMPANIES FOR ANY REQUIRED RELOCATIONS (I.E. POWER POLES, TELEPHONE PEDESTALS, WATER
METERS, ETC.).
11. PRIOR TO BEGINNING CONSTRUCTION BEYOND EROSION CONTROL MEASURES, THE GENERAL CONTRACTOR
SHALL SCHEDULE AND ATTEND A PRE -CONSTRUCTION CONFERENCE WITH THE CITY OF RALEIGH PUBLIC
WORKS DEPARTMENT [phone], AND A REPRESENTATIVE OF THE ENGINEER AND OWNER. THE
PURPOSE OF THIS MEETING IS TO REVIEW THE SPECIFIC COMPONENTS OF THE PLAN AND OPERATION OF
THE FACILITIES DURING CONSTRUCTION.
12. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR
PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES EXIST PRIOR
TO PROCEEDING WITH CONSTRUCTION, FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA
COMPENSATION SHALL BE PAID TO CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES
SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
13. ACCESSIBLE RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF RALEIGH UNIFIED
DEVELOPMENT ORDINANCE (UDO) DETAILS.
14. ALL SIDEWALKS THAT CONNECT TO THE PUBLIC RIGHT-OF-WAY MUST BE ACCESSIBLE TO PERSONS WHO
ARE BLIND, HAVE LOW VISION AND PEOPLE WITH MOBILITY DISABILITIES. PEDESTRIAN EXISTING ROUTES AND
ALTERNATE PEDESTRIAN ROUTES DURING CONSTRUCTION WILL BE REQUIRED TO BE COMPLIANT WITH THE
PUBLIC RIGHTS OF WAY ACCESSIBILITY GUIDELINES (PROWAG), 2010 ADA STANDARDS FOR ACCESSIBLE
DESIGN AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
15. TYPICAL PAVEMENT SECTION DETAILS ARE SHOWN WITHIN THIS SET AND INTENDED TO BE A MINIMUM
PAVEMENT SECTION REQUIREMENT. THE CURRENT GEOTECHNICAL REPORT SHALL OVER -RIDE ALL TYPICAL
PAVEMENT SECTIONS SHOWN, IF THE GEOTECHNICAL ENGINEER DEEMS A HEAVIER SECTION IS REQUIRED.
16. EQUIPMENT AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED PROVIDED APPROVAL HAS BEEN
OBTAINED FROM THE OWNER IN WRITING PRIOR TO ORDERING OR INSTALLATION. THE CONTRACTOR SHALL
WAIVE ANY CLAIM FOR ADDITIONAL COST RELATED TO SUBSTITUTION OF ALTERNATE EQUIPMENT.
17. IF UNFORESEEN CONDITIONS DEVELOP DURING CONSTRUCTION, REFER TO THE LATEST VERSION OF THE
RALEIGH STREET DESIGN MANUAL AND CONTACT PUBLIC WORKS STAFF FOR FURTHER GUIDANCE.
18. ALL SIGNAGE ASSOCIATED WITH THE PUBLIC STREET SYSTEM SHALL ADHERE TO MUTCD STANDARDS AND
SPECIFICATIONS.
widdt
A Right-af-way width
Wlth center turn lane
90'
With median
94'
B Back •of•curb to back•of•curb
With center turn lane
62'
Wrth median
Or
5treetscape
C Sidewalk (mint ......... ...... _...__..... _
S' ^
... _...... ........ ..... �...._...
D Planting area (min) ._...
1V
_, �. ...
Trivelway
E Parallel parking lane
$ 5' _
... ..... ......-----........ - ._ ...,.
F Bike lane _.-...-
_ ...-..._,.--------. . -
_6'
... .
...,.... _..... _
G Travel lane
... .... _...... .,.... ......
1!'
.. ...--....,_........._....�...._......._...._...
H Center lane
.....�..-
Striped turn lane
11'
Median
is'
Gem"
�
Walkway type
Sidewalk
Planting type
Tree grate / lawn
Tree spacing
40' o.c. avg
Parking type
Parallel
HILLSBOROUGH STREET
AVENUE 3-LANE PARALLEL PARKING
N.T.S.
CIDIEI F
GRADING NOTES
1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR
PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES EXIST PRIOR
TO PROCEEDING WITH CONSTRUCTION, FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA
COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR
GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
2. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE
29CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH.
EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRES THE DESIGN OF A TRENCH SAFETY SYSTEM
BY A REGISTERED PROFESSIONAL ENGINEER, PROVIDED BY CONTRACTOR RESPONSIBLE FOR EXCAVATION.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RALEIGH AND/OR NCDOT STANDARDS
AND SPECIFICATIONS AS APPLICABLE.
4. CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE RESPONSIBILITY
OF THE GENERAL CONTRACTOR. TIMING OF REMOVAL SHALL BE COORDINATED WITH THE EROSION CONTROL
INSPECTOR.
5. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE GROUND, ARE BASED ON A
FIELD SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY FIELD
CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO
THE ENGINEER IMMEDIATELY.
6. SOIL UNDER BUILDINGS, PAVED AREAS AND WITHIN SLOPES GREATER THAN 3:1 (H: V) SHALL BE APPROVED,
PLACED AND COMPACTED AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER.
7. CONTRACTOR SHALL DETERMINE LOCATIONS FOR SPILL CURB TO PROVIDE POSITIVE DRAINAGE TO STORM
STRUCTURES THROUGHOUT THE SITE. NO "BIRDBATHS" SHALL BE CREATED WITHIN THE CURB AND GUTTER
OR ASPHALT PAVED AREAS.
STORM DRAINAGE NOTES
1. ALL STORM DRAINAGE PIPES SHOWN SHALL BE CLASS III REINFORCED CONCRETE (RCP) UNLESS NOTED
OTHERWISE.
2. ALL STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RALEIGH STANDARDS.
3. ALL CONCRETE SHALL MEET A MINIMUM 3000 PSI COMPRESSIVE STRENGTH.
4 ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH INSIDE WALL.
5. ALL PIPE JOINTS SHALL BE MADE WITH PREFORMED JOINT SEALER, WHICH CONFORMS TO AASHTO
SPECIFICATION M-198 FOR TYPE B FLEXIBLE PLASTIC GASKETS UNLESS OTHERWISE NOTED.
6. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP AND SMOOTHED TO
AN ACCEPTABLE STANDARD, USING MORTAR MIXED TO MANUFACTURER'S SPECIFICATIONS.
7. ALL BACKFILL SHALL BE NON -PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATION MATTER, WASTE
CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE CAPABLE OF
BEING COMPACTED BY MECHANICAL MEANS AND SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A
PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING.
8. MATERIALS DEEMED BY THE OWNER'S REPRESENTATIVE OR GEOTECH AS UNSUITABLE FOR BACKFILL
PURPOSES SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL.
9. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PIPE IS LAID. THE FILL AROUND
THE PIPE SHALL BE THOROUGHLY COMPACTED TO 95 % OF THE MAXIMUM DRY DENSITY OBTAINABLE WITH
THE STANDARD PROCTOR TEST. THE TOP EIGHT (8) INCHES SHALL BE COMPACTED TO 100 PERCENT
STANDARD PROCTOR.
10. UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE IN UNBACKFILLED TRENCHES AFTER PIPE
HAS BEEN PLACED.
11. ALL CONCRETE PIPE AND PRECAST STORM STRUCTURES SHALL MEET NCDOT STANDARDS AND STAMPED
ACCORDINGLY BY MANUFACTURER.
12. CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING ALL PIPE AND STRUCTURES FOR CRACKS OR BREAKS,
PRIOR TO INSTALLATION. ANY DAMAGED ITEMS SHALL NOT BE INSTALLED.
13. "KNOCK -OUT" BOXES OR HDPE PIPE SHALL NOT BE ALLOWED WITHIN PUBLIC RIGHT-OF-WAYS UNLESS
APPROVED IN WRITING BY CITY OF RALEIGH STORMWATER DEPARTMENT.
RETAINING WALL NOTES
1. THE RETAINING WALL ALIGNMENT SHOWN ON THESE PLANS DEPICTS THE LOCATION OF THE FRONT FACE
OF THE RETAINING WALL AT THE TOP OF THE WALL. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING
RETAINING WALLS ARE NOT LOCATED IN ANY STREAM BUFFERS, AND THEIR CONSTRUCTION DOES NOT
ENCROACH INTO ANY ADJACENT PROPERTIES DUE TO ANY BATTER INCORPORATED IN THE DESIGN OF THE
WALLS.
2. RETAINING WALLS ARE TO BE DESIGN -BUILD PROJECTS BY THE CONTRACTOR. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO OBTAIN FINAL CONSTRUCTION DRAWINGS FROM A REGISTERED ENGINEER
AND GAIN ALL REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF THE RETAINING WALLS.
3. RETAINING WALLS SHALL BE ASSUMED TO BE BACKFILLED WITH OFF -SITE BORROW MATERIAL OR
PROCESSED FILL, UNLESS THE CONTRACTOR CAN PROVIDE TO THE OWNER WITH CONFIRMATION FROM THE
GEOTECHNICAL ENGINEER AND THE RETAINING WALL DESIGNER, THAT READILY AVAILABLE ON -SITE SOILS
CAN BE USED.
4. THE TOP AND BOTTOM OF WALL ELEVATIONS SHOWN ON THESE PLANS IDENTIFY FINISHED GRADE
ELEVATIONS ONLY. THE EXTENT THAT THE RETAINING WALL WILL BE EXTENDED BELOW GRADE TO THE
FOOTING OR ABOVE GRADE TO THE TOP OF THE CAP BLOCK COURSE SHALL BE IDENTIFIED ON THE
RETAINING WALL CONSTRUCTION DRAWINGS.
5. ALL RETAINING WALLS OVER 30" HIGH SHALL HAVE A SAFETY FENCE (DESIGN BY OTHERS).
6. ANY PART OF ANY RETAINING WALL THAT EXTENDS INTO THE RIGHT-OF-WAY WILL REQUIRE AN
ENCROACHMENT AGREEMENT. ENCROACHMENT AGREEMENTS FOR RETAINING WALLS SHALL BE APPROVED
PRIOR TO CONSTRUCTION DRAWING APPROVAL.
7. ANY TIEBACK SYSTEMS FOR THE RETAINING WALLS SHALL NOT BE ALLOWED WITHIN PUBLIC
RIGHT-OF-WAY.
8. STORMWATER RUN-OFF SHALL BE DIRECTED AWAY FROM RETAINING WALLS. ANY RUN-OFF FLOWING TO
AND OVER A RETAINING WALL SHALL BE KEPT TO AN ABSOLUTE MINIMUM AND BROUGHT TO THE
ATTENTION OF THE WALL DESIGNER PRIOR TO THEIR DESIGN.
i I H I Is F I E I C
A
liirdtll --
A Righuof-way width
With center turn lane
With median
B Back. of -curb to back -of -curb
With center turn lane
With median
5treetscape
_ G Utility placement, easement �minl
_D Maintenance strip (min)
E Sidewalk (min)
F Planting area (mtn)
Tra►re"
G Bike lane
H Travel lane
Centeriane
Striped turn lane
Median
General
Walkway type
Planting type
Tree spacing
7s'
79'
4 8'
52,
5'
z;
6'
7'
11'
Sidewalk
Tree lawn
40' o.c. avg
MORGAN STREET
AVENUE 2-LANE DIVIDED
N.T.S.
i Tl117iI9
CITY OF RALEIGH PUBLIC UTILITIES
STANDARD UTILITY NOTES (AS APPLICABLE
1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH DESIGN
STANDARDS, DETAILS & SPECIFICATIONS (REFERENCE: CORPUD HANDBOOK, CURRENT EDITION).
2. UTILITY SEPARATION REQUIREMENTS:
a) A DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER & ANY PRIVATE OR PUBLIC
WATER SUPPLY SOURCE SUCH AS AN IMPOUNDED RESERVOIR USED AS A SOURCE OF DRINKING WATER.
IF ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS SANITARY SEWER PIPE SHALL BE
SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUM SEPARATION SHALL NOT
BE LESS THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL.
b) WHEN INSTALLING WATER &/OR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN UTILITIES
SHALL BE 10'. IF THIS SEPARATION CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS, THE
VARIATION ALLOWED IS THE WATER MAIN IN A SEPARATE TRENCH WITH THE ELEVATION OF THE WATER
MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER & MUST BE APPROVED BY THE PUBLIC UTILITIES
DIRECTOR. ALL DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE DIAMETER.
c) WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER PASSES
OVER A WATERMAIN, DIP MATERIALS OR STEEL ENCASEMENT EXTENDED 10' ON EACH SIDE OF CROSSING
MUST BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS.
d) 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER & STORM
SEWER FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FOR SANITARY SEWER.
e) MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATERMAIN & RCP STORM DRAIN CROSSINGS;
MAINTAIN 24" MIN. VERTICAL SEPARATION AT ALL SANITARY SEWER & RCP STORM DRAIN CROSSINGS.
WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS & A CONCRETE CRADLE
HAVING 6" MIN. CLEARANCE (PER CORPUD DETAILS W-41 & S-49).
f) ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES WITH 18" MIN.
VERTICAL SEPARATION REQUIRED.
3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED PLAN &/OR
PROFILE BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING RESIDENCES &
BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS SHALL BE
PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT.
5. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCEMAINS. 4.0' MINIMUM COVER IS
REQUIRED ON ALL REUSE MAINS.
6. IT IS THE DEVELOPER'S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER & SEWER SERVICES NOT
BEING USED IN REDEVELOPMENT OF A SITE UNLESS OTHERWISE DIRECTED BY THE CITY OF RALEIGH PUBLIC
UTILITIES DEPARTMENT. THIS INCLUDES ABANDONING TAP AT MAIN & REMOVAL OF SERVICE FROM ROW OR
EASEMENT PER CORPUD HANDBOOK PROCEDURE.
7. INSTALL 3/4" COPPER* WATER SERVICES WITH METERS LOCATED AT ROW OR WITHIN A 2'X2' WATERLINE
EASEMENT IMMEDIATELY ADJACENT. NOTE: IT IS THE APPLICANT'S RESPONSIBILITY TO PROPERLY SIZE THE
WATER SERVICE FOR EACH CONNECTION TO PROVIDE ADEQUATE FLOW & PRESSURE.
8. INSTALL 4" PVC* SEWER SERVICES 0 1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT ROW OR
EASEMENT LINE & SPACED EVERY 75 LINEAR FEET MAXIMUM.
9. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI; BACKWATER
VALVES ARE REQUIRED ON ALL SANITARY SEWER SERVICES HAVING BUILDING DRAINS LOWER THAN 1.0'
ABOVE THE NEXT UPSTREAM MANHOLE.
10. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, USACE &/OR
FEMA FOR ANY RIPARIAN BUFFER, WETLAND &/OR FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR TO
CONSTRUCTION.
11. NCDOT / RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING MAIN
EXTENSIONS & SERVICE TAPS) WITHIN STATE OR RAILROAD ROW PRIOR TO CONSTRUCTION.
12. GREASE INTERCEPTOR / OIL WATER SEPARATOR SIZING CALCULATIONS & INSTALLATION SPECIFICATIONS
SHALL BE APPROVED BY THE CORPUD FOG PROGRAM COORDINATOR PRIOR TO ISSUANCE OF A BUILDING
PERMIT. CONTACT TIM BEASLEY AT [phone] OR [e-mail] FOR MORE
INFORMATION.
13. CROSS -CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF HEALTH HAZARD
INVOLVED AS LISTED IN APPENDIX-13 OF THE RULES GOVERNING PUBLIC WATER SYSTEMS IN NORTH
CAROLINA. THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS. THE DEVICES SHALL MEET AMERICAN
SOCIETY OF SANITARY ENGINEERING (ASSE) STANDARDS OR BE ON THE UNIVERSITY OF SOUTHERN
CALIFORNIA APPROVAL LIST. THE DEVICES SHALL BE INSTALLED AND TESTED BOTH INITIAL AND PERIODIC
TESTING THEREAFTER) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS OR THE LOCAL
CROSS -CONNECTION CONTROL PROGRAM, WHICHEVER IS MORE STRINGENT. CONTACT JOANIE HARTLEY AT
[phone] OR JOAN I E. HARTLEYORALEIGH NC. GOV FOR MORE INFORMATION.
ADDITIONAL UTILITY NOTES:
1. ALL WATER MAINS, SERVICES AND FIRE SERVICES GREATER THAN 2" DIAMETER ARE TO BE DUCTILE IRON
PIPE. 2" & SMALLER DOMESTIC SERVICES MUST BE TYPE K SOFT COPPER (WITHOUT FITTINGS) TO THE
WATER METER.
2. ALL SEWER MAINS SHALL BE EITHER PVC OR DUCTILE IRON PIPE AS SHOWN ON THE PLANS. ALL PIPE
MATERIAL SHALL MEET CITY OF RALEIGH STANDARDS AND SPECIFICATIONS AS DEFINED IN THE LATEST ISSUE
OF THE PUBLIC UTILITIES HANDBOOK AND/OR UNIFIED DEVELOPMENT ORDINANCE (UDO).
3. ALL FIRE HYDRANTS ALONG PUBLIC R/W LINES SHALL HAVE A 3'Wx3'L CITY OF RALEIGH WATERLINE
EASEMENT ONTO ADJACENT PROPERTY.
4. ALL SANITARY SEWER INTERCEPTOR LINES (12" AND LARGER), AS WELL AS MANHOLES AND FITTINGS
ASSOCIATED WITH THE INTERCEPTOR LINE, SHALL BE INTERNALLY LINED WITH PROTECTO 401 OR APPROVED
EQUAL TO PREVENT HYDROGEN SULFIDE CORROSION. SEE THE CURRENT CITY OF RALEIGH PUBLIC UTILITIES
DEPARTMENT HANDBOOK FOR APPROVED COATINGS AND APPLICATION METHODS.
5. IN ACCORDANCE WITH GENERAL STATUTE 87-121(G), ALL UNDERGROUND UTILITIES INSTALLED AFTER
OCTOBER 1, 2014 SHALL BE ELECTRONICALLY LOCATABLE. CONTRACTOR SHALL COORDINATE DIRECTLY WITH
THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT FOR DETAILS AND SPECIFICATIONS FOR MEETING THESE
REQUIREMENTS.
6. EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS AND THE BEST AVAILABLE RECORD DRAWINGS.
THE CONTRACTOR SHALL VERIFY CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. ANY DISCREPANCIES
BETWEEN ACTUAL FIELD CONDITIONS AND THE PLANS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
7. ALL WATER AND SEWER MAINS WITHIN PUBLIC EASEMENTS OR RIGHTS -OF -WAY TO BE OWNED, OPERATED,
AND MAINTAINED BY THE CITY OF RALEIGH.
8. ALL WATER AND SEWER MAINS NOT WITHIN PUBLIC EASEMENTS OR RIGHTS -OF -WAY TO BE PRIVATELY
OWNED, OPERATED, AND MAINTAINED BY THE PROPERTY OWNER.
9. ALL UTILITY SLEEVES SHALL BE SCHEDULE 40 PVC AND INSTALLED WITH 2' MINIMUM COVER. BOTH ENDS
SHALL BE CAPPED AND MARKED.
A Right of•waywidth 6-V
B Back-of•curb to back -of -curb 3u
5treetscape
C Utility placement, easement {min) 5'
D Maintenance strip Amin) 2'
L Sidewalk (min) _ 5
F Planting area I<minj 6'
Traivellway
G Bike lane 7'
_...... ...... ...... �....._......_ m... _ _ .. _ .»...� .f.. . .
H Travel Ian e 11 ALL TRAFFIC CONTROL/DETOUR PLANS AND
""""""""'-""""'� "'" PEDESTRIAN DETOUR PLANS TO BE PROVIDED BY
Germ CONTRACTOR AND COORDINATED WITH THE CITY
Walkway type � �W Sidewalk OF RALEIGH TRANSPORTATION STAFF
Planting type Tree lawn
Tree spacing .„ - .�..» .. 41T o_c. avg ALL CONSTRUCTION SHALL CONFORM WITH THE
LATEST VERSION OF THE CITY OF RALEIGH AND
NCDOT STANDARDS SPECIFICATIONS AND DETAILS.
BOYLAN AVE
AVENUE 2-LANE UNDIVIDED
N.T.S.
'J
McADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
HERITAGE PROPERTIES
501 FAIRMONT AVENUE, SUITE 101
TOWNSON, MARYLAND 21286
PHONE: [phone]
HERITAGE
a"
` PROPERTIES, INC
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REVISIONS
NO. DATE
1 XX. XX. XXXX REVISION DESCRIPTION
PLAN INFORMATION
PROJECT NO. HTG-17000
FILENAME
HTG17000-NI
CHECKED BY
CHT
DRAWN BY
CHT
SCALE
N.T.S.
DATE
12. 15. 2018
SHEET
PROJECT
NOTES
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION I

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HILLSBOROUGH 630 LLC AYCOCK, MAHLON L WILDER, RYON W N/F F
N
618 HILLSBOROUGH ST HSA LIMITED PARTNERSHIP /
630 HILLSBOROUGH STREET 610 HILLSBOROUGH ST THE BAR STOOL INC
PIN 1703-49-1348 I PIN 1703-49-2349 '600 HILLSBOROUGH ST DEMOLITION LEGEND � DB 16997, PG 1152 DB 2790, PG 13 PIN 1703-49-3325 PIN 1703-49-4345
/ DB 4908, PG 342
HYDRANT - ! ZONING: I EXISTING 0.38 AC. I DB 130 18 AC. 828, FIG 1200
ZONING: NX-7-UL 0.34 AC.
HILLSBOROUGH S' T � ZONING: NX-7-UL ZONING: DX-7-SH TREE TREE OR OTHER VEGETATION
I SAWCUT REMOVE AND TO BE REMOVED
- , - - I (VARIABLE WIDTH PUBLIC R/W) EX. VARIABLE WIDTH
� REPLACE AS REQUIRED
REMOVE AND _ _ _ g - - PUBLIC R/W FOR UTILITY TIE-IN PER ���T L��1%��� UTILITY
-� - - - E�i�RC�4fIRED - - - - - - _ - �-� - I EIGH TO BE REMOVED
G G- G
G - CITY OF RAL
STANDARDS
-
-w w w �w CI ` EX 7A LfRE- _ -� _ _ =1_ - - - - - - - -� [E}- Fo I - - - - - - AREA TO BE REMOVED
- - - - - - _ - _ (SIDEWALK, CURB AND GUTTER,
3 w- fi- FG - - -
w- G G G G <- = d`-- -- Fo
- SS SS - w� c G - - - - _ _ - - _ - - - _ _ _ASPHALT,CONCRETE
STRUCTURES,
SS \ EX. 8" CIP W/L (ASSUMED LOCATION) \ _ _ zr_ _ _ _ - - - PAVING, ETC.)
-
SS ss SS LIMITS OF -w
\ = - _
3 \ \ SS SS SS _ EX. 8" SS EX. 8" W/L wv \ _ �- so -
(TYp,) ; s SS S• _ w \ �, -NOTE: SEE PLAN FOR DETAILED DEMOLITION PROCEDURES,
IEX. SSMH � _� \ 9 CONTRACTOR TO FIELD ss SS ss ss SS -�- ^� � SEQUENCING AND SPECIFICATIONS.
SS
RIM=355.14 / -�-� SERVICE TO BE -
VERIFY LOCATION OF -DISCONNECTED AT THE MAIN PER CIiY \ 9
8"VCP(N) 348.98 ` EX. WATER SERVICE
8'VCP(E)=348.61 DEMO AND REMOVE - OF RALEIGH STANDARDS. IN LIEU OF
8'VCP(W)=348.73 / ` 0 SAWCUTTING ACROSS ROAD, POTHOLE-�
EXISTING-WRKING AREA 9 CONNECTION, DISCONNECT THE SERVICE
INCLUDING EXISTING ALIMITS OF
PAVEMENT, WALLS, BAND MAIN, AND FILL ENTIRE DISTURBAN 9 \
SIDEWALKS, CURB AND I 6 - -to ABANDONED SERVICE WITH FLOAWABLE (TYP-)
- -
GUTTER, PAINT STRIPING, UNDERGROUND 3 FILL PER RALEIGH STANDARDS.
LIGHT POLES, CLEANOUTS ELECTRICAL / EX. ELECTRICAL - 'SAWCUT ANB-RSP6ACE EXIST!
_
5 AND FENCES I CURB AND PAVEMENT. GRANITE
�VAULT AND LIGHT _
- �o -J POLE TO REMAI ---CURB TO BE SALVAGED AND TO
- - - / EhW N-
� ss �
IF ss�� ss
3s. � SS SS -
3
w EX. ELECTRICAL /
VAULT TO REMAIN /
W E EX.OVGREEA��NITE ALACED
CURB TO BE - F III 3 I -I - - �- - - - - - -� - - - - I ' MET RATER
ND
WITH LIKEMATERIA
DEMO AND REMOVE ;
I I / \ ® DEMO AND I J-
�o REMOVE EXISTING II EXISTING PAVEMENT,
STORY BUILDING I II I CONCRETE, SIDEWALKS, LIMITS
I I II I I ® II I I I CURB AND GUTTER 1 \,
D;PE - I`
(i) Ex. BOLLARDS, EX. 8"
�II I
DIP
PROPERTY LINE I ELECTRICAL AND WATER LINE
� TO BE ABANDONED II PROPERTY LINE TELEPHONE BOXES I I I N/F I�IO
zl� F II ■ I I I I I II TO BE ABANDONED TO BE REMOVED I II 3 1 I GLENWOOD ONE OFFICE, LLC I I
I I' 1 I I I I L L_ I II I ` II 1 GLENWOOD AVE I 1
FMW AT 70 I cn 1_4 Q I I I I I - -� I \ / I PIN 1703-49-4101 I I I
701 HI1, HILLSBOROUGH LLC I I I I I I /F I I N F II' I DB 16926, PG 570 I�
_ � ,� � I � I N
LSBO49-01 ST ( L I I ` GLENWOOD TWO LLC PARTNERSHIP NO 3 II I \ / /II 0.70 AC. I 1
PIN 'I� 3 49-0106 � R EX. WA M R 1 623 HILLSBOROUGH ST ( \ � j�
DB 1I 37, PG 2509 -I r ITO BE R MO III I c I PIN 1703-49-1158 I I VALLAS FAMILY LTD I I I� / I ZONING: DX-12-UG, DX-12-UL Ii1 I
BMI 87, PG 1251 I Iw I I / I I DB 17043,
FIG AC. 1871 1 621 HILLSBOROUGH ST II I I / II / I EX. 4" DIP I� I
F
3AC. ( o I PIN 1703-49-2128 DEMO AND_WATER LINE I � I o I DB 6218, PG 552 I \ - - - IINX-7-UL I a ■ I � � I ZONING: DX-12-UG I REMOVE EXISTING
1 A I 0.17 AC. I --2STORY BUILDING -- - _I / I�
\ ■ - - _ I ZONING: DX-12-UG II - - -- I , II
PROPOSED F U E PROJECT SITE I I / I ---- I II I I I I UL crllr = IilO
F -RE R N E ONLY
IIII oIIIw IW■II �VARIABLE WIDTH
IDTH III III NIIIIIIII
I 33 II I
--
MI II-
I
I
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7
(A ED 100 IMPERVIOUS EX. DRAINAGE
EASEMENT To BE
UATI .�73539 I AeaDONED I�0 I -�3
CASE S-%8 �N REMOVE DEMO AND REMOVE
IN, DEMO AND IPEREMOVE EXISTING EXISTING CONCRETE WALK
'EX. WATER SERVI E TO BE AREA INCLUDING EXISTING/ 1-STORY BRICK/DISCONNECTAT THE MAIN PER DUMPSTER PAD, WALLS,
OF
oel SIDEWALKS, CURB AND BUILDING PROPERTY LINE
I\ROAD POTHOLE \OTO BE ABANDONED
CONNECTION, DISCONN CT THE SERVICE CLEANOUTS, ANDFENCES
AT THE INIL�NTIRE
ABANDONED
I III
I
ITH 1 1
i
WABLE
7 -�- FILL PER RALEIGH STANDARDS. \
\ EX. POWER POLE AND
\ OVERHEAD POWER TO BE
\ REMOVED OR RELOCATED AV
NEEDED. CONTRACTOR TO
COORDINATE W/ APPROPRIATE \
\ UTILITY COMPANY
EX. SS
\ \ RIM=353.13 \ \8"VCP(S)=3A.01 I
�I
I? I �I
II I
II
EX. VARIABLE WIDTH
700 WESTNMORGAN LLC PUBLIC R/W I
PIN 1703-49-0004
DB 11755 PG 933
- - _ E
1 EX. PAINT TO BF�
i - REMOVED
Li
/ 1,IILL1111
EX. GAS LINE
I / / TO REM IN
I
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II 9 II I II = --- -----_ _ _ - -
3
EX. WATER METER I - ------------
r
` / - TO BE REMOVED � i----- 1
EX. AC UNITS TO N I M II I
BE REMOV D-� I I I M
PROPERTY LINE / II - _ - \ I I
TO BE ABANDONED
L J I/ LIMITS OF
% J I I DISTURBANCE /
EX. D % / SO TYP.) J I
/// ELECTRICARICAITO / / / I I 11-1 PREVIOUSLY APPROVE P
I I - - --- - - - -
BE REMOVED/ LIL
- -- / ���� \ /
- (TYP.) \ % N/F SEE CITY OF RALEIGH
-n / �',� COWELL PROPERTIES LLC \ Y� CASE #SR-45-16
J _ I " 615 HILLSBOROUGH ST.PIN
II I I I I EX. STAIRS TO BE I ® I `'®, �� DB 11575,49-2196 PG 8811 �401,
REMOVED - 0.49 AC.
- -
.� ZONING: DX-12-UG, _ L /
--LTT -- -�----rrT � - I � DX-�� \ TO BE REMOVED
J STORM DRAINAGE
r \ VARIABLE WIDTH EX. I I OR ABANDONED IN
li I EX. LIGHT POLE-; I 3
TO BE REMOVED DRAINAGE EASEMENT / 348 PLACE AND FILLED I // L I
l I I I (TYP.)
I II �TO BE ABANDONED / - - - - \ ' ` WITH FLOWABLE
II I \ I FILL. J/,� 1
N/F � � � EX. WALL T0/ BE �
o� I I I I GLENWOOD TWO LLC J I REMOVED _ _ _ _ - 34�
II Q II 11 S BOYLAN AVE I L - 3 / WATER LINE
U I PIN 1703-49-1076 EX. UNDERGROUND I I 3 `_1z
II of I I DB 17043, PG/1865 ELECTRICAL TO BE I / /
I /
I I L1 0.39 AC.- REMOVED (TYP.) TO BE ABfNDONED - 346
ZONING: DX-12-UL EX. DI L1 L7
N WI I / GRATE=343.53 I
II cn I I - r - 12"RCP(E)=342.65
TO BE REMOVED
III la -�" I I ! 3 ► II i / /
z DEMO AND REMOVE
III 3 I 9 I P I I EXISTING BRICK BUILDING
II
/ AND PARKING DECK PROPERTY LINE � � 1 � �
J INCLUDING EXISTING r - - - \ = I TO BE tBANDONED PAVEMENT, PARKING KIOSK, I 'EX. DIco A
II I X I x 1�9 I I I I GUTTERSIDEWA,LIGHTPOLESS, CURB , AND G "=343.47 W w I I CLANOUTS I 12(S)=340.56 s I I I I 11
0.151 AC. EX. PAINT ro BE 1 I 12 RCP(W)=340.56 I / I I I L I //
ZONING: NX-7-UL FI II r I 1 � TO BE REMOVIED I / I T/C=343.1
REMOVED 1 � EX. CB I I /
TOP C351.99 ,II ■ 9 EX. GAS LINE (ASSUMED I N.\� O \ d I 15"RCP(N- 37-37
12"RCP(E)=349.47 II II I ONTLOCATRACTOROTOEF FIELD I \ 15 RCP(S)=�37.27 I I III I I EX. 15 RCP /
EX. JB I I II ]¢ I VERIFY EX *I \\ TO CITY OF CB TO BRA RALEIGH CONVERTED / ' I I III I
III la I I I I I I //
RIM 352.17 EX. CB TO BE CONVERTED 1 STANDARD CB I / ' 342 _
18"RCP(E)=349.34 I I / 9 II I � � TO CITY OF RALEIGH I I I I � I II � EX. GREASE ` 7
INTERCEPTOR
12"RCP(W)=349.46 / II I L- -STANDARD CB EX. JB I' _ \ I \ I I i I II
12" RCP(NW) 359.58 - - - - - --(ASSUMER LOCATION - - - I- - - - - - - - - - I _ /' I EX. II 12" PVC II � i'-Owo-%.w d . a/
- - / I I I RIM=350.40 - - - - - - - _
I I
-T----�- I - INV INV IN( )1 346.41--�\
• w �s�sz - \� _ EX. GAS LINE - - - ° �i _ ° r� - - / 8
no -� i no _ _ - -� - - N/ - \� T -REMAIN SS _� ��`�SS 1� a P
- -_�_� �G c 6j '� can
Wv
so
EX. C
\ \ so - - - - - „- - - - _ _ - "'1"�- - EX. 15, RGsC� /
\ TOP=35�1. 6 \ �� V A EX. 15" RCP �'o o sd �� �= - -� M M M M- /
\ 12"RCP(E)=35�0.403 - _ -
\ \ \ EX. GAS LIN\ �" i� X 11�RGP---=- ---� ����SD�
I \ \ \ 6 EX. CB _
\ \ TOP=343.17 EX. B
I w (n _ EX. f" CIP W/L \ \TO REMAIN 15"RCP(S)=338.31 \ 6 1yy 6 �- - -R T/C=345.37 /
■ I m U LIMITS a m 9 i EX. FIRE `
�� m OR ci -�-w 15' RCP(E)=339.17 / iR
EX. fEOWER POLE A�JD ! / DISTURBANCE ! �- - w w w w f5"RCP(W)=339.07 HYD�ANT
OVERHEAD POWER TO BE '- (TYP.) / c1
(ASSUMED LOCATION) rn a. EX. JB /
RELOCATED AS NEEDED. / �- / -� /
CO CTOR TO COORDINATE Ig - �� RIM=343.59_ �_ z RIM=343.07 I `
/ W APPROPRIATE UTILITY I SAWCUT REMOVE AND EX. SEWER SERVICE TO BE DISCONNEC D / INV IN(N)=338.7 E J -mmmi-4 5" RCP(NE)=3386
/ COMPANY I / REPLACES/ AS REQUIRED AT THE MANHOLE PER CITY OF RALEIGH / 15"RCP(W)=33&�79 =34 0 X Q 15' RCP E =330 6 -� I
/ I I FOR UT LITY TIE-IN PER / / EX. SMH w ()-
- CITY 0 RALEIGH STANDARDS. IN LIEU OF SAWCUTTING 15"RCP(E)=3,38.79 15 RCP(N)=336.93 _
c, ACROSS ROAD, POTHOLE CONNECTION, / RIM 345.8. / 15"RCP(W) 336.93 w 2" PVC(W�336.16 -�
STANDARDS DISCONNECT THE SERVICE AT THE MAIN, / 6" )=338.18 / ; 15" RCP(E)=336.93 i� (NW)=339.21
AND FILL ENTIR ABANDONED SERVICE WITH / 8"VCP(E)=338.23 / I 18" RCP(S)=336.06
-,' F1 AW613LE FIL PER RACIGW STANDARDS. / / EX. 8" SS
-----1--- --_ ■ no Z - ---�- _C -� s ss ss SS S EX. S SS
no
EX. SSMH 1"01
�-as �� ---_RIM=352.57 ---� ?----S� ----_____
8"VCP(N)=344.38 I\ / I -- --� 3 __-
s'vcP(s)=344.2s Ir I� \ I EXISTING - - - - - _ __L A
III I I I� 1VJ1 ®R G1�1! S 1 DEMO AND REMOVE �►' 5 - - SS SS `� 's,� Ma/ 10
I �I so �11
/ % O
N F EX. FIRE I I VARIAB I ! EXISTING t0NCRETE - - - �- ss r� ,d/ 1�J
PLANNED PARENTHOOD OF GREATER HYDRANT I I lI I I III (VARIABLE WIDTH PUBLIC R W r - - - - - - - - - M� /
I / ) DRIVEWAY, PAVEMENT, I IM - - I - "
RALEIGH INC I 1 I II I r \ i WALLS, SIDEWALKS, CURB I I I
100 S BOYLAN AVE 1 I I I ' I II I I N/F ANODES UTTER, AND LIGHT I I I I I I I I N/F
PIN 1703 38 9868 II I I CROCKER FAMILY 344 L I- - III RALEIGH HOTEL GROUP, LLC
DB 4798, PG 489 I ~ II I I I + II ( I PROPERTIES, LLC I \ I I �r� I Jill T - - I I - - - - Al -
v 603 W MORGAN ST
0.47 AC. I I �I 615 W MORGAN ST 1� I 101 I l PIN 1703-48 4920
ZONING: OX-7-UL I II EX. VARIABLE WIDTH PIN 1703-48-1885 ++ 4I3
I DB 16986, PG 2031
LIC
I I� DB 16759, PG 165 1 - - - - - _ / I N - t - -I-I - - -I r- - - - -rl- - - - - - - - - 0.23 AC. (_'---------------------
0.63 AC. ZONING: DX-7-UL
ZONING: DX-7-UL
EXISTING GAS LINES ARE PRESENT ON
SITE. CONTRACTOR IS TO VERIFY
LOCATIONS PRIOR TO ANY EXCAVATION/
CONSTRUCTION ACTIVITY TO MAINTAIN
THE SAFEST ENVIRONMENT POSSIBLE.
ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE CURRENT CITY
OF RALEIGH ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
CONTRACTOR TO COORDINATE WATER
METER REIMBURSEMENT WITH CITY OF
RALEIGH PUBLIC WORKS DEPARTMENT
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GRAPHIC SCALE
20 0 10 20 40
1 inch = 20 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
HERITAGE PROPERTIES
501 FAIRMONT AVENUE, SUITE 101
TOWNSON, MARYLAND 21286
PHONE: [phone]
HERITAGE
PROPERTIES, INC
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REVISIONS
NO. DATE
1 XX. XX. XXXX REVISION DESCRIPTION
PLAN INFORMATION
PROJECT NO. HTG-17000
FILENAME HTG17000-XC1
CHECKED BY CHT
DRAWN BY CHT
SCALE 1"=20'
DATE 12. 15. 2018
SHEET
DEMOLITION
PLAN
C-3
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION I

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HILLSBOROUGH 630 LLC AYCOCK, MAHLON L WILDER, RYON W N/F N/F SITE LEGEND
I 618 HILLSBOROUGH ST
L_ 630 HILLSBOROUGH STREET HSA LIMITED PARTNERSHIP I THE BAR STOOL INC
I / PIN 1703-49-1348 PIN 1703-49-2349 610 HILLSBOROUGH ST
o I X DB 16997, PG 1152 DB 2790, PG 13 PIN 1703-49-3325 600 HILLSBOROUGH ST v SIGNAGE
DB 4908, PG 342 PIN 1703-49-4345
0.30 AC. 0.38 AC. DB 13828, PG 1200
ZONING: NX-7-UL I ZONING: NX-7-UL 0.34 AC. z o 0.18 AC.
�, POWER POLE
/ I I \\ - - ZONING: NX-7-UL x j� ZONING: DX-7-SH
— — — y — _# -- / I ❑E - _ _ _ I I c rn TRAFFIC DIRECTIONAL ARROW
IEX. PAINT � —1__--� I ACCESSIBLE RAMPS
STOP BAR --
I (TYP.) �-----I --� ==�1----��- #�% �1 E❑ - --ter- TYPE® TYPE QB TYPE©
EX. PAINT o-----__-===�i 1(--------- -- PROPERTY LINE
OX-7-UL CITY OF RALEIGH STANDARD 1- _ _ _ _ _
a 1--�_ \ I GRANITE CURB ALONG �STIN �� — _ � = = 1� — — —
NX-7-UL ; SAWCUT REMOVE AND I I HILLSBOROUGH STREET. REUSE HILLSBOROUGH —L - - - - - - RIGHT-OF-WAY LINE
REPLACE AS REQUIRED GRANITE IF POSSIBLE. I- - -
I — — EASEMENT LINE
FOR UTILITY TIE-IN I (VARIABLE WIDTH PUBLIC R W I I SAWCUT REMOVE AND
I CITY OF RALEIGH -
3 STANDARDS ' I- -4 " PRIMARY STREET I CENTERLINE
REPLACE AS REQUIRED
DX-12-UG A�3 j•�..RTE PARL FOR UTILITY TIE-IN PER • • • • • • • • ADA ACCESSIBLE ROUTE
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EX. PAINT �t7
CITY A RALEIGH
oBIKE RACK �� `" STANDARDS
6' WIDE PEDESTRIAN \ I L` (TYP) FOR HARDSCAPE DETAILS SEE � — _
CROSSWALK (TYP.) N LANDSCAPING PLAN AND DETAIL
Of _j � ON SHEET D-2 (TYP.) I I EX. 4'X6' ADA TREE
o TREE GRATE (TYP.) GRATE (TYP.)
e 1/0 L - - - - _ _ - - PPROIPOSED CONCRETE WALCAST CONCRETE I
11T �� \ A - - - - - - - -LS TYP.
SIDEWALK - (DESIGN BY OTHERS) I
IL L1 I O ACCESSIBLE 1
RAMP (TYP.) � — —
/ ao CANOPY —
r — — _ — _ _ — S87'03'40"E— — OVERHANG N87'09'47"W © — — _ — —E— �,r
- - - - - _� - _ (TYP.) - - - - - 34.76' S2'S0' 13"E 18 65S87*03,40"E - - -�I I�
—— r
I 1= I I - - - - - - _ _ _ _ - - - 59.66' - 1.35 N2'29'22"E -II
J I III I I 27.1' 1 - - - - , • • S8T03'40"E i i - - - 2.78' I
FOR HARDSCAPE DETAILS SEE 1 I II L I I I I ' // I I °`,N + I / r- - I
LANDSCAPING PLAN AND DETAIL T1TTl lTI L
ON SHEET D-2 (TYP.) I I EX. PINT TAPERED I I
I I STEP WITH
HANDRAIL I I
J N/F ` - - 1 II SAWCUT LINE
FMW AT 701 HILLSBOROUGH LLC I I
701 HILLSBOROUGH ST I I II I I
PIN 1703-49-0106 I I II
DB 16937, PG 2509
BM 1987, PG 125
0.43 AC. EX.I PAINT BI R CK I
ZONING: NX-7-U I I I ( )
CITY OF RALEIGH ANDARD
GRANITE CURB ALO G,-
S. BOYLAN AVE. R US{� I I I
EX. GRANITE CURB IF POSSIBLE. _
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r Q I CONCRETE 22.5 1
W8 1 SIDEWALK
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REFERENCE ONLY 1 11
(ASSUMED 100% IMPERVIOUS) I 11 I I
TRANSACTION# 573539 1 1 II HHATCH EAVY DEN TES I
CASE # SR-100-18 I CONCRETE P. I I I
I I
II II I
PROPOSED
R/W
Ll TREE GRATEI(TY .
P )17.5'
II C L TO F C
II I I
II 32' I
II
N/F I II SAWCUT LINE C/L TO RI/W
700 WEST MORGAN LLC
IB 4 1170 5,PG0 004
D933 II 1 II
0.15 AC. II x x
ZONING: NX-7-UL II I v
r- C I
EX. PAINT r
I
al I
----------------� CCESSIBLE 1
RAMP (TYP.) I
6' WIDE PEDESTRIAN I
NX-7-UL
-
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' III
PLANNED PARENTHOOD OF GREATER I�
RALEIGH INC
100 S BOYLAN AVE
PIN 1703-38-9868 I II
DB 4798, PG 489 1 I II
0.47 AC.
ZONING: OX-7-UL I 1 11
I I u
GENERAL DRIVEWAY NOTE
1. DRIVEWAYS MAY INTERSECT A STREET NO CLOSER THAN 50' FROM
THE INTERSECTION OF 2 STREET RIGHTS -OF -WAY, NOT INCLUDING
AN ALLEY.
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— ROOM — — — —
30'x3O' CORNER RETAIL
20'LOT BUILD -TO 20' MAX.
BUILD -TO
LD-TO MAX. BUILD -TO
BUI
RETAIL DOOR (TYP.)
STAIRS
(TYP.)
LOBBY
—STEPS WITH
HANDRAILS
LOT 1
36,938 SF
t0.848 AC
OELEVATORSONING: DX-12-UG
& DX-12-UL
COMPACTOR
LOADING/
REFUSE
IVJ IL
43.86'
44 F
SEAT WALL— 1- 06
PRIVATE DRAINAGE
EASEMENT
u• I
•STEP$I-
• (TYP.yy
I�
co / j / � ACCESSIBLE
j
ROUTE (TYP.) SIDEWALK
CONCRETE SIDEWALK
—
/ r ACCESSORY STRUCTURE
I
/ 29 L � NORTH BUILDING
iva
SEAT WALL I 'I 502 SFLOT 3
III 1
/ ,' • �I Ifl 1 1
I
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• 1 1
II i 1 r1 41,661 1 SF 1
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11 I
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SEAT j 1 61 LF 1 • I rl "� �� I 1
' SEAT WALL STEPS WITH p 1, f 7 I 1
/ 1 WALL % N
HANDRAILS
rl (TYP.)49 !•,a I
SEATFWALL 59.,30'
nl ! I Ill I
S7g'55 59 E I
/ 0' OR BA
3957 SF SEAT WALL 6' BUILDING
LOT 2 22 LF
' SIDE
LOT LANE
/
t0.091 AC /
DNING: DX-12-UG /
& DX-12-UL AMENITY N I `M I I I
/ (DESIGNED BY OTHERS) o) `r _ 7 .� h
30 LF / 25 N N I ! �. //
SEAT WALL j gg.63' W N76-3 30' z �= = J / L //
Al 2 33"w I FOR F IIEHAKNOX BOX
PREVIOUSLY APPROVED PROJECT / / // /
/ SEE CITY OF RALEIGH
CASE #SR-45-16
Y/ / / //37 /
SEATWALL\ / Ar�
.4 /�
/� I /
9 o
12 LF
I` C C /
SEAT WALL h � JI %tat
S1'52'11"W // 1 — II ACCESSORY STRUCTURE
67.15' / I r 1 I SOUTH BUILDING
2,147 SF
y ACCESSIBLE r If
1 11 I I EX. PRIVATE
ROUTE (TYP.) I III L — I I DRAINAGE EASEMENT I /
4 J III II
soo '11"W
�I STEPS WITH
) HANDRAILS
(TYP
N87'45'337"W --------I�- -�ag.- J
16 LF J GATE WITH KNOX BOX
SEAT WALL r FOR FIRE ACCESS 7 `
CROSSWALK (TYP.) I (TYP.) c� F - - - - - - - - - - 7 �_ _ _ _ _ Via_ -{I
O 0 30" STANDARD CURB - - - - - - = J Lam_ j C
STOP BAR ~ `O AND GUTTER (TYP.) 1PRECAST CONCRETE I I - — - - - -
(TYP.) ------ -' N o
L — ) — — — — — 1 WALLS TYP. 1 N87'45'37"W EX. CONCRETE EX. BIKE RACK
J ACCESSIBLE � —
I
I
6' WIDE PEDESTRIAN
CROSSWALK (TYP.)
I
1
TRANS 11
IFORMER
GENE
RATOR
I
ZONING LINE (TYP.)
DX-12—UG
DA-12—UL
0
MIXED —USE
ACCESSIBLE -
BUILDING
ROUTE (TYP.)
264,027 SF
STAIRS
STEPS WITH —
(TYP)
HANDRAILS
(TYP.)
6 LF
SEAT WALL
JI W
'0•I
ORRIDOR • • • �I•
26 LF
SEAT WALL . 1 h
",—PUMP •
ROOM ACCESSIBLE 1
20.9' -
RETAIL ROUTE (TYP.) I
— I 30'x30' CORNER
LOT BUILD -TO I RI
S2'44'48"W
20' MAX.
42.95'
YBUILD-TO STEPS WITH I SEATF
HANDRAILS • I I WALL
_ (TYP.)
II I STEPTAPERWITH ACCESSIBLE
19.1, I HANDRAIL ROUTE (TYP.) • I ,
• I / I-
- - - - - - 24.08'
N87 ------__--' - '45''37
OA --- BIKE RACK
PROPOSED
0
R/W 17 LF
vW_=:z3M f SEAT WALL
TREE GRATE
RAMP (TYP.) 30.79' SIDEWALK (TYP.)
_ RETAINING WALL CONCRETE 1- -'
V_SA_WnU REMOVE AND (DESIGN BY OTHERS) SIDEWALK
REPLAeE-AS REQUIRED
FOR UTILITY TIE-IN PER DX-12=UL _
CITY OF RALEIGH FOR HARDSCAPE DETAILS SEE W. 1►1�JJ 1� D G EXISTING
DX-7-UL
STANDARDS LANDSCAPING PLAN AND DETAIL jv S
EX. PAINT ON SHEET D-2 (TYP.)
�1�y/11
(VARIABLE WIDTH PUBLIC R/W)
SECONDARY STREET
_ _ _ _ _ _ — _ (AVENUE 2—LANE DIVIDED) — — — —
- — --- ------ ------------y- r==� ---r- -�-_-----_--
I I N/F I I," CROCKER FAMILY PROPERTIES, I ILLC - _ _ _- - - - - - - as
615 W MORGAN ST-
I I PIN 1703-48-1885 '' I
I DB 1 0.63 , PG AC. 165 fl I I I - - - - - - N/F
I ZONING: DX-7-UL 1 I 1 I I RALEIGH HOTEL GROUP, LLC
I II 11 I_ I. a I I nl 1-I I I 603 W MORGAN ST
HC RAMPS:
1. ALL HC RAMPS TO BE FIELD ADJUSTED WITH INPUT FROM THE CITY
OF RALEIGH FIELD INSPECTOR PRIOR TO INSTALLATION.
2. POWER POLES WHICH CONFLICT WITH FIELD LOCATED HC RAMPS
ARE TO BE RELOCATED BY APPROPRIATE UTILITY COMPANY.
PIN 1703-48-4920
DB 16986, PG 2031
0.23 AC.
SEE SHEET C-2 FOR ALL PROJECT, ALL CONSTRUCTION SHALL BE IN ZONING: DX-7-UL
SITE, GRADING, STORM DRAINAGE AND ACCORDANCE WITH THE CURRENT CITY
UTILITY NOTES OF RALEIGH ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS HEAVY DUTY
ASPHALT PAVEMENT
GRAPHIC SCALE
q 20 0 10 20 40
1z 1 inch = 20 ft.
y
'J
McADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
HERITAGE PROPERTIES
501 FAIRMONT AVENUE, SUITE 101
TOWNSON, MARYLAND 21286
PHONE: [phone]
HERITAGE
PROPERTIES, INC
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REVISIONS
NO. DATE
1 XX. XX. XXXX REVISION DESCRIPTION
PLAN INFORMATION
PROJECT NO.
HTG-17000
FILENAME
HTG17000-S1
CHECKED BY
CHT
DRAWN BY
CHT
SCALE
1" = 20'
DATE
12. 15. 2018
SHEET
SITE
PLAN
C-4
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

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HILLSBOROUGH 630 LLC AYCOCK, MAHLON L WILDER, RYON W N/F N/F
L_ II 630 HILLSBOROUGH STREET I 618 HILLSBOROUGH ST I HSA LIMITED PARTNERSHIP THE BAR STOOL INC
PIN 1703-49-1348 PIN 1703-49-2349 610 HILLSBOROUGH ST 600 HILLSBOROUGH ST
DB 2790, PG 13 PIN 1703-49-3325
DB 4908, PG 342 PIN 1703-49-4345
- - - - - - - o I X DB 16997, PG 1152 EXISTING 0.38 AC. I 0.34 AC. DB 13828, PG 1200
0.30 AC. HIT LSBOROUGH ST.
ZONING: NX-7-UL z o 0.18 AC.
I II ZONING: NX-7-UL L ZONING: NX-7-UL x x
/i // '- ❑E �� - - - I (VARIABLE V ZONING: DX-7-SH
( ABLE WIDTH PUBLIC R/W I 1
Wv
W'WTw W- we wc� I c c c c_ -y -i- - _ -_ 35
w w w G�c --;�__-`_ -___�1 __--
_SS SS EX. RCP 8" SS W W- W!w- w / w- w- r_L cLD � G c c c --- L=== ==�1 __-- - f�---- _ --- -� [�}-� ------
ss EX. I�P 8"3SS T 9 W W w W___
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OX-7-UL I �- \ w w W w EX. 8w CIP W/w (ASSUMED LOCATION) o =_ - - - - - %- - -
IT � ss _
NX-7-U d ss EX. 8" RCP SS W -
L - 3 3 SS W W w \ wv
SS -SS W W-
/ � \ g _ SS ss SS ss 6 \ \ '"-�W- W__w�
NX-7-UL� 9 �' ss EX. 8" RCP §S W- w
ySS
X 12 UG \ ■� I��
I PRECAST CONCRETE
/ / I _ WALLS TYP. ■�
Q3 _ - 9 �
6 - _ _ _ - - - (DESIGN BY OTHERS) �� T -
i�S
/
LIMITS OF PROPOSED
Fl� # 5 - �\ 4 LD �D - DISTURBANCE - - g
LD
- IE LD LD I
/ T I ` - _ 3n 3n LD LD LD I 6
`� �I I I
Ir--------=__-- - \\ AREA DRAIN---
/ ( III PI I P:353.8 --- --� - - = = - (TYP.)
II I I I I _E353.8- `� Z - ------ \
I _
I-�� 31 I r -I---- i - I-�- _-- - ✓ \�
353.97 � � V 52 90
� I
3
353.30 353.30 >• \
353.97 353.97 353.97 I v Y - - - - - - _ -
I 3 I 1 - 352.97 - -
I /
I I�,p O�-• I �„ FFE- I I 1 20' WAX. � -
33 353.97 I BUILD -TO I ^I \ J 3 I P:352.00
LIMITS OF I I / \ 35.97 I ' / E:351.30
1 I JI DISTU E 352 97
29 O I
FIRE RETAIL 8" Pvc 1 �i I 352.05
'� �I i I I 30'x3O' CORNEE i DTT1fD FFF=1152.97 STORMz�_ I;
^1 I Z
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N/F I 1 J I
FMW AT 701 HILLSB ROUGH LLC R
701 HILLSBO O GH ST ( it
PIN 1703- 0106 ' - - I � I
DB 16937, 2509 Z --+ I ) /
N
BM 1987, 12 1251
0.43 L u N I J
ZONING: X
II
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II II
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I (PROP 0SE$ TLTTl7R €--F'RO-J EE &
I I/
REFERENCE ONLY
ASSUMED 100� IMPERVIOUS) I I I I I
\ TRANSACTIONS 573539 11 I II II I �I I 352.8
CASE # SR-100-18 I II I IN �
II
352.8C
\ \ I II I 352.80
\ \ I I II 352.80
I
352.80
- RIM=3-
V
\ I 8"VCP(S)- 46.01 II • I,� I 352.0-
�OSED
352.00\
ip
11
17
II-
i
�I Ip� DUI I I
^ 51.97 -
3
700 WESTNMORGAN LLC I I ICI II I 0I 00 I
PIN 1703-49-0004 a x
DB 11755, PG 933 I II \oo ``' / 9
0.15 AC.
ZONING: NX-7-UL + mil II x l x I I
IIDI�t
III �o �IF-
EX. CB J
TOP=351.99
12"RCP(E)=349.47 I I v /
x
-T----�--- ----� I W
o
\ \ \ EX. C� \ � � �
\ TOP=35Z. 6 \ \ \
\ � 12"RCP(E)=-3W_40 53 \ \
1 W Wv \
NX-7-UL I I II w w w
OX-7-UL - 7SSMH I
/ / RI"�352.57 I ZEE&__VCP(N)=344.38
8'VCP(S)=344.26'
ou
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flo
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PLANNED PARENTHOOD OF GREATER
RALEIGH INC
100 S BOYLAN AVE
PIN 1703 38 9868
DB 4798, PG 489 I r B
0.47 AC.
ZONING: OX-7-UL
RETAIALL
=IGN�BYV OTHE,�
EX. JB �/ (ASSUMED 18LOCATION)
RIM=352.17 RIM- 50.40 I LIMITS OFF
18"RCPO=349.34 INV IN(N)=346.41 DISTURB NCE
12"RCPAW)=349.46 INV OUT=346.41 / (TYP.)
12"RCf(NW)=359.58Ij
FCO
013
ang
KIM=J4 Jy
EX. SSMH INV I ( )=338.79
RIM/345.38 1 CP(W)=338.79
8"VCP(E)=338.23 I RCP(E)=338.79
- - - SS -EX. 8" DIP SS
SS SS
__
6
p I I EXISTING - - -�
d I W.®���� cT• EX. SSMH /
PPP I I (VARIABLE IJ I ! RIM �43 25- 3#4/
IIII r i I ( BLE WIDTH PUBLIC R/yv) f \ ,8 DIP(E)=333.06
8"DIP(W)=334.74
N/F l / 10"DIP(16"ENCASEMENT)
I il' I I CROCKER
FAMILY
PROPERTIES, LLC I j \ (S)=333.05
MORGAN
11 PIN 1703-48-1885 /
DB 16759, PG 165
0.63 AC.
ZONING: DX-7-UL
15"RCP(S)=337.27 /
EX. JB-1 13
RIM=342.90
15"RCP(N)=336.93
15"RCP(W)=336.93
15"RCP(E)- 36.93
_-- - - - 8" IP
_L _
�A
I 101
344 L I-
I
' STEPS WITH LOT 3 r r -j y�
(TMP) AILS 41,611 SIF
a-
t0.955 AC =_
6 ZONING: DX-12-UG� I r
& DX-12-UL
AREA DRAIN r�
(TYP.)
0' OR 6' BUILDING
SETBACK FROM
J1
8" PVC
STORM
T SERVICE
PRIVATE DRAINAGE
EASEMENT
a
rr4 �
S
" al
I II ACCESSORYSTRUCTUREII SOUTH BUILDING
Ii FFE=346.79
EX. PRIVATE
DRAINAGE EASEMENT
EX. SSMH
RIM=343.38
8"DIP(E)=334 27
PREVIOUSLY APPROVED PROJECT
SEE CITY OF RALEIGH
CASE #SR-45-16
8"DIP(S)=334.27
r
r
- - - -I- -\-/ 0
- - i ram, ---•FPS
as __ �
_ _ EX. /CB-110 - L
T/q=345.37 /
15' RCP(E)=339.17
N a w��w"RCP(W)w 339.07 w /
EX. JB-106
a52RIM=343.07
1i RCP(NE)=3366
°° ^� 15" RCP(E)=336A 6 �I
> w I 15" RCP(W)=336.16
12" PVC(NW)=339.21
18" RCP(S)=336.06
EX. SSMH
SS RIM=342.98
8"DIP(N)=333.68
r - - 8"DIP(W)=3 3.48
as
- - - -SSSSp� SS SS M�� SS
I I I I
N/F
I
RALEIGH HOTEL GROUP, LLC
- -
. _ I- - - -
603 W MORGAN ST
PIN 1703-48-4920
DB 16986, PG 2031
0.23 AC.
ZONING: DX-7-UL
r J/
/
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so
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SS/ n
GRADING LEGEND
CATCH BASIN
DROP INLET
■
STORM SERVICE INLET
•
STORM SERVICE ROOF -DRAIN
O
JUNCTION BOX
��---
DRAINAGE FLOW ARROW
250.50
250.00
TOP & BOTTOM CURB ELEVATIONS
\TW=223.00
TOP OF WALL ELEVATION
BW=213.00
BOTTOM OF WALL ELEVATION
(NOTE: BOTTOM OF WALL IS GROUND
ELEVATION NOT WALL FOUNDATION)
+ 250.60
SPOT ELEVATION
P-250.00
PROPOSED AVERGAGE GRADE PLANE SPOT
E:248.00
EXISTING AVERGAGE GRADE PLANE SPOT
STORM DRAINAGE
STORM SERVICE LINE
LD LD
LIMITS OF DISTURBANCE
250
MAJOR CONTOUR
252
MINOR CONTOUR
------_ 250
EXISTING MAJOR CONTOUR
------- 252-------
EXISTING MINOR CONTOUR
EASEMENT LINE
SEE SHEET C-2 FOR ALL PROJECT,
SITE, GRADING, STORM DRAINAGE AND
UTILITY NOTES
ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE CURRENT CITY
OF RALEIGH ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
*WARNING* ACTIVE GAS LINES ARE
PRESENT IN THE VICINITY OF THIS
PROJECT. CONTRACTOR TO FIELD
VERIFY AND LOCATE ALL GAS LINES
AND OTHER APPLICABLE SITE UTILITIES
PRIOR TO CONSTRUCTION.
DISTURBED AREA = 2.00 AC.
EX. CB-117
T/C=343.17
INV IN=338.41 (JB-117A)
INV OUT=338.31
JB-117A
RIM=344.90
INV IN=338.80 (JB-117B)
INV OUT=338.70
JB-117B
RIM=349.75
INV IN=339.35 (SWMF)
INV OUT=339.25
SWMF
RIM=349.50
INV OUT=339.50
SWMF
RIM=349.50
INV IN=346.10 (JB-200)
JB-200
RIM=349.50
INV OUT=346.50
GRAPHIC SCALE
20 0 10 20 40
1 inch = 20 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
HERITAGE PROPERTIES
501 FAIRMONT AVENUE, SUITE 101
TOWNSON, MARYLAND 21286
PHONE: [phone]
HERITAGE
PROPERTIES, INC
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REVISIONS
NO. DATE
1 XX. XX. XXXX REVISION DESCRIPTION
PLAN INFORMATION
PROJECT NO. HTG-17000
FILENAME HTG17000-G1
CHECKED BY CHT
DRAWN BY CHT
SCALE 1" = 20'
DATE 12. 15. 2018
SHEET
GRADING
PLAN
C-s
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

HILLSBOROUGH 630 LLC AYCOCK, MAHLON L WILDER, RYON W N/F N/F
' I 630 HILLSBOROUGH STREET 618 HILLSBOROUGH ST I HSA LIMITED PARTNERSHIP I THE BAR STOOL INC '
PIN 1703-49-2349 610 HILLSBOROUGH ST 600 HILLSBOROUGH ST
I- II / PIN 1703-49-1348 DB 2790, PG 13 PIN 1703-49-3325
II Ii DB 16997, PG 1152 I EXISTING 0.38 AC. I PIN 1703-49-4345
EX. FIRE 0.30 AC. DB 40.34 AC. 342 DB 13828, PG 1200
I � ZONING: NX-7-UL HILLSBOROUGH
pT ZONING: NX-7-UL I 0.18 AC.
SS
0 / \ HYDRANT 1 Y 1 �� S ®� ®U u Cy m • ZONING. NX-7-UL ZONING: DX-7-SH
E I 1 � �7 1
(VARIABLE WIDTH PUBLIC R/W I I I
-G- mac- I •--c�j-----_-� V --` _ _ --- --- _ �- I
c
-W�ry�W W�WG WG w n�--G
W W w G G
\ RCP W W- c
-ss ; EX. SS w�W_ w---� -, G- G G
ss 3 ss �- Ss ss __ _ 18"X8W H-304 SS TS&V W G N _EX- 8w CIP W/L (ASSUMED LOCATION) - �o - _ _ _ _ _ _ - _ - _ i 1(- -�- -
r - - -
I I�
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3 ; s SS I L W W W__ W� _ W
EX. SSMH I I SS SS W -W�W�
I RIM=355.14 IRRIGATION WATERLINE BACKFLOW DEVICES SSs- SS - - W wWv
-
8"VCP(N)=348.98 SAWCUT REMOVE AND I I 8" DIP FIRE PROTECTION WILL BE LOCATED IN THE BUILDING. I I ISS ss W
3 8"VCP(E)=348.61 3 0� REPLACE AS REQUIRED I I SERVICE COORDINATE WITH PLUMBING PLANS FOR ss
8"VCP(W)=348.73 FOR UTILITY TIE-IN PER MORE INFORMATION. BACKFLOW DEVICES SAWCUT REMOVE AND I I ss -
CITY OF RALEIGH I I 1" COPPER IRRIGATION SHALL BE A 1" WATTS LF909QT (RP) OR REPLACE AS REQUIRED
0 3 / STANDARDS I I SERVICE LINE APPROVED EQUIVALENT. FOR OFLITY TIE-IN PECITYR
1" IRRIGATION FIRE WATERLINE BACKFLOW DEVICES STANDARDS I I 4" SS SERVICE
\ 8"X4" TEE I METER WILL BE LOCATED IN THE BUILDING.
_ _ -- - FIRE HYDRANT I FIRE COORDINATE WITH PLUMBING PLANS I I
-� 7¢( - - _ ; \ _ - - - -ASSEMBLY (IYP.) DEPARTMENT FOR MORE INFORMATION. BACKFLOW I a
- I 2" COPPER DOMESTIC I I O
- - CONNECTION DEVICES SHALL BE A 8" WATTS LF909
OR APPROVED EQUIVALENT. SERVICES I I 00
I w
SIT '4�-vALVE------------------I I I OT
L _ - I 4" METER an 3n - �lo' AND VAULT n
� -3
8" GATE VALVE
2_ " GV
4" GATE VALVE _ _ - - - - _ - PROPOSED 2" METER
I I I I 4" DIP DOMESTIC - - -L _ - - - - - - - R/W \
I - - ---- AND VAULT_ • ram\
TER SERVICE _ EX. WATER
J I Ilo 3 ` I I � - - - - - _ � - z _ 1 -i - �� - 2" GV METER � ��\\�
I W I ~ I I
I I I II I I I I 20' -MAX.
ILD-TO PRIVATE
E DRAINAGE
FFE_BUCLEANOYUT _ I
I`I
-
ET-�-0 EASEMENT
3.-° L 353.97 TYP.Ex. 4" W/L
RETAIL �30'x30' CORNER FIRE F=352.97
LOT BUILD -TO PUMP DOMESTIC WATERLINE BACKFLOW
DEVICES WILL BE LOCATED IN THE BUILDING. COORDINATE WITH ACCESSORY STRUCTURE
PLUMBING PLANS FOR MORE IilO
I
NORTH BUILDING
RETAIL INFORMATION. BACKFLOW DEVICES FFE=352.05 Illl I
FFE=353.97 SHALL BE A 4" WATTS LF909 (RP) / I I I
FMW AT 701 HI L B ROUGH LLC I II I I I OR APPROVED EQUIVALENT.`i EX. 8" W/L III I 1
S R I AIRS
701 HILLSBORO GH ST ' 13 I � "
LIM08in0 WMIRBE" OINIC
FIRE HYDRANT ASSEMBLY
FIRE DEPARTMENT CONNECTION
0
WATER METER
N
WATER VALVE
POST INDICATOR VALVE
N
®
VALVE IN MANHOLE
METER & VAULT
©
BACKFLOW PREVENTER
REDUCER
u
PLUG
o_I+-
BLOW -OFF ASSEMBLY
•
SANITARY SEWER MANHOLE
•
SEWER CLEAN -OUT
m
GREASE TRAP
SEWER FLOW DIRECTION
/
ARROW
T
YARD LIGHTS
LIGHT POLE
POWER POLE
r..
LINE BREAK SYMBOL
WATERLINE
WATER SERVICE LINE
-----------------
UTILITY SLEEVE
SANITARY SEWER
SEWER SERVICE LINE
FM FM
SEWER FORCE MAIN
-G-G-G-G-
GAS LINE
OU OU
OVERHEAD UTILITY
PIN 1703-45 161i -
DB 16937, P 25o9 I STORMWATER I
I
I I I I 11 41,0611 SF Ifl i I UE UE UNDERGROUND ELECTRIC
BM 1987, P 1 1 T I 20 CONTROL MAX. �/ t0.955 AC
1
I II I I
0.43 A Ri � � I I BUILD -TO I I I 3 , ZONING: DX-12-UG I �-T-T-T-T- TELEPHONE
ZONING: NX7-UL W I MEASURE A ; I I & DX-12-uL Ifl I
I a I I I (SEE "SW" SHEET) 1 E I li = _ = III i 1 I - - - - EASEMENT LINE
/ I I STEPS WITH I II
CLEANOUT 3 I , 1 TYp, I 1 HANDRAILS II
\ z a I I I I I I LOBBY -- I 11_ I� I I SEE SHEET C-2 FOR ALL PROJECT,
I ��x
I I �� '-' I � � � I � FFE=353.30 � - _ �� � i I 1� M � � Io4 I I SITE, GRADING, STORM DRAINAGE AND
I \ `� Q I I L _ - I III I'I I UTILITY NOTES
I \ I I I LOT 1 STEPS WITH 3 F / I I II
1 � � � � " I 36,938 SF HANDRAILS t AC / 4" SS 3 I 0' OR 6' BUILDING K FROM�_� II
I - - - - - - I I t0.848 AC (TYP.) ZONIN-12-UG/ SERVICE ( SIDE L LOT LANE Ifl I I I� ALL CONSTRUCTION SHALL BE IN
I I I I I I ELEVATORS ZONING: DX-12-UG 12-UL / 1 lil I III I ACCORDANCE WITH THE CURRENT CITY
& DX-12-UL / I I a I
I OF RALEIGH ENGINEERING DESIGN AND
I COMPACTOR
I �I
PROPOSED FUTURE PROJECT SITE
REFERENCE ONLY LOADI \
(ASSUMED 100% IMPERVIOUS) I I I REFUSE L
TRANSACTION# 573539 I II I I FFE=352.80
IM
II I
CASE # SR-100-18 II
� I
II I I
I
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TRAN FORMER RATOR
FFE 352.80
I I h II I I FE-_
352.8C
_ _ CSC. SSMH I I
RIM=353.13 I I G
3,000 GAL GREASE
INTERCEPTOR
(DESIGNED AND PRIVATE DRAINAGE
ROUTED TO SERVICE EASEMENT
BY OTHERS)
/ I/
RETAIL
FFE=349.80
O I
MIXED -USE I /
BUILDING STEPS WITH
NDRILS
8 VCP(3)-346.01 I z• DOM P.) /
II I PUM
II ca> o I I FFE=35 .80
1 STAIRS I I I
II0 12 I (
I I RR
R TYP.)
-- - - - =U P II N I PROPOSED" I I FIRE I
I R/W I PUMP -I
LI I
I II J R I I FFE=352.80 RETAIL
II I I P II 31 a I o I I =349.80 FFE RETAIL
I
FFEI
II I I FIRE WATERLINE BACKFLOW DEVICES I
N/F II tO o0� 1 I
� II " I I WILL BE LOCATED IN THE BUILDING. I
700 WEST MORGAN LLC X X COORDINATE WITH PLUMBING PLANS
PIN 1703-49-0004 FOR MORE INFORMATION. BACKFLOW 20' MAX. I I
DB 11755, PG 933 I I I DEVICES SHALL BE A 8" WATTS LF909 BUILD -TO STEPS WITH
0.15 AC. IIIloIlIlI •I I �, II I1 II (RP) OR APPROVED
D EQUIVALENT.
HANDRA
ILS
ZONING: NX-7-UL CLEANOUT (TYP.)
CORNER
FIRE HYDRANT L30
0T3B0U_III I
II ~I I I I TYP. ASSEMBLY I
II ( >
�� II
-ill I L
8" SS SERVICE
- - - - - - - - - - _ I I PROPOSED --- -- - ---
I
/ 9i I ` I I R/W CLEANOUT
ono- nc ---- �a • I
------ -____ I - G
S so
F SD -
FIRE
Wv o eDEPARTI CONNECM ENT ON RETAINING WALL
• W wT I I I I - - - - - - - - - = EX. 8" CIP W/L (DESIGN BY OTHERS) I
I o L--- " ----H -
8 DIP FIRE PROTECTION 7ASSIdi L.-MATI10i -
- - - - - - - - - - - -
0 SERVICE - -
SSMH I 4" SS SERVICE STUBBED
EX.
RIM SSMH 7 • 8"X8" H-304 SS TS&V AT CLEANOUTS FOR
FUTURE D
ING SERVICE
SAWCUT REMOVE AND
8"VCP(N)=344.38 I o AND GREASE CONNECTIONS
8"VCP(S)-344.26 � I
'' REPLACE AS REQUIRED EX. SSMH
- - _ - - - - - - - _ 3 I FOR UTILITY TIE-IN PER RIM=345.38
w CITY OF RALEIGH 8"VCP(E)=338.23
ou Gu I Y� STANDARDS
- - - - - - - - - no nono Z = -----_---------- ��EX. 8" DIP SS
- - \\ - __ o f _ R_ nc_ �c-� SS -SS
no
FO - no F0- no _ _ z
111
- _ _ _ _ --
Ir D� I I EXISTING - - -
II I
EX. FIRE I II a W• MORGAN ST.
N/F HYDRANT �I II81 Iji (VARIABLE WIDTH PUBLIC R W
PLANNED PARENTHOOD OF GREATER II o_ I / ) S +
RALEIGH INC I II 010I� II I �1;� I rl 1 I
100 S BOYLAN AVE I I x 11 1 'I N/F
PIN 1703-38-9868 II w I I CROCKER FAMILY PROPERMES, LLC
DB 4798, PG 489 I 615 W MORGAN ST
0.47 AC. PIN 1703-48-1885
ZONING: OX-7-UL DB 16759, PG 165
0.63 AC.
ZONING: DX-7-UL
CLEANOUT CONSTRUCTION STANDARDS
/ I � - I III
/ TYP. I -
MM,-_ J� I III
/ i I Il
I I 4' GATE WITH KNOX BOX �
FOR FIRE ACCESS
L II
\ I PREVIOUSLY APPROVED PROJECT
/ SEE CITY OF RALEIGH // /
CASE #SR-45-16 � r
°
EX. 4" W/L / %
ACCESSORY STRUCTURE
SOUTH BUILDING
FFE=346.79
All
L/E STORM
DRAINAGEEASEMENTIIIL I I
F al EX. 8"
IW/L h� o II ► II � � / // / % �
-'q i r.3 V.-I _ _ J/j / Iv
SS -� SS SS _ _ _ _ _ _ 7- - I GRAPHIC SCALE
J O ° c� I 20 0 10 20 40
-+4- M EX. 8" W/L /// �\ �\
--�-- WV
-b - - - Mfl�r}i-M M �1 1 inch = 20 ft.
7
So GS GS- -M �` -�- _ - - �l / SD - SD \ .
GATE WITH KNOX BOX
�! FOR FIRE ACCESS
�w o EX. FIRE
W W W HYDRANT
/
4" SS SERVICE
- 1,000 GAL
COMMUNITY
GREASE
INTERCEPTOR
(BY OTHERS)
STEPS WITH
HANDRAILS
(TYP.)
r SSMH
2" GV
8" DIP SS
-2 . GV
72�"
'SDMETERsilD VAULT
Wv
I., OlW WW_
If - J
EX. SSMH
RIM=343.25
8"DIP(E)=333.06
8"DIP(W)=334.74
10"DIP(16"ENCASEMENT)
(S)=333.05
EX. 8" DIP SS SS e<
a I
0
EX. SSMH
00 RIM=343.38
w V 8"DIP(E)=334.27
11
8 DIP(S)=334.27 I
EX. PRIVATE SEWER
TO BE CONVERTED
TO PUBLIC SEWER
EX. SSMH
RIM=342.98
_ 8"DIP(N)=333.68
�s 8»DIP(W)=333.48-
Ip cis - Gs'
-� so
SS
I I N/F I ------
RALEIGH HOTEL GROUP, LLC
603 W MORGAN ST
NOTE
IRRIGATION CONTRACTOR SHALL NOT MAKE ANY ADDITIONAL TAPS ON
THE PUBLIC WATER SIDE OF THE IRRIGATION SERVICE BACK FLOW
PREVENTER. ALL PRIVATE IRRIGATION LINES AND TAPS SHALL OCCUR ON
THE SERVICE SIDE OF THE BACKFLOW PREVENTER TO PREVENT ANY
UNPROTECTED TAPS.
PIN 1703-48-4920
DB 16986, PG 2031
0.23 AC.
ZONING: DX-7-UL
C)
'J
McADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
HERITAGE PROPERTIES
501 FAIRMONT AVENUE, SUITE 101
TOWNSON, MARYLAND 21286
PHONE: [phone]
y HERITAGE
a"
PROPERTIES, INC
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REVISIONS
NO. DATE
1 XX. XX. XXXX REVISION DESCRIPTION
PLAN INFORMATION
PROJECT NO. HTG-17000
FILENAME HTG17000-U1
CHECKED BY CHT
DRAWN BY CHT
SCALE 1" = 20'
DATE 12. 15. 2018
SHEET
UTILITY
PLAN
C-6
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

L_ II
G G
\ w WG
ss �
ss
SS _SS
3 �
N/F Temporary Skimmer Basin Design Table
I HILLSBOROUGH 630 LLC N/F I N/F
/I 630 HILLSBOROUGH STREET I AYCOCK, MAHLON L WILDER, RYON W
HSA LIMITED PARTNERSHIP Sediment Trap ID SB-1
PIN 1703-49-1348 618 HILLSBOROUGH ST 610 HILLSBOROUGH ST N/F
DB 16997, PG 1152 EXISTING PIN 1703-49-2349 I THE BAR STOOL INC Drainage Area (AC.) 0.90
l PIN 1703-49-3325 600 HILLSBOROUGH ST Flow Q10 (CFS) 5.84
EX. FIRE 0.30 AC. I DB 2790, PG 13 DB 4908, PG 342 PIN _
49-4345
HYDRANT HILLSROROUGH ST. ZONING: 8NXC7-UL 0.34 AC. j DB 1 828, PG 1200 Bottom Elevation (FT) 339
ZONING: NX-7-UL I ZONING: NX-7-UL SAWCUT REMOVE AND ■
(VARIABLE WIDTH PUBLIC R/W) EX. VARIABLE WIDTH REPLACE AS REQUIRED 0.18 AC.
_ - - _ J -__ _ PUBLIC R/W - PER' ZONING: DX-7-SH Sediment Depth (FT) 2.50
_ - _ FOR UTILITY TIE-IN
__ �l Dd _ �y - - - STANDARDSTY OF Depth
Freeboard (From Sediment Depth) 1.50
w wW W\� -�-= -_--mac - ---- --- ----�__--- --- _ DepthtoCrest ofRiser gFT) N/A
�W EX. GAS LINE -1_ \`
a W- W--_ W- \ c- c G c- {{p11- LE}- Fc FG De th to Crest of Emer ency Spillway (FT) 4
;S SSG -
SS SS SMS TSs _SS LIMITS OF \ EX. 8" CIP W/L (ASSUMED LOCATION) o _ _ _ # _ __ �� Side Slope 2 OH 1 OV
\ SS ss ss -DISIURWCE^ - w 1D wv r�� - - - - Spillway Length (FT) 6.25 (Riser Circumference)
ss sr EX.Sg " SS _ \ W EX. 8"w L - \ Height of Berm (FT) 4
IEX. SSMH "I"Mm 9 CONTRACTOR TO FIELD ; _ SS SS SS SS ss 6 �W Top of Trap Length (FT) 52
RIM=355.14 �� -�-� ATER SERVICE TO-BI- 9 F� ss
8"VCP N-348.98 ` OCATIRV OF DISCONNECTED AT THE MAIN PER CITY ss Top of Trap Width (FT) 34
( )- EX. WATER SERVICE ss
8"VCP(E)=348.61 ` T DEMO AND�REMO _ _ _ - -�� RALEIGH STANDARDS. IN LIEU OF
/ 0 ARR - SAWCUTTING ACROSS ROAD, POTHOLE �� Storage Volume Required (FT) 1620
8"VCP(W)=348.73 EXISTING P KING EA - 9 INCLUDING EXISTINCONNECTION;.: DISCONNECT THE SERVICE �
G / ' Storage Volume Provided (FT) 2380
` PAVEMENTWALLS, AT THE MAIN, AND FILL ENTIRE
TQ 3 , 6 - ABANDONED SERVICE WITH FLOAWABLE LIMITS OF 9
\SIDEWALKS, C RB AN/� -- --; DISTURBANCE Sediment Surface Area Required (FT) 1270
S .GUTTER, PAINT STRIPE UNDERGROUND �, FILL PER RALEIGH STANDARDS. (TYP.) - 3 - Sediment Surface Area Provided(FT) 1290
LIGHT POLES, 0 ELECTRICAL EX. ELECTRICAL 9 -
- / AND FENCES � SAWCIJfi-ftN�f2EPLACE EXISTI)1� - - 6 co 5+- - AN �p ID II REMAIN- VAULT AND LIGHT CURB AND PAVEMENT. GRANITE _ - Number of Skimmers 1
LD J _ POLE TO REMAIN
_ s CURB TO BE SALVAGED AND T9 w Skimmer Size (IN) 2
}�D e $ R _ - LD LD REMAIN IF POSSIBLE. -- SILT FENCE EX. ELECTRICAL
SF SF = - LD ID TMp• Skimmer Orifice Size (IN) 1
- - - 9 � sF--� ^, _ _ - - - - - VAULT TO REMAIN
SF F - I LD
! EX. PAINT TO B � / - -3n -- -----� sF S �---- � Ant -Flotation Block SEE SIA
L _ 6 REMOVED '� - �'-
LD 6
L: -�- �_ 3n - "gal - -3n �n- - ��- I �sF= _ Riser Diameter (IN) 24
- ----- - �' - _ Barrel Diameter(IN) 15
I I I EX. ;GAS E ICI I I I EX. WATER METER - - - - - - - = z g \
III TO EM U�1 I I- - TO BE REMOVED - - - - - - - - - - Notes:
I iX. GRANITE CURB TO BE / I i I
I --- � '"------I 1 � � EX. WATER vv3s 1. SIDE SLOPES PERTAIN ONLY FOR THE VERTICAL HEIGHT FROM
I REMOVED AND REPLACED
-JI I I 1 1 -I I ---I METER \�
I � ( WITH LIKE MATERIAL � I 9 � � I .�
_ \ THE BASE TO THE TOP OF THE BERM.
I / / I I I III II SILT FENCE OUTLET AT I �`� 2. SEE DETAIL ON SILT FENCE AND BAFFLE SPACING.
3
I ALL LOW POINTS (TYP.)
DEMO AND I DEMO AND REMOVE I e`- EROSION CONTROL LEGEND
I I EXISTING PAVEMENT
�� I /. � 9 I SILT FENCE SIL'1ENCE OUTLET AT REMOVE EXISTING I
II I (TYP.) / ALL LOW,POINTS TYP.Z_ 2-STORY BUILDING I CURBCONCRAND GUTTER SILLIMITST
II I I Illlllllli SILT FENCE OUTLET -SF -SF -SF -
I \� I � I �I DISTU 0 E I I I -II / i U-TP-TP-TP- SILT FENCE
f I I ® hh TREE PROTECTION FENCE
� II 11(�'> �I 91 III ' - I
PROPERTY LINE EX. BOLLARDS, n 3
I II I I I I _ - PROPERTY
ABANDONED TO BE ABANDONED ELECTRTELEPHICAL ANDONE BOXES I I II I N F INLET PROTECTION LD LD
� I � I � I TO BE REMOVED I II 3 1 LIMITS OF DISTURBANCE
L - yI I I I I GLENWOOD
GLENWOOD FFAVE LLC INLET PROTECTION WOODED AREA
N/F / E-' ICI I I - # -' TEMP. GRAVEL CONSTRUCTION I I I PIN 1703-49-4101 FOR EXISTING STRUCTURES
FMW AT 701, HILLSBOROUGH LLC ��,� I I I I I N/F I I I _ ENTRANCE/EXIT II f I DB 16926, PG 570 ����� DIVERSION DITCH
Q
701 H�L,LSBOROUGH ST ( QQ I � GLENWOOD TWO LLC 0.70 AC.
PIN 1'03-49-0106 _ ^,' ++ir IEX• W M R N I 623 HILLSBOROUGH ST I I PVALLAS ARTNERSHIP LTD II I ' I I ZONING: DX-12-UG, DX-12-UL TEMPORARY SLOPE DRAIN ° o°�Q°� o o°,Q°�
DB 1 37, PG 2509 �J TO BE R MO 1- -< j� -�� PIN 1703-49-1158 I o�v °' °­°d
BM 87� PG 1251 I I 111 �� ° I DB 17043, PG 1871 I 621 HILLSBOROUGH ST II I I I I I I o° °� o °° o° �o U°
0.28 AC. I ° ° CONSTRUCTION ENTRANCE/EXIT
DEMO AND o o 0
.43 AC. I a % I % ° \ ZONING: DX-12-UG I PIN 1703-49-2128 I REMOVE EXISTING - I / 3 vO o" ° o° vO O" °
ZOM NX-7-UL I I I DB 6218, PG 552 I II \ FILTER BERM o uO��
- ° I I i -2=STORY BUILDING - - -- - / °° °� o �°
0-4 /� - ° - I ZONING: DX 12-UG II, - I II ° ° _ o0 0
° ° °
PROPOSED F U E PROJECT SITE
R N E ONLY ' I IIIII� I II I III II 'I I I I VARIABLE WIDTH II I I III
I I I I
I 3I 6G
y�
D
bL`TICHECK DAM
DRAINAGE EASEMENTDEMO AND TO BE ABANDONEDREMOVE EXISTI350ASSUMEOIMPERVIOUS N +_M DEMOLITION LEGEND
ATI 1-STORY BRICKTRANSBUILDING DEMO AND REMOVE -
XIS CONSTRUC�ION ETINGRAVEL PARKING
/CASE S ENTRANCE/EXITUG EXISTING ING UNDERGR
OU
ND UTILITY
DUMPSTERPAD, TO BE REMOVED
EX. WATER SERVI E TO BE SIDEWALKS, CURB AND
I
I I / I 'I DISCONNECTED AT THE MAIN PER � III GUTTER, LIGHT POLES, II I II
I I -
LIMITS AREA BE REMOVED
OF RALEIGH STANDAFDS. IN LIEU OF °� CLEANOUTS, AND FENCES DISTURBANCE A D
GUTTER,
SAWCUTTING ACROSS\ ROAD, POTHOLE � (TYP-) ASPHALT, CONCRETE
CONNECTION, DISCONN CT THE SERVICE PROPERTY LINE PAVING, ETC.)AT THE MAIN, AND FILL -,ENTIRE I TO BE ABANDONED
ABANDONED SERVICE WITH ABLE EX. AC U ITSW
T-FILL PER RALEIGH STANDARDS. I I
I / / 11 I BE REMED NOTE: SEE PLAN FOR DETAILED DEMOLITION PROCEDURES,
jv= SEQUENCING AND SPECIFICATIONS.
PROPERTY LINE I CONSTRUCTION SEQUENCE - STAGE 1
EX. POWER POLE AND 9 / �� \ TO BE ABANDONED I L J I �\
OVERHEAD POWER TO B ( I / - - ' / / /I J R E I I / - - - 1 EX. OVERHEAD �� \ 4 �`� 1. OBTAIN A LAND DISTURBING PERMIT.
REMOVED OR RELOCATED A \ I II I I ' /// _ _ _ -� \ ELECTRICAI TO / / / I I /
NEEDED. CONTRACTOR TOLL-- I II I -�X- - BE REMOVED / / / I --��� \ //� 1i PREVIOUSLY APPROVED PROJECT 2, SUBMIT DOCUMENTATION REQUIRED UNDER THE SITE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY
COORDINATE W/ APPROPR TE I I - - - = - �! (TYP.) 6 / % N/F SEE CITY OF RALEIGH (NCGO10000) TO STORMWATER INSPECTIONS THROUGHOUT THE PROJECT.
UTILITY COMPANY I \ I II I 9 - .rr•
� r -\' / C61V5 HILLSBOROUGH GH ST CASE #SR-45-16
�.
/ PIN 1703-49-2196 \ � / � ° 3. PRIOR TO BEGINNING CONSTRUCTION CALL THE STORMWATER INSPECTIONS REGIONAL COORDINATOR AT
\ EX. SSMH II II I I I EX. STAIRS TO BE I I �% / DB 11575, PG 881 \ /�I T - �j��° N= 7% L (919)-279-1308 TO SCHEDULE AN ON -SITE PRE CONSTRUCTION MEETING.
\ RIM-353.13 II j - - - REMOVED 0.® ZONING:49 AC.DX12-UG ` I ' STORM DRAINA TO BE
"VCP(S)=346.01 * ^ I9 I -�-- - - - - � I � � I L - 4. INSTALL ALL PERIMETER SILT FENCE AND INLET PROTECTION, AS SHOWN ON THIS SHEET, PRIOR TO BEGINNING
I - - - , ` \ DX-12REMOVED OR ABANDQ IN
\ \ I I DEMO AND REMOVE trT - - - - - �_ __- - - - I _ - - J PLACE AND FILLED DEMOLITION OF EXISTING GRAVEL, CONCRETE, STRUCTURES, ETC.
EXISTING BRICK BUILDING I rr - \ / I FLOWABLE FILL. X
\ I II AND PARKING DECK I / I % _ _
- - EX. LIGHT POLE I TEMPORARY INLET �` 5. CALL THE RAPID RESPONSE NUMBER [phone] TO SCHEDULE A STORMWATER SITE INSPECTION.
INCLUDING EXISTING I TO BE REMOVED "� `'' I - I / _ ' \9 •
PAVEMENT, PARKING KIOSK, I I TEMPORARY CHECK - -- I ' PROTECTION (TYP.) \\ 6. UPON APPROVAL OF STORMWATER INSPECTION COMMENCE WITH THE PERMITTED LAND DISTURBING ACTIVITY SIDEWALKS, CURB AND (TYP-) I �'AM (TYP.) /"ti OUTLINED BELOW.
\ I GUTTER, LIGHT POLES, AND �j
TEMPORARY INLET CLEANOUTS N/F PROTECTION (TYP.) I L 34 X. WALL TO BED 1 7. BEGIN DEMOLITION OF ALL SITE FEATURES REQUIRED TO INSTALL THE TEMPORARY SEDIMENT BASIN SB-1.
o GLENWOOD TWO LLC EX. DI EX. UNDERGROUND I- -- -- -- -- REMOVED �
/ II II e- I II 11 S BOYLAN AVE GRATE=343.53 ELECTRICAL TO BE I I TEMPORARY CHECK I �� 8. INSTALL SEDIMENT BASIN SB-1 AS SHOWN ON THESE PLANS.
II U I PIN 1703-49-1076 12 RCP(E)=342.65 REMOVED (TYP.) PROPERTY LINE DAM (TYP.) I 3
of I I DB 17043, PG,�1865 TO BE REMOVED I I 4rr
/ 1 `� I 11 0.39 AC. TO "BE ABANDONED! I �/ 9. PRIOR TO COMMENCING ADDITIONAL GRADING AND DEMOLITION OPERATIONS FOR THE SITE, CALL 919-857-4412
>;I ll I �t J !r N
I� ., ZONING: DX-12-UL L1 Ll EX. DI I - -346- I J I II W FOR AN INSPECTION OF THE TEMPORARY SEDIMENT BASIN, IF APPROVED COMMENCE WITH ADDITIONAL STEPS IN
I -I / GRATE=343.47 I I STAGE 1.
III V) �- - 1 TEMPORARY DIVERSION ? 12"RCP(S)=340.56 I I I'
17 g� 8 DITCH/BERM. (TYP.) W.
12"RCP(W)=340.56I I I TEf�PORARY DITCH TD-2 LINED WITH
II + - �- - - - - - - I TO BE REMOVED �3 r NAG ERONEr ITCH OR EQUIVALENT. 10. BEGIN DEMOLITION OF REMAINING SITE FEATURES SITE AS SHOWN ON THIS PLAN AND THE DEMOLITION PLAN
' I I ' I I - - - - - - - - - - - - - I \ TEM ORA 18 ASSOCIATED WITH THIS PLAN SET.
IIII I 3 I I -► I I TEMPORARY H K I s` HPP SLOPE D I 1
II a � I I I I - �►��CHECK '�,�, / r- =d ) I 11. GROUND COVER SHALL BE PROVIDED AS FOLLOWS:
700 WESTNMORGAN LLC PUBLIC RIR�W WIDTH I II II I I (- - J ��►��.��� DAM (TYP.) i I L I I i i I II FOR ALL AREAS OF MODERATE AND/OR STEEP SLOPES, PROVIDE TEMPORARY GROUND COVER IF THE SLOPE
PIN 1703-49-0004 I I I� II I x I X Ipp I I TEMPORARY DITCH TD-1 LINED WITH �'����►� I- - 34 __ - - - I I 11 HAS NOT BEEN DISTURBED FOR A PERIOD OF FOURTEEN (14) DAYS.
DB 11755, PG 933 I J II \w w I r I I NAG ERONET C125 OR EQUIVALENT. TEMPORARY CHECK DAM
EX. PAINT TO BE COIR'BAFFLES (TYP.) �I�! I I L SB-1 • PROVIDE GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ANY PORTION OF THE SITE UPON WHICH
0.15 AC. REMOVED I I EX. GAS LINE (ASSUMED (TYP.)
ZONING: NX-7-UL I I I LOCATION) TO REMAIN. I \\� (SEE BASIN DETAIL FORI I II(SEE SUMMARY TABLE) FURTHER LAND -DISTURBING ACTIVITY IS NOT BEING UNDERTAKEN WITHIN FOURTEEN (14) CALENDAR DAYS OF
INSTALLATION) I II
Ex. CB r CONTRACTOR TO FIELD � I _ I I TEMPORARILY OR PERMANENTLY SUSPENDING LAND DISTURBING ACTIVITY.
TOP=351.99 19 A II I VERIFY I \ O SKIMMER DEVICE - I I III I I
12"RCP(E)=349.47 I SILT FENCE I (• I I • ESTABLISH PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN FOURTEEN (14) CALENDAR
I I I (TYP.) EX. CB TO BE CONVERTED ATTACHED TO RISER I 3 _ I II I PROPERTY LINE DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND/OR PRIOR TO FINAL INSPECTION.
EX. JB I BARREL.
RIM=352.17 III � �� I II I SILT FENCE OUTLET AT I \\ TO CITY OF RALEIGH , I I TO BE ABANDONED
STANDARD CB �1
I
n
ALL LOW POINTS (TYP.) I
18"RCP(E)=349.34 I I / 9 II I Is RISER STRUCTURE' 77�I TEMPORARI� INLET III 12. MAINTAIN DEVICES AS FREQUENTLY AD NEEDED IN ACCORDANCE TO ENSURE LIMITED FAILURES AND TO PREVENT
12"RCP(W)=349.46 I EX. JB I �sLLT FENCE OUTL T I (TYP•) I PROTECTIO (1YP.) II ACCELERATED EROSION, OFF -SITE SEDIMENTATION, OR REPETITIVE NON-COMPLINACE ISSUES.SILT FENCE, INLET
12"RCP(NW)=359.58 / EX. CB TO BE CONVERTED PROTECTION AND OTHER SIMILAR FEATURES MUST BE CLEANED OUT BEFORE THEY ARE HALF FULL. CLOGGED
I TO CITY OF RALEIGH (ASSUMED LOCATION) AL LOW POINTS .) - =-- I II
II II STONE FILTERS MUST BE REFRESHED/REPLACED. SILT FENCE CAN NOT HAVE HOLES OR TEARS
/ I I STANDARD CB NIV IN(Oj4046.41 I \ T MPORARY INLET I
_ �, - I STMP FENCE 13. SUBMIT DOCUMENTATION REQUIRED UNDER THE SITE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY
T - - - I %I INV OUT=346.41 � (TYP.) - J
- / X PROTECTION TYP. I - - - - -
/ / _ _ - ! ) E E - - - (NCGO10000) TO STORMWATER INSPECTIONS THROUGHOUT THE PROJECT.
n0 _ - N 87V8'S1=W 151.82 SS �y $$�� _ _
�T - - _ - - - - - - - - Iy �w --� I GREM AIN N 6+. 14. PRIOR TO COMMENCING PHASE I -STAGE 2, CALL THE RAPID RESPONSE TEAM AT 919-279-1308 FOR AN
-_ �� .�� T I `EA I� `� h INSPECTION. IF APPROVED, COMMENCE WITH STAGE 2.
\ \ F S Ts0 , SD - _��---�� --- _-� -�s�ds ise��s --- M Wv
\ EX. CB s0
7 - -----� i ��� M M M M-
\ TOP=35�1.�6 A A A X. 15" RCP SD -�- - - � �'� EX 5" RCP
\ \ 12°RCP(E)=3 0.403 0' I \ '- - - - -' - _ _ _
m m f- Cn I i� X-1fr"-� P--
alv ti as--��---- / ---L � W � \ \ \ X 8" CIP W L �6 EX. GAS LIN\ TOP C343.17 � _ EX. CB /
I
_ ASSU D LOCATION) � PTO REMAIN \ 15"RCP(S)=338.31 � 6 9 6 - -� T/C=345.37
I m
1 rrrr� I Gl G7 = .. W / EX. FIRE
® ' cn m m m -W 15"RCP(E)=339.17 iR
EX. WER POLE�A�JD m ci m W w HYDRANT
�/ m EX. CB W W_ _ t5'RCP(W)=339.07 �'°`
OVER :AD POWER TO BE '- I/ - _-� / EX. JB T/C=343.13 ci a W '"
/ RELOCATED AS NEEDED. f PORARY INLET �_ � (ASSUMED LOCATION) 15"RCP(N)=337.37 U EX. JB /
/ CO ACTOR TO COORDINATE `� �' p ECTION (TYP.) LIMITS OF � _ INV IN43.5§- 15"RCP(S)=337.27 - = RIM=343.07 ��`
/ W�APPROPRIATE UTILITY pI ER SERVICE TO BE DISCONNECTED INV IN(N)=338.7 � 15" RCP(NE)=336216 E--�
/ COMPANY �j I ' / / THE MANHOLE PER ;CITY OF RALEIGH / I
(TYP ' / EX. SMH 15"RCP(W)=33 .79 EX. 3 x u� 15" RCP(E)=336.16
TANDARDS. IN LIEU OE SAWCUTTING RIM 345.38 15"RCP(E)-338.79 RIM=342.90 w w -15" RCP(W)=336.16 _ DISTURBED AREA = 2.00 AC.
Y� DISCONNECT ACROSS OApTHE SERVICEATTHETIMAIN, / 6ON,"( )=338.18 / 7 ; 15 RCP(N) _336.93 12" PVC(NW)=339.21
- Vu �Qu oiu �� AND FILL ENTIR ABANDONED S RVICE WITH / 8"VCP(E)=338.23 / 15"RCP(W)=336.93 I 18" RCP(S)=336.06
- - - - - - �o / / / _ - _ - - / FLOAWABLE FI PER_RALEIGlf,STNDARDS. / - / EX. 8" SS 15"RCP(E)=336.9 EX. 8" SS
n0 -Fo - ^� - - _ -3 - - - - _N1 ALL CONSTRUCTION SHALL BE IN
dF
EX. SSMH o \ �- ®� _ - cs - _ cisS - - - ACCORDANCE WITH THE CURRENT CITY
RIM=352.57 �\ _ - - - _ _ _� _ - - - - - 0 - _ _ _ I -�L OF RALEIGH ENGINEERING DESIGN AND
8"VCP(N)=344.38 _
8"VCP(S)=344.26 Ir EXISTING - - -/ - _ - - - _ 7__ •-_ CONSTRUCTION STANDARDS
SS SSI�I I II I I® DEMO AND REMOVE -� ------ ss �/
III I I R GAN S T . rL ►' - - - - � - �M SS Ss
HYDRANT I I I II I M (VARIABLE WIDTH PUBLIC R yy DRIVEWAY,
, PAVEMENT,
-r _ _ _ _ ---- - -�- _
PLANNED PARENTHOOD OF GREATER III o I" VA / ) I / WALLS, SIDEWALKS, CURB I I 1 -Y _ _ - NOTICE TO CONTRACTOR
RALEIGH INC I ' I II I � I .. -��° - ,�
EXISTING GAS LINES ARE PRESENT ON
100 S BOYLAN AVE I I III I I II I I N/F , �� POLES UTTER, AND LIGHT I I I E E E
PIN 1703-38-9868 CROCKER FAMILY EROSION CONTROL MAINTENANCE PLAN SITE. CONTRACTOR IS TO VERIFY
DB 4798, PG 489 ( ~ II u I I 1 1 '' Ih I I PROPERTIES LLC I \ I II
0.47 AC. 615 W MORGAN ST 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED BY THE SITE CONTRACTOR FOR LOCATIONS PRIOR TO ANY EXCAVATION
ZONING: OX-7-UL EX. VARIABLE WIDTH PIN 1703-48-1885
PUBLIC R/W DB 16759, PG 165 STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE CONSTRUCTION ACTIVITY TO MAINTAIN
0.63 AC. EVERY WEEK. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN ALL MEASURES AS DESIGNED. THE SAFEST ENVIRONMENT POSSIBLE.
ZONING: DX-7-UL
2. SEDIMENT FENCES SHALL BE INSPECTED AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. REPAIRS SHALL
BE MADE IMMEDIATELY. SEDIMENT DEPOSITS SHALL BE REMOVED AS NEEDED TO PROVIDE ADEQUATE STORAGE
VOLUME FOR THE NEXT RAINFALL EVENT, AND TO REDUCE PRESSURE ON THE FENCE. FENCING MATERIALS AND
SEDIMENT DEPOSITS SHALL BE REMOVED, AND THE AREA BROUGHT TO GRADE FOLLOWING STABILIZATION OF
UPGRADIENT DISTURBED AREAS.
'J
McADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
HERITAGE PROPERTIES
501 FAIRMONT AVENUE, SUITE 101
TOWNSON, MARYLAND 21286
PHONE: [phone]
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REVISIONS
NO. DATE
1 XX. XX. XXXX REVISION DESCRIPTION
PLAN INFORMATION
PROJECT NO. HTG-17000
FILENAME HTG17000-EC1
CHECKED BY CHT
DRAWN BY CHT
SCALE 1"=20'
DATE 12. 1S. 2018
SHEET
EROSION CONTROL PLAN
STAGE I
EC�l
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

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■ , / I I HILLSBOROUGH 630 LLC N/F N/F '
1 L 11 / 630 HILLSBOROUGH STREET AYCOCK, MAHLON L WILDER, RYON W I HSA LIMITED PARTNERSHIP
PIN 1703-49-1348 618 HILLSBOROUGH ST 610 HILLSBOROUGH ST N/F
DB 16997, PG 1152 EXISTING PIN 1703-49-2349 I PIN 1703-49-3325 THE BAR STOOL INC
l EX. FIRE 0.30 AC. DB 2790, PG 13 DB 4908, PG 342 600 HILLSBOROUGH ST
HYDRANT- - ZONING: NX-7-UL HILL S ®R ®UGH S T • 0.38 AC. 0.34 AC. PIN 1703-49-4345
_ _ _ - - - - ! 1 ZONING: NX-7-UL ZONING: NX-7-UL DB 13828, PG 1200
��` I (VARIABLE WIDTH PUBLIC R/W) I VARIABLE WIDTH PUBLIC 0.18 AC.
�c \ - - - - -_ �� - - - _ _ _ _ - R/W ZONING: DX-7-SH
�G�c J --y-
ss ss -wLwG w w \ �W\- w- w / �- �-• G _ X. G ASLIRE-
s ss w- w- w- c_c-
ss-ss T ss ; w- w wG G SMS
c c- ---- �- -----_----
ss ss \ EX. 8" CIP W/L (ASSUMED LOCATION) _r_ -
ss ss LIMITS OF
w wv \ ----
3 ; ss ss EX. 8" SS EX. 8" W L
(TYP.) ss - w w \
1 - I EX. SSMH \ -9 - SS SS SS SS SS
1 / RIM=355.14 ��- '�-� -9 �� ss ss SS
/ 3 8"VCP(N)=348.98 ` / �- ��- -�� 7-ss -
1 8"VCP(E)=348.61 - - - - ��
/ 8"VCP(W)=348.73 - 9 \
LIMITS OF
DISTURBANCE
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Fo LD-
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=moo e c / \ sF - $ s LD to Lo SILT FENCE
9 / R - SF - sF - SF = s� `D 1D I o w (TYP. -
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ALL LOW POINTS (TYP.)
, - - - _ _ - ALL LOW POINTS (TYP.)
I
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I / 1
TEMP. GRAVEL CONSTRUCTION I ;
ENTRANCE/EXIT ,I l i \ J
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LIMrr- - -- - _
1 �I I III DI E I I s t� \v I I I 13
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METER
1- _ / � I I 1 LOT 3
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AC
FMW AT 7Q1, HILLSBOROUGH LLC ►--� Q II I 1I
701 H L,LSBOROUGH ST ( �-.� �� I 3E I \� ZONING: DX-12-UG
PIN 11103-49-0106 e
1 DB i 37, PG 2509 - 1 L -I - r I ( / /� /� & DX-12-UL
BM 87, PG 1251
.43 AC. � � ' I
I I I
I ZO NX-7-UL � a � I � __ _ �` / L IMPROVEMENTS LOCATED ON
I _� GLENWOOD ONE OFFICE, LLC
/I BE
\� I �3 \ Ivl HATCHED AREA TO BE
ZED PRIOR 0 I P \ \ - - - - - -- - - -- -- J �/ IF I APPROPRIATE TEO PLANS REVISED
ISEDER N =$
1 PROPOSED F U E PROJECT SITE Ix I I ICA
1 R N E ONLY III I I \I 1 REMOVAL OF SP-1. I / 1 0 i I I 1r 6 CASE #SR-45-16
1 ri
(ASSUMED 0� IMPERVIOUS)
z
1 TRANSA TI 70573539 L / LOT 1 - - 1 ----�
I
/CASE # S I I s 1 // / 36,938 SF
- �$ 8 I / < I / t0.848 AC
/ � � � I I / f � �„ \ I ZONING: DX-12-UG /
I / I-m\ a / & DX-12-UL 358 LOT 2 3 -
3,957 SF I I LIMITS OF U
LCJ TEMP. GRAVEL CONSTRUCTION t0.091 AC I I DISTURBANCE `
ENTRANCE/EXIT I / ZONING: DX-12-UG I� 3
� �x-� UL I
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PREVIOUSLY APPROVED PROJEC
d - s / I / SEE CITY OF RALEIGH
\ \ X. SSMH \ - I 3 CASE #SR-45-16
wI E
\8"VCP(S) 1346.91 II I - - - 1amm
I I /�
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348 / S f
I I9 / TEMPORARY CHECK L
DAM (TYP.) �� Z
348
TEMPORARY DITCH TD-2 LINED WITH ��
NAG ERONET C125 OR EQUIVALENT. /� 1 / \ ` N �� I
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TEMPORARY CHECK /
DAM TYP. �[ J ftft still
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1 _ �I I 351 (TYP.)
TEMPORARY CHECK DAM
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1 TEMPORARY DITCH
TD�-1 LINED WTH- TEMPORARY DIVERSION E- OSDITCD)
TEMPORARY CHECK
NAG ERONET C125 OR EQUIVALENT. HBERMTYPL
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1700 WEST MORGAN LLC I I I I II 1 � \ ��34__
PIN 1703-49-0004 ~� �l
1 DB 11755, PG 933 I �I \W w I COIR BAFFLES (TYP.)�' III I i II I
0.15 AC. VARIABLE WIDTH PUBLIC
I ZONING: NX-7-UL R/W II � HATCHED AREA TO BE (SEE BASIN DETAIL FOR I 11
N STABILIZED PRIOR TO INSTALLATION) .
EX. CB �I (I I SILT FENCE REMOVAL OF SB-1.
TOP=351.99 II�1131EI 9 I (TYP.) fff \ ATTACHED
DEVICE RE R, I -�� 1 I I
12"RCP(E)=349.47 t� C ED 0 SE
1 I I I SILT FENCE OUTLET AT \ BARREL. SEE SUMMARY 1 II1 ST-1
EX. JB TABLE SHEET C-X III I (SEE SUMMARY TABLE)
I RIM=352.17 L� � i�/ I I ALL LOW POINTS (TYP.)
18"RCP(E)=349.34 I I / 9s RISER STRUCTURI 11 0 11I 11
12"RCP(W)=349.46 / �(TYP-) 345 I III 11
12"RCP(NW)=359.58 I _ _ 4
CONVERT EX. CB - - 41CO
1- - T - - - - I % 9 TO COR STD CB a - 4 - �� - J�
/ - - - SILT FENCE I - - �' _ • � _
no - no - - -� /� I JB-118 a "�) a / SILT FENCE OUTLET AT _� ��`� - _ _ _ -T-
1- 1 \ G r ALL LOW POINM-PYP.) -ij �, 6 - - IW - - -
- �o I EX. CB-117 TEMPORARY INLET _ I� U 01
1 T-
\ \ EX. Cv8 9 sG \- gn �^ PROTECTION (TYP.) " M - wv
EX. J EX. 15�' RCP \s� - S -� M M M M C
\ TOP CP(E) 6 \ - - ` EX. 15" CI
\ 12"RCP(E)=3.40 3 0' (ASSU ED LOCATION \ V CON -EX -CCU 15��� G
Wv 4� \ \ TO COR STD CB °� m RCP, 6 - - X-15= RGP- - _ _ 'as
lNV IN - 46.41 _ \ V A \ EX. 8" CIP L \ \ �\ EX. CB 6 �- - _X �'_RCB os EX. CB -
I I I INV 0 = .41 w I\ w- ASSUMED LOCA N \ _ \ 6 T/C=343.13 9 T/C=345.37
1 `�--- a1 cn �� m -W-t j _ 15"RCP E=339.17 / EX. FIRE
/ I �- / cn - 15 RC S)=3 �w w w " w- (5"RCP(W)=339.07 HYD�ANT
��--� -�-" / EX. JB cI N a
/TEMPORARY INLET _ / _ ���I �� (ASSUMED LOCATION) . ;N�j R M 343.07 / I
EX. JB
PROTECTION (TYP.) LIMITS OF 4- - RIM=343.59 EX. JB �-� o ( )_
1 / ' DISTURBANCE! / / / INV IN(N)=338.7 � 15" RCP NE =33 6
(TYP.) / EX. SMH 15"RCP(W)=338.79 RIM=342.90 u, 15' RCP(E)=336.16 ~� I
- - - _ / f / I / / / RIM 345.38 15"RCP(E)-338.79 15 RCP(N)=336.93 W -15" RCP(W)=336.16
7 -
�_ I / / / / 6"(=338.18 / 3 15 RCP(W)=336.93 12" PVC(NW)=339.21
�p - ou �� / / / 8"VCP(E)=338.23 / 15"RCP(E)=336.93 I 18" RCP(S)=336.06
____ ___
1----- -- L --- �- / EX. 8" SS
-
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no - EX. 8" SS
no
rnl
EX. SSMH - \ - '� \ - - ® _ 3 `� - CIS
RIM=352.57 � �\ - ---�- -- %--�----\ I--
8"VCP(N)=344.38 -
1 8"VCP(S)=344.26 1r EXISTING - - -, - _ - - - _ �__ - L
1 II I I W . MORGAN SS ss - - - /
-� --- m----- ,
N F EX. FIRE I III I I I VARI R G1�� S T. - - -4� ® p- - - - _L _��, - ss_ ss _
PLANNED PARENTHOOD OF GREATER HYDRANT 111 I / III I (VARIABLE WIDTH PUBLIC R W / I r - - - - - --_-__ _- -�--- -
RALEIGH INC I I I 11 I r I / )\/ I I �r 1
1 100 S BOYLAN AVE I I I I I/ II I I N/F / 11 �1 I I I I 1 1 N/F
II
I PIN 1703-38-9868 II I I CROCKER FAMILY j � 344 L I- - I RALEIGH HOTEL GROUP, LLC
DB 4798, PG 489 i W II I I 1 1 5' Ih I PROPERTIES LLC I \ I II !� a I ins - - I I- - - - r 603 W MORGAN ST
0.47 AC. 615 W MORGAN ST PIN 1703-48-4920
ZONING: OX-7-UL VARIABLE WIDTH PUBLIC PIN 1703-48-1885 DB 16986, PG 2031
R/W DB 16759, PG 165 0.23 AC.
0.63 AC. ZONING: DX-7-UL
ZONING: DX-7-UL
EROSION CONTROL LEGEND
IIII�IIII� SILT FENCE OUTLET
INLET PROTECTION
INLET PROTECTION
FOR EXISTING STRUCTURES
TEMPORARY SLOPE DRAIN
FILTER BERM
CHECK DAM
-SF -SF -SF- SILT FENCE
- TP - TP - TP - TREE PROTECTION FENCE
LD LD LIMITS OF DISTURBANCE
WOODED AREA
DIVERSION DITCH
o RO °� 0f.0" �o° CONSTRUCTION ENTRANCE/EXIT
uo °°
O°
CONSTRUCTION SEQUENCE - STAGE 2
1. PENDING STAGE 1 IS COMPLETE AND ALL APPROVAL AND INSPECTIONS HAVE TAKEN PLACE.
2. BEGIN INSTALLING PROPOSED BUILDING FOUNDATIONS AND BUILDING RETAINING WALLS.
3. BEGIN GENERAL SITE GRADING SHALL COMMENCE IN ORDER TO ASSURE POSITIVE DRAINAGE.
4. ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 14 DAYS OF INACTIVITY.
5. INSTALL ANY CURB AND CONCRETE THAT IS CONSTRUCTIVELY FEASIBLE AT THIS TIME OF CONSTRUCTION.
ONCE NEW CURB LINES ARE ESTABLISHED MOVE SILT FENCE TO THE BACK OF CURB OR TO AREAS
THAT DO NOT IMPEDE FUTURE HARDSCAPE CONSTRUCTION.
6. INLET PROTECTION SHOULD BE INSPECTED AND MAINTAINED AFTER EVERY RAINFALL EVENT. NO OPEN
TRENCHES SHALL BE LEFT AT THE END OF THE WORK DAY. CONTRACTOR SHALL INSPECT AND REPAIR
ALL EROSION CONTROL DEVICES UNTIL THE AREAS HAVE BEEN STABILIZED AND APPROVED. THE CITY OF
RALEIGH STORMWATER CONTROL DEPARTMENT RESERVES THE RIGHT TO ISSUE A NOTICE OF VIOLATION IF
EROSION CONTROL DEVICES ARE NOT PERFORMING CORRECTLY. FOR THIS REASON THE CONTRACTOR
MAY BE REQUIRED TO INSTALL ADDITIONAL MEASURES AS REQUIRED IN THE FIELD TO PERFORM THE
CONTROL OF SEDIMENT LADEN RUNOFF.
7. GRADE OUT OFFICE BUILDING PAD FOR THE PROPOSED OFFICE BUILDING. STABILIZE GRADED BUILDING
PAD AREA WITH SUITABLE SUBGRADE MATERIALS.
8. ONCE OFFICE BUILDING AREA HAS BEEN STABILIZED CALL THE RAPID RESPONSE TEAM AT
(919)-857-4412 TO SCHEDULE A STORMWATER SITE INSPECTION. ONCE APPROVED BY CITY OF
RALEIGH STAFF, REMOVE THE TEMPORARY SEDIMENT BASIN SB-1 AND PROCEED WITH IMPROVEMENTS
PROPOSED IN THAT AREA.
9. GROUND COVER SHALL BE PROVIDED AS FOLLOWS:
• FOR ALL AREAS OF MODERATE AND/OR STEEP SLOPES, PROVIDE TEMPORARY GROUND COVER IF
THE SLOPE HAS NOT BEEN DISTURBED FOR A PERIOD OF FOURTEEN (14) DAYS.
• PROVIDE GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ANY PORTION OF THE SITE UPON
WHICH FURTHER LAND -DISTURBING ACTIVITY IS NOT BEING UNDERTAKEN WITHIN FOURTEEN (14)
CALENDAR DAYS OF TEMPORARILY OR PERMANENTLY SUSPENDING LAND DISTURBING ACTIVITY.
• ESTABLISH PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN FOURTEEN (14)
CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND/OR PRIOR TO
FINAL INSPECTION.
9. SUBMIT DOCUMENTATION REQUIRED UNDER THE SITE NPDES STORMWATER PERMIT FOR CONSTRUCTION
ACTIVITY (NCGO10000) TO STORMWATER INSPECTIONS, 919-279-1308.
10. WHEN STAGE 2 IS COMPLETE AND PRIOR TO COMMENCING TO STAGE 3 CALL 919-279-1308 FOR AN
INSPECTION.
1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED BY THE SITE CONTRACTOR FOR
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS
THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN ALL
MEASURES AS DESIGNED.
2. SEDIMENT FENCES SHALL BE INSPECTED AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.
REPAIRS SHALL BE MADE IMMEDIATELY. SEDIMENT DEPOSITS SHALL BE REMOVED AS NEEDED TO
PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAINFALL EVENT, AND TO REDUCE PRESSURE
ON THE FENCE. FENCING MATERIALS AND SEDIMENT DEPOSITS SHALL BE REMOVED, AND THE AREA
BROUGHT TO GRADE FOLLOWING STABILIZATION OF UPGRADIENT DISTURBED AREAS.
DISTURBED AREA = 2.00 AC.
EXISTING GAS LINES ARE PRESENT ON
SITE. CONTRACTOR IS TO VERIFY
LOCATIONS PRIOR TO ANY EXCAVATION
CONSTRUCTION ACTIVITY TO MAINTAIN
THE SAFEST ENVIRONMENT POSSIBLE.
ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE CURRENT CITY
OF RALEIGH ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
'J
McADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
HERITAGE PROPERTIES
501 FAIRMONT AVENUE, SUITE 101
TOWNSON, MARYLAND 21286
PHONE: [phone]
HERITAGE
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Y PROPERTIES, INC
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REVISIONS
NO. DATE
1 XX. XX. XXXX REVISION DESCRIPTION
PLAN INFORMATION
PROJECT NO. HTG-17000
FILENAME HTG17000-EC2
CHECKED BY CHT
DRAWN BY CHT
SCALE 1"=20'
DATE 12. 1S. 2018
SHEET
EROSION CONTROL PLAN
STAGE 2
ECIIIIIIIIIIIIIIIIIIIIIIIII

L II HILLSBOROUGH 630 LLC I AYCOCK, MAHLON LFWILDER, RYON W I N/F
630 HILLSBOROUGH STREET N/F
7 `/
i PIN 1703-49-1348 618 HILLSBOROUGH ST HSA LIMITED PARTNERSHIP THE BAR STOOL INC
DB 16997, PG 1152 EXISTING PIN 1703-49-2349 I i 600 HILLSBOROUGH ST
T T L� � 7 610 HILLSBOROUGH ST
I �+�"���®�®lJ �H S�• DB 0.38 AC. 13 PIN 1703-49-3325 PIN 1703-49-4345
0.30 AC.
ZONING: NX-7-UL DB 4908, PG 342
0.34 AC. DB 13828, PG 1200
( ZONING: NX-7-UL ZONING: NX-7-UL i 0.18 AC.
- - _ I VARIABLE WIDTH PUBLIC R/W) I ZONING: DX-7-SH
-wawa- c- -�-emswn�w cJG=GL c Q-c c =--- -w ww c G�c c - �_--`-
ss EX. RCP 8" SS w w- !w- w / w- w- r_ cio�c- c cSS
- - • _
ss EX. RCP 8" SS �� 9w w �� c c c ----
�\ ss --�_ SS SS SS w� Ml \ w- w- w- w w EX. 8W CIP W/W-(ASSUMED LOCAT ON) o
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ss ss EX. 8" RCP SS w
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7
SILT FENCE OUTLET AT 9
/ I ALL LOW POINTS TYP. - - TEMP. GRAVEL CONSTRUCTION
ENTRANCE/EXIT
PRECAST CONCRETE
_
- _
5 _ / / / 9 SILT FENCEWALLS TYP,
LIMITS OF (DESIGN OTHERS)
- \ LD LD I J (n,P) DISTURBANCE - - 9
(TYP.)
a�.� 7�5 / ✓ LD LD LID
�S'F � LD LD LD I �
1 �9 s _ _ ��
/ T a = _ _ - 3n T LD LD I 6
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PROPOSED © �__
_ R/W 35 � \ �
/ I I I f ��-- _---- 2
I� I \ --- I �3S
+ I I I 9 \ AREA DRAIN
II
304
(TYP.)
1 IT 20' MAX.
I / I \ II I I/ oF• � ��,FFE= BUILD -TO �
I �
1353.97
I n r
I
EROSION CONTROL LEGEND
SILT FENCE OUTLET
ila�ai�cz•�rx�rl:•�.
INLET PROTECTION
FOR EXISTING STRUCTURES
TEMPORARY SLOPE DRAIN
FILTER BERM
yaX•l.��l_l�l
SILT FENCE
TREE PROTECTION FENCE
LIMITS OF DISTURBANCE
WOODED AREA
DIVERSION
U, CONSTRUCTION ENTRANCE/EXIT
DISTURBANCEI ! ; ' / �v I I _ I CONSTRUCTION SEQUENCE - STAGE 3
1 I I FIRE RETAIL
_ - ` (NP') \ I ( 30'x30' CORNER = I ; O
PUMP FFE 352.97 I 3 I 1. PENDING STAGE 2 IS COMPLETE AND ALL APPROVAL AND INSPECTIONS HAVE TAKEN PLACE.
1
• ! ®, II II Z \ I t I STEP ACCESSORY LOT BUILD -TO / I I ACCESSORY STRUCTURE
NORTH BUILDING 2. INSTALL STORM DRAINAGE SYSTEM FROM EX. CB-1 17 TO AND INCLUDING THE SWMF (SEE SW SHEETS
RETAIL h STORMWATER I FFE=352.05 FOR DETAIL) AND FROM THE SWMF TO JB-200. INSTALL STORM DRAINAGE STARTING DOWNSTREAM AND
o I FFE=353.97 - _ CONTROL I AREA DRAIN 6' WORKING UPSTREAM OF THE DRAINAGE SYSTEM. BE SURE TO USE PIPE INLET PROTECTION ON ALL
FMW AT 701 HILLF�90ROUGH LLC �' II o I I 20' MAX. MEASURE A I i / (TYP) F , EXPOSED PIPES NOT CONNECTED TO A STRUCTURE AT THE END OF EACH WORKDAY.
( Q
701 HILLSBOf O GH ST rrr I I BUILD -TO » » I I N/F
PIN 1703-44 0106 I �' I I I STAIRS (SEE SW SHEET) I 3501 GLENWOOD ONE OFFICE, LLC 3. CONTRACTOR IS TO INSTALL CONCRETE, AND ANY REMAINING CURB AND GUTTER THAT IS
DB 16937,�3 2509 Z+ 1 GLENWOOD AVE CONSTRUCTIVELY FEASIBLE AT THIS TIME OF CONSTRUCTION.
E i x v / I' r I , II
0.43 ~ � J� 9 I I I (NP•) I I _ i PIN 1703-49-4101
BM 1987, IR 1251 I \ I \ I I I 3 I �I DB 16926, 0.70 AC. 570
a�' I4. ADJUST TEMPORARY CONSTRUCTION ENTRANCES AS NEEDED TO ALLOW ACCESS TO SITE.
ZONING: I�X7 UL-
I� ZONING: DX-12-UG, DX-12-UL STEPS WITH 5. ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 14 DAYS OF INACTIVITY.
I 1
I- W III I \ I I _ I I HANDRAILS / I 3 6. REMOVE TEMPORARY CONSTRUCTION ENTRANCES ONCE APPROVED BY THE CITY OF RALEIGH EROSION
r W I tO \ (TYP.) I I �`� '� CONTROL INSPECTOR.
I {]� W LAINAGE
LOBBYPRIVATE I I -�� _' 7. INLET PROTECTION SHOULD BE INSPECTED AND MAINTAINED AFTER EVERY RAINFALL EVENT. NO OPEN
/FFE=353.30 EASEMENT = TRENCHES SHALL BE LEFT AT THE END OF THE WORK DAY. CONTRACTOR SHALL INSPECT AND REPAIR
�a,IMPROVEMENTS LOCATED oN N ALL EROSION CONTROL DEVICES UNTIL THE AREAS HAVE BEEN STABILIZED AND APPROVED. THE CITY O_ GLENWOOD ONE OFFICE, LLC RALEIGH STORMWATER CONTROL DEPARTMENT RESERVES THE RIGHT TO ISSUE A NOTICE OF VIOLATION I
I PROPERTY To BE REVISED ON b AREA DRAT
�� � � � � � I / f �, I \ I \ , (Typ,) - APPROPRIATE PLANS UNDER � EROSION CONTROL DEVICES ARE NOT PERFORMING CORRECTLY. FOR THIS REASON THE CONTRACTOR
I CASE #SR-45-16 MAY BE REQUIRED TO INSTALL ADDITIONAL MEASURES AS REQUIRED IN THE FIELD TO PERFORM THE
---
IELEVATORS CONTROL OF SEDIMENT LADEN RUNOFF.
e I I � 8. INSTALL THE REMAINING CURB, BASE ASPHALT LIFT AND CONCRETE ON SITE.
4 1 \ 1 STEPS WITH I ILT ENCE NOTE: FINAL LIFT OF ASPHALT SHALL BE PLACED ONLY AFTER SITE IS COMPLETELY STABILIZED AND
4 \ HANDR�ILS I / I (TYP.) OFFICE ROOF SYS i \ I , / / / � � I tI � APPROVED BY THE EROSION CONTROL INSPECTOR.
CAMP I - . I AC TIE IN POINT i I (PROPOSED �UTl7RE--PROJE� � \ -« � / / TOR , � I � � � �_,
\ REFERENCE ONLY \ 1 � I I � I I I I � � � II � i' 9. ONCE GRADING IS COMPLETE AND THE SITE IS STABILIZED, CALL THE EROSION CONTROL INSPECTIONS
I/ I / PREVAUSLY APPROVED PROJECT SEE
ASSUMED 100� IMPERVIOUS I II / LOADING JI PRIVATE / I - CITY OF RALEIGH REGIONAL COORDINATOR AT (919)
-279-1308 TO REQUEST AN INSPECTION AND APPROVAL FOR
) I I I I I / \ DRAINAGE / / I CASE #SR-45-1 PHASE -I AND TO REMOVE TEMPORARY MEASURES. DO NOT REMOVE TEMPORARY MEASURES PRIOR TO
TRANSACTION 573539 I (� -REFUSE - � \ EASEMEN So ; ' STORMWATER INSPECTOR APPROVAL.
CASE SR-1B200 00-18 I I II I I I ` I' -FFE=352.8o- - /
II PRIVATE DRAINAGE 10. IF SITE IS APPROVED, SEED OUT AND/OR PAVE WITH THE FINAL LIFT ANY PROPOSED PAVED AREAS.
EASEMENT We
11. REMOVE SILT FENCING, INLET PROTECTION, ETC.
\ \\(jilrl II I RETAIL ��`�,\1 /-/ 12. ALL GRATES AND LIDS SHOULD BE INSTALLED AT THIS TIME.
\ \ ^ I / 11 - - - - FFE=349.80
I Oil II I 34 3 13. ONCE GRADING IS COMPLETE, TEMPORARY MEASURES ARE REMOVED AND THE SITE IS STABILIZED CALL
GENE JB-117B - - / _ LIMITS OF `� / �� THE RAPID RESPONSE NUMBER (919)-857-4412 TO SCHEDULE A STORMWATER FINAL INSPECTION.
TRAN FORMER I DISTURBANCE .I /� FULL STABILIZATION ON THE ENTIRE SITE IS REQUIRED IN ORDER TO OBTAIN A CO.
\ \ \ I I I I I =352.80 RATOR O \ \ 3g 3 (TYP.)
FE-352.80 ,•..„,,, „�„ - / / �� / /rl / I NOTE• LAND DISTURBANCE PERMIT SHALL EXPIRE TWO 2 YEARS FROM DATE OF ISSUANCE
RIM=353�1
\ \ 8"VCP(S) �46.01 I I
o
OSED
f
17 I I I
I• N
N/F I �I t z 2 II
700 WEST MORGAN LLC
o aD I
PIN 1703-49-0004 X� 19 \
DB 11755, PG 933 , I �I \0
0.15 AC. II Q I IIn
ZONING: NX-7-UL
�II
EX. CB �I 1 \
III za I
TOP 351.99
12"RCP(E)=349.47
/I
-T----�--_ I w % 9
^n -� \ /
\ TOP �7 �352.9�6
\ 12"RCP(E)=3 0.40 3 \
�w 'WV TEMPORARY INLET
PROTECTION (TYP.
w w�I\
° EJSSMH
/ / RII�"352.57
/ Sr'VCP(N)=344.38 \
OU
--�---_ __-- no /
-----1----�--- ^��-no
170
\` 1)0
A\ �/70
I/
NF
III�Iq � a
I
PLANNED PARENTHOOD OF GREATER I~ III � � I 9i3I
RALEIGH INC I l u
100 S BOYLAN AVE I I Np I
PIN 1703-38-9868 n w I I
DB 4798, PG 489 I i r B I 11 1 5' Ih I
0.47 AC.
ZONING: OX-7-UL
m ai1_ J m 01 m� ,,,- / 1 �cmnj
RETAININc� WALL �-_
/IGNyBY OTHERS) EX. CB 17
/ EX. JB/ / �y T/C=3 3.80 ! EX. JB
- EX. JB / (ASSUMED LOCATION) I INV O�T(S)=339.00 (ASSUM
RIM=352 17 RIM= 50 40 LIMITS OFF
J
TEMPORARY DITCH TD-2 LINED WITH
ERONET C125 OR EQUIVALENT.
II ACCESSORYSTRUCTUREII SOUTH BUILDING
I I FFE=346.79
EX. PRIVATE
DRAINAGE EASEMENT
EX. SSMH
RIM=343.38
8"DIP(E)-334 27
EROSION CONTROL MAINTENANCE PLAN
I1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED BY THE SITE CONTRACTOR FOR
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS
I THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN ALL
MEASURES AS DESIGNED.
I 2. SEDIMENT FENCES SHALL BE INSPECTED AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.
REPAIRS SHALL BE MADE IMMEDIATELY. SEDIMENT DEPOSITS SHALL BE REMOVED AS NEEDED TO
I PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAINFALL EVENT, AND TO REDUCE PRESSURE
ON THE FENCE. FENCING MATERIALS AND SEDIMENT DEPOSITS SHALL BE REMOVED, AND THE AREA
BROUGHT TO GRADE FOLLOWING STABILIZATION OF UPGRADIENT DISTURBED AREAS.
SEE SHEET C-2 FOR ALL PROJECT,
SITE, GRADING, STORM DRAINAGE AND
UTILITY NOTES
ALL CONSTRUCTION SHALL BE IN
/ ACCORDANCE WITH THE CURRENT CITY
OF RALEIGH ENGINEERING DESIGN AND
I�111 11 8 DIP(S)=334.27
r 11 + vv
u �
-_�
EXM 15"' RCr ".dK
CONSTRUCTION STANDARDS
/ *WARNING* ACTIVE GAS LINES ARE
PRESENT IN THE VICINITY OF THIS
PROJECT. CONTRACTOR TO FIELD
VERIFY AND LOCATE ALL GAS LINES
AND OTHER APPLICABLE SITE UTILITIES
PRIOR TO CONSTRUCTION.
i -X 1 ter- _�
as ---- sD�3-
_ EX. /CB - /
� T/C=345.37
-w 15/"RCP(E)=339.17
Na W-W- w� �5"RCP(W)w 339.07 /
w w�w�
o EX. JB / I
RIM=343.07 I
/ RIM=34 .tea 15"RCP S-337.27 ' _ 15" RCP(NE)=3366 0
18"RCP( )=349.34 INV IN(N)=346.41 DISTURBANCE / EX. SSMH INV I (N)=338.79 EX.( JB io ^� 15' RCP(E)=336.'16
12"RCP W)=349.46 INV OUT=346.41 TYP.) / x x 15" RCP W =336.16
/( ( / RItv1�345.38 1 �P(W)=338.79 I RIM=342.90 W w ( )
12"RCf(NW)=359.58 / 8" CP(E)=338.23 /15" RCP(E)=338.79 3 15"RCP(N)=336.93 I 12" PVC(NW)=339.21
/ / / 15"RCP(W)=336.93 18" RCP(S)=336.06
EX. 8" DIP SS 15"RCP(E)=336.93 $ EX. SSMH
_SS ss ss EX. 8" DIP SS RIM=342.98
- •"� ` \- - - - - 8"DIP(N)=333.68
\ \ - (-nl 8"DIP (W)=3 3.48
I EXISTING _ - ^I I _
I I W. S EX. SSMH / ■ � � _� - -�-- -S � SS - - �/ r/ W gD �
MORGAN +J RIM Z-43:25- 3&4/ I�- _ _ _ _ �- SSA SS SS MI MI
�I I (VARIABLE WIDTH PUBLIC I 8'DIP(E)=333.06 ® I Y- - �--L= - _ SS/
r I BLIC R/W) I \ 8"DIP(W)=334.74 I I I JP
N/F f 10"DIP(16"ENCASEMENT) I �r 1 1 1 1 1 N/F ~ __
I I CROCKER FAMILY PROPERTIES, LLC I + / (S)=333.05 I 1 01 344 L I_ _ _ I -�
11 615 W MORGAN ST I II 1,1,E I , �, - _ L� _ _ _ I RALEIGH
W ORGAN GROUP, LLC
PIN 1703-48-1885 PIN 1703-48-4920
DB 16759, PG 165 DB 16986, PG 2031
0.63 AC. 0.23 AC.
ZONING: DX-7-UL ZONING: DX-7-UL
DISTURBED AREA = 2.00 AC.
'J
McADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
HERITAGE PROPERTIES
501 FAIRMONT AVENUE, SUITE 101
TOWNSON, MARYLAND 21286
PHONE:[phone]
r HERITAGE
PROPERTIES, INC
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REVISIONS
NO. DATE
1 XX. XX. XXXX REVISION DESCRIPTION
PLAN INFORMATION
PROJECT NO. HTG-17000
FILENAME HTG17000-EC3
CHECKED BY CHT
DRAWN BY CHT
SCALE 1"=20'
DATE 12. 15. 2018
SHEET
EROSION CONTROL PLAN
STAGE 3
EC-3
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

L II fil• I�� HILLSBOROUGH 630 LLC AYCOCK, MAHLON LFWILDER, RYON W I
7 630 HILLSBOROUGH STREET I N/F , N/F
PIN 1703-49-1348 618 HILLSBOROUGH ST HSA LIMITED PARTNERSHIP THE BAR STOOL INC
DB 16997, PG 1152 EXISTING PIN 1703-49-2349 I 600 HILLSBOROUGH ST
610 HILLSBOROUGH ST
I HILLSBOROUGH STD DB 0.38 AC. 13 PIN 1703-49-3325 PIN 1703-49 4345
0.30 AC.
DB 4908, PG 342 ' DB 13828, PG 1200
, _ ZONING: NX-7-UL 0.34 AC. 0.18 AC.
ZONING: NX-7-UL ZONING: NX-7-UL
/�Oc �/ � � � ❑O - - - � _ _ _ ��- _ (VARIABLE WIDTH PUBLIC I ZONING. DX-7-SH
-----
\ ----- ------ W.
f R W
-WG� w= G WG�G G G 0 G G G -�
W W G G-
ss ss T EX. FRCP 8" SS W w ! w- w�- W- �- GLD � G c G G G �- - - - - _ _ _ 1 - ` , - -- Fo _
39 \_ss ss 3 W g w w W w G c -� _ FS
ss- G- G ---- _ �-
I �- ss w w w- W- W EX. 8W CIP W/L (ASSUMEDLOCATION)
- ss ss _ ss -r- \ W 1p
- \W� W WNM WVjumm ss"� ss ss EX. 8" RCP SS W ; g \ ` ss ss ss �_ w w w w ' ` --W_ W- Wv
_ ss _ 6
� i SS W�
/ / t / \ I \ \ \ 9 f--- ss �s ss EX. 8" RCP IS
I
3 ` 3 0,, I ■ � �� I � Ssss
` SILT FENCE OUTLET AT - - g \ I
ALL LOW POINTS (TYP.) / I
/ / I TEMP. GRAVEL CONSTRUCTION
/ ENTRANCE/EXIT T
- PRECAST CONCRETE -
_ _ WALLS TYP.
-
�- LD g SILT FENCE LIMITS OF DESIGN BY OTHERS 6
_- = - a, LD -- TYP.) DISTURBANCE ( )
F0- i �' LD ( (TYP.)
E SF �D %% SILT FENCE OUTLET AT
-_
SF �SFI _� LALL LOW POINTS (TYP.)
S SF W LD
in
--- NSF--
06 ��llan SF
/ I W
3 /
Li
0.
- 1 N/F
I �I
FMW AT 701 HILLSR ROUGH LLC
701 HILLSBORQ GH ST
PIN 1703-41 i 0106
DB 16937, P 2509 Z�
BM 1987, P 1251
0.43 A
ZONING: iXI� 7rUL
r
\ I \00
II SILT FENCE OUTLET AT ALLY
POINTS (TYP.)
7
I (PROPOSED _FUTURff-PROJ9SITE, \�
REFERENCE ONLY
(ASSUMED 100% IMPERVIOUS)
TRANSACTION# 573539
CASE # SR-100-18
n
N/F
700 WEST MORGAN LLC
PIN 1703-49-0004
DB 11755, PG 933
0.15 AC.
ZONING: NX-7-UL
RIM-3TP1 3
8"VCP(S)=346.01
EX. CB
TOP=351.99
12"RCP(E)=349.47
\ \ EX. C\B
\ TOP=352.96
\ 12"RCP(E)-3550.40 \
■ rt
EX.�SSMH
RIMS�-352.57
/ �''VCP(N)=344.38
8"VCP(S)=344.26
N/F
PLANNED PARENTHOOD OF GREATER
RALEIGH INC
100 S BOYLAN AVE
PIN 1703-38-9868
DB 4798, PG 489
0.47 AC.
ZONING: OX-7-UL
g \ cl I I INV OUT(S)=346.68
�I :D
I cl I I CONVERT EX. CB
TO COR STD CB
SILT FENCE OUTLET AT
ALL LOW POINTS (TYP.)
LCID
w� It I --
I SILT FENCE \
(TYP.) S
S T SD SD S -7- SD SD
EX. 5" RCP-
\ TEMPORARY INLET \ \ &
\ PROTECTION (TYP.) \
w� 7
Iw m w m w W EX. w SS \
/ RETAINING WALL
/ JB �- (DESIGN YY OTHERS)_
s OF
EX. JB (ASSUMED LOCATION) DISTURBANCE'
I I / RIM=352.17 RIM- 50.40 I (TYP.) /
18"RCP(E)=349.34 INV IN(N)=346.41
I / 12"RCP(W)=349.46 INV OUT=346.41
I / 12"RCP(NW)=359.58
no
nf no
no
�- F0F0
0%) T - (-
`` 170 -
IIV ,J�-JJJ.VV
��JJ I V �V..�IIVIV�
RIM=343,.59
- EX. SSMH
INV IN(N)=338.79
RIM�345.38
15; RCP(W)=338.79
8"VCP(E)=338.23
15"RCP(E)=338.79
/ / /
EX. 8" DIP SS
Ir D� I I EXISTING - - -/
4I III ►� I W. MORGAN ST. EX. SSMH / /
(VARIABLE I f RIM=343.25- �4
I III I I IIII P'� ( BLE WIDTH PUBLIC R/ W) ++ 8"DIP(E)_333.06
8 DIP(W)=334.74
�4
I I III I N/F 10"DIP(16"ENCASEMENT)I II CROCKER FAMILY PROPERTIES, LL(S)=333.056 11/I ,I
615 W MORGAN ST
I
PIN 1703-48-1885
DB 16759, PG 165
0.63 AC.
ZONING: DX-7-UL
ACCESSORY STRUCTURE
NORTH BUILDING
FFE=352.05
N/F
GLENWOOD ONE OFFICE, LLC
1 GLENWOOD AVE
PIN 1703-49-4101
DB 16926, PG 570
0.70 AC.
ZONING: DX-12-UG, DX-12-UIL
� N F �
=:U_
���'
PRIVATE DRAINAGE
6 EASEMENT ` _ PREVIOUSLY APPROVED PROJECT
( ITV nr MAI nnu
/ tAS
`LIMITS OF
DISTURBANCE .(
(TYP.)
TEMPORARY DITCH TD-2 LINED WITH
NqG ERONET C125 OR EQUIVALENT.
ACCESSORYOSTRUCTURE
SOUTH BUILDING
741�1 FFE=346.79
EX. PRIVATE
DRAINAGE EASEMENT
EX. SSMH
RIM=343.38
8"DIP(E)=334.27
8"DIP(S)=334.27
_ss .
I
I
I
I
I
I 7
I /
r�
I' ---T-- ,--'o
=Ri FxM 1541 RCP 1127
EROSION CONTROL LEGEND
II�III�II' SILT FENCE OUTLET
INLET PROTECTION
INLET PROTECTION
FOR EXISTING STRUCTURES
TEMPORARY SLOPE DRAIN
FILTER BERM
CHECK DAM
-SF -SF -SF- SILT FENCE
-TP-TP-TP- TREE PROTECTION FENCE
LD LD LIMITS OF DISTURBANCE
IIIIIIIIIIIIIIIIIIII110 IIIIIIIIIIIIIIIIIIIII0 _11� IIIIIIIIIIIIIIIIIIII110 IIIIIIIIIIIIIIIIIIIII0 DIVERSION DITCH
o Oo O°
off°° (� O° ° o °°
°Op°°°VVV°°�°vQn°° °°�°° CONSTRUCTION ENTRANCE/EXIT
° o 0o , o O�' �9b �o
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CONTRACTOR'S MAINTENANCE PLAN:
1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR STABILITY AND OPERATION
FOLLOWING EVERY RUNOFF PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY
NEEDED REPAIRS SHALL BE DONE IMMEDIATELY TO MAINTAIN ALL MEASURES AS DESIGNED.
2. TEMPORARY DIVERSIONS SHALL BE MAINTAINED DAILY BY THE CONTRACTOR SO THAT THEY ARE FUNCTIONAL
AT THE END OF EACH WORKDAY AND WHEN STOPPING WORK FOR RAIN.
3. REMOVE SEDIMENT BEHIND SILT FENCE WHEN DEPTH REACHES 6 INCHES AT THE FENCE. REPAIR SILT FENCE
AS NECESSARY TO MAINTAIN A BARRIER.
4. ALL SEEDED AREAS SHALL BE FERTILIZED, RE -SEEDED AS NECESSARY AND MULCHED ACCORDING TO
PROJECT SPECS TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE GROWTH.
5. MAINTAIN TREE PROTECTION FENCING THROUGHOUT DURATION OF CONSTRUCTION.
6. ALL OPEN STORM PIPES MUST BE PROTECTED WITH STONE FILTER PROTECTION AFTER WORK STOPPAGE EACH
DAY.
SLOPES AND SURFACE STABILIZATION:
1. DURING ALL STAGES OF CONSTRUCTION, PERMANENT GROUND COVER OR OTHER DEVICES OR STRUCTURES
SUFFICIENT TO RESTRAIN EROSION SHALL BE PROVIDED ON ALL DISTURBED AREAS WITHIN 14 DAYS FOLLOWING
A TEMPORARY OR PERMANENT STOPPAGE
2. CUT AND FILL SLOPES SHALL BE STABILIZED WITHIN 14 DAYS OF ANY GRADING PHASE.
3. SLOPE EROSION CONTROL MATTING SHALL BE INSTALLED FOR TEMPORARY STABILIZATION DURING THE
ESTABLISHMENT OF VEGETATIVE COVER ON ALL STEEP SLOPES (6:1 OR STEEPER).
4. INSTALL MATTING PER MANUFACTURER'S INSTRUCTIONS.
STANDARD NPDES NOTES:
1. THIS PAGE IS SUBMITTED TO COMPLY WITH NPDES GENERAL STORMWATER PERMIT NCGO10000.
2. THIS PAGE CAN BE APPROVED BY THE CITY PURSUANT TO NPDES GENERAL STORMWATER PERMIT
NCGO10000 ONLY.
3. THIS PAGE OF THE APPROVED PLANS IS ENFORCEABLE EXCLUSIVELY PURSUANT TO NPDES GENERAL
STORMWATER PERMIT NCGO10000.
4. THE CITY IS NOT AUTHORIZED TO ENFORCE THIS PAGE OF THE PLANS AND IT IS NOT PART OF THE
APPROVED PLANS FOR PURPOSES OF ENFORCEMENT ACTION UNDER THE CITY CODE.
SEEDBED PREPARATION:
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVER ADVERSE
SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO SIX INCHES DEEP.
r 3. REMOVE ALL LOOSE ROCK, ROOTS AND OTHER OBSTRUCTIONS, LEAVING SURFACE
REASONABLY SMOOTH AND UNIFORM.
4. APPLY AGRICULTURAL LIME, FERTILIZER AND SUPERPHOSPHATE UNIFORMLY AND MIX
WITH SOIL.
r ' 5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS
PREPARED FOUR TO SIX INCHES DEEP.
7 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING
EQUIPMENT OR CULTIPACK AFTER SEEDING.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN
THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE MORE THAN 60% DAMAGED,
RE-ESTABLISH FOLLOWING THE ORIGINAL LIME, FERTILIZER AND SEEDING RATES.
i/
9. CONSULT S&EC ENVIRONMENTAL ENGINEERS ON MAINTENANCE TREATMENT AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
1
m ' C - f01s - �Gs�X-15-GS sP- -as"S _ _ - - - , - Jl LI�i sn
-�
_ _ _ EX. 3 -
6 /
wv g I � T/C=345.37
I I I I -W w w o 15"'RCP(E) 339.17
L J W w W15"RCP(W)=339.07 /
EX. CB vNi o �LW W W
EX. JB
T/C=343.13 a I R M 343.07/ I `
15"RCP(N)=337.37
15"RCP(S)=337.27 15" RCP(NE) 335"16 I W
I EX. JB 15" RCP(E) 336.16 �� �■
RIM=342.90 w w I 15 RCP(W)=336.16 I -
15"RCP(N)=336.93 12 PVC(NW)=339.21
15"RCP(W)=336.93 18" RCP(S)=336.06
15"RCP(E)=336.93 EX. SSMH
EX. 8" DIP SS RIM=342.98
- - _ 8"DIP(N)=333.68
-�� -rrnl- ----- 8„DIP(W)=333.48as as
---_----_ - ---
ss ss = - - - - CO � IL_ J I I
I I I • I - - RALEIGH HOTELF GROUP, LLC - - -� - -"'�-
�� 344 L 1- _ I �� 603 W MORGAN ST Cr
I _ - - - _ PIN 1703-48-4920 �1
DB 16986, PG 2031
0.23 AC.
ZONING: DX-7-UL
ALL CONSTRUCTION SHALL BE IN
SEE SHEET C-2 FOR ALL PROJECT, ACCORDANCE WITH THE CURRENT CITY
SITE, GRADING, STORM DRAINAGE AND OF RALEIGH ENGINEERING DESIGN AND
UTILITY NOTES CONSTRUCTION STANDARDS
NPDES GROUND STABILIZATION
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY WATER
(HQW) ZONES
7 DAYS
NONE
IF SLOPES ARE 10'
SLOPES STEEPER
OR LESS IN LENGTH
THAN 3:1
7 DAYS
AND ARE NOT STEEPER
THAN 2:1, 14 DAYS
ARE ALLOWED
SLOPES 3:1 OR
7-DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50
FEET IN LENGTH
ALL OTHER AREAS
NONE (EXCEPT FOR
WITH SLOPES
14 DAYS
PERIMETERS AND HQW
FLATTER THAN 4:1
ZONES)
*WARNING* ACTIVE GAS LINES ARE
PRESENT IN THE VICINITY OF THIS
PROJECT. CONTRACTOR TO FIELD
VERIFY AND LOCATE ALL GAS LINES
AND OTHER APPLICABLE SITE UTILITIES
PRIOR TO CONSTRUCTION.
DISTURBED AREA = 2.00 AC.
'J
McADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
HERITAGE PROPERTIES
501 FAIRMONT AVENUE, SUITE 101
TOWNSON, MARYLAND 21286
PHONE:[phone]
HERITAGE
a�
- Y PROPERTIES, INC
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REVISIONS
NO. DATE
1 XX. XX. XXXX REVISION DESCRIPTION
PLAN INFORMATION
PROJECT NO. HTG-17000
FILENAME HTG17000-EC4
CHECKED BY CHT
DRAWN BY CHT
SCALE I"=20'
DATE 12. 15. 2018
SHEET
NPDES EROSION
CONTROL PLAN
EC-4
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

\ \\\ CLASS 1 RIP RAP 1 HEADWALL
INVERT
PIPE /
a #57 WASHED STONE. 1' THICKX 3' HIGH MIN.
�
MAINTENANCE: /
REMOVE SEDIMENT & RESTORE THE SEDIMENT
STORAGE AREA TO ITS ORIGINAL DIMENSION PLAN VIEW
WHEN SEDIMENT HAS ACCUMULATED TO 112 NOTE:
DESIGN DEPTH OF THE TRAP. NO SCALE IF EXCAVATED STORAGE AREA IS USED AS
TEMPORARY SEDIMENT TRAP, THE DESIGN CRITERIA
FOR TEMPORARY SEDIMENT TRAP MUST BE SATISFIED.
ANY RIP -RAP DISPLACED FROM
THE STONE HORSESHOE MUST MAX DIA PIPE IS 36'
BE REPLACED IMMEDIATELY.
RIP RAP HEADWALL (1' MIN HEIGHT
FROM ROAD SHOULDER).
-1 NATURAL
111I T GA car GROUND
] -Ili A70wMINIMU ) O FLOW
-IIIII- I FILTER FABRIC
=1 II= CLASS 1 RIP -RAP
n n
O y k57 WASHED STONE. 1' MIN THICKNESS.
oxi O
O
v m CROSS SECTION
NO SCALE
2
ROLLMA)CH
ROLLED EROSION CONTROL
Specification Sheet - EroNet- C125"' Erosion Control Blanket
DESCRIPTION
Indexr r-rty
Test Method
Typical
The long-term double net erosinn control blanket shall he a machine
C.22 in.
produced mat of 7001/o coconut fiber with a functional longevity of up
Thickness
ASTM 06525
(5.59 mm)
to36months. (NOTEfunctional longevity may vary deperdingUpon
Resiliency
ECT:Guidelines
82%
Tlimatic conditions, soil, geographical location, and elevation). The
WaterAbsorhency
ASTM 07117
1671h
htanket shall he of cansistert thickness with the coconut evenly
MasslUnit Area
A5TM 5475
7,73 oz(sy
distributed over the entire area of the mat. The blanket shall be
(262.8 gJsm)
covered on the top and bottom sides with a heavyweight photode-
Swell
ECTC Guidelines
13%
gradable polypropylene netting having ultraviolet additives to delay
Smolder Resistance
ECTC Guidelines
Yes
breakdown and an approximate 0.61 x 0.63 in (1.59 x 1.59 Len) mesh.
Stiffness
ASTM 01388
0.75 oz-in
The blanket shall he sewn together on 1,50 inch (3,81 cm) centers with
Light Penetration
ASTM 06567
16 6%
degradable thread. The blanket shall be manufactured with a colored
472.81hs/ft
thread stitched alonghoti-I outer edges (approximately 2-5 inches
g PP Y
Tensile Strength - MD
ASTM D5818
(7,01 kN/m)
[5-12.5 cm] from the edge) as an overlap guide for adjacent mats,
Elongation - M13
ASTM D5818
25.691b
223ft
The C125 shall meet Type 4 specification requirements established by
Tensile strength - TD
ASTM 36818
(3.35 kN/N(m)
the Erosion Contral Technology Council (ECTC) and Federal Highway
Administration's (FHWA) FP-03 Section 711.17
Elongation - TD
ASTM 05818
33.9%
Material Content
Biomass Improvement
ASTM 7322
257%
0.5 cos/sq yd
MatriX i00%Coconut Fiher
(0,27kg/sm)
Design Permissible
UnvegetatedShear Stress
2.25psf(108Pa)
Heavyweight phowdegradable 3 Ibs/1000 sq ft
Unvegetated Velocity
10.0 fps (3.05 m/s)
Netting with UV additives (1.47 gJsm)
Thread Black polypropylene
SlopeDesign
Data: C Factors
Slope Gradients (S)
Standard Roll Sizes
Slope Length (L)
_ 3:1 31 - 2.1
> 2:1
Width 5.67 (2.03 m) 9 ft (2.44IT)
120 ft 16 m)
0.001 C.029
0.082
Length 108 ft (32.02 m} 112 ft (35.14 m)
20-50 ft
0,036 0.060
0,096
Weight t 10 % 44Iha (19.95 kg) 56.25 (25.5 kg)
_ 50 ft (15.2 m)
0.070 0.090
0.110
Area 80 sq yd (66.9 sm) 100 sq yd (83.61 sm)
Flow Depth
Manning's n
<_ 0.50 ft (0.151
0.022
0.50 - 2.0 ft
0.022-0.014
a2.0ft(0.60m)
0.014
Tensar lmtrmatmal cnrpmradonwarrants that at the tlrm of delivery the product iurdshm
Tensar International Corporation hemundershali od- tothespeJTaadonAatedheremAllyahe•warrantyintluding
2500NorthwindsParkwa �ananrirtyandot'rests`ahispgFp�rp r1. nerehyexcrto l a!Iat .T
Tensar Y doesnotelApp du,t at onthis the Lout Ten ar is pmdud sareo on5up Tensar
SUltP 500 will replace the product at rw cost To the cusdcmer This produRsperi5ration supersede
Alpharetta, GA30009 WI prior9-iiiraHo %rthtl pedurtdasrrihedahoveandT,-tappiirahletosny
NORTH AMERICAN GREEN' BOOTENSAR-1 podurts:Mpped pram to lan.N 1, 1012.
tensarcorp,com 0209, Tensar International Corporation
EC_RMX_MnDS_EC725_5.13
1•+ TREE PROTECTION AREA
e
DO NOT ENTER
WARNING SIGN DETAIL
STEEL POST
WOVEN WIRE FABRIC
WARNING SIGN
MIN. 10 GA.
LINE WIRES
FILL SLOPE
N
GRADE
MIN o IIII
H 4'
MIN SILT FENCE GEOTEXTILE FABRIC
SIDE VIEW
rry
IIII
MIN. 12-IJ2 CA
INTERMEDLAT-
i1,WIRES
�■TREE
r___-1■■■■IIIII
PROTECTION AREA
DO NOT
1�►�!�!j��!���dl
E,
110,11,
01i►�:�:i
If,
r TO SECOND
FROM• •.�III
r.•:�
O►i`�WIRE
D�i�►�i�i���i�i►111
i�i�i�i�i��i'IIGRADE
IIII RIII FRONT VIEW IIII
IIIII - IITI
IIII - 'IIII =
MAINTENANCE: CLEAN OUT AT 50% CAPACITY
LIFE OF FENCING: 6-9 MONTHS
NOTES:
1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.
2. LETTERS TO BE W HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
3. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND WON CENTER THEREAFTER.
4. FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.
5. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
6. MAINTAIN TREE PROTECTION FENCE THROUGHOUT DURATION OF PROJECT.
7. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH INSPECTIONS DEPARTMENT BASED ON ACTUAL FIELD CONDITIONS.
B. FLOW SHALL NOT RUN PARALLEL WITH THE FENCE.
9. END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
10. SEE N.C. STATE DENR PRACTICE STANDARDS & SPECIFICATIONS SEDIMENT FENCE SET FOR CONDITIONS WHERE PRACTICE APPLIES;
PLANNING CONSIDERATIONS & DESIGN CRITERIA. (HOWEVER FLOW SHALL NOT RUN PARALELL WITH THE TOE OF THE FENCE).
SECTION VIEW
STANDARD METAL POSTS
(MINIMUM LENGTH 5')
2'-O" IN GROUND
1
ONCRETE"' r
BLOCKS
,,HARDWARE WIRE
#57 WASHED STONE
6-4-
2'BURY IN
SOLID GROUND
GALVANIZED HARDWARE WIRE
EXTENDS TO THE TOP OF BOX.
(19 GUAGE, Y" MESH OPENINGS.)
Og o•
Uo o
0
0 0 0 °° o
o �0 0
2: 1
0 goP o CO , o0 00
-a�o� o'o '00 0 �0 0 --
a O OO o
�0 B o 0 00 0 0 o °o V
o° 0 0 0
��o o � o � o� o
o oo oDoo-U ° 000 00 oQ ��gog�o�o4 ao
57 WASHED STONE PLACED AGAINST HARDWARE
IRE TO A HEIGHT OF 16" MIN. ABOVE TOP OF BOX.
DRAINAGE AREA =1 ACRE (MAXIMUM).
2' MIN
COMPACTED 2' MIN
A` -IIIII=IIIII=IIII'-
STEEP CUT OR FILL SLOPE-
6' TYPICAL
I-
� I I-IIII l
III„ -III ORIGINAL GRADE
CROSS SECTION
NOTE:
AT A MINIMUM, SEED, STRAW & TACK
REQUIRED FOR SITE INSPECTION APPROVAL.
SEE N.C. DENR EROSION and SEDIMENT
CONTROL PLANNING and DESIGN MANUAL
FOR CONDITIONS WHERE PRACTICE APPLIES;
PLANNING CONSIDERATION & DESIGN CRITERIA.
STABILIZE DIVERSION DITCH
BASED ON DESIGN VELOCITY.
50' MIN.
AND SUFFICIENT TO KEEP
SEDIMENT ON SITE
00 0 0 0 0 000��0 OOOO OS
0 04'0 0000/0000 00 0 0�0 0 00
� o
00 0 0 00 25' OR FULL WIDTH
z o 00 3" - 4" STONE TO BE USED g o OF PROPOSED STREET
O
U) o0 ( SURGE STONE OR 000 OR ENTRANCE,
O o0 0o RAILROAD BALAST) �o o WHICHEVER IS
00
Oo o 000 0 0 $000 GREATER.
1 0 00a7 oo O O 00oO p%p o0 0p
000 000 0 000000o0000s0000000000v0000
* PLAN
SILT FENCE
TOP OF SILT FI
MUST BE AT LE
ABOVE THE TIC
THE WASHED 1
NOTES:
1. SILT FENCE SHOULD BE INSTALLED TO ENSURE
CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT
THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELING
OVER THE STONE, THEN THE TIRES OF THE
VEHICLE MUST BE WASHED BEFORE ENTERING THE
PUBLIC ROAD OR THE LENGTH OF THE CONSTRUCTION
ENTRANCE EXTENDED.
EXISTING ROADWAY \ 35' MIN.
6"MIN. 000000p0000008ot00000
00 00 0 0 0 0
�'111-IIIII- ''III=IIIII
I11- FABRIC UNDER STONE
NOTES:
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
CROSS SECTION
STEEL POST
WOVEN WIRE FABRIC
HARDWARE CLOTH �
NEW CONSTRUCTION
15' MIN.
�4'008�0
o goo0 00 12' MIN.
��� �� IIIII�II►''
I-IIIII=IIIII=
IIIII=
MAINTENANCE:
ADD ADDITIONAL STONE AND'FL UFF" TOP
DRESSING WITH 2' STONE.
SEE N.C. DENR EROSION and SEDIMENT
CONTROL PLANNING and DESIGN MANUAL
FOR CONDITIONS WHERE PRACTICE APPLIES;
PLANNING CONSIDERATION & DESIGN CRITERIA
u FILTER FABRIC, V�
AND HARDWARE
STEEL POST SET CLOTH IN TRENCH.
MAX 7 APART MIN
2' INTO SOLID GROUND
FILTER • r•Y�
WASHED • ,.�.�,....•
.•.�
•.,,�•.:a• ,�&FILTER FABRIC APRON
-11
-11
STEEL POST
WOVEN WIRE FABRIC
4 N FILL SLOPE
M
GRADE
6'
MIN
4 \
N =MIN `SILT FENCE GEOTEXTILE
FABRICk
MAINTENANCE: CLEAN OUT AT 50%. CAPACITY
LIFE OF FENCING: 6-9 MONTHS
SIDE VIEW
8 MAX'
PLASTIC OR
VARIABLE AS DIRECTED BY THE ENGINEER
WIRE TIES
TM
MIN. 10 GA.
11
MIN. 12-V2 GA.
LINE WIRES
INTERMEDIATE
WIRES
AI
04=
GRADE
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McADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
HERITAGE PROPERTIES
501 FAIRMONT AVENUE, SUITE 101
TOWNSON, MARYLAND 21286
PHONE: [phone]
HE
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r•
PROPERTIES, INC
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REVISIONS
N0. DATE
1 XX. XX. XXXX REVISION DESCRIPTION
PLAN INFORMATIONEC�5
PROJECT NO. HTG-17000
FILENAME HTG17000-EC5
CHECKED BY CHT
DRAWN BY CHT
SCALE NTS
DATE 12. 15. 2018
SHEET
EROSION CONTROL
DETAILS
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

WOODEN STAKE WITH WATTLE
FILTER FABRIC ANCHORED TO THE TOP 12" DIAMETER STRAW FILLED WATTLE
OR DITCH LINER
DITCHLINE
NOTES:
1. WATTLES SHALL BE FILLED WITH STRAW
OR OTHER APPROVED MATERIAL
2. SPACING FOR WATTLES SHALL BE PROFILE VIEW
DETERMINED BY THE SITE ENGINEER.
3. WATTLES MAY BE USED FOR
PROTECTION OF CATCH BASINS AND
DROP INLETS WITH APPROVAL BY THE
STORMWATER UTILITY MANAGER OR
DESIGNEE.
12" DIAMETER STRAW FILLED WATTLE
FASTENED TO WOODEN STAKE BY NAIL OR
STAPLE
m WOODEN STAKE
5 — DITCHLINE
FILTER FABRIC
OR DITCH LINER Wfty FLOW
8" FABRIC STAPLE
18,
18"
6" COVER
LENGTH AS RY_\
TO EXTEND THRU DIKE
EARTH DIKE
4' MIN. PIPE
I�
1.5' MIN. 12
FLEXIBLE PIPE
_ _-III-III-III-III-I � �-� i l�
TIE DOWN 10' MAX. SPACING III I I--111-1II I I 111=111-11I _II1- ''
TIE DOWN AT END —1
4' (MIN)*
I DIAMETER (D)
_ PROFILE
IIIII
-1 II I I II 111 * AT LESS THAN 1 % SLOPE
CONSTRUCTION SPECIFICATIONS:
1. THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE DIKES CARRYING
WATER TO THE PIPE SHALL BE AT LEAST 1.5 FEET HIGHER AT ALL POINTS THAN
THE TOP OF THE INLET PIPE.
2. THE PIPE SHALL BE FLEXIBLE WITH WATER TIGHT CONNECTING BANDS. FLEXIBLE
PIPE SHOULD BE STAKED ON EITHER SIDE.
3. A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET, IF EMPTYING INTO A
DISTURBED AREA.
4. THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE SECTION SHALL BE
HAND TAMPED IN 4" LIFTS TO THE TOP OF THE EARTH DIKE.
5. FOLLOW-UP INSPECTION AND ANY NEEDED MAINTENANCE SHALL BE PERFORMED
AFTER EACH STORM BY THE FINANCIALLY RESPONSIBLE PARTY OR HIS AGENT.
TEMPORARY SLOPE DRAIN
N.T.S.
PVC END
CAP \
SCHEDULE40
PVC VENT PVC PIPE
PVC ELBOW
i/ WATER SURFACE D
PVC END
o
CAP
SCHEOULE40
PVC PIPE
PVC TEE
ORIFICE
PLATE
C PIPE FLEXIBLE
1¢' HOLES IN HOSE
PVC TEE
UNDERSIDE
OBOTTOM
SURFACE
END VIEW
FRONT VIEW
ARM ASSEMBLY o
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PERSPECTIVE VIEW o
WATERENTRY
K
mi�t
N
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NOTE: SKIMMER TO BE TETHERED
i
m
1
SEE N.C. DENR EROSION and SEDIMENT
CONTROL PLANNING and DESIGN MANUAL
FOR CONDITIONS WHERE PRACTICE APPLIES;
PLANNING CONSIDERATION & DESIGN CRITERIA.
F.
DESIGN CRITERIA
SUMMARY:
PRIMARY SPILLWAY:
MAXIMUM DRAINAGE AREA:
MINIMUM SEDIMENT STORAGE VOLUME:
MINIMUM SURFACE AREA
MINIMUM LAN RATIO:
MAXIMUM LAN RATIO:
MINIMUM DEPTH:
DEWATERING MECHANISM:
MINIMUM DEWATERING TIME:
BAFFLES REQUIRED:
DESIGN LIFE:
DAM HEIGHT:
TEMPORARY SEDIMENT BASIN
Rig RI BARREL PIPE
100 ACRES MA%.
1 SOD CUBIC FEET PER ACRE OF DISTURBED AREA
435 SQUARE FEET PER CFS OF PSMNFLOW
2:1
6:1
2 FEET
SKIMMER ATTACHED TO BOTTOM OF RISER
24 HOURS
3 MINIMUM
3YEARSMAX
15 FEET OR LESS FROM TOP OF DAM TO LOW
POINT OF DOWNSTREAM TOE.
SEE NC DENR EROSION and SEDIMENT CONTROL PLANNING
and DESIGN MANUAL.
U CREST
WIDTH
9'-16"
STONE WIFABRIC
y
ME�G�Nc�
E
MIN. SIZE 15'CMP
12" SMOOTH WALL1_
O
W
BAFFLE (TYP.)
TETHER
AC1�b
:STONE ENERGY 7i
DISSIPATOR 'G�p _
PERSPECTIVE VIEW
INLET ZONE
35% OF SURFACE AREA
FIRST CHAMBER
25% OF SURFACE AREA
SECOND CHAMBER
25% OF SURFACE AREA
EXTEND BAFFLES UP SIDES AS
TO NOTALLOW FLOW AROUND
THE ENDS.
SUPPORT ROPE
TO WIRE TO
SUPPORT POST
PREVENT SAGGING
24'oN SID sue' BAFFLE DETAIL
4'MAX
STAKE TO SUPPORT WIRE
T MIN
COIR
MESH OR JUTE, TRENCHED
DES ON LIFE OF FABRIC
INTO BOTTOM AND SIDE
IS a-12 MONTHS
'J
McADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
HERITAGE PROPERTIES
501 FAIRMONT AVENUE, SUITE 101
TOWNSON, MARYLAND 21286
PHONE: [phone]
* HERITAGE
J PROPERTIES, INC
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REVISIONS
NO. DATE
1 XX. XX. XXXX REVISION DESCRIPTION
PLAN INFORMATION
PROJECT NO. HTG-17000
FILENAME HTG17000-EC5
CHECKED BY CHT
DRAWN BY CHT
SCALE NTS
DATE 12. 15. 2018
SHEET
EROSION CONTROL
DETAILS
EC-6
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

0
2
0
3
0
4
0
5
D
0
C
0
B
0
A
a-i
(3) NYS SYL
o
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(2) PIS CHI
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(3) NYS SYL
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771
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G G
SS SS SS SS
LD LD
H
(3) QUE BIC
(2) ULM PAR
(2) QUE BIC
PLANTING SCHEDULE - CONTRACTOR SHALL SATISFY ALL MEASUREMENTS INDICATED
SYM QTY BOTANICAL NAME COMMON NAME MIN. CAL/RT MIN. HT. MIN. SPR. SPACING REMARKS
STREET TREES
LIRIODENDRON
STRONG CENTRAL LEADER; EVENLY
LIR TUL
4
TULIPFERA
TULIP POPLAR
3"
10,
5'
AS SHOWN
BRANCHED; FULL
STRONG CENTRAL LEADER; EVENLY
NYS SYL
6
NYSSA SYLVATICA
BLACK GUM
3"
10'
5'
AS SHOWN
BRANCHED; FULL
STRONG CENTRAL LEADER; EVENLY
PIS CHI
5
PISTACIA CHINENSIS
CHINESE PISCTACHE
1.5"
10'
5'
AS SHOWN
BRANCHED; FULL
AMENITY AREA
TREES
MAG LOE
1
MAGNOLIA X
LOEBNER
N/A
8'
4"
AS SHOWN
STRONG CENTRAL LEADER; EVENLY
LOEBENERI 'MERRIL'
MAGNOLIA
BRANCHED; FULL
LIRIODENDRON
STRONG CENTRAL LEADER; EVENLY
QUE BIC
5
TULIPFERA
TULIP POPLAR
6"
16'
6'
AS SHOWN
BRANCHED; FULL
STRONG CENTRAL LEADER; EVENLY
ULM PAR
2
ULMUS PARVIFLORA
CHINESE ELM
5"
14'
5'
AS SHOWN
BRANCHED; FULL
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P
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(2) LIR TUL
(1) MAG LOE
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GENERAL NOTES
1. LOCATION AND TOPOGRAPHICAL INFORMATION WAS TAKEN FROM AN
ACTUAL FIELD SURVEY DATED XX-XX-XXXX. SURFACE 678 ASSUMES NO
RESPONSIBILITY FOR DESIGN OR CONSTRUCTION CHANGES CAUSED BY
INACCURACIES IN SURVEYS.
2. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH
EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION.
3. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS
AND FOR ADHERENCE TO ORDINANCES, REGULATIONS, LAWS AND CODES
HAVING JURISDICTION OVER THE PROPERTY PRIOR TO COMMENCING
WORK.
4. ALL MATERIALS, CONSTRUCTION, AND WORKMANSHIP SHALL MEET THE,
CITY OF RALEIGH SPECIFICATIONS AND DESIGN STANDARDS.
5. EXISTING UTILITIES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE
FIELD PRIOR TO BEGINNING WORK. CONTRACTOR SHALL CONTACT NC ONE
CALL CENTER AT 1-800-632-4949 FOR LOCATION OF EXISTING UTILITIES PRIOR
TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL EXERCISE
CAUTION WHEN WORKING AROUND EXISTING UTILITIES TO REMAIN.
6. ALL WORK WITHIN THE NCDOT ROW SHALL CONFORM TO NCDOT
STANDARDS AND SPECIFICATIONS. THE CONTRACTOR SHALL OBTAIN ALL
NEEDED PERMITS, AGREEMENTS AND SUPPLY NOTIFICATIONS OF CLOSURES
FROM THE NCDOT.
7. CONSTRUCTION STAKEOUT FOR THIS PROJECT SHALL BE PROVIDED BY THE
CONTRACTOR USING A DIGITAL (CADD) FILE PROVIDED THROUGH THE
ARCHITECT/GC. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE
ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES FOUND BETWEEN THE
DIGITAL FILE AND THE STAKING DIMENSIONS SHOWN ON THE PLAN OR
DISCREPANCIES FOUND BETWEEN THE LAYOUT AND THE SITE. ANY
MODIFICATIONS MADE BY OTHERS TO THE DIGITAL FILE PROVIDED SHALL
RENDER IT VOID. IN THE EVENT OF DISCREPANCIES BETWEEN THE CONTRACT
DOCUMENTS AND THE DESIGN LAYOUT OR EXISTING CONDITIONS, THE
CONTRACT DOCUMENTS TAKE PRECEDENCE OVER THE DIGITAL FILE.
8. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING SLEEVING FOR ELECTRIC,
DRAINAGE, AND UTILITIES PRIOR TO THE INSTALLATION OF COMPACTED
SUB -GRADE, SUB -BASE AND PAVEMENT AS NECESSARY. SLEEVES TO BE
INSTALLED AT A MINIMUM DEPTH BELOW GRADE AS PER LOCAL CODES.
9. ROADWAYS AND BUILDINGS MUST BE CAPABLE OF SUPPORTING FIRE AND
EMERGENCY APPARATUS DURING CONSTRUCTION.
10. SEE CIVIL SHEET FOR SEDIMENTATION AND EROSION CONTROL MEASURES.
11. SEE CIVIL SHEET FOR UTILITY AND UNDERGROUND STORM DRAINAGE
INFORMATION.
LANDSCAPE NOTES
1. THE PLAN DEPICTS REQUIRED PLANTING BY THE CITY OF RALEIGH
2. ALL CONSTRUCTION TO CONFORM TO THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RALEIGH
3. PLANT LIST IS PROVIDED FOR CONVENIENCE ONLY. IN THE CASE OF
DISCREPANCIES BETWEEN THE PLAN AND PLANT LIST QUANTITIES, THE PLAN
SHALL TAKE PRECEDENCE.
4. AFTER THE SITE IS STABILIZED AND FREE OF SEDIMENTATION, THE
CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL
DEVICES, SILT, RIP RAP AND TEMPORARY STONE STAGING AREAS FOR
REPLACEMENT WITH PLANTING SOIL. PROVIDE PLANTING ACCORDING TO
THE LANDSCAPE PLAN.
5. TEMPORARY EROSION CONTROL SEED MUST BE FULLY REMOVED PRIOR TO
PREPARATION OF PERMANENT SEED, SOD OR LANDSCAPE BEDS.
6. UNLESS OTHERWISE NOTED IN THE PLANT LIST, THE CONTRACTOR SHALL
OBTAIN AND INSTALL ONLY PLANT MATERIAL THAT IS GROWN ON ITS OWN
ROOT -GRAFTED OR BUDDED PLANT MATERIAL WILL BE REJECTED.
7. ALL TREES SHALL BE OBTAINED FROM THE NURSERY WITH EXPOSED ROOT
CROWNS. B&B MATERIAL DELIVERED TO SITE WITH BURIED OR RECENTLY
BURIED ROOT CROWNS WILL BE REJECTED.
6. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF PLANT
SUBSTITUTIONS IN ANY MEASUREMENT OR SPECIES INDICATED. SEE
SPECIFICATIONS FOR FULL NOTIFICATION REQUIREMENTS.
7. DO NOT PLANT IN STORM WATER CONVEYANCE SWALES OR PROVIDE FINE
GRADING THAT DISRUPTS FLOW OR CHANGES LONGITUDINAL SLOPES.
8. PLANT THE OUTER EDGES OF EACH PLANTING GROUP FOLLOWING THE BED
OUTLINE ACCORDING TO THE PLAN. ONCE A SATISFACTORY MATCHED
OUTER SHAPE IS OBTAINED, FILL THE CENTER OF EACH AREA WITH PLANTS
ACCORDING TO THE PLAN AND SPACING NOTES.
9. THE PLANTING LAYOUT WITHIN PLANTING BEDS SHOULD BE SHIFTED TO
MINIMIZE CONFLICTS WITH EXISTING TREE ROOTS.
10. DISTURBED EARTH AREAS BEYOND PROJECT LIMITS THAT ARE DIRECTLY
CAUSED BY CONTRACTOR MEANS AND METHODS SHALL BE RESTORED WITH
TURF SOD; UNLESS OTHERWISE NOTED.
11. STREET TREES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH
THE REQUIREMENTS OF CHAPTER 2 OF THE CITY TREE MANUAL.
N
SCALE: V = 20'-0"
0 10 20 40
ii r a
Surface 678, P.A.
215 Morris Street, Suite 150
Durham, NC 27701
www.surface678.com
p : 919-419-1199
f : 919-419-1669
CONSULTANTS
REGISTRATION
C A R -,!e
*e C-098 c*-
A
a;. �,p,•.� Q��.
-
M07 FoLM CoH87�c� �7oo�
CLIENT
F'{ HERITAGE
�T PROPERTIES, IN
HERITAGE
PROPERTIES, INC.
501 FAIRMOUNT AVENUE,
SUITE 101
TOWSON, MD 21286
TWO HILLSBOROUGH
RALEIGH, NC
KEY MAP
NO. REVISION DATE
ISSUE:
ADMINISTRATIVE
SITE REVIEW
PROJECT NO:
DATE: NOVEMBER 7, 2018
DRAWN: RS, YW
CHECKED: CB
SHEET TITLE:
LANDSCAPE PLAN
F
L S-1

1
0
2
0
3
07
0
5
Surface
u
0
0
0
0
ninTC0.
1. CONTRACTOR IS RESPONSIBLE FOR
ADEQUATE DRAINAGE OF ALL PLANTING PITS.
(POSITIVE DRAINAGE AWAY FROM PIT)
2. ADHERE TO STANDARDS IN THE CITY TREE
MANUAL.
3. STREET TREES MUST BE 3" CALIPER AT
INSTALLATION WITH A S MINIMUM FIRST BRANCH
HEIGHT.
4. PLANTING SEASON OCTOBER - APRIL.
5. A TREE IMPACT PERMIT IS REQUIRED.
6. ELECTRICAL OUTLETS AND OTHER UTILITIES
ARE PROHIBITED IN THE PLANTING AREA
IMMEDIATELY SURROUNDING THE TREE.
ninTGc•
�0 NOT PRUNE LEADER. PRUNE OR CUT ONLY
)EAD OR UNHEALTHY BRANCHES
'ROVIDE STAKING IF SPECIFIED. IF STAKING IS
'ROVIDED, PROTECT TREE WITH BROAD STRAP OR
=LEXIBLE TUBING. ALLOW FLEXIBILITY IN STRAPS
f0 DEVELOP TRUNK TAPER. PROVIDE TURN
3UCKLE AND WARNING FLAGS. REMOVE ALL
STAKING AND ACCESSORIES WITHIN ONE YEAR
:ROM PLANTING.
THE ROOT FLARE SHALL BE PLANTED AT GRADE,
NO HIGHER THAN 2" ABOVE GRADE, AND NEVER
BELOW GRADE. REMOVE EXCESS SOIL TO EXPOSE
THE ROOT FLARE AT GRADE. TREE SHALL BE SET
PLUMB
MULCH DEPTH 3". KEEP MULCH 3" FROM ROOT
FLARE AND DO NOT CONTACT STEM
HIGH QUALITY SOIL MIX AS SPECIFIED
WATER SAUCER SHALL BE NO MORE THAN 3"
ABOVE GRADE
COMPLETELY REMOVE TOP HALF OF BURLAP,
LACING AND WIRE BASKET AND DISCARD FROM
HOLE
ROOT BALL SHALL BE PLACED DIRECTLY ON
COMPACTED SUBGRADE. HANDLE TREE BY THE
ROOT BALL ONLY.
CONTACT INFORMATION:
CITY OF RALEIGH PARKS, RECREATION AND CULTURAL
RESOURCES DEPARTMENT URBAN FORESTER:
[e-mail]
WWW.RALEIGHNC.GOV
CITYOFRALEIGH
PARKS, RECREATION AND CULTURAL RESOURCES DEPT
REVISIONS DATE• 911113 NOT TO SCALE
TREE PLANTING DETAIL
PRCR-03
MULCH 3" DEEP MIN. AND 6" MIN. FROM THE
BASE OF THE TREE
SIDEWALK PAVING AND SUBBASE
PLANTING SOIL MIX AS SPECIFIED
4" DIA. PVC PIPE WRAPPED IN FILTER
FABRIC AND CONNECTED TO STORM
DRAINAGE SYSTEM
COMPACTED OR UNDISTURBED SUBGRADE
1. A SITE SPECIFIC PLAN MUST BE DEVELOPED TO ENSURE THAT:
1.1. EACH TREE IS PROVIDED A MIN. ROOT -ACCESSIBLE SOIL VOLUME OF 600 CUBIC FEET OR A MINIMUM OF 6 ROOT PATHS.
1.2. THE TREE ROOT AREA BENEATH THE SIDEWALK IS EXPANDED TO MAXIMIZE ROOT ACCESSIBLE SOIL SPACE UNDER THE
PAVEMENT.
1.3. CONNECT SOIL SPACE FOR ROOT EXPANSION WHERE POSSIBLE TO ALLOW ROOT SYSTEMS OF TREES TO OVERLAP AND
COLONIZE A SHARED SOIL SPACE.
1.4. ANY COMBINATION OF STRUCTURAL SOILS, SOIL CONTAINMENT SYSTEM (e.g., SILVA CELL), OR ROOT CHANNELING (e.g.,
SOIL STRIP DRAIN/AERATION SYSTEM) THAT PERFORMS AS SPECIFIED IS ACCEPTABLE.
3. 40' X 6' WIDTH MINIMUM APPLIES TO BOTH STRUCTURAL SOILS AND SUBSURFACE SOIL CONTAINMENT SYSTEMS.
4. SUBSURFACE APPLICATION SHALL BE REVIEWED AND APPROVED BY CITY OF RALEIGH PARKS, RECREATION AND
CULTURAL RESOURCES URBAN FORESTRY DIVISION PRIOR TO INSTALLATION.
STRUCTURAL SOIL SYSTEM
CONTACT INFORMATION:
CITY OF RALEIGH PARKS, RECREATION AND CULTURAL RESOURCES DEPARTMENT
URBAN FORESTER: [e-mail]
WWW.RALEIGHNC.GOV
L
GREY IRON, RECTANGULAR 4'X6', 1.5" MIN. THICK, WITH 112"
OPENING OR LESS
NOTES:
001WOFX�®4 I j f� 2. GENERAL PATTERNS
TT RN DESIGN MUSGTE DESIGN MUT BE ADA T AS SHOWN.
``,a 3. EXCEPTIONS OR PERSONALIZATION MUST BE REVIEWED
AND APPROVED BY THE CITY OF RALEIGH.
4. A TREE IMPACT PERMIT IS REQUIRED.
5. ADHERE TO STANDARDS IN THE CITY TREE MANUAL.
6. ELECTRIC OUTLETS AND OTHER UTILITIES ARE
PROHIBITED IN THE GRATE AREA.
/��I\\ ` CONTACT INFORMATION: I \ \� \ CITY OF RALEIGH PARKS, RECREATION AND CULTURAL
r h\\\\\wpe \ RESOURCES DEPARTMENT URBAN
FORESTER:TREES@RALEIGH NC.GOV
WWW.RALEIGHNC.GOV
(3 3I8' rKAME
721 /4" FRAME
36"
W
LL
e O
L ALL SLOTS ARE
Y4" WIDE MAX.
eh m I
m
BOLT TREE GRATE HALVES TOGETHER wl
(2)1/7-13 x 3" STNL. STL. HEX BOLTS,
GALV. FLAT WASHERS AND STNL. STL. HEX NUT
f
7'
11/4" 314" _
"
4 3A" 6 m
NOTE: ALL DIMENSIONS SHOWN ARE IN ENGLISH
MATERIAL: CAST GRAY IRON ASTM A48, CLASS 35B
FINISH: NO PAINT
WEIGHT: 608#ISET
w
a
CO
J
J U.]
0 CO
CID
FRAMES ARE ASSEMBLED
USING A6"X11/4"X114"
THICK STEEL PLATE BOLTED
TO FRAME wl (2 3/8-16UNC
.11 1112" X 1 STNLS STL. LAT HD.
CAP SCREWS
BOLTED PLATE (2) 318-16UNC
TAPPED HOLES
ASSEMBLY DETAIL
Surface 678, P.A.
215 Morris Street, Suite 150
Durham, NC 27701
www.surface678.com
p : 919-419-1199
f : 919-419-1669
CONSULTANTS
REGISTRATION
CAR
. ..;,Cl E A .........
4*•• �� ��i
. Q.
*° C-098
cE 6�10'%%
M07 FOLM C0H87�UC7�o�
CLIENT
HERITAGE
PROPERTIES, INC
HERITAGE
PROPERTIES, INC.
501 FAIRMOUNT AVENUE,
SUITE 101
TOWSON, MD 21286
TWO HILLSBOROUGH
RALEIGH, NC
11 G'
NO. REVISION DATE
ISSUE:
ADMINISTRATIVE
SITE REVIEW
PROJECT NO:
DATE: NOVEMBER 7, 2018
DRAWN: RS, YW
CHECKED: CB
SHEET TITLE:
DETAILS
LS-2

v
C
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LID
m
7ii
V
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ti
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2,y�o
VARIABLE WIDTH DEPENDENT
ON GRASS STRIP WIDTH
EXPANSION JOINT
2-
a0�.Q5�G
/o elpooa y\o��a.N� ✓Qryr J�p� B.5'
1 112^ EXPANSION JOINT
MAXIMUM
g
c ad°o°°8• vo
EXPANSION
JOINT
SEE T-10.01,2 FOR ADDITIONAL NOTES
6" EXPANSION JOINT
SLOPE 114"IFT (MAX)
7.5" 6" SIDEWALK
7" 6"
2' 6.5' 6' SHEET I OF2
CITY OF RALEIGH
STANDARD DETAIL
USE 6.5" WHEN DRIVEWAY IS USED IN LIEU REvisrolvs ORTEE1111a MOTTOSCglE
OF A WHEELCHAIR RAMP TO ACCOMMODATE
12:1 MAXIMUM SLOPE (ADA COMPLIANT), DRIVEWAY AND
SUCH AS IN A CUL-DE SAC. SIDEWALK DETAIL
T-10.01.1
FULL DEPTH CUTS HALL BE MADE
GUTTER LINE
PORTION TO
REMOVED
IF THE FINAL LIFT OF ASPHALT HAS BEEN INSTALLED AND IS
DAMAGED DURING CURB REMOVAL, A ONE FOOT WIDE SECTION
OF ASPHALT SHOULD BE SAWCUT AND REMOVED FOR FORMS TO
BE USED TO KEEP A STRAIGHT EDGE ON THE DRIVEWAY APRON,
REINSTALL HOT MIX SURFACE ASPHALT PATCH S9.56.
IF THE FINAL LIFT OF ASPHALT HAS NOT BEEN INSTALLED,
THE ASPHALT IN FRONT OF THE APRON CAN REMAIN IN PLACE.
NOTES:
1. CURB AND GUTTER SECTION SHALL BE REMOVED IN ACCORDANCE WITH DRIVEWAY WIDTH
APPROVED BY THE CITY-
2- IF PERPENDICULAR CUT IS LESS THAN 5' FROM NEXT JOINT, THEN THE PARALLEL CUT SHALL
BE MADE TO THAT JOINT.
3, THIS METHOD IS NOT ALLOWED IN NEW ROADWAY CONSTRUCTION,
PAY LIMITS FOR CURB RAMP
SIDEWALK WIDTH 6'W X 12"D CONCRETE CURB
6' MIN 112" EXPANSION
JOINT(TYP) SIDENWALK WIDTH
9 MI
•cry. 8 TYP y,y "�' _
'24" TYP " \ /�• R=V (TYP)
12" MIN // �o�•.
DEPRESSED (TYP) CURS &GUTTER
4ER
4' MIN. �\ DETECTABLE WARNING SURPACE(TYP)
V2" EXPAN&ON DEPRESSED CONCRETE DEPTH
JOINT (TYP} 2'-6° CURB 8, GUTTER
(HEICHT VARIFS RAMPI FLARE 6"
URBREVEAL DETERMINED LANDING 4"
NOTE: ' USE SMALL FLARE ONLY WHEN A CURB BY FLARE SLOPE}
WOULD DIRECTLY CONFLICT WITH
APPROACHING VEHICLE TURNING MOVEMENTS.
TYPE N-3
O1 8.33 % (12:1) MAX RAMP SLOPE
O CROSS SLOPE: 2.00%
O3 CURB RAMPS REQUIRE A (4'-0') MINIMUM LANDING
WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL
SLOPE OF 2.00% WHERE PEDESTRIANS PERFORM
TURNING MANEUVERS. SLOPE TO DRAIN TO CURB.
O RAMPS AND DOMES SHALL BE INSTALLED THE SAME
WIDTH AS THE SIDEWALK.
4' MIN LANDING
SI OE WALK AREA
112" EXPANSION
JOINT (TYP) 112" EXPANSION
2 JOINT (TYP)
10%
DETECTABLE WARNING ` "••
SURFACE (TYP) "10 tp°r
V (TYP)
4'MIN.
DE RESSED24'
CURB 8 GUTTER
112"EXPANSION DEPRESSED 2'-6"
JOINT (TYP) CURB & GUTTER
HEIGHT VARIES
URB REVEAL DETERMINED
BY FLARE SLOPE)
CONCRETE DEPTH
RAMP IFLARE 6• TYPE N-3A SHEET OF
LANDNG 4" (COMMERCIAL/RETAIL USE) CITY OF RALEIGH
EXPANSION JOIN
MA%. StoPE
t!4'IFT
IVY E%PAN3I°R JOIN[
15' SIDEWALK
c
I
°IITSER
�+ vAa. �vro zS NAk .{
Tr
'�
SEC"IION A -A
NOTES:
1, WHEN A DRIVEWAY IS TO BE CONSTRUCTED WHERE FINAL LAYER
6.THE DISTANCE FROM THE END OF A STREET CURB RADIUS TO THE
OF ASPHALT HAS BEEN PLACED, THE CURB CAN BE SAW CUT IN A
BEGINNING OF THE DRIVEWAY RADIUS SHOULD BE MINIMUM OF 20 FT.
STRAIGHT LINE AND REMOVED. IF THE FINAL LAYER HAS NOT BEEN PLACED,
7. CURB RADIUS TO BE DISSIPATED BETWEEN LIMITS NOTED ABOVE.
THE ENTIRE CURB AND GUTTER SHALL BE REMOVED AND THE DRIVEWAY
8. T MIN. BETWEEN DRIVEWAYS ON ADJACENT LOTS.
SHALL BE A MONOLITHIC POUR USING 3000 PSI ,MAX. 4' SLUMP CONCRETE.
45' MIN. BETWEEN DRIVEWAYS ON SAME LOT,
2. EXPANSION MATERIAL SHALL EXTEND THE FULL DEPTH OF THE CONCRETE,
9. NO RADIUS ENCROACHMENT SHALL BE ALLOWED ACROSS AN
112' EXPANSION JOINTS ALONG SIDEWALK SHALL BE LOCATED AT NOT MORE THAN 40'
ADJOINING PROP. FRONTAGE. THIS IS DETERMINED BY EXTENDING
INTERVALS & DUMMY CONSTRUCTION JOINTS AT 6' INTERVALS. DUMMY
A LINE FROM THE PROPERTY CORNER PERPENDICULAR TO THE RAW
JOINTS SHALL BE AT LEAST 113 THE SLAB THICKNESS VN DEPTH.
TO THE CURB AND GUTTER LOCATION,
3. SLOPE ON UNPAVED AREAS BETWEEN BACK OF CURB & SIDEWALK SHALL BE 14' PER FT.
10. ALL CONCRETE MOST BE POUREO ON SAME DAY AS INSPECTION
O 4. NO EXPOSED AGGREGATE OR OTHER SPECIAL SURFACE TREATMENTS fN ROW.
OR RE -INSPECTION IS REQUlREC.
Z 5- W-DIMENSION AS SHOWN ON PLAN VIEW SHALL BE AS FOLLOWS:
tmrl 10' MINIMUM, 18' MAXIMUM FOR RESIDENTIAL DRIVEWAYS
11. DRIVEWAY RADIUS SHALL BE A MINIMUM OF 5' FROM ANY
CATCH BASIN,
--i
ro 36' MAXIMUM FOR COMMERCIAL DRIVEWAYS
O
7'I
N
JOINT FILLER
118" RADIUS (TYP.) NOTE: MAINTAIN 50' MAX. BETWEEN EXPANSION
JOINTS OR AT ALL RIGID OBJECTS.
----------- ---
FRONT ELEVATION
114" TRANSVERSE EXPANSION JOINT
B' 24• -�
6" 3' 4.1 4.5„
• 3" SLOPE=1rz'1Fr. SLOPE=1 rz'IF1.
• ^^ °aood e$a�oo.00 oO:�a op�;>e �e oe 4•
0 °$p°°°° 1Po� ��O �o °:o'� $ 4'�"°°e°2a8�✓�&o�gi."o YSAe B°A$to:.'O:ebo.a°i°,•
1. 30" CURB & GUTTER 18, 12"
2. 30" VALLEY TYPE GUTTER
ry v�rq•R. .. -
'O ` e'o ' •a eo°.oe o' •�•° ', oa e• • 00 0 0.� � ' Pa'$�� ',
1 91 k a, b°o'":911'a:>°o °�b°A`GC$o€S'GC'°c+o"2': a7 p ❑ • o�
I .Q::e:�0.`;�n'ti0€i °s'L2°�eGL•3�°�Pa
4" COMPACTED A.B.C. UNDER STANDARD
CURB & GUTTER (MIN!
MEDIAN CURB AND GUTTER
SIDE ELEVATION NO VALLEY CURB SHALL BE USED
AT INTERSECTIONS, HYDRANTS, ETC.
TR
3"R 6" 6• 24'
"v - •' o0 8�' T� 6' •3. sJOPe•rrz•r FT.
4" �o°°°�o�c � 0'e o$UaQ,•.�.Qtr°�e 6„ .. ° 5'
12'
MEDIAN CURB AND GUTTER ph�f�y�$ao 8e o°`•••° ° !J; 4"
(NON -MOUNTABLE)
SPELL CURB DETAIL
NOTES:
1. 10' MAXIMUM BETWEEN DUMMY JOINTS.
15' MAXIMUM BETWEEN DUMMY JOINTS ON
MACHINE POURS.
2. 1!2" EXPANSION JOINT EVERY 50'.
.3. 3000 PSI CONCRETE MINIMUM, 4" SLUMP MAXIMUM.
4_ LIQUID MEMBRANE CURING COMPOUND SHALL MEET
THE REQUIREMENTS OF SECTION 1026-2 OF NCDOT SHEET 1 OF2
STANDARDS & SPECIFICATIONS FOR ROADS AND
STRUCTURES. CITY OF RALEIGH
5. ALL CONSTRUCTION JOINTS SHALL BE FILLED STANDARD DETAIL
WITH JOINT FILLER AND SEALER IN ACCORDANCE
WITH NCDOT ROADWAY STANDARD DETAIL B46.01 REVISIONS WTEr81111e VOTTO SCALE
THE JOINT MATERIAL SHALL CONFORM TO SECTION
1028-2 OF NCDOT STANDARD & SPECIFICATIONS FOR CURB AND GUTTER
ROADS AND STRUCTURES.
6. REFER TO NCDOT DETAIL 846.01 FOR CURB AND
GLITTER SUPERELEVATION RATES. T-1 0.2V.1
PAY LIMITS FOR CURB RAMP
, I
6"W X 12"D
yr"RASSSTR/P
CONCRETECU B
2
O
(D12'
5' MAX. 3
D. (TVA)
e ego
tia,4 8 se
_r
CROSS SLOPE NOT TO
EXCEED 2 % ON ANY
R=1' (TYP)
PORTION OF RAMP OR
4'n)-P� DETECTABLE 1!2^ EXPANSION
TRANSITION TO STREET.
4f/N
WARNIJOINT (TYP)
5URFACEI(T
YP)
TYPE N-4
O
SLOPETO MEET GRADE, W MAXIMUM.
O
CROSS SLOPE. 2.00%
O3
CURB RAMPS REQUIREA (4'-0") MINIMUM LANDING
WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL
SLOPE OF 2..00 % WHERE PEDESTRIANS PERFORM
TURNING MANEUVERS. SLOPE TO DRAIN TO CURB.
CONCRETE DEPTH
Oa
RAMPS AND DOMES SHALL BE INSTALLED THE SAME
RAMP 6"
LANDING 4"
O
WIDTH AS THE SIDEWALK.
IF LENGTH EXCEEDS 5', TRUNCATED DOMES SHALL
BE INSTALLED ALONG THE BACK OF THE CURB
COVERING THE FULL WIDTH OF THE RAMP.
112' EXPANSION
JOINT (TYP)
Gpgss'sTgiP
�s-1�p '
-
iN��Nc�'
6"W1 X 12" p
CONCRETE CURB
2
0 : •
1 '
O 1
IT D. (TYP)
5' MAX.
e e 4 8
CROSS SLOPE NOT TO
EXCEED 2% ON ANY
PORTION OF RAMP OR
R=1' (TYP)
TRANSITION TO STREET.
a/O DETECTABLE 112'EXPANSION
4'M/N
WARNING JOINT (TYP}
SURFACE (TYP)
SHEET40F8
112 " EXPANSION
JOINT
DRIVEWAY GRADES
EXISTING
OR
PROPOSED
DRIVE WAY SIDEWALK
PAVEMENT
GUTTER LINE /APRON
xM16°!°
". a. a-•. :. 8::"d-r.
11111_11=(I'4%
25 0
2'
6.5'
'k 5' FOR SENSITIVE AREA AVENUE
AND SENSITIVE AREA RESIDENTIAL STREET
A. CURB & GUTTER, SIDEWALK SECTION
VARIABLE
PAVEMENT WIDTH
SHOULDER
WIDTH
V4"IFT
114" PER FT.
OR
-2.08%
+a%
-8.33°o III�II=11-
. ...... ... ... ...... ......
OR Illzw 18%
1 "IFT
5'
B. SHOULDER SECTION
NOTES:
IF THE SLOPE BETWEEN THE TOP OF CURB AND GUTTER
AND A POINT 30 FEET FROM THE CURB AND GUTTER
EXCEEDS 20%, THIS SLOPE SHALL BE ADJUSTED TO A
MAXIMUM OF 8,33% ( 1"/FT) UP OR C175/0 (1I2" IFT )
DOWN.
FACEOFCURB
10"
AA
BB
CC 7" 30'
2,-6" 2,�6" 2%6" 2--6-
PLAN VEIW
8 314
SECTION A A
SECTION B-B
SECTION C-C
SHEET20F2
CITY OF RALEIGH
STANDARD DETAIL
NOTES:
TRANSITION NOT TO BE LOCATED WITHIN
REVISIONS
DATE -alma ,vorros LE
THE CURB RADIUS.
CURB TRANSITION TO 2'- 6"
VALLEY GUTTER
T-10.26.2
PAY LIMITS FOR CURB RAMP
CURB
ANDGUTTER
-'k
8"W X 6"D
•Y. - Y
•
O 112" EXPANSION
CONCRETEDEP-
JOINT(TYP)
RAMP IFAARES 6"
OLANDING
s
4"
5' MAX.
O�
f q
AND GITCUURER 1(2" EXPANSION
JOINT(TYP)
24"TYP. ' -
SURFACE
•-NON-WALK
6, T
12" MIN. (P ) X SIDEWALK
4MIN.
TYPE R-1j'
6" X 12" CONCRETE CURB
O 8.33%(12:1) MAX RAMP SLOPE DETECTABLE WARNING
(DCROSS SLOPE 2SURFACE00%
-
O3 CURB RAMPS REQUIRE A (4'-0") MINIMUM LANDING 4(MIN)
WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL
`
SLOPE OF 2.00% WHERE PEDESTRIANS PERFORM 1 P2" EXPANSION
TURNING MANEUVERS. SLOPE TO DRAIN TO CURB. JOINT (TYP)
`
4O RAMPS AND DOMES SHALL BE INSTALLED THE SAME
\
SIDEWALK
WIDTH AS THE SIDEWALK. 7-8" CURB AND GUTTER
O IF LENGTH EXCEEDS 5, TRUNCATED DOMES SHALL ` \
BE INSTALLED ALONG THE BACK OF THE CURB
COVERING THE FULL WIDTH OF THE RAMP.
TYPE R-2
NON -WALK SURFACE (USE ONLY WHERE WATER WILL NOT
" POND WITHIN LANDING)
R=V (1YP)
1
O
DETECTABLE \ fi"x 12"CONCRETE
WARNING •04
CURB
SURFACE '• ;;
)
4' MIN.
2'-6' CURB &GUTTER
TYPE R-2A
SIDEWALK
U2' EXPANSION
JOINT (TYP)
2 __ NON -WALK SURFACE
.•: J •••
CONCRETE DEPTH
RAMP! FLARES 6"
SIDEWALK -" 112"EXPANSION
LANDING 4-
V- JOINT(TYP)
W x 12" CONCRETE CURB
SHEET 5OF8
R=1'(TYP) "
DETECTABLE WARNING ` 4
CITY OF RALEIGH
SURFACE
STANDARD DETAIL
6 (TYP)
REVISIONS
OR re: NIN8 NOTTOSCAtF
4' MIN. \
1W EXPANSION SIDEWALK
TYPE R-2B JOINT (TYP)
CURB RAMPS
(RETROFIT)
2'-6" CURB AND GUTTER
NON -WALK SURFACE
T-20.01.5
ASPHALT PAVEMENT PATCH
AND RCP PIPE BACKFILL
SAW CUT SAW CUT
ANDTACKAND TACK
EXISTING PAVEMENT ! EXISTING PAVEMENT
4 /f NEW ASPHALT 3" MINIMUM �1 L
�00 �oaQo130000000° Oa0 °0 D° po0o0Doo°Oa °"QOoOoo�o o/p�°p01
oOD�oO o0�°O p NEW ABC 12" MINIMUM DEPTH
004 O,0^o Do Oo0 o,o .O °0 0 o O°0°o O°
EXISTING ABC T KEY -IN I�T 1' KEY -IN EXISTING ABC
III -III I I I�I I ! 1.
EXISTING SUBGRADE
III IIII�I�I�I
O 0 0 pQOD SEE NOTE #7
CA0,F800 MOaOao
NOTES:
1. THE PAVEMENT EDGE SHALL BE DEFINED BY A STRAIGHT EDGE FORMED BY A MACHINED SAW CUT.
2. THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED TO A DENSITY
OF AT LEAST 95% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL 1N ACCORDANCE WITH AASHTO
T-99 AS MODIFIED BY NCDOT.
3. THE FINAL 1' OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL TO 100% OF THAT
OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH AASHTO T-80 AS
MODIFIED BY NCDOT. BITUMINOUS BASE OR BINDER MAY BE SUBSTITUTED IF APPROVED BY TRANSPORTATION
DIRECTOR OR DESIGNEE.
4. THE ENTIRE THICKNESS/VERTICAL EDGE OF THE CUT SHALL BETACKED.
5, THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALL BE REINSTALLED, BUT IN NO CASE SHALL
THE ASPHALT BE LESS THAN 3" THICK.
6. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY AND ROLLED WITH A SMOOTH
DRUM ROLLER TO ACHIEVE A SMOOTH. LEVEL PATCH,
7. FOR RCP 36" OR LARGER, 457 OR #67 WASHED STONE SHALL BE INSTALLED TO THE SPRING LINE BEFORE BACKFILL.
NOTE: SEE STANDARD DETAIL T-20.05 FOR
I
PAVEMENT MARKING PLACEMENT
Jlj
STOP BAR
GRASSEDAREA
SIDEWALK
PED-RING
S6]EWALK
j
STOP BAR
2
X
v
Q
mwm
6
STOP BAR
SIDEWALK
SIDEWALK
PEC-XING'
DETAIL SHOWING TYPICAL LOCATION
OF SIDEWALK ACCESS RAMPS, PEDESTRIAN
s�o
CROSSWALKS AND STOP BARS,
R
VARIABLE
STOP BAR
SIDEWALK
PE1-XING
SIDEWALK
GRAS$EDAREA
�-
a
Z
ow
L1
z
STOPBAR i
m
z
}
STOP BAR I
ow
Id
o
GRASSED AREA
SIDEWALK
SIDEWALK
DETAIL SHOWING TYPICAL LOCATION OF SIDEWALK ACCESS RAMPS
PEDESTRIAN CROSSWALKS AND STOP BARS FOR
TEE INTERSECTION.
}
STOP BAR
SIDEWALK
SIDEWALK
GRASSED AREA
GRASSED AREA
DEPRESSED CURB &WINGS
SHEET I OF 8
OR HARD RETURN AT RAMP
FOR RAMPS AT ASPHALT TO ASPHALT STREET
CITY OF RALEIGH
TYPE DRIVEWAYS OR PRIVATE STREET TIE IN.
LPAY
LIMITS FOR CURB RAMP
SIDEWALK
SIDEWALK
1!2" EXPANSION
JOINT (TYP) 6'W X 12'D CONCRETE CURB
3
0
suHFncc
5"W X 12"D CONCRETE CURB
ti '
R=1' (TYP)
CONCRETE DEPTH
DEPRESSED 2'-6"
g•(7Yp}}
SIDE RAMPS 4"
CURB & GUTTER
4 MIFf
LANDING & OPENINGS 6"
10 EXPANSION
JOINT(TYP)
TYPE R-3
O1
5.33%(12:1) MAX RAMP SLOPE
O
CROSS SLOPE: 2.00%
O3
CURB RAMPS REQUIRE A (4'-D") MINIMUM LANDING
WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL
SLOPE OF 2.00% WHERE PEDESTRIANS PERFORM
TURNING MANEUVERS. SLOPE TO GRAIN TO CURB-
O
RAMPS AND DOMES SHALL BE INSTALLED THE SAME
WIDTH AS THE SIDEWALK.
112" EXPANSION
JOINT (TYP)
SEOEWALK� ^ I / r6"WX 12^D
CONCRETE CURB
� SIDEWALK
R-v (TYP)
6'W X 12D CONCRETE CORE -
DEPRESSED 2'-
CURB & GUTTE
DETI=CTABLE WARN
SURFACE (TYP)
CONCRETE DEPTH
SIDE RAMPS 4"
LANDING & CURB RAMPS 6"
24"TYP.
_ • 12" MIN.
6'fTYP)
A MIN.
DEPRESSED 2'-6" CURB & GUTTER
(HEIGHT VARIES, CURB REVEAL DETERMINED
SHEET 6OF8
PAY LIMITS FOR CURB RAMP
1 I2" EXPANSION siyq�
JOINT TYP ._
611W X 12"D
CONCRETE CURB
O
CONCRETE DEPTH
�-
O5 R=1'
2
RAMPl FLARE 6"
3 I•
LANDING 4"
6'MAX
,4
T
CROSS SLOPE NOT TOEXCEED
ON ANY
ON OF
G,gA'�s
PORT RAMP OR
R=1' (Typ) TRANSITION TO STREET.
i
8'W X 6'D TYP.
%err DETECTABLE 112" EXPANSION
112' EXPANSION
WARNING JOINT (TYP)
JOINT (TYP) --,
SURFACE (TYP)
TYPE N-1 (CURB TYPE) SOX.
3 O
4e
. ° r
O 6.33916(12:1) MAX RAMP SLOPE
CROSS SLOPE NOT TO
Q GROSS SLOPE: 2.00% EXCEED_ - PORTION OFON ANY
RAMP OR
24" TYP WIDTH TRANSITION TO STREET,
O CURB RAMPS MINIMUM LANDING 12' MIN WIDTH
DETECTABLE WARNING
UM GROSS
WITH A MAXIMUM CROSS SLOPE AND LONGITUDINAL
SLOP
SLOPE OF 2.00% WHERE PEDESTRIANS PERFORM Nf'
SURFACE(TYP)
TURNING MANEUVERS SLOPE TO GRAIN TO CURB,
112" EXPANSION
O RAMPS AND DOMES SHALL BE INSTALLED THE
JOINT(TYP)
SAME WIDTH AS THE SIDEWALK.
O5 IF LENGTH EXCEEDS 6',TRUNCATEDDOMES SHALL
TYPE N-1A (FLARE TYPE)
BE INSTALLED ALONG THE BACK OF THE CURB
COVERING THE FULL WIDTH OF THE RAMP.
NOTE: USE SMALL FLARE$ ONLY WHEN ACURB
TYPE DIRECTLY CONFLICTS WITH
APPROACHING VEHICULAR TURNING
MOVEMENTS.
SIDEWALK
112" EXPANSION
JOINT {TYP)
2
TYPE N-2 (RADIUS)
'' 4 . GRASS -
fi"W X 12'D
4'" R=1' (TYP)
CONCRETE CURB -
e�
DEPRESSED 2'-6" DETECTABLE WARNING
CURB & GUTTER SURFACE (TYP)
CONCRETE DEPTH
RAMPIFLARE fi'
LANDING 4"
Q
11T EXPANSION 112" EXPANSION
JOINT (TYP) JOINT (TYP)
TYPE N-2 (TEE INTERSECTION)
SIDEWALK 0 aJFP "
SHEET 2 OF S
4 R=r (r P)
CITY OF RALEIGH
DETECTABLE WARNING
SURFACE (TYP)
STANDARD DETAIL
REVISION'S
DAM ENO A10TTOSCAI.E
CURB RAMPS
6" W X 12"D CONCRETE CURB DEPRESSED 2'-6•
(NEW DEVELOPMENT)
CURB & GUTTER
T-20.01.2
'J
McADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
HERITAGE PROPERTIES
501 FAIRMONT AVENUE, SUITE 101
TOWNSON, MARYLAND 21286
PHONE:[phone]
HERITAGE
, PROPERTIES, INC
LU
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1j111111110**
REVISIONS
NO. DATE
1 XX. XX. XXXX REVISION DESCRIPTION
PLAN INFORMATION
PROJECT NO. HTG-17000
FILENAME HTG17000-D1
CHECKED BY CHT
DRAWN BY CHT
SCALE N.T.S.
DATE 12. 15. 2018
SHEET
SITE
DETAILS
- - - - - - - - - - - - - - -- ---- - - - - - - - -- - - - - -
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

uu
E
M
F
a
a
ti
v
00
CD
N
n
N
c-I
TYPE N-1, NAA & R-1
TYPE N-2 & N.3
TIDE N
PLANTING OR OTHER NON-
TOT,
C
�7var.v
KING SUR
ISNOT PROTECTEpIF pRpPpFF
�
rOp ewalk
5 MIN -vyOjM ly�0.r
-•,• • 2`Y
RAMP 5 MIN SIDE
LANDING LAAE •.
•. F
!N 0 51$
R �P flf
AFI
SRCE
i
CROSS SLOPE NOT TO
EXCEED 2%ON ANY
PORTION OF RAMP OR
TRANSTION TO STREET.
TYPE R-1A
TYPE R-2
PLANTING OR OTHER NON -
WALKING SURFACE IF DROPOFF
IS NOT PROTECTED
TYPE -R3
.{,.• �'P�'�'G'
f
SIDEWALK
�
- r� m �`
gMIN /f 8.3% 5'bii
SHARED RnMP .,• • N
- RAMP
N
40
gu YH
to
8"W % 12"O CONCRETE CURB
CROSS SLOPE NOT TO
PARALLEL CURB RAMP
EXCEED 2% ON ANY
PORTION OF RAMP OR
TRANSITION TO STREET.
2' STRIP IF CUT THROUGH
IS GREATER THAN 4- IN LENGTH
OTHERWISE PLACE DETECTABLE ADR Mlry
RAMPS OFCLLFT TMRNOUGRENTIRE SURFACE RF�UOE ALIGN CURB PARALLEL
2°k 1p'I°1I,y 00 WITHCROSSWALx
O M •
FOAk AMP
TYPE R 4
SIDEWALK 6"WX12"DCONCRETE CURB
-.
-
.•)R?:. '� .-: �:{'jr:•
CONCRETE URH 6
u
CURB RAMPS AT MEDIAN ISLANDS
6 FLARE
RAMP
SHEET1 OF4
- /
CITY OF RALEIGH
HARE
DETECTABLE WARNING
STANDARD DETAIL
_
RED SURFACE SHALL EXTEND
SHARED
SHARED FULL WIDTH OF SIDEWALK
REVISIONS
OA TE-BSI/1B NOi TOSCALF
RAMP LANDING OR RAMP
DETECTABLE WARNING
FLARE II I I anRE
II
SURFACE PLACEMENT
cTo
B3�IIIII--� PEEP
RAMP
T-20.04.1
RAMP WIDTH AREA VARIABLE
4' MINIMUM
BASE DIAMETER
0 0 0®
o o a o
0 o a s
a o a o
0.45" R TO 0.70" R
B®® B®
N® 0
a® 8®®
b d 0
a s o 0
o a o 0
0 0 0 0
0 o e o
TOP DIAMETER OF NO
J
R
m a m m
®e o ®
m 0®
m m ®o
m m m m
0 0 0 ®
a m m m
®o ®
LESSTHAN50% TO
NO MORE THAN 65%
OF THE BASE
DIAMETER
0 65" 1.6" TO
0.9"TO MIN.
1.4" �' 2.4"
PRECAST CLASS "B"
T a I CONCRETE
I r • 12" '1
DETECTABLE WARNING
DOMES CONCRETE PAVER
4' MtN LANDING SLOPE 12:1 MAX (6' MIN.)
114"!FT 7 DETECTABLE
DEPRESSED CURB
WARNING DOMES
STANDARD 2'-B"
4" _
�; e•CON SEE NOTE#1
CURB&GUTTER
T
r
.'.ACC SSrR9MPI,X •.
EXPANSION JOINT
1' GROUT TO SET BLOCKS
4" CONCRETE FOUNDATION
FOR WARNING DOMES TO BE
WITH SAME POUR AS RAMP,
FLARE$ ETC.
RAMP SECTION
WITH DETECTABLE WARNING PAVERS
NOTES:
1. DETECTABLE WARNING DOMES SHALL COVER Z-O" LENGTH AND FULL
WIDTH OF THE RAMP FLOOR AS SHOWN ON DETAIL, SIZE OF PAVER
SHALL BE V X 1'.
2. THE COLOR FOR THE DETECTABLE WARNING AREA SHALL BE
YELLOW FOR CONTRAST.
SHEET20F4
14' MIN LANDING) SLOPE 12:1 MAX(5'A° MIN.) 2"
2'DETECTABLE DEPRESSED CURB
ARNING DOME STANDARD 2'-6'
•: r SEE NOTE#1 CURB &GUTTER
EXISTING CONCRETE
SURFACE APPLIEDIRETROFIT 4" CONCRETE
SECTION "A -A" DETECTABLE WARNING SURFACE SYSTEM FOUNDATION
WITH DETECTABLE WARNING PAVERSnaQcoaa
y IULFscALE
EXPANSION ANCHOR {q���
a• 8X °o°ob✓ ..E.
00
TILE INSTALLATION
VIEW B 4X SCALE
,4PL S
1B0 5W
4510E5 bIA R9Il PL
NOTE: oso oEc" NT
THIS APPLICATION ONLY TO BE USED R B .as wcn 'u
WHEN RETROFITTING EXISTING
BARRIER
FREE RAMPS �T
15ao
SECTION "S"
TYPICAL SECTION
SHEET3 OF
CITY OF RALEIGH
NOTES: STANDARD DETAIL
1. DETECTABLE WARNING DOMES SHALL COVER 74' LENGTH AND FULL REVISIONS DATE-aanA WTTOSra
WIDTH OF THE RAMP FLOOR AS SHOWN ON DETAIL.
Z THE COLOR FOR THE DETECTABLE WARMING AREA SHALL BE DETECTABLE WARN ING
YELLOW FOR CONTRAST. SURFACE, SURFACE APPLIED
(RETROFIT ONLY)
T-20.04.3
o
1N• PW. GTaI( HDLEE
IS LOCATIOd15)
®®®®®®®®®®®®®®®®®®®®®®®®®®®®
®®®®®®®®®®®®®®®®®®®®®®®®®®®®®
RAMP SECTION
WITH DETECTABLE WARNING SURFACE
CAST -IN -PLACE SYSTEM
SLOPE 12:1 MAX (5'-4" MIN-)
(4' MIN LANDING)
2'DETECTABLE DEPRESSED CURB
WARNING DOMES STANDAR
e SEE NOTE #1 CURB & G
A OCESS/
MPrK
EXPANSION
JOINT
CASTAN-PLACE
DETECTABLE WARNING SURFACE SYSTEM
NOTES:
L DETECTABLE WARNING DOMES SHALL COVER 2'-O" LENGTH AND FULL
WIDTH OF THE RAMP FLOOR AS SHOWN ON DETAIL.
2. THE COLOR FOR THE DETECTABLE WARNING AREA SHALL BE
YELLOW FOR CONTRAST.
SPEET4 OF
'J
McADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
HERITAGE PROPERTIES
501 FAIRMONT AVENUE, SUITE 101
TOWNSON, MARYLAND 21286
PHONE: [phone]
1 HERITAGE
, PROPERTIES, INC
tR;N ALUMINUM EDGE RESTRAINT u" I
1
i GALVANIZED STAKE BRICK OR
REFER TO -�-T- GRASSED PROPOSED SIDEWALK RECOMMENDATION FOR
MANUFACTURER'S 203/gC(64 MM) MINRETE RTHICKNES5
UTILITY STRIP (3000 P.S.I.) CONCRETE PATH INSTALLATION
z' I v4"rFT v4"rFr I V TO 1 112" (25 - 40 MM)
1!4"IFT ,L6, alr.
I TL�Tiaul-a o COMPACTED BEDDING SAND
�' /�l / \ ° a ° °o a°¢.• '*Uo.��O ••8 •.-
I / 00000�o oodoan z U LU
2'-6" CURB COMPACTED TO A DENSITY PLAN VIEW SAW OUT JOINT SPACING @ 10 O.C. 1 M
ru a I AND GUTTER OF NO LESS THAN 95% \o o-p as 0. ° \ a o oo\ p`p o - I rid
/ ji /Lr�li/ 0
Ed
Cn TYPICAL SECTION CONCRETE PATH
z >I (3000 P's,L) 4" (1^OOAMMEMIN. GHICKNESSco M
ASE N
c 7 z mI SHOULDER SHOULDER COMPACTED SOIL SUBGRADE / ^ z
� ➢ Z ZI v
FR z M -T I 114"1FT
1I4"!FT 114"!FT
z JOINT FILLER SIDEWALK SURFACE �- nlr, SECTION 1 M , ^ J
Ill �N-,'NPPE,4�L-
° •, IIIIFp E�II�IF_II w v
i, F'1= IEI 7 II -I C-II III -I ^- EI E- m m 0
m 4"
COMPACTED TO A DENSITY
112 OF NO LESS THAN 95%
II TYPICAL SECTION CONCRETE CURB BRICK OR O�/ U
SET 114" (7 MM) BELOW TOP OF PAVERS CONCRETE PAVER LL
6 AND CONTROL JOINTS @ 15' (4.58 M) OC a a O �/ O
TRANSVERSE EXPANSION JOINT 2 318" (60 MM) MIN. THICKNESS =
PLAN VIEW PATH SURFACE
JOINT FILLER •o '° v ¢o ;•O, o ° • o °o. • °Qe e e 1" TO 1 1 /2" (25 - 40 MM)
J m O
2" SF 9.5A 9 'tee o o P o 0 0 0 0= o COMPACTED BEDDING SAND z
° ' o'o
I.-. - y - ¢°e •q°oo 00e� ono$
y o ab A °• i O
NOTES: COMPACTED AGGREGATE BASE J
O 1. TRANSVERSE EXPANSIONJOINTS TO BEA MAXIMUM OF 50 FEET, o 0 0 0 / 4" (100 MM) MIN. THICKNESS
2. ALL CONCRETE TO BE 3000 PSI AND FINISHED WITH CURING COMPOUND. c11ABr (D
3. A 6INCH DEPTH IS REQUIRED AT LOCATIONS OF DRIVEWAY CROSSINGS, V l� TRANSVERSE EXPANSION JOINT COMPACTED SOIL SUBGRADE LU
CCC"' AT STREET INJTERSECTIONS (ALONG THE LENGTH OF RADIUS CURB RETURNS),
AND IN THE HANDICAP RAMPS. v
SECTION 2
NOTES-
1.
/ 1. TRANSVERSE EXPANSION JOINTS TO BE A MAXIMUM OF 50 FEET APART. /1/ ` v
/ 2. ALL CONCRETE TO BE FINISHED WITH CURING COMPOUND. Lj� to
COMPACTED SUB GRADE 4. SAW
JOINTSEPTH EVERY10F
4. SAW CUT JOINTS EVERY 10 FEET OR SAME AS WIDTH. WHICHEVER IS LESS. NOTES:
5. NO UTILITY SURFACE COVERS/PLATESIMANHOLES (La- WATERLINE VALVE COVERS, ETC.) SHALL BE LOCATED WITHIN PATH 1. BRICK OR CONCRETE PAVERS ALLOWED ONLY UNDER SPECIAL CON DITIONS.
AND SHALL BE MINIMUM 1 FOOT FROM THE EDGE OF PATH. 2. THICKNESS OF BASE MAY VARY WITH SUBGRADEITRAFFIC CONDITIONS.
6, ALL PATHS SHALL BE LOCATED MINIMUM 6 FEET FROM THE BACK OF CURB. 3. SCATTER SAND OR SCREENINGS OVER COMPLETE WORK AND SWEEP INTO CRACKS.
SHEET i OF2 7. MULTI -USE PATH WIDTH TO BE DETERMINED BY CITY OF RALEIGH BASED SMEET2OF2 4. CONCRETE PAVERS SHOULD CONFORM TO REQUIREMENTS OF ASTM C-1319.
ON ROADWAY TYPE, LOCATION AND PEDESTRIAN VOLUMES. BRICK PAVERS SHOULD CONFORM TO REQUIREMENTS OF ASTM C902-95 O
CITY OF RALEIGH CITY OF RALEIGH 5. SEE CITY OF RALEIGH CODE SECTION 10-7001 (0) FOR CONDITIONS UNDER CITY OF RALEIGH
STANDARD DETAIL STANDARD DETAIL WHICH CONCRETE I BRICK PAVERS ARE ALLOWED. STANDARD DETAIL ( ,
REVISIONS DATEPi,S NOTTOSCw REVISIONS DATE&nne MOTTOSCAIE v
REVISIONS DArEB�lne norra3eAL�
ASPHALT MULTI -PURPOSE CONCRETE MULTI -PURPOSE CONCRETEIBRICK PAVER
PATH PATH SIDEWALK DETAIL
T-30.02.1 T-30.02.2 T-30.03
TREE G
NEW STREET TREE (TYI
EXISTING/PROPOSED
6" GRANITE CURB
" ) CONCRETE PAVER:
I PER CITY OF
RASTER PLAN
;ORED CONCRETE
(VING (TYP) PER CITY
RALEIGH SPEC'S:
(PITAL GRID
SBF TREE GRATE
D22 Series
o'-s' �o
�o"
SCORED CONCRETE PAVING PER CITY OF
RALEIGH SPECS: 'CAPITAL GRID'
CONCRETE PAVING PATERN
N.T.S.
PROPOSED BITUMINOUS
CONCRETE (FOLLOW
CITY OF RALEIGH
SPECIFICATIONS FOR
PAVEMENT THICKNESS)
FULL DEPTH
SAWCUT
EXISTING BITUMINOUS
CONCRETE
EXISTING AGGREGATE
BASE COURSE
CITY OF RALEIGH
STANDARD GRANITE
CURB
6"
1 /2" 1 /2" EXPANSION JOINT
MATERIAL (TYP.)
SIDEWALK
6"
CLASS "A"
d CONCRETE
BACKING
e°
A° a
3,000 PSI CONCRETE
DRY MIX
EXISTING J
SUBBASE
PERFORATED POLYETHYLENE
UNDERDRAIN WRAP W/ FILTER
FABRIC IF REQUIRED BY
GOVERNING MUNICIPALITY (TIE
TO CLOSEST DOWN STREAM
STORM DRAINAGE STRUCTURE)
GRANITE CURB REPLACEMENT
N.T.S.
Or09 i��
REVISIONS
N0. DATE
1 XX. XX. XXXX REVISION DESCRIPTION
PLAN INFORMATION
PROJECT NO.
HTG-17000
FILENAME
HTG17000-D1
CHECKED BY
CHT
DRAWN BY
CHT
SCALE
N.T.S.
DATE
12. 15. 2018
SHEET
SITE
DETAILS
DIIIIIIIIIIIIIIII2
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

'SOIL
NIMUM 510L
G' OP #G7 51ONt WHEN _G,� 0.rJ. Or P'PEMI=ARANC:i
POCK OR WAf tK 15
ENCOUNTERED
NOTE5:
I, TKIENC"E5 REQUIRING SHORING AND BRACING, DIMEN510N5 511ALL BE TAFPN FROM THE
IN51DE `Art OF IHE 5HOki NG AND 15KAGING.
2, NO ROCF5 OR BOULDERS 4. OR- LAKGtK 10 M USED IN BACKPiLL,
3. All BACKFII I MATFIRIAt SHAH I3E 5UITAF31F NATIVE MATERIAL,
4, DACKPl11 51IAI.I BE TAMPED IN 9" IA T`.
5. ACI IIEVE 95% COMPACTION IN E3AGNFIILL.
GAIt1IArriNG VALVE
• 'E r A
9 ❑ ❑
d,
D
]LOA
TOP VIEW
3000 F51 50DO CON CRrT r 5HALL BC
USED A5 FOOTING FOP. DlUCFILC IRON
FIPF.
VALVE
FI AhGE
M.J, FITTING
a
-d LN
'P
TAPPING 5LECV'F
51DE VIEW
NOTF5:
I CQNcKE7r 5HALL NQT CQNTAGT
BOLT 5 OR IND5 OF MECHANICAL JOINT
FITTiNG:a.
2. 5CC STANDARD RfACIION BLOCK
01Y OF FIALtIGH
TABLE5. W- 10 AND W- I I FOR AREA OF
OLPART MLIQ 1 OF i'I)(5L IC I T II I I IE'i
CONCRETE REQUIRED.
4" - 24"
STANDARD TAPPING 5LEEVE AND
VALVE A55EM5LY
MVG. No.
KtVI510N5
pATP 1 REVI5ION5 DATE
W- 14
Y.C.A_
17-31-5JI RRH f _31 -00
D.W.C.
9-7-99 J.P.5. 1 1. 1 _1 O
CAST uATT
a❑L
WATER
IN -
PLAN VIEW
Manufacturer
M❑/DAY/YR
Class 35
Elva IOM VIEW
NOTE I
'WATER" LETTERING MUST BE I " RA15ED [RECE55E4 FLUSH)
5CCT II�N VTV NOI t Z -
VALVE COVtK 5HALL fat DOMt51 CALLY CA5i ,
NOI t 3 -
COVER MU51 HAVE A MINIMUM WLIGFii 01- 25 F'OUN05.
NC3TF 4
GQV1-R h405T aF GLA55 35 0K GRr&TCR.
NOTI 5
CQVLR MU51 kIF-P OR. FXCF10 AA54TO H 20 LOAD
KEQUIRLIArNT, 5.
0
a
X
f"ROPERIY MINIMUM -3 G' HONIZONIALCLEARANCE
iJt FROM ANY013JECT.
FIRE HYDRANT, PUMPER NOZZLE TO BE POIHTL-D
70WARD5 FIRE TRUCK ACCL55.
TRAFFIC FLANGE 5ETWEIEN 2" - 6'
ABOVE GRADE
91DEWALK CURB AND GUTTER
PAVEMENT
`r'
VAI VE r30X G" GATE VALVE
CONC.IHKU51
N COMPACT ED 6ACi:1­151 BLOCK
[TAMPI'D IN G" I IFT5)
n•
_6" MIN. BRPNCII PIPE MAIN
RF5TRAINING GLAND5
I'-3'x 4" 1HICK RE�01RAINING
GLAND5
7 CU. FT. CRIJDHFO
5TONF MIN,
UNDR.5IUR15ED tAKIH.
NOTL5:
I , FIRE HYDRANT SHALL BE A5 MANUFACTURED MUCLLER, AMEFUCAN DARBLINS. KCFINEDI'. MW.
WATEKOUS, CLOW, EAST JORDAN IROIJ WORF5, OR U5 PIPE,
2 BRANCH PIPE 5HALL dt LAIC lILL. IRON AWWA C150 _%
3. G" CATE HALVE ;�l1ALL BE AWWA C500-CG 01 EN LEFT
4. 5TEEL RODS AND DOLT 511ALL BE + 11OT DIPPED GALVAN12ED
5. FiRL HYPRANTG WILL BC I45TALLED IN TRUE VERTICAL F051 ON
P.IODS SItALL NOT E3E COUPLED MORE TIIAN ONCE. IF T LIE LENGTH F-P,OM Dit VALVE TO tHE
HYDRANI Fa'CU05 20' 1 HEN A MECHAN"L RhnIRAiMiNG GLANv WII H A Ktl5AKCAGE 5HALL bt
11<)TALLED NO MORE. IIAN 10' FROM nY0FANT AND POL'P.ED IN CONCRETE.
1`1RE'1YDP.AN75 TO BE LOCATED IN ROW OR 2 FOOT EA5FMENT ADJACENT TO ROW
ANY1IMF 51iF WORK, WN51RUCiION,
R.OAL) IWOKK.. OK ANY 01 HEK WOKK
C;HANr4rS 1 Hf GKAQI` OY I HF FIrt Cllr vF RALEIGHHYDRANT_ THE EER50N R.E5EON51E)a
TOR. T11E WORK 15 Kt5PON5IERE FOR DC PART ME NIT OF PUBDG UTILITIF5,
Al].11151 ING IHF FIRM Hyt) ANT 1D 51 AY
WiTNIN COMELIANCt. STANDARD FIRE HYDRANT
IN5TALLATION DETAIL
DWG. NO. KFV15101,15 I DATE I REV1510N5 I DATF
,f 4F.SI3 4-G-v,; �.n,_
W`"i ❑HI 21113kC,
GAlt1IAfPING VALVt
A _ A
j 4.
a ❑ ❑
• v
A❑❑
Q• f'
a A
4•
TOP VIEW
000 F51 501-0 CON CRr7E 5HALL BC
USED A5 FOOTING �QP. DIJL- FILL IRON
FIPT.
VALVE
FI ANC.E
Y J. FITTING
a
TAPPING 5LEEVE
51DE VIEW
NOTF5:
I CONCKrTr5HALLNO1CQNTArT
BOLTS OR IND5 OF MCCHANIGAL JOINT
FITTiNG:3.
2. 5EC STANDARD RfAC`TION BLOC},
Cl I DF RALtIGH
TABLES, W-1 O AND W- I I FOR AREA OF
01:FAR MLN I (X 0)(5LIC IJTII I IIE`)
CONCRETE KtQUIKtD,
4" 24" STANDARD TAPPING 5LEEVE AND
VALVE A55EM5LY
MVG. 4,10.
RtVISIOr:s pATF PFVI ,ION ; DAIL
W- 14
Y.C.A. I P-3 1-51 RR11 3-31 -00
D.W.C. 9-7-99 J.P.5. I I. 1 _10
�U
I YF 5 H A"t
DOG110USE
t 2'W X 1' b'H
DOGHOU5E
NOT E5 r
1 ) PEINPC) RCEMEKTT: #4 {g 6' OCEW
2) CONCRETE: 4.000 P51 t?a 28 DAYS
3) G" OF #G / 5) ONE 5HALL BE PLACED IN
501 TOM Oh VAUI I
4) METER F1 ANGE SHAH. BE PLACED 4P "
BEIOW `1A1511ED GRADE
i KAF!`IC RAI kD AGCtS
DOOR WI SLAM LOCK
CAST 1N TnP
W-32r
CITY OF RALEIGH
DEPARTMENT OF Pi1Bi IC UTfI ITIES
TYPICAL 4" WATER
METER. . VAULT
MITI.
5"
N
2 §" NOZZLE
NATIONAL ST
THREAD
32" MIN.
2" "
NOTES:
1. ALL PUBLIC FIRE HYDRANTS IN THE CITY OF RALEIGH AND THE MERGER TOWNS OF GARNER,
ROLESVILLE, WAKE FOREST, KNIGHTDALE, WENDELL AND ZEBULON SHALL BE PAINTED CHROM
YELLOW WITH HIGH REFLECTIVE ALUMINUM SILVER CAPS, BONNETS AND OPERATING NUTS.
2. ALL PRIVATE FIRE HYDRANTS SHALL BE RED.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
RALEIGH, GARNER, KNIGHTDALE, ROLESV
WAKE FOREST, WENDELL & ZEBUL01
STANDARD FIRE HYDRANT WI
5" STORZ PUMPER NOZZLE
UAlt VALVt
tt
314' ALL THREAD S7ECL
ROV ECU 1 10 LENGTH)
e
�D
'O
5EEW 10AND W I I
FOR REACTION
F31OCKiNG CONCRETE
AREA.
i',O° M_J. NIPPI E WiTI l /
G1 AND: (MIN.y
VALVt MAY rat BOLTLD
DIKtCILY 10 Itt.
ROD REQUIREMENT5
1 _
H
4"
2
O'
7
G^
4
12"
4
r"
6
30"
8
3b"
8
NOI t5
1, 51ttL K005 AND 301-15 5HALL BE 314" HOT pIPPtL) GALVANIZED.
P. :)fE 5TANDARD TI IRIJ 5T 131 OCK. TABI ES W- 10 AND W- I I FOR CON CPIfTF.
3. CONCRETE 51IALI NOT CONTACT DOI T5 OR END5 OF MECI IANEAI FITTIN65•
4. THI5 KID DDiNG RLQUIFWENT DOE5 NOT APPLY TO FIRE HYDRANT 5.
' Mtl t I
a . � n55tM�LYI
I
w
J +
APPROPRIATE BACF FLOW
r
d
`KtVEN I ION A55tM13LY
�
(ABOVt GROUND ONLY)
o
N
+e
I DOMESTIC I [HE
v
APPROPRIATE FIRE I INE
BACKFI OW FRE_ A55EM.
'-
IIADOVE GROUND ONLY)
A a FIRE LINE
I
MAIN 1
1RRIGATICN LINE
OFDCIF
R AFM ICAPI I
MITER O REDUCED PRE-5JI
A55EMBLY W A55tMr3LY (ABOVE
GROUND ONLY)
I _ SERVICE TAP5 FOR P" AND 5MAI I ER DOMESTIC 5FRVICE5 MAY BE BY CORPORATION
COCK5. i ARGEIZ .`)ERVICE5 WI I REQUIRE A TEE AND GATE VA1 VE OR TAPPING 51 EEVE AND
VALVE A35fMBLYAND 90' BENV.
2. DOMESTIC 5ERVIGE TAF'S 5HAtL BE ALLOWED ONLY ON G" OR LARDER FIRE UNIE5 BEFORE
THE BACKFLOW A55LM13LY
3, ONE DOMESTIC TAP PER PI RE LINE QN 5-1 KEET 51Dt OF BACKFLOW, 4. PIKE LINE 5HALL
HAVE A FIRE HYDRANT 0K BLOW OFF A55tM13LY AI 115 END 1 U FACIUTAI E PLU5HfNG WHEN
NEEDED.
5. IRRIGATION METER 5HA1 I r3F LOCATED ON TI1E 51DE OF DOV IC MFTFR WfTI I
INCREASING ADDRE523Fw-
6. THE BACKFLOW 5HALL 15F IN5TALLCD NO MORE THAN I C' FROM THE METER IN A V15IBLE
LOCATION,
r, LIONISE fCIIRk1GAl14N BACK( LOW KISERl51Al1UPIPE 5HALL BE OF CLIPPER OR BRA55.
0. T I I E RP Ul IElf VALVE 511Al. I 13E A MINIMUM OF I P" AT30VE ANY MAT FRIAI. (MUI CU
INC.I UDED) OR GRADE.
9, A SFRVICF VALVE 15 REQUIREP AFTFR TI IF MFTfR BUT BFFORF THE 13ACKFLOW
A55FMBLY FOR MAINTCNANCr AND REPLAGCMPNT PURF05r5.
10. THE IN5TALLATION MU5T AL-90 MITT ALL CODE REQUI RUM ITNT5 FIE KTHE NC PLUMBING
CODE,
191 I G" OPERATION NUT 1
2.50V
CL
2 1 /2" NATIONAL STANDARD
OUTLET T11READ5
CIIY OF RALEIGH
DCPART MCNIT OF PUE3UG UTILITIF5
HYDRANT OPERATING NUT AND 2
ill" OUTLET THREAD5
pWG. NO. REVI5ION5 DATE REVI51ON5 DATE
- KRH 3-31-00 DHL 2 1508
A,6,13 1304 J. .5 f l-f-IU
APPR❑%,[D h:1=1«❑D F❑F' D71r+510I+ DP ,ALVE ['C!' I IOTE 2: G' WNCKM rav rzowR[O ON AE;
'JAI I'141f M,r rk1 _W7IF IV>11.:I INUr
�A1II1Nn'u
IN ?
e -A P
SEE STANDARD W- 18 ° ATE 2
1.OK C;OVtR UtIAll L5. d
O a a v
.fL t. �• P 4r-
51ANDAKD VALVE I m TOP SECTION TO F �
JE3� DOME5TI0
f BE Si DE SECTION r CA.5TING
FINAI PAVEMENT
COURSE
I AL�'E 5OX
COVER
CONCRE l E
PAL]
VALVE
Boy
u5E 5' SOLI PIPE
FOR E[TEN51ON5
IAMPtV ;
L ACK•F 1 LL
WA1EP VALVE
o Q
MAIN
51AE3-IN C.I, OR D.I. '•-
P[Pt III TAMPED ^� :
2ACKFILL -
Nr.r11'r.
it Jrwc 00v W, IV WNI PC WA IOL .+urn
21 ALL TRAFFIC CAST-N❑5 MUM 6E C+Ag5 35 O1
GREd7RP,
5k FOO ANC "ALVtS OVEF 1 O CET- a 1'A:vE S:t6.1
L'YTL'N910N M1 V BE UUD10 BRING YP A DEPTH OF
HD M0IIpTr1AN 5', W1 N'FON M1.61 BE A MrkIVL I,
or I•:"rj11r1 �I�pF.
5 FANDAKD VALVt BOX +1 '01 wL 'RYL box wGwn I rrrlu Mto yr 65
f BID 1-1 OM 5EC f ION
R.
90' DEND5 TO 3 4' 5TFEL 1=5 (TYP.) TO ff
HAVE BLOCKING HOT DIPPCD GALVANIZED_
-1 F D.I. PIPE
APPROFKIAI E
BACKFLOW
U PREVENTION
u� DEVICE
�o
Uh _�
p t'7 LP
n
o, 7Q
7--- y CS1 r n
❑ = [SI Q
O a
n�1
z 1 � � n s
6 �
rn FR
U�n 70
O
5 C?'
ALL Bi=LL 0 ' I
y0° BENU
GATE VALVE BYPA.Sa TO BE
ROODED TEE TO
TEE FROM 5UPPLY
LINE
NO FLANGE ON HOU5E SHALL SF SAME 517E
D 9 1 tt 519F, MIN, " OF PIPE AS 5LIPPLY LINE
INSIDE METER BOX
GATT VALVE GATE VAIVE, cn
FLANGED COUPLING
ADA?FEKIF NttUtU
Et
MET EKAND 1EE TO 13E
IN$1ALLE0 BY CITY
1) DOMESTIC METtR5 ONLY
2) ALL FITTING5 ARF TO BE MECHANICAL J01h[T
3} BRONZE 5TRAINIP R -9 SHALL HAVE NOA-IHRGADrF)
BOLT HOLL5
n
611
U.I- IEt r�
Y
z
r3RON7F .`STRAINER
"A"
MEIFR OPENING
41 ME1 ER
2B"
d" METER
39'
0" METER
3 J"
PLAN VIEW
0.5:f Y. Rl91NG STEM
OR INDICATING
BUTTERFLY VALVE
IMIN E
ETHETAPISTOAPUBLICMAIN,A ENCL05URZ
5ERVIGE VALVE MU57 6PLCEP 12"
BE1N5 TYE RIGHT OF WAY PRIOR TON ALL SIDES
THE BFP. 2 POSSIBLE LOCATION5
-ARE 5110".
95�N. ! 2,, MINI 2,, MIN
ALL
6D"MAX SIDES
"THICK
�
VALVE BOx CiYP7
Q CONCRETE FAD REFER TOW 19 RODDING (iYP)
p
ran
� ;:
�.d
j
Cl
G
ao.•.
e ed•. •w'4V
(� ➢
O a]
WATER VALVE
"
il'PJJ5T BLOCKING
REF>•R TO W-8
7C n
d
WATER MAIN
Q
➢
_
�7
P r
1, ALL ABOVE GROUND ENCL05UKE5 MU5T HAVE ADEQUATE DRAINAGE (TWICE THE DIAMETER
GRADE.
rn 70 n
2
OF THE 5UFPLY PIPE) TO DAYLIGHT ABOVE
2. REDUCED PRE55URE BACKFLOW PRE5ENTER5 MAY BE LOCATED IN A BUILDING PROVIDED
C rn
O O
THEME ARE NO OTHER UNPROTECTED TAPS BETWEEN THE MAIN AND THE BUILDING. DRAINAGE
rTI
Z
IN A BUILDING MUST BE TWICE THE DIAMETER OF THE 5UPFY PIPE.
rn
U
3. ABOVE GROUND INSULATED VAULTS MUST BE A-95E 1060 APPROVED ABOVE GROUND
a �0
�
O �'
ENCLOSURES. SEE CROSS CONNECTION MANUAL FOR ENCLOSURE FREEZE PROTECTION AND
CERTIFICATION UQUIREMSNTS.
_ P°
Ln
4. PE51DENTIAL LAWN IRRIGATION R.P. A55EMBLIES THAT ARE REMOVED TO PREVENT 7REEZING
IN THE WINTER MONTH5 MUST BE CAPPED OFF. ALL ABOVE GROUND A55EMBLIE5, EXCEPT
rn rn
u"
RE51DENTIAL LAWN IRRIGATION A55EMBLIE5, M05T BE PROTECTED FROM FROST.
G. FOR ENCL05URF DIMEN5iON5 SEE DETAIL W-34.
O
03 z:7.
5TPEL RODS AND 13OLT5 5HALL BE 3/411 HOT DIFFPD GALVANIZED.
-
y FTI
8, ALL A55FMBLIE5 MU5T BE ON THE CURRENT APPROVAL L15T.
Crn
'J
McADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
HERITAGE PROPERTIES
501 FAIRMONT AVENUE, SUITE 101
TOWNSON, MARYLAND 21286
PHONE: [phone]
HERITAGE
PROPERTIES, INC
1
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.....
S.
REVISIONS
NO. DATE
1 XX. XX. XXXX REVISION DESCRIPTION
PLAN INFORMATION
PROJECT NO.
HTG-17000
FILENAME
HTG17000-D1
CHECKED BY
CHT
DRAWN BY
CHT
SCALE
N.T.S.
DATE
12. 15. 2018
SHEET
WATER
DETAILS
D-3
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

v
u
v
E
F
a
00
00
ti
0
N
ti
r'4
0
NEW ASPh1AL7 SURFACE COURSE
EXISTING PAVEMENT 3" MINIMUM EX15TING PAVEMENT
NLW ADC 12" MIN. DEPTIT �- -
EXI5TING
5U BGRADE
UNDISTURBED 501E
COMPACTED FILL
IN G" LIFTS
PIPE
REFER TO 5-4
5-5
NOTES:
I . IN NCDOT MAINTAINED ROADWAYS ENCROACHMENT PAVEMI NT PATCH R+=QUIKEMENT5 SHALL
TAKE PRECEDENCE.
2, THE PAVEMENT CUT SHALL BE DEFINED BY A STRAIGHT EDGE AND CUT WITH AN APPROPRIATE
5AWCUT MACHINE.
3. THE TRENCH 5UBGRADE MATERIAL SMALL BE BACKFILLED WITH SUITABLE MATERIAL AND
COMPACTED TO A DENSITY OF AT LEAST 95% OF THAT OBTAINED 13Y COMPACTING A SAMPLE OF
THE MATERIAL IN ACCORDANCE WITH AASHTO T-99 A5 MODIFIED 5Y NCDOT.
4. THE FINAL I' OF FILL 50ALL CONSIST OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL TO
100% OF THAT OBTAINED- BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH
AA5HTO T-50 A5 MODIFIED BY NCDOT.
5, THE ENTIRE THICKNESS AND VERTICAL EDGE OF CUT SHALL BE TACKED,
G_ THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS SHALLBE REINSTA LL=D BUT I N NO
CASE 5HALL THE ASPHALT BE LE53 THAN 3" THICK,
7. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY WITH A
SMOOTH DRUM ROLLER TO ACHIEVE A SMOOTH LEVEL PATCH.
8. REFER TO CITY OF RALEIGH 5TANDARD5 FOR TRENCHES AND PIPE BEDDING (5-4 * 5-5) FOR
ADDITIONAL DETAILS.
9. NO HAND PATCHING ALLOWED,
10. PAVEMENT CUTS WITHIN NCDOT POW SHALL CONFORM TO THE APPROVED ON SITE
ENCROACHMENT PERMIT,
8" W/ G/5/4"
BOOT
e,
ADJUSTED TO
SOLID RING t COVER,
FIN15HLD GRADE
OPEN
OPEN
3"
OUTLET
=
INLET
f4 DLFTH
" BAFFLE 2/3 TO 3I4 OF
° TOTAL LENGTH
"
�2 DEPTH
4,
a
LENGTH
NOTE5:
1. REINFORCEMENT: H-2C BRIDGE
LOADING (TRAFFIC RATED)
CITY OF KALEIGH
2. CONCRETE: 4000 P51 @28 DAY5
DLPARTMENT OF PUBLIC UTILITIES
3. EARTHCCI O' TO 5' MAX.
1000 GALLON GREA5L INITERCLPTOR.
DWG. NO.
REVISIONS DATE REVISIONS DATE
c5.-40
RF:I-1
3/W0 D.H.L. G/18/08
ABB
3/ 19/04
24" C24
PRECAST BAFFLE
4" THICK
24'
CL
FINISHED GRADE
FINAL
/ UNDISTURBED SOIL
BACKFILL '�`/
INITIAL
BACKFILL
.p ..
G" #G7 5TONEA +_ MINIMUM SIDE
WHEN ROCK 15 0" O.D. OF PIPE G" CLEARANCE
ENCOUNTERED O.D, OF PIPE I ---_MAXIMLJM SIDE
CLEARANCE
NOTES:
1. TRENCHES REQUIRING SHORING AND BRACING, DIMEN51ON5 SHALL BE TAKLIN FROM THE INSIDE
FACE OF THE 51FORING AND BRACING.
2. NO ROCKS OR BOULDERS 4" OR LARGER TO BE USED IN INITIAL BACKFILL.
3, ALL BACKFILL MATERIAL 51ALL BE 5UITABLE NATIVE MATERIAL.
4. BACKFILL 5HALL BE TAMPED IN G" LIFTS IN TRAFFIC AREA5, 1 2" IN NON -TRAFFIC AFEA5,
5 ACHIEVE 80 o COM A TIO IN ON-T FIC ARLAS AND 95 COMPACTIO FFIC ARLAS % P C N N RAF , A % N N TRA
G. IF IN EASEMENT 4" TOPSOIL, AND 1 2" CLEAN SELECT FILL MAY BE REQUIRED.
7- NO BOULDERS 8" IN DIAMETER OR GREATER ALLOWED IN FINAL BACKFILL
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
TRENCH BOTTOM DIMENSIONS � DACKFILLING
REQUIREMENT5 FOR DUCTILE IRON
DWG. NO. REVI510N5 DATE REVI510N5 DATE
!W C.
9-3-99
5-4 RRH 3-30-00
COVER 120 L135_ MINIMUM
I
23 112" 2 1 "
7 /2" '
BUTYL-NEK OK
APPROVED SEALANT
BETWEEN FRAME
AND COVER
NOTE57
1) ALL MANHOLE FRAMES 5HALL BE
DOML5TICALLY CAST,
2) FRAME 5HALL BE A MINIMUM WEIGHT Of
182 L55. WITHIN PUBLIC ROW AND 160 L55.
WITHIN. EA5EMENT5,
3) COVER SHALL WEIGH A MIN. Of 120 LB5.
4) ALL MANHOLE FRAMES DIJT5IDE OF PAVED
5LfrFACE5 5HALL BE HOLTED TO THE CONE
'SECTION OR KING WITH A MINIMUM OF 4
BOLT5 FEK FRAME,
MANHOLE FRAME AND COVER
HOLE I
33 1 /4"
5WX3" LAGEHiELD IN HOLE
DRILLED INTO CONE OR
RING WITH ANCHOR SUNK TO
DESIGN DEPTH, AND 3/8`0"
HOT DIPPED GALVANIZED
LAG BOLT AND WA5HER-
T'KECA5T BAFFLE
4" THICK
I8" W/ G)5/4"
_ BOOT
8" 24" 24" 24"
T
I II II �
II II 1
ADJUSTED TO 50111E RING C COVER,
FINISHED GRADE
OPEN OPEN
3°
INLET - = OUTLET
Y4 DEPTH '
,e
�4, �4,�
V3 L Y3 L Y3 L
a
;,
LENGTH
NOTE5-
1 , REINFORCEMENT: H-20 BRIDGE CITY OF KALEIGH
LOADING (TRAFFIC RATED) DEPARTMENT OF PUBLIC UTILITIES
2, CONCRETE: 4000 P51 @26 DAY5
1 000 GALLON
O[L-WATER-SAND 5ET ARATOR
DWG, NO REVI510N5 DATE REVISIONS DATE
5-40a RK1 3/9/O D.H.L. G/18/08
ABB
NEW MANH0L15 U5L A BUTYL
5EALANT BETWEEN FRAME AND
5EE C.D.R. STANDARD
MANHOLE TOP SECTION WHEN
SECURING FRAME TO MANHOLE TO
5-25 FOR MANHOLE
ROVIDE A WATERTIGHT SEAL.
FRAME AND COVER
'o
. b• . 0" .
0
24" MAX/'y
..-A
�. a . •0.
ECCENTRIC M.H. CONE
MAY BL USED ON 8" , 1 0"
°
n a
AND f 2" SEWER MAIN5.
c;•�
MANHOLE CONE AND
BARREL SECTIONS SHALL
"
BE A5 PER A5TM
5TANDARD5
4'-6' DIA. A5
s'.: o
"Q
REQUIRED
m
"0" RING SEAL
n
j
bb ,•s
OR RAM -NECK
1 4" m,
l
SHELF
I
, -'p
is ,a
�RU'
SLOPE
a
a ; .
p
'a
60,
.a
o
d • a
' ,.
y' a: b
s,
A
L
•...• ....•. - �•.••.. *0 A••
800T
LATERAL INVERT SHALL NOT BL
-LOWER THAN MAIN 5791NG-
LINE. MANHOLE 5HALL BE 2'
ABOVE 100 YEAR FLOOD PLAIN
OR SEALED AND VENT TO BE
2' ABOVE 100 YEAR FLOOD
PLAIN, WHEN MANHOLE TOPS
ARE IN EX'CL55 OF 3' ABOVL
GRADE. OUTSIDE STEPS MUST
13LPROVIDLD. 5EE STANDARD
5-25 FOR STEP DETAIL. IN
NON TRAFFIC AKEA5, TOP OF
FRAME AND COVER 5HALL BE
RAM V A
INSTALLED A MIN. OF I' ABOVE
FINISHED GROUND SURFACE,
SEE SEWER DESIGN
SECTION
\ MIN. 9" COMPACTED #G7 STONE
BASE TO BE INSTALLED UNDER
NEW MAN HOLL,
T_
4 C
PLAN
SLIP KL515TANT CLEATS
0 Q
1 2"
#3 OR #4 REBAK
CORR051ON RESISTANT MATERIAL
RUBBEF. PLA5TIC
5ECTION A - A
LOCALLY AVAILABLI= SIZES
INTERCEPTORS
CAPACITY (GAL.)
5EPAKATOR5
CAPACITY (GAL.)
300
1000
550
1200
750
1600
000
20C
500
2000
2500
3000
4000
500E
0000
8000
NOTES:
I . UAFFLE WALL LOCATED AT A D15TANCE FROM INLET WALL 23 TO 3/4 OF THETOTAL LENGTH
OF THE INTERCEPTOR OK 5EPARATOR AS SHOWN ON DETAIL 540
BAFFLE WALL5 LOCATED AT A D15TANCE APPROXIMATELY OF Y3 OF THE TOTAL LENGTH OF THE
5FPARATOR AS SHOWN ON DETAIL 5-40.01 .
2, EACH INTERCEFTOR OR5FPARATpR5HALL HAVE INLET AND OUTLET TEE5, THE OUTLET Tff
5HALL EXTEND 50% INTO THE LIQUID DEPTH. THE INLET THE 5HALL EXTEND 25% INTO THE
LIQUID DEPTH, INLET AND OUTLET TFF5 MU5T BE OPEN TO ALLOW THE COLLECTION OF F_O,C_
SAMPLE.
3. ACF55 OPENING5 OVER FAGH COMPARTMENT WITHIN THE INTERCEPTOR OR 5EPARATOR SHALL
BE 24 INCHE5 iN DIAMETER AND CONTAIN PICK HOLES. ALL COVER5 SHALL SE CONSTRUCTED
OF CAST IRON OR EOUIVALENT TKAFFIC BEARING MATERIAL MANHOLE COVERS MUST EXTEND
TO FIN15H GRADE AND BE INSTALLED TO EXCLUDE THE ENTRANCE OF 5TORMWATEK INTO THE
INTERCEPTOR OR 5EFARATOR.
4. FULL 512E DUAL 5WEEP CLEANOUT5 SHALL BE IN5TALLED ON THE INLET AND OUTLET SIDES
OF THE INTERCEPTOR OR SEPARATOR.
5 INTERCEPTOP5 AND 5EPAPATOR5 MUST BE VENTED IN ACCORDANCE WITH THE NG 5TATE
PLUM81 NG CODE.
C. CONCRETE: 4000 P51 @ 26 DAYS.
7, 4ESIGN: AG 3 18 BUILDING CODE
A5TM C1613-OG FOR GREASE INTEKCEFTOK5
A5TM C91 3-02 FOR WATER AND WASTEWATER STRUCTURES
ASTM C890-OG FOR MINIMAL STRUCTURAL DESIGN LOADING
8, INTERCEPTORS AND SEPARATORS SHALL BE DE5IGNE❑ TO WITH5TAND AN H-20 WHEEL LOAD
9. INTERCEPTORS OK5EPAKATOPS MADE OF POLYETHYLENE OR FIDLKGLA55 5HALL INCLUDE A
MINIMUM 12,000 Psi TENSILE STRENGTH, h 9.000 PS! FLEXURAL STRENGTH. AND 600.000 P51
FEXUKAL MODULU5,
10. ALL INTERGEFTORS AND SEPAPATORS 5HALL BE INSTALLED IN ACCORDANCE WITH THE
MANUFACTURERS SPECIFICATIONS.
PLASTIC GREEN MANHOLE
MARKER -LABELED SEWER
MANHOLE, SEE NOTE 3
TEST STATION OR TEST 70RT-
57ANDARp H2O7P.AFFIC LOAD RATED
VALVE SOX WITH LID LASELED'TS" AND
PAINTED GREEN, PLACED ABOVE
LOOT' 3 FT (MIN) DOWN5TKEAM SEWER N
OF WIRE INTO
TEST STATION'``
I
STANDARD
INDUSTRIAL CRIMP I I \ \\\\\
(SIMILAR METAU.
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COPPER TRACER
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WIRE AROUND I I I I SEE
CIRCUMFERENCE OF I I I I NOTE 2
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DOWN5TREAM SEWER I I I I TAP
MAIN I
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------L---------�-L-��---- -V
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NOTES: MAIN
I . THE TRACER WIRE SHALL BE CONTINUOUS TO THE GREATEST EXTENT P0551BLE. FOR GRAVITY MAIN
D O LATERAL INSTALLATIONS LE55 TH 8 FT TRACING RE SHALL ATTACHED TO THE
AN R LA RALAN .THE IN WI A E
PIPE. TRACER WIRE 5HALL BE LAID FLAT AND 5ECUKELY AFFIXED TO THE PIPE AT 10 FOOT INTERVALS.
FOR GRAVITY MAIN AND OR LATERAL IN5TALLATION DEEPER THAN 8 FT, THE TRACING WIRE SHALL BE
5 ALLED 7 EPTH O -8 THE WIRE 5HALL BF P OTFCTED FROM DAMAGE DU G THE
N 7 A A p F 7 FT A L R FR pAMA RIN H
EXECUTION OF THE WORK. NO BREAKS OF CUTS IN THE TRACER WIRE 5HALL BE PERMITTED.
2. WHERE LATERAL TAPS ARE MADE BY 5EKVICF SADDLES, THE TRACER WIRE 5HALL NOT BE ALLOWED
TO TO BI= PLACED BETWEEN THE SADDLE AND MAIN,
3. MANHOLE MARKERS SHALL BE PLACED ADJACENT TO MANHOLES AT THE DISCRETION OF OWNER OR
OWNER'S REPF.E5ENTATIVF.
N01 E5:
I THE TRACER WIRE 5HALL BE CONTINUOUS TO THE GREATEST EXTENT P055i6LE.
WHERE JOINTS ARE NFCF551TATED IN THE WIRE, THE JOINTS 5HALL HE SECURELY
DXTENO TRACER WIRE
BONDED TOGETHER WITH AN APRROVFD INDUSTRIAL CRIMP CONNEGTORTO
TO JUST BELOW
PROVIDE ELECTRICAL CONTINUITY. CRIMPS SMALL BE SIMILAR METAL.
CLEAN OUT PLUG
2 THE CLEANOUT AT THC RIGHT OF WAY ANp OR EASEMENT 5HALL SERVE A5 THE TE57
PORT WITH THE TRACING WIRE BROUGHT UP OUTSIDE THE CLEANOUT A55DMBLY
AND WRAPPED AROUND THE STACK TWICE AT A DEPTH OF APPROXIMATELY 1211
BELOW GAAUE.
3. 5PUCED CONNECIDN5 5HALL 6E ALLOWE❑ BETWEEN THE MAIN LINETRACER WIRE
AND THE LATERAL TRACER WIRE,
FIN15HED
4. FOR NEW 5EWER TAP5 ON EXISTING MAIN5 VOID OF ANY TRACER WIRE, PROVIDE AN
o.'. GRADE
ANODE FOR THE TRACING WIRE TERMINATION AT THE POINT OF THE NEW TAP ON THE
!'. `
EXISTING SEWER MAIN.
PAVEMENT CURB
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DEPARTMENT OF PUBLIC UTILITIES
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DWG. NO.
REVISION5
DATE
REVISION5
DATE
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G-92
A.B.B.
4-8-04
5-30
KRH
3-30-00
D.H.L,
G-18-08
'J
McADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, INC 27713
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
HERITAGE PROPERTIES
501 FAIRMONT AVENUE, SUITE 101
TOWNSON, MARYLAND 21286
PHONE: [phone]
ERITAGE
x PROPERTIES, INC
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REVISIONS
N0. DATE
1 XX. XX. XXXX REVISION DESCRIPTION
PLAN INFORMATION
PROJECT NO.
HTG-17000
FILENAME
HTG17000-D1
CHECKED BY
CHT
DRAWN BY
CHT
SCALE
N.T.S.
DATE
12. 15. 2018
SHEET
SANITARY SEWER
DETAILS
D-4
W
a
X
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

(2)DROPHANDI
7-77
7r9"
3+a•
(22mmj
19mm)
1 314'
(44 J
151r8'
1114' (384mm)
(32mT)
TOP OF CURB NOTES:
1. THE SLOPE OF THE GUTTER TO
THE CATCH BASIN ON THE UPHILL
12 3f4.
3000
P.SI,
CONG.
FOR SLOPE
RED.'S SEE
NOTE 1.
T 6"
�'•
', FLOW LINE
0
2-2- G 1- PIPE OR WC PIPE
E' MIN..OVER 12' DEEP 12' MIN.
UP TO 6' FROM TOP OF CURE.
0
e �
a a
° "
c
1I2' O a
112• D
S1DE SHALL BEGIN 10' FROM THE
THE CATCH BASIN. THE SLOPE OF
THE GUTTER TO THE CATCH BASIN
ON THE DOWNHILL SIDE,
SHALL BEGIN 10' FROM
THE CATCH BASIN.
2. STEPS SHALL BE INSTALLED IN
ALL CATCH BASINS OVER 3' IN DEPTH.
DEPTH SHALL BE MEASURED FROM THE
TOP OF CURB TO THE INVERT
OF THE CATCH BASIN.
3. SOLID CONCRETE BRICKS MAY BE
USED IN 4X4X8 OR 4X8X16 SIZES.
4. NCDOT APPROVED PRECAST
CONCRETE BOXES ACCEPTABLE
USING STANDARD 5' CASTINGS.
5. DOMESTIC CASTING REQUIRED WITHN
STREET RIGHT OF WAY,
6. 1" MAXIMUM EXTENSION OF PIPE
INTO THE STORM BOX.
, 6" UP TO 12' DEEP
°
. �• ° ^' , ° a .{ tl V - 12- OVER 12- DEEP
6"0 0 6.4. ° I7
STANDARD C.B. STEP
3-43 REBARS�
8'LONG 1
9 T
GROUT
.e_ �" 6• �IN PLACE
°Ne zI v4• 4.
IJ
000 000
212 PIPES2z 2'1 u2• A 510E
LONG ON A a• PLAN ELEVATION
BLOPE-18"BELfWJ
TOP OF C.B. <•
SUPRE&STANYGILFA-
­SAR
8"MiNIMLIM. 8" RE516TANT
OVER 12' DEEP MATERIAL
12' MMIMUM llP TO RueRER1
6FROM TOP OF CURS. 12' P,ASTIC
,sue- ELEVATION SECTION A -A
IF STRDCTDRE IS
GREATER TMN 12'-
OEEP,FOOTING IS
TD EMEND fi"
U-YONOTHESTRUCTURE
° CITY OF RALEIGH
s^ s"
STANDARD DETAIL
REVISIONS OATE.-81Iffs Mor T°scaLE
3000 PSI CONCRETE n nu rnrru
�� - a wa ►Sa.
3aa� �a�aoaa�aaa�o'
CITY OF RALEIGH
NODUMPINGI NO TIRE RASURA-
(RAISED)
35D3N OIU U3 Ia33D3N
IV 53NAH0 .061hW4 015NIVHO
IVkIOSV931,1110N IONId WrlO ON
AD131V8 HO AiIO
COVER SECTION
718"
(2)DROPHANDI
3!A'
(22mm?
119mmJ
1 3r4"
15 1!8•
11/4" (384mm)
(32mm,
(44 )
NO.3 REBAR 3" O.C.
PLACED 3'FROM
GROUT FRAME EDGE, ALL SIDES.
TO SLAB TOP
3'f"
NOTES
1. FOR 24" PIPE & LARGER USE
IIII`IIII`lIII� slid IIII�IIII�II PIPE DIAMETER PLUS I2"FOR
°•tl 0lllll~I° MINIMUM INSIDE DIMENSION.
ADJUST TO TOP 9 CL4 "A" CONCRETE .N"
OF BRICK 2. USE 4"X4"XB"OR 4"X8"X16"
= SOLID CONCRETE BLOCK, CAST
2 IN PLACE OR PRECAST CONCRETE
1l2" PLASTER 2' MIN. _ TO MEET NCD07 STANDARDS
3' MAX. ACCEPTABLE.
3' MINIMUM, OVER 8' DEEP
12" MINIMUM UP TO 6' a 3. FOR STEP REQUIREMENTS,
FROM TOP OF CURB rc
q SEE NOTE 4 ON STANDARD
DETAIL SW-10.03.
N
3000 P51 CDNCRETE
CONCRETE SLAB TOP
4 3_6"
CLASS"A"CONCRETE
III III
II '0= II
II
III II III
I I
I I
€ I
m I I
NO.3 REBAR T O.C.
PLACED 3"FROM
EDGE, ALL SIDES.
-
vGi Inv
I
CITY OF RALEIGI
STANDARD DETAIL
REVISIONS OA7E:W„1e
as � �aa����paaapa�ae�a•
CITY OF RALEIGH
NODUMPINGI NO TIRE HASURAI
DI TO ONVIIIIIM DREN SAL
01 31 V2" 31 112' 31 112'
(AM-) 000-)USE EAST (0oemm)
3!4" 1 TV 3' USE EAST JORDAN (44mm)
IRON WORKS, C a4mmJ p3mm) IRON WORKS, INC.
V-4096-2 V-4096-2
OR APPROVED EQUAL 3l4-TI IT l4, OR APPROVED EQUAL 314.1 IT
(19mm) 1 114" {19mm1 (19mmj
[32mm)
�(251­) 2 1f2• (25mm) (25mm)
(64mm)
ASSEMBLY SECTION
� x an! dU1ow °
MOIDAYNR X'
DI Q
(3) 7M"-9x3 3I4" LG HEX HD
$ BOLTS, NUTS (GRADE 6)
,n WITH LOCK WASHERS
ti
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F-
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m
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ti
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BACK SIDE OF ASSEMBLY
NOTE:
USE GRADE 8 BOLTS ONLY FOR
BOLTING TOGETHER
4
i
3'
(73mm)
(RAISED)
3sn3N OIU a3Ala39D3N
lV 63 � N3aO r 01 SNIVHa
IVNnSV93'dL10N 1DNld W000N
HOSIV8 dO A JO
COVER SECTION
1 114"
43zmm1
2 1q'
64mm)
ASSEMBLY SECTION
31 t!2"
(eDOmm)
TT�
314,
(lsmm)
1,
(25mm)
i, ID o
xa.VAVUIoIv
MOfOAYNR X'
g DI
(3) 718"-9x3 314^ LG HEX HID
BOLTS, NUTS (GRADE 8)
WITH LOCK WASHERS
BACK SIDE OF ASSEMBLY
NOTE:
USE GRADE 8 80LTS ONLY FOR
BOLTING TOGETHER
TYPICAL MH FOR STORM SEWER
PIPE SIZE
MH DIAMETER
12-24"
4'-0"
30-42"
51�01
48'
54"
5'-3"
- - - - - - - - - - 1 - - - - - -
1 3"
SIDE ELEVATION
B STANDARD MANHOLE A 1" 1„ TREAD SURFACE 1„
RING AND COVER A A
34" HOLES FOR
HANDLES 15"
-SEE DETAIL-
r-U"
77
PLAN OF COVER B
W 12" 0 4.
a 4A"
OR 5' 0" O T
Kg T 1• �
SLOPE 45' C
OR 5'-0" 314^
a
C C G'THICK UP TO 12' DEEP 2'-4112" i"h 2'-4112" �1'`- I-� 1 10
12'THICX OVER 12' DEEP g-3"
LOPE fi'f12" -
�� 6 s" F� SECTION A -A
21114' I
3000 PSI " .B 3000 P51 CONCRETE A 3„ 5"�1r2'I-�5�7if2�-I
GROUT
�-�SECTION A -A SECTION B-B 5" 7r=;;�I-
1 v4"
SECTION B-B
T TOP VIEW
NOTES. }
5J0" uoulvo I
1. DEPTH MEASURED FROM TOP OF t 112" - - 12 10 1 1(4"
CASTING TO INVERT OF MANHOLE, 3 V4"
see R s = T 314"
2. PRECAST MANHOLE COMPONENTS SHALL T
1f2"SD. 1
MEET ASTM-C-478 REQUIREMENTS. _ HE, NUT 1 V2
3. SEE STANDARD. SW-10. 10 FOR MANHOLE S.E 314^ 41(2"
COVER DETAIL.
DETAIL OF HANDLE
4. DOMESTIC CASTINGS REQUIRED 21 IA'.�
WITHIN STREET RIGHT-OF-WAY.
TYPE A
SECTION C-C
5/8" 0
t -
M
DETAIL OF
pbl PLATES
10 OSTAINLESS STEEL DROP HANDLES
NOTES:
PAINT WITH RUST INHIBITING BLACK PAINT.
BILL OF MATERIAL
MATERIAL LIST FOR ONE UNIT - MAKE UNITS
1
C1.5 X 33.W CHANNEL 62 1/2"
MK-cal
4
118" X 1' H.R. FLAT BAR 3"
MK-pal
2
31W X 3" H.R. FLAT BAR 10"
MK-pb1
2
112" STAINLESS STEEL ROUND ROD 18"
8
112' STAINLESS STEEL HEX NUTS
4
17T STAINLESS STEEL FLAT WASHERS
1l4j
SHEETI OF2
12, 314'
ss.4" CITY OF RALEIGH
STANDARD DETAIL
REVISIONS GATE.-61vre u TTOSCALF
CATCH BASIN
END ELEVATION CASTINGS
0
PERM I T
G�
231l2' 21"
O ( Lv
° SPACE p0 �0
�N
2 &4" °
COVER 120 LEIS. MINIMUM
25 1116"
BUTYL-NEK OR
APPROVED SEALANT 71/2' � 22" .�
BETWEEN FRAME
AND COVER 2
r Y� zs lsns°
33 114"
518"X3" LAGSHIELD IN HOLE
DRILLED INTO CONE OR
RING WITH ANCHOR SUNK TO
NOTES: DESIGN DEPTH, AND 51B"X3"
1. ALL MANHOLE FRAMES SHALL BE DOMESTICALLY CAST, HOT DIPPED GALVANIZED
LAG BOLT AND WASHER.
2. FRAME SHALL BE A MINIMUM WEIGHT OF 1132 LBS_ WITHIN
PUBLIC ROW AND 160 LBS. WITHIN EASEMENTS.
3. COVER SHALL WEIGH A MINIMUM OF 120 LBS.
4. ALL MANHOLE FRAMES OUTSIDE OF PAVED SURFACE SHALL BE
BOLTED TO THE CONE SECTION OR RING WITH A MINIMUM
OF 4 BOLTS PER FRAME.
'J
McADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
HERITAGE PROPERTIES
501 FAIRMONT AVENUE, SUITE 101
TOWNSON, MARYLAND 21286
PHONE:[phone]
HERITAGE
, y PROPERTIES, INC
III-
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REVISIONS
NO. DATE
1 XX. XX. XXXX REVISION DESCRIPTION
PLAN INFORMATION
PROJECT NO. HTG-17000
FILENAME HTG17000-D1
CHECKED BY CHT
DRAWN BY CHT
SCALE N.T.S.
DATE 12. 15. 2018
SHEET
STORM DRAINAGE
DETAILS
D�5
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

NYLOPLAST 12" DRAIN BASIN: 2812AG X
(1, 2) INTEGRATED DUCTILE IRON
FRAME & GRATE TO MATCH BASIN O.D.
MINIMUM PIPE BURIAL
DEPTH PER PIPE
(3} VARIABLE INVERT HEIGHTS MANUFACTURER
RECOMMENDATION
AVAILABLE (ACCORDING TO (MIN. MANUFACTURING
PLANSITAKE OFF) REO. SAME AS MIN. SUMP)
WATERTIGHTJOINT _
(CORRUGATED HDPE SHOWN)
(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE:
4'- 12' FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL,
ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX'. SDR 35),
PVC DWV (EX: SCH 40), PVC C9001C9M, CORRUGATED & RIBBED PVC
THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER
GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,
CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321,
BEDDING & BACKFILL FOR SURFACE DRAJNAGE INLETS SHALL BE
PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.
1 - GRAT£SISOLID COVER SHALL BE DUCTILE IRON PER ASTM A526 GRADE 70-50.05,
WITH THE EXCEPTION OF THE BRONZE GRATE.
2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A636 GRADE70M0-05
3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS,
RISERS ARE NEEDED FOR BASINS OVER 84' DJE TO SHIPPING RESTRICTIONS,
SEE DRAWING NO 7001-11R065
4 • DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO
ASTM 03212 FOR CORRUGATED HOPE (ADS N-12 RANCOR DUAL WALL).
N-12 HP, &FNC SEWER.
5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0' TD 360'. TO DETERMINE MINIMUM
ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110.01Z
12' COVER FRAME
12' SOLID COVER
114-20 X 134" LONG HEX BOLT
ZINC -PLATED STEEL
NOTE: LOCATION OF LOCKING DEVICE MAY VARY
voo
DRILL 0.281 THRU GRATE ONLY
COUNTERBORE 0.75 X .16 DP
15) ADAPTER
ANGLES
'ARIABLE0'- &
ACCORDING TO
PLANS
fil020iffetTeil
18" MIN WIDTH GUIDELINE
8" MIN THICKNESS GUIDELINE
TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR
GUIDELINE PURPOSES ONLY, ACTUAL CONCRETE SLAB MUST BE
DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS
TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS.
SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION.
(3) VARIABLE SUMP DEPTH
ACCORDING TO PLANS
(6' MIN. BASED ON
MANUFACTURING REQ.)
4" MIN
GRATEOPTIONS
LOADRATING
PART 40
DRAWING#
PEDESTRIAN
MEETS H-10
1299CGP
7001-110-202
STANDAPZ
MEETS H•20
12B9CGS
7C01-110-203
SOLE COVER
MEETS H-20
1299CGC
7001-110.204
PEDESTRIAN BRONZE
NVA
1299CGPB
7001-110-205
DOME
NIA
12B000D
7001-110-2W
DROP IN GRATE
LIGHT DUTY
120161
7001-1111021
DRILL 0
TAP 114-20 THREAD
NYLOPLAST WATER TIGHT SWAGE JOINT
O
i
i
&�5
O1 25,25 Q1 .
O- SEE DRAWING NO. 7001-110-364 FOR ADSIHANCOR THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY JJC MATERIAL 3130 VERONA AVE
N-12 HP BELL INFORMATION NYLDPLAST HAS PROPRIETARY RIGHTS_ THE RECEIPT BUFORO GA 30518
O2 - SEE DRAWING NO. 7003-11D-031 FOR WATER TIGHT OR POSSESSION OF THIS PRINTDOES NOT CONFER. DATE 8-6-09 PVC �T PHN [phone]
SWAGE JOINT DETAIL TRANSFER, OR LICENSE THE USE OF THE DESIGN OR N 4o aSt FAX 1770) 3sWsc am
3 - DIMENSIONS ARE FOR REFERENCE ONLY TECHNICAL INFORMATION SHOWN HEREIN APPO BY JJC PROJECT NO NAME 5
ACTUAL DIMENSIONS MAY VARY REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE
CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE B.609 72 X 12 ADSIHANCOR N•12 HPTEE
4 - DIMENSIONS ARE IN INCH ES ARTICLE HEREFROM, FOR THE DISCLOSURETO OTHERS
15 FORBIDDEN. EXCEPT BY SPEGIFIG WRITTEN
PERMISSION FROM NYLOPLAST. �mppxnausr DWG SIZE A SCALE 1:6 SHEET 1 OF 1 DWG NO. 1285AGHP REV A
Section 2722
Engineered Surface Drainage Products
GENERAL
PVC surface drainage inlets shall be of the inline drain type as indicated on the contract drawing and referenced within the contract specifications. The ductile iron
grates for each of these fittings are to be considered an integral part of the surface drainage inlet and shall be furnished by the same manufacturer. The surface
drainage inlets shall be as manufactured by Nyloplast a division of Advanced Drainage Systems, Inc., or prior approved equal.
MATERIALS
The inline drain required for this contract shall be manufactured from PVC pipe stock, utilizing a thermo-molding process to reform the pipe stock to the furnished
configuration. The drainage pipe connection stubs shall be manufactured from PVC pipe stock and formed to provide a watertight connection with the specified
pipe system. This joint tightness shall conform to ASTM D3212 for joints for drain and sewer plastic pipe using flexible elastomeric seals. The flexible elastomeric
seals shall conform to ASTM F477. The pipe bell spigot shall be joined to the inline drain body by use of a swage mechanical joint. The raw material used to
manufacture the pipe stock that is used to manufacture the inline drain body and pipe stubs of the surface drainage inlets shall conform to ASTM D1784 cell class
12454.
The grates furnished for a9 surface drainage inlets shall be ductile iron grates for sizes 8", 10", 12", 15", 113", 24' and 30" Shall be made specifically for each fitting
so as to provide a round bottom flange that closely matches the diameter of the surface drainage inlet. Grates for inline drains shall be capable of supporting H-20
wheel loading for traffic areas or H-10 loading for pedestrian areas. 12" and 15' square grates will be hinged to the frame using pins. Metal used in the
manufacture of the castings shall conform to ASTM A536 grade 70-50-05 for ductile iron. Grates shall be provided painted black.
INSTALLATION
The specified PVC surface drainage inlet shall be installed using conventional flexible pipe backfill materials and procedures. The backfill material shall be
crushed stone or other granular material meeting the requirements of class 1, class 2, or class 3 material as defined in ASTM D2321. Bedding and backfill for
surface drainage inlets shall be well placed and compacted uniformly in accordance with ASTM D2321. The drain basin body will be cut at the time of the final
grade. No brick, stone or concrete block will be required to set the grate to the final grade height. For H-20 load rated installations, a concrete ring will be poured
under and around the grate and frame. The concrete slab must be designed taking into consideration local sail conditions, traffic loading, and other applicable
design factors. For other installation considerations such as migration of fines, ground water, and soft foundations refer to ASTM D2321 guidelines.
D
09 0A
INVERT
ALL DIMENSIONS ARE IN INCHES THIS PRINT DISCLOSES SUBJECT MATTER IN WH9CIF DRAWN BY
JJC
MATERIAL
3131 VERONA AVE
NIYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT
BUFORD, GA 30518
OR POSSESSION OF THIS PRIM DOES NOT CONFER, DATE
TRANSFER, OR LICENSE THE USE OF THE DESIGN OR
816-09
PVC
Nyto
�
ast
PHN 1170) 932-2443
FAX [phone]
TECHNICAL INFORMATION O N HEREIN
SH W H Apcp BY
JJC
PROJECT NO (NAME
r>'
wwW.n I Va51-Us.Gam
Y °7'
REPRODUCTION DF THIS PRINT OR ANY INFORMATION
TITLE
CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE
8.6-09
121N-30TNADSINANCORM-12HP
ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS
UNIVERSAL BELL INFORMATION
IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN
PERMISSION FROM NYLOPLAST- a:imr xvintvs OWG SIZE
A
SCALE NTS
SHEET
1 GF 1
DWG NO.
7001-110.364
REV A
12' GRATE FRAME
12' STANDARD GRATE
114-20 X 1 3I4" LONG HEX BOLT
ZINC -PLATED STEEL
liPLIT 196211
NOTF: LOCATION OF LOCKING DEVICE MAY VARY
DRILL 0,281 THRU GRATE ONLY
COUNTERBORE 0.75 X.18 DP
SIZE
HAMIN
flA MAX
0B MIN
0B MAX
C MIr�!
C MAX
D AVG
72"
15.338
15.549
15.044
16.294
5.50D
7.399
13.641
75"
18.230
16.470
18.975
19225
6.400
9.409
16.542
1 B"
21.929
22.199
23.527
23.822
9.459
11.959
20.773
24"
28.993
29.269
30.861
31.185
13.063
14.813
27.754
30"
37.134
37.334
39.324
39.624
14.264
1 fi.260.
35,168
ORIL!
TAP 114-2C THREAD
'J
McADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
HERITAGE PROPERTIES
501 FAIRMONT AVENUE, SUITE 101
TOWNSON, MARYLAND 21286
PHONE:[phone]
HE
s- .,
PROPERTIES, INC
IIII-
IIIICC
LU
-
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V
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��.� �N CARS,,
••Q SEA,_ y<i
0r11,09 i0-7�
REVISIONS
N0. DATE
1 XX. XX. XXXX REVISION DESCRIPTION
PLAN INFORMATION
PROJECT NO. HTG-17000
FILENAME
HTG17000-D1
CHECKED BY
CHT
DRAWN BY
CHT
SCALE
N.T.S.
DATE
12. 15. 2018
SHEET
STORM DRAINAGE
DETAILS
PRELIMINARY DRAWING -NOT RELEASED FOR CONSTRUCTION
D-6

E
4
SMRMWATER DETENTION SYSTEM PLAN VIEW
N.T.S.
STORMFILTER DESIGN NOTES
STORMFILTER TREATMENT CAPACITY IS A FUNCTION OF THE CARTRIDGE SELECTION AND THE NUMBER OF CARTRIDGES. THE STANDARD MANHOLE
STYLE IS SHOWN WITH THE MAXIMUM NUMBER OF CARTRIDGES (7). VOLUME SYSTEM IS ALSO AVAILABLE WITH MAXIMUM 7 CARTRIDGES.
072" MANHOLE STORMFILTER PEAK HYDRAULIC CAPACITY IS 1.5 CFS. IF THE SITE CONDITIONS EXCEED 1.5 CFS AN UPSTREAM BYPASS STRUCTURE IS
REQUIRED.
CARTRIDGE SELECTION
CARTRIDGE HEIGHT
27"
18"
LOW DROP
RECOMMENDED HYDRAULIC DROP (H)
3.05'
2.3'
1.8,
SPECIFIC FLOW RATE (gpm/SO
2 gpm/sf
11.67*gpm/sfl
1 gpmisf
I 2 gpm/sf
1.67* gpm/sf
1 gpmisf
2 gpm/sf
1.67* gpm/sf
1 gpm/sf
CARTRIDGE FLOW RATE (gpm)
22.5
1 18.79
1 11.25
1 15
1 12.53
1 7.5
1 10
1 8.35
1 5
* 1_67 gpmisf SPECIFIC FLOW RATE IS APPROVED WITH PHOSPHOSORB ' (PSORB) MEDIA ONLY
FRAME AND COVER
(DIAMETER VARIES)
N.T.S.
SITE SPECIFIC
DATA REQUIREMENTS
STRUCTUREID
`
WATER QUALITY FLOW RATE (cfs)
PEAK FLOW RATE Ids)
RETURN PERIOD OF PEAK FLOW (yrs)
CARTRIDGE HEIGHT (27", 18", LOW DROP(LD))
NUMBER OF CARTRIDGES REQUIRED
CARTRIDGE FLOW RATE
MEDIA TYPE (PERLITE, ZPG,PSORB)
PIPE DATA:
I.E.
MATERIAL
DIAMETER
INLET PIPE #1
INLET PIPE #2
OUTLET PIPE
RIM ELEVATION
ANTI -FLOTATION BALLAST
WIDTH
HEIGHT
NOTES/SPECIAL REQUIREMENTS:
* PER ENGINEER OF RECORD
GENERAL NOTES
1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.
2, DIMENSIONS MARKED WITH () ARE REFERENCE DIMENSIONS. ACTUAL DIMENSIONS MAY VARY.
3, FOR SITE SPECIFIC DRAWINGS WITH DETAILED VAULT DIMENSIONS AND WEIGHTS, PLEASE CONTACT YOUR CONTECH ENGINEERED SOLUTIONS
LLC REPRESENTATIVE. www.ContechES.com
4. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN THIS
DRAWING.
5. STRUCTURE SHALL MEET AASHTO HS-20 LOAD RATING, ASSUMING EARTH COVER OF 0'- T AND GROUNDWATER ELEVATION AT, OR BELOW, THE
OUTLET PIPE INVERT ELEVATION, ENGINEER OF RECORD TO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS SHALL MEET AASHTO
M306 AND BE CAST WITH THE CONTECH LOGO.
6. FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING. RADIAL MEDIA DEPTH SHALL
BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 38 SECONDS.
7. SPECIFIC FLOW RATE IS EQUAL TO THE FILTER TREATMENT CAPACITY (gpm) DIVIDED BY THE FILTER CONTACT SURFACE AREA (sq ft).
8. STORMFILTER STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C-478 AND AASHTO LOAD FACTOR DESIGN METHOD.
INSTALLATION NOTES
A. ANY SUB -BASE, BACKFILL DEPTH, AND/OR ANTI -FLOTATION PROVISIONS ARE SITE -SPECIFIC DESIGN CONSIDERATIONS AND SHALL BE
SPECIFIED BY ENGINEER OF RECORD.
B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LIFTING AND REACH CAPACITY TO LIFT AND SET THE STORMFILTER STRUCTURE
(LIFTING CLUTCHES PROVIDED).
C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL STRUCTURE SECTIONS AND ASSEMBLE STRUCTURE.
D. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT INLET PIPE(S).
E. CONTRACTOR TO PROVIDE AND INSTALL CONNECTOR TO THE OUTLET RISER STUB. STORMFILTER EQUIPPED WITH A DUAL DIAMETER HOPE
OUTLET STUB AND SAND COLLAR. IF OUTLET PIPE IS LARGER THAN 8 INCHES, CONTRACTOR TO REMOVE THE 8 INCH OUTLET STUB AT MOLDED
IN CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR.
F. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF.
11 fn
..
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/
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_s fi
BILCO SINGLE DOOR ACCESS -
(J-2AL H20) OR ENGINEER
APPROVED EQUIVALENT (TYP.)
4 4. Q d' a
RCP
(FROM SEDIMENT
_STORAGE BOX)
4
a_
15" RCP (IN) / / ° ° . \ \ Q
INV. = 346.10 4 4.'
(FROM SEDIMENT ° \ \
STORAGE BOX) ° a \ V
e� Q
(44
.. a a
a '
as /p
• a � �� a 1 l
4
4 4
X
4
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G 4
d /
a
BOTTOM EL. 339.50
4• a 4 4
15" RCP
(TO EXISTING
CATCH BASIN) 72" CMP (WQ STORAGE)
INV. = 340.00
OVERFLOW WEIR 4�j- a
CREST EL. = 346.00 ' 1
TOP OF HANDWHEEL
TO EXTEND
ABOVE WEIR WALL.
15" RCP
(TO EXISTING CATCH
- -BASIN) - -
15" RCP (OUT)
INV. = 339.50
(TO EXISTING
CATCH BASIN)
OVERFLOW WEIR -
LENGTH = 8 FT
CREST EL. = 346.00
d.
4
STORMFILTER FLOWKIT
OUTLET (TYP.)
N
RIM EL. = 349.00
TOP EL. = 349.00
ACCESS RISERS AND
TOPS DESIGNED BY
OTHERS (TYP.)
OVERFLOW WEIR
LENGTH = 8 FT
CREST EL. = 346.00
6" PLUG VALVE. THE VALVE SHALL BE
A M&H STYLE 1820 ECCENTRIC VALVE
OR ENGINEER -APPROVED EQUAL. THIS
VALVE SHALL BE IN ACCORDANCE WITH
AWWA C-517, AND SHALL BE
OPERABLE FROM TOP OF OUTLET
STRUCTURE VIA A HANDWHEEL
15" RCP (IN)
a INV. = 346.10
(FROM SEDIMENT
STORAGE BOX)
ALUMINUM REINFORCED
VERTICAL ACCESS LADDER
(TYP-)
7Y0 ALUMINIZED
CMP WQ VOL
STORAGE PIPE
a
4 d
a Q4 4
CONTRACTOR SHALL ANCHOR LADDER TO
BOTTOM OF SEDIMENTATION CHAMBER
6" PLUG VALVE CONTECH STORMFILTER WITH ADHESIVE ANCHOR BOLTS (TYP.)
CARTRIDGES AND FLOW KIT
720 ALUM(NiZEI
CMP WQ VOL
STORAGE PIPE
BILCO SINGLE DOOR ACCESS
(J-2AL H20) OR ENGINEER
APPROVED EQUIVALENT (TYP.)
7 STORMFILTER CARTRIDGES AND
ASSOCIATED PLUMBING TO BE
INSTALLED PER MANUFACTURER'S
a SPECIFICATIONS
d
4 .
°
4
a•
`Q n .4
\ 9� O
\J \
EAl
8'X8' INTERNAL DIMENSION
CONCRETE BOX DESIGNED
BY OTHERS
6" PLUG VALVE
NCDOT STANDARD JUNCTION BOX
DIMENSIONS = 4'X4'
4
a
15" RCP 15" RCP
(TO STORMFILTER) (FROM ROOF
DRAINAGE)
_ G
4
2' SEDIMENT STORAGE
4 I SUMP
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PROJECT NO. HTG-17000
FmNAME. HTG17000-SW
CHECKED BY. JES
DRAWN DY- KEG
SCALE: N.T.S.
DATE' 12-18-18
SHEET NO. s w _ j
2%1
61 e) WA 1 • :•
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
�.J MCADAMS

FACE OF ONE GLENWOOD ON
ADJACENT PROPERT"
i II i
--------------—t—
EL.349.80 --————————— — — — — — —
EL. 348.85
REAR EXISTING AVG. GRADE PLANE = 349.33'
(MOST RESTRICTIVE)
ROOF - HIGH POINT
Adk
367.79
ROOF - LOW POINT
361.79
LEVEL 01 - MORGAN ST
346.79
MORGAN ST AVG GRADE PLANE
345.79
TRANSPARENCY REQUIREMENT - UD01.5.9:
N/A NOT STREET FACING FACADE
BLANK WALL AREA COMPLIANCE - UD01.5.10,
N/A NO STREET FRONTAGE THIS ELEVATION
*FOR REFERENCE ONLY, NON-PUBLIC FACING FACADE
2 ACCESSORY STRUCTURE SOUTH BLDG- NORTH ELEVATION
SCALE: 1/8" = 1'-0"
*FOR REFERENCE ONLY, NON-PUBLIC FACING FACADE
HATCH DENOTES GROUND
STORY TRANSPARENT
AREA PER UDO 3.2.6 F1
LEVEL OF ADJACENT
SIDEWALK TO RETAIL
BUILDING
STAIRS UP TO PATIO
LEVEL W/ GROUND FLOOR
FRONT EXISTING AVG GRADE PLANE = 325.25'
(MOST RESTRICTIVE)
ENWOOD ON
E RTY
ROOF - HIGH POINT
367.79
ROOF - LOW POINT
361.79
LEVEL 01-MORGAN ST
MORGAN ST AVG GRADE PLANE
345.79
01 - TOTAL WALL AREA
;EN 0 AND 12' ABOVE ADJ.
SIDEWALK =
LEVEL 01 - TRANSPARENT AREA =
LEVEL 01 - TRANSPARENCY % _
TRANSPARENCY % REQUIRED =
ACCESSORY STRUCTURE SOUTH BLDG - SOUTH ELEVATION (MORGAN STREET)
1 SCALE: 1/8" = 1'-0"
3 ACCESSORY STRUCTURE SOUTH BLDG - WEST ELEVATION
SCALE: 1/8" = 1'-0"
3
*FOR REFERENCE ONLY, NON-PUBLIC FACING FACADE
ACCESSORY STRUCTURE SOUTH BUILDING - EAST FACADE
4 SCALE: 1/8" = 1'-0"
2
307 SF
218 SF
71%
66%
�342.25
LMORGAN ST MOST RESTRICTIVE AVG GRADE
TOTAL AVG GRADE = 345.79'
(SLOPING SITE - LIDO 1.5.7.4)
ACCESSORY STRUCTURE CRITERIA:
3.2.6.D2 - Accessory Structure Max Height of 25' — both
buildings are less than this maximum height (refer to
elevations)
6.7.1 .A
1. Buildings are incidental to the primary mixed -use
building as they are accompanying but not a major part or
portion of the development and are found in connection
with the principal mixed -use building
2. Buildings are subordinate (smaller in size, scale, and
area) to the primary mixed -use building which is allowed
and required under its zoning (DX-12-UG)
3. Buildings are subordinate in size having a much smaller
size, scale, and area (1500 SF and 2100 SF each)
compared to that of the primary mixed -use building
(265,000 SF)
4. Buildings provide convenient access to additional retail
that the primary mixed -use building would not have space
to provide, giving users and the community additional
options to use
5 .Buildings are located on the same lot as the primary
mixed -use building
6.7.2.E
1. Accessory structures comply with the requirements set
forth under section 3.2.6.D2.
2. Accessory structures are located greater than 10' from
the primary structure and each other on the same lot.
12.2.a — Buildings meet the definition of an Accessory
Structure— any structure or use subordinate in both
purpose and size that is incidental to and customarily
associated with any primary structure or principal use that
is located on the same lot.
ROOF - HIGH POINT
367.79
ROOF - LOW POINT
361.79
LEVEL 01 - MORGAN ST OIL
346.79
MORGAN ST AVG GRADE PLANE
345.79
TRANSPARENCY REQUIREMENT - UD01.5.9:
NIA NOT STREET FACING FACADE
BLANK WALL AREA COMPLIANCE - UD01.5.10:
N/A NO STREET FRONTAGE THIS ELEVATION
ROOF - HIGH POINT OL
367.79
ROOF - LOW POINT
361.79
LEVEL 01 - MORGAN ST OIL
346.79
OILMORGAN ST AVG GRADE PLANE �
345.79
TRANSPARENCY REQUIREMENT - UDO 1.5.9:
N/A NOT STREET FACING FACADE
BLANK WALL AREA COMPLIANCE - UDO 1.5.10:
N/A NO STREET FRONTAGE THIS ELEVATION
HERITAGE
77! PROPERTIES, INC
0-3 HILLSBOROUGH STREET
EVELOPMENT
ensler
30 Hillsborough St.
aleigh, NC 27603
U ed States
Fnch
ks
ctural Engineer
Hillsborough Street, Suite
Tel [phone]
Fax [phone]
BW
FdA
=
MEP Engineer
2301 Rexwoods Dr, #108
eigh, NC 27603
Raleigh, NC 27607
ited States
United States
919.782.1833
Tel [phone]
Date Description
2018.10.12 ASR SUBMISSION #2
Seal I Signature
NOT FOR
CONSTRUCTION
Project Name
(ORGAN STREET RETAIL
►UILDING
roject Number
J0.0279.000
escription
JCCESSORY STRUCTURE SOUTH
BLDG - ZONING ELEVATIONS
Scale
Ass° _ 1 1-011
A0n01
0
© 2015 Gensler

*FOR REFERENCE ONLY, NON-PUBLIC FACING FACADE
ACCESSORY STRUCTURE NORTH BLDG - SOUTH ELEV
2 SCALE: 1/4" = 1'-0"
HILLSBOROUGH ST AVG GRADE PLANE
351.78
TRANSPARECNY REQUIREMENT - UDO 1.5.9
NIA - NOT STREET FACING FACADE
BLANK WALL AREA COMPLIANCE - UDO 1.5.10
NIA - NO STREET FRONTAGE THIS ELEVATION
---
EL. 351.30
LINE OF AVG GRADE PLANE = 351.78'
(EXISTING GRADING MORE RESTRICTIVE)
CANOPY TOP OF STEEL OiL
366.72
ROUND
=NT
651
LEVEL 01 OIL
352.05
HILLSBOROUGH ST AVG GRADE PLANE�ST AVG GRADE PLANE
RS1 7R
LEVEL 01 - TOTAL WALL AREA
BETWEEN 0-12' ABOVE ADJ.
SIDEWALK =
345 SF
LEVEL 01 - TRANSPARENT AREA =
232 SF
LEVEL 01 - TRANSAPRENT % =
67%
TRANSPARENCY % REQUIRED =
66%
BLANK WALL AREA COMPLIANCE - UDO 1.5.10
NO BLANK WALL AREAS THIS ELEVATION
ACCESSORY STRUCTURE NORTH BLDG - NORTH ELEVATION (HILLSBOROUGH STREET)
5 SCALE: 1/4" = 1'-0"
i
*FOR REFERENCE ONLY, NON-PUBLIC FACING FACADE
ACCESSORY STRUCTURE NORTH BLDG - WEST ELEV
3 SCALE: 1/4" = V-0"
3.2.6.D2 - Accessory Structure Max Height of 25' — both
buildings are less than this maximum height (refer to
elevations)
6.7.1 .A
1. Buildings are incidental to the primary mixed -use
building as they are accompanying but not a major part or
portion of the development and are found in connection
with the principal mixed -use building
2. Buildings are subordinate (smaller in size, scale, and
area) to the primary mixed -use building which is allowed
and required under its zoning (DX-12-UG)
3. Buildings are subordinate in size having a much smaller
size, scale, and area (1500 SF and 2100 SF each)
compared to that of the primary mixed -use building
(265,000 SF)
4. Buildings provide convenient access to additional retail
that the primary mixed -use building would not have space
to provide, giving users and the community additional
options to use
5 .Buildings are located on the same lot as the primary
mixed -use building
6.7.2. B
1. Accessory structures comply with the requirements set
forth under section 3.2.6.D2.
2. Accessory structures are located greater than 10' from
the primary structure and each other on the same lot.
12.2.a — Buildings meet the definition of an Accessory
Structure— any structure or use subordinate in both
purpose and size that is incidental to and customarily
associated with any primary structure or principal use that
is located on the same lot.
TOP OF STEEL OIL
366.72
LEVEL 01 j1
352.05
GRADE PLANE
351.78
NIA- NOT STREET FACING FACADE
BLANK WALL AREA COMPLIANCE - UDO 1.5.10
NIA - NO STREET FRONTAGE THIS ELEVATION
TRANSPARECNYREOUIREMENT-UDO 1.5.9
NIA -NOT STREET FACING FACADE
BLANK WALL AREA COMPLIANCE - UDO 1.5.10
NIA - NO STREET FRONTAGE THIS ELEVATION
HERITAGE
4_ PROPERTIES, INC
623 HILLSBOROUGH STREET
DEVELOPMENT
2
Gensler
530 Hillsborough St. Tel [phone]
Raleigh, NC 27603 Fax [phone]
United States
BVV
&A
Structural Engineer MEP Engineer
415 Hillsborough Street, Suite 2301 Rexwoods Dr, #108
101 Raleigh, NC 27607
Raleigh, NC 27603
United States
United States
Tel [phone] Tel [phone]
0 Date Description
2 2018.10.12 ASR SUBMISSION #2
Seal / Signature
NOT FOR
CONSTRUCTION
Project Name
HILLSBOROUGH STREET
RETAIL BUILDING
Project Number
90.0279.000
Description
ACCESSORY STRUCTURE NORTH
BUILDING - ZONING ELEVATIONS
Scale
1 /411 = 1'-011
0
*FOR REFERENCE ONLY, NON-PUBLIC FACING FACADE
4 ACCESSORY STRUCTURE NORTH BLDG - EAST ELEV
SCALE: 1/4" = V-0"
A0n02
© 2015 Gensler

MECHANICAL EQUIPMENT SET
BACK > 10' PER LIDO 1.5.7.D.3
IC
MECHANICAL EQUIPMENT SET
BACK > 10' PER LIDO 1.5.7.D.3
NTHOUSE
515.30
—
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503.30
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ON
11101
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-
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■
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.1iSO
�I�I\,►���i\LEVEL
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h
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INI��II
116MEMi��►
MINIMUM,
; .
------111------
1
!rrl�l�l�l�■III
— -__ _�371.31
EL 352.85'
2
HEIGHT / STORY COMPLIANCE - LIDO 3.2.6:
LIDO 3.3.1 - MAX HEIGHT:
12 STORIES MAX ALLOWED
150' MAX HEIGHT ALLOWED
LIDO 3.3.2 - MIN. HEIGHT:
2 STORIES MIN ALLOWED
75% MIN STREET FACING FACADE AT MIN HEIGHT
45MIN. DEPTH OF MIN. HEIGHT FROM FRONT
BUILDING FACADE INTO LOT
BLANK WALL AREA COMPLIANCE - UDO 1.5.10:
NO BLANK WALL AREAS THIS ELEVATION
10 STORIES SHOWN
A2'49'- 11 11/16" SHOWN
10 STORIES SHOWN
LOT WIDTH : 247' - 6"
FACADE AT MIN HEIGHT: 133' - 6"
% OF FACADE PER LOT WIDTH: 54% /2\
221'-3"' SHOWN
EL 353.80' 2 353.30
HILLSBOROUGH ST AVG GRADE PLANE
353.33
LINE OF AVG GRADE PLANE = 353.33'
(PROPOSED IS MOST RESTRICTIVE)
MIXED -USE BUILDING ELEVATION - NORTH (HILLSBOROUGH STREET)
1 SCALE: 1/16" = V-0"
OUTDOOR SCREENED EQUIPMENT INCLUDES:
1) COOLING TOWERS
2) ENERGY RECOVERY SYSTEM
3) STAIR PRESSURIZATION FANS
INDOOR PENTHOUSE EQUIPMENT INCLUDES:
1) ELEVATOR OVERRUN + EQUIP.
2) ROOF STAIRWAY ACCESS
3) MECHANICAL HEAT PUMPS
*REFER TO SHEET A0.15 - ROOF PLAN
LEVEL 10 - TOTAL WALL AREA = 1,906 SF
LEVEL 10 - TRANSPARENT AREA = 1,772 SF
LEVEL 10 - TRANSPARENCY % = 92%
TRANSPARENCY % REQUIRED = 20%
LEVEL 09 - TOTAL WALL AREA = 1,906 SF
LEVEL 09 - TRANSPARENT AREA = 1,743 SF
LEVEL 09 - TRANSPARENCY % = 91%
TRANSPARENCY % REQUIRED = 20%
LEVEL 08 - TOTAL WALL AREA =
LEVEL 08 - TRANSPARENT AREA =
LEVEL 08 - TRANSPARENCY % =
TRANSPARENCY % REQUIRED =
LEVEL 07 - TOTAL WALL AREA =
LEVEL 07 - TRANSPARENT AREA =
LEVEL 07 - TRANSPARENCY % =
TRANSPARENCY % REQUIRED =
LEVEL 06 - TOTAL WALL AREA =
LEVEL 06 - TRANSPARENT AREA =
LEVEL 06 - TRANSPARENCY % =
TRANSPARENCY % REQUIRED =
LEVEL 05 - TOTAL WALL AREA =
LEVEL 05 - TRANSPARENT AREA =
LEVEL 05 - TRANSPARENCY % =
TRANSPARENCY % REQUIRED =
LEVEL 04 - TOTAL WALL AREA =
LEVEL 04 - TRANSPARENT AREA =
LEVEL 04 - TRANSPARENCY % =
TRANSPARENCY % REQUIRED =
LEVEL 03 - TOTAL WALL AREA =
LEVEL 03 - TRANSPARENT AREA =
LEVEL 03 - TRANSPARENCY % =
TRANSPARENCY % REQUIRED =
LEVEL 02 - TOTAL WALL AREA =
LEVEL 02 - TRANSPARENT AREA =
LEVEL 02 - TRANSPARENCY % =
TRANSPARENCY % REQUIRED =
LEVEL 01 - TOTAL WALL AREA
BETWEEN 0 AND 12' ABOVE ADJ.
SIDEWALK =
LEVEL 01 - TRANSPARENT AREA =
LEVEL 01 - TRANSPARENCY % =
TRANSPARENCY % REQUIRED =
A2
1,906 SF
1,743 SF
91%
20%
1,906 SF
1,743 SF
91%
20%
1,906 SF
1,743 SF
91%
20%
1,906 SF
1,743 SF
91%
20%
1,906 SF
1,743 SF
91%
20%
1,891 SF
1,091 SF
58%
20%
2,F 44 S
1,240 SF 2
61%
20%
1,736 SF
1,307 SF
75%
66%
HERITAGE
PROPERTIES, INC
-7
HILLSBOROUGH STREET OFFICE
BUILDING DEVELOPMENT
Gensler
530 Hillsborough St. Tel [phone]
Raleigh, NC 27603 Fax [phone]
United States
lynch Arei
Structural Engineer
415 Hillsborough Street, Suite
101
Raleigh, NC 27603
United States
Tel [phone]
BW
&A
MEP Engineer
2301 Rexwoods Dr,#108
Raleigh, NC 27607
United States
Tel [phone]
0 Date Description
2 2018.10.12 ASR SUBMISSION #2
3 2018.11.08 ASR SUBMISSION #3
Seal / Signature
NOT FOR
CONSTRUCTION
Project Name
HILLSBOROUGH STREET
OFFICE BUILDING
DEVELOPMENT
Project Number
90.0279.000
Description
MIXED -USE BUILDING ELEVATION
NORTH (HILLSBOROUGH STREET)
Scale
1 /16" =1'-0"
A0n1 1
© 2015 Gensler

MECHANICAL EQUIPMENT SET
BACK > 10' PER LIDO 1.5.7.D.3
HATCH DENOTES UPPER
STORY TRANSPARENT
AREA PER LIDO 3.2.6 F2
HATCH DENOTES GROUND
STORY TRANSPARENT
AREA PER LIDO 3.2.6 F1
O
wO
0
0-LL
�O
0
0
'0O
LL
O=
�re
Cf)O
o O
z�
0 O
o O
O
EOLL_
1 1.1
2
2
HEIGHT / STORY COMPLIANCE - UDO 3.2.6:
UDO 3.3.1 - MAX HEIGHT:
12 STORIES MAX ALLOWED
150' MAX HEIGHT ALLOWED
LIDO 3.3.2 - MIN. HEIGHT:
2 STORIES MIN ALLOWED
75% MIN STREET FACING FACADE AT MIN HEIGHT
45' MIN. DEPTH OF MIN. HEIGHT FROM FRONT
BUILDING FACADE INTO LOT
BLANK WALL AREA COMPLIANCE - UDO 1.5.10:
NO BLANK WALL AREAS THIS ELEVATION
3
slim
10 STORIES SHOWN
/�149' -11 11/16" SHOWN
10 STORIES SHOWN
LOT WIDTH : 247' - 1"
FACADE AT MIN HEIGHT: 216' - 4" A
% OF FACADE PER LOT WIDTH: 87%
139'-3"' SHOWN
MIXED -USE BUILDING ELEVATION - WEST (BOYLAN AVENUE)
1 SCALE: 1/16" = V-0"
f l % r77
37'-10"
0
N
TOP OF PENTHOUSE
515.30
■
1�
i�
��
�� ��
��LEVEL
1
I.■■■■.:.��
.::.
LEVEL 1
473.97
If
ammIIIIIIII
LEVEL 1:
459.30
•LEVEL 1
444.63
11
��1
•
LU
��■1
If
LU LEVEL 06
.
IMF
NMI
It
��
i�
si
1 L
■
�I■1
415.30
is
'I at
��
�;
1. ,
_kI\
��■■■■■■l
400.63
�I
iiLEVEL
03 OlL
385.97 "IF
LEVEL 02 OIL
371.30"Ir
0
5o
01 LOBBY
OIL
353.30 "-F
OUTDOOR SCREENED EQUIPMENT INCLUDES:
1) COOLING TOWERS
2) ENERGY RECOVERY SYSTEM
3) STAIR PRESSURIZATION FANS
s
INDOOR PENTHOUSE EQUIPMENT INCLUDES:
1) ELEVATOR OVERRUN + EQUIP.
3
2) ROOF STAIRWAY ACCESS
3) MECHANICAL HEAT PUMPS
*REFER TQ SHEET A0. 15 - ROOF PL N
ME LE TS
BACK > 10' PER UDO 1.5.7.D.3
LEVEL 10 - TOTAL WALL AREA =
3,154 SF
LEVEL 10 - TRANSPARENT AREA =
2,508 SF
LEVEL 10 - TRANSPARENCY % =
80%
TRANSPARENCY % REQUIRED =
20%
LEVEL 9 - TOTAL WALL AREA =
3,145 SF
LEVEL 9 - TRANSPARENT AREA =
1,982 SF
LEVEL 9 - TRANSPARENCY % =
63%
TRANSPARENCY % REQUIRED =
20%
LEVEL 8 - TOTAL WALL AREA =
3,135 SF
LEVEL 8 - TRANSPARENT AREA =
2,483 SF
LEVEL 8 - TRANSPARENCY % =
79%
TRANSPARENCY % REQUIRED =
20%
LEVEL 7 - TOTAL WALL AREA =
3,126 SF
LEVEL 7 - TRANSPARENT AREA =
2,483 SF
LEVEL 7 - TRANSPARENCY % =
79%
TRANSPARENCY % REQUIRED =
20%
LEVEL 6 - TOTAL WALL AREA =
3,116 SF
LEVEL 6 - TRANSPARENT AREA =
2,483 SF
LEVEL 6 - TRANSPARENCY % =
80%
TRANSPARENCY % REQUIRED =
20%
LEVEL 5 - TOTAL WALL AREA =
3,107 SF
LEVEL 5 - TRANSPARENT AREA =
2,483 SF
LEVEL 5 - TRANSPARENCY % =
80%
TRANSPARENCY % REQUIRED =
20%
LEVEL 04 - TOTAL WALL AREA =
3,097 SF
LEVEL 04 - TRANSPARENT AREA =
2,483 SF
LEVEL 04 - TRANSPARENCY % =
80%
TRANSPARENCY % REQUIRED =
20%
LEVEL 03 - TOTAL WALL AREA =
3,052 SF
LEVEL 03 - TRANSPARENT AREA =
1,778 SF
LEVEL 03 - TRANSPARENCY % =
55%
TRANSPARENCY % REQUIRED = L
20%
LEVEL 02 - TOTAL WALL AREA =
3,163 SF
LEVEL 02 - TRANSPARENT AREA =
1,971 SF
LEVEL 02 - TRANSPARENCY % -
TRANSPARENCY % REQUIRED =
62%
20%
LEVEL 01 - TOTAL WALL AREA
BETWEEN 0 AND 12' ABOVE ADJ.
SIDEWALK =
2,632 SF
LEVEL 01 - TRANSPARENT AREA =
1,762 SF
LEVEL 01 - TRANSPARENCY % =
67%
TRANSPARENCY % REQUIRED =
66%
ILLSBOROUGH ST AVG GRADE PLANE 2
353.33
LEVEL 01 - FITNESS / RETAIL SUITE 03 OIL
349.80
A2
NOTE REMOVED
FAI
HERITAGE
PROPERTIES, INC
HILLSBOROUGH STREET OFFICE
BUILDING DEVELOPMENT
Gensler
530 Hillsborough St. Tel [phone]
Raleigh, NC 27603 Fax [phone]
United States
_� BVV lynch,&A
Structural Engineer MEP Engineer
415 Hillsborough Street, Suite 2301 Rexwoods Dr, #108
101 Raleigh, NC 27607
Raleigh, NC 27603
United States United States
Tel [phone] Tel [phone]
0 Date Description
2 2018.10.12 ASR SUBMISSION #2
3 2018.11.08 ASR SUBMISSION #3
Seal / Signature
NOT FOR
CONSTRUCTION
Project Name
HILLSBOROUGH STREET
OFFICE BUILDING
DEVELOPMENT
Project Number
90.0279.000
Description
MIXED -USE BUILDING ELEVATION
WEST (BOYLAN AVENUE)
Scale
1 /16" =1'-0"
A0n12
© 2015 Gensler

HATCH DENOTES UPPER
STORY TRANSPARENT
AREA PER UDO 3.2.6 F2
HATCH DENOTES GROUND
STORY TRANSPARENT
AREA PER UDO 3.2.6 F1
ZL rik LEVEL 01 - FITNESS /
349.80
� A�
0 _
0
0 0
zZD _J
M 00
0
J
o� LL_
HEIGHT / STORY COMPLIANCE - UDO 3.2.6:
UDO 3.3.1 - MAX HEIGHT:
12 STORIES MAX ALLOWED
150' MAX HEIGHT ALLOWED
OUTDOOR SCREENED EQUIPMENT INCLUDES:
1) COOLING TOWERS
B B.2 B.H
D
2) ENERGY RECOVERY SYSTEM
3) STAIR PRESSURIZATION FANS
TOP
OF PENTHOUSE INDOOR PENTHOUSE EQUIPMENT INCLUDES:
515.30 A 1) ELEVATOR OVERRUN + EQUIP.
—
2) ROOF STAIRWAY ACCESS �
— —
_
3) MECHANICAL HEAT PUMPS 4
0
*REFER TO SHEET A0.15 - ROOF PLAN
ROOF
LEVEL 10 - TOTAL WALL AREA = 1,863 SF
LEVEL 10 - TRANSPARENT AREA = 1,774 SF
LEVEL 10 - TRANSPARENCY % = 94%
LEVEL 10 TRANSPARENCY % REQUIRED = 20%
488.63
LEVEL 09 - TOTAL WALL AREA = 1,863 SF
'
LEVEL 09 - TRANSPARENT AREA = 1,733 SF
LEVEL 09 - TRANSPARENCY % = 93%
_
LEVEL 09 TRANSPARENCY % REQUIRED = 20%
473.97
LEVEL 08 - TOTAL WALL AREA = 1,863 SF
LEVEL 08 - TRANSPARENT AREA = 1,733 SF
LEVEL 08 - TRANSPARENCY % = 93%
LEVEL 08 TRANSPARENCY % REQUIRED = 20%
459.30
LEVEL 07 - TOTAL WALL AREA = 1,863 SF
LEVEL 07 - TRANSPARENT AREA = 1,733 SF
LEVEL 07 - TRANSPARENCY % = 93%
—
0 LEVEL 07 OIL TRANSPARENCY % REQUIRED = 20%
orf 444.63
LEVEL 06 - TOTAL WALL AREA = 1,863 SF
LEVEL 06 - TRANSPARENT AREA = 1,733 SF
a LEVEL 06 - TRANSPARENCY % = 93%
LEVEL 06 TRANSPARENCY % REQUIRED = 20%
—
o
0 429.97
'
o LEVEL 05 - TOTAL WALL AREA = 1,863 SF
Q LEVEL 05 - TRANSPARENT AREA = 1,733 SF
LEVEL 05 - TRANSPARENCY % = 93%
_
LEVEL 05 AL TRANSPARENCY % REQUIRED = 20%
= 415.30
o LEVEL 04 - TOTAL WALL AREA = 1,863 SF
LEVEL 04 - TRANSPARENT AREA = 1,733 SF
LEVEL 04 - TRANSPARENCY % = 93%
LEVEL 04 OdL TRANSPARENCY % REQUIRED = 20%
400.63
LEVEL 03 - TOTAL WALL AREA = 1,846 SF
°O
LEVEL 03 - TRANSPARENT AREA = 1,054 SF
LEVEL 03 - TRANSPARENCY % = ZL 57%
-__-
LEVEL 03 TRANSPARENCY % REQUIRED = 20%
385.97 LEVEL 02 - TOTAL WALL AREA = 1,871 SF
°D
LEVEL 02 - TRANSPARENT AREA = 1,137 SF
LEVEL 02 - TRANSPARENCY % = 61 %
TRANSPARENCY % REQUIRED = 20%
LEVEL 02 OIL
371.30 LEVEL 01 - TOTAL WALL AREA
BETWEEN 0 AND 12' ABOVE ADJ.
o
SIDEWALK = 1,480 SF
ao
LEVEL 01 -TRANSPARENT AREA - 979 SF
LEVEL 01 - TRANSPARENCY % = 66%
-
LEVEL 01 -LOBBY TRANSPARENCY % REQUIRED = 66%
353.30
—
-
------------
A
HILLSBOROUGH
ST
AVG GRADE PLANE
353.33
LEVEL
01
- RETAIL SUITE 03
347.22
UDO 3.3.2 - MIN. HEIGHT:
2 STORIES MIN ALLOWED
75% MIN STREET FACING FACADE AT MIN HEIGHT
45' MIN. DEPTH OF MIN. HEIGHT FROM FRONT
BUILDING FACADE INTO LOT
BLANK WALL AREA COMPLIANCE - UDO 1.5.10:
NO BLANK WALL AREAS THIS ELEVATION
10 STORIES SHOWN
z�\_149' -11 11/16" SHOWN
10 STORIES SHOWN
LOT WIDTH : 216' - 2"
FACADE AT MIN HEIGHT: 125' - 6"
% OF FACADE PER LOT WIDTH: 57%
22V-3"' SHOWN
MIXED -USE BUILDING ELEVATION - SOUTH (MORGAN STREET)
1 SCALE: 1/16" = V-0"
�i HERITAGE
PROPERTIES, INC
HILLSBOROUGH STREET OFFICE
BUILDING DEVELOPMENT
Gensler
530 Hillsborough St. Tel [phone]
Raleigh, NC 27603 Fax [phone]
United States
B VV
& i
Structural Engineer MEP Engineer
415 Hillsborough Street, Suite 2301 Rexwoods Dr, #108
101 Raleigh, NC 27607
Raleigh, NC 27603
United States United States
Tel [phone] Tel [phone]
0 Date Description
2 2018.10.12 ASR SUBMISSION #2
3 2018.11.08 ASR SUBMISSION #3
Seal / Signature
NOT FOR
CONSTRUCTION
Project Name
HILLSBOROUGH STREET
OFFICE BUILDING
DEVELOPMENT
Project Number
90.0279.000
Description
MIXED -USE BUILDING ELEVATION
SOUTH (MORGAN STREET)
Scale
1 /16" =1'-0"
Q
co
CD
A0n13
© 2015 Gensler

I J`FI.LL / 2 \
MIXED -USE BUILDING ELEVATION - EAST (COURTYARD)
1 SCALE: 1/16" = V-0"
ZI
TRANSPARECNY REQUIREMENT - UDO 1.5.9
N/A NOT STREET FACING FACADE
BLANK WALL AREA COMPLIANCE - UDO 1.5.1
N/A NO STREET FRONTAGE THIS AREA
xERITAGE
PROPERTIES, INC
HILLSBOROUGH STREET OFFICE
BUILDING DEVELOPMENT
Gensler
530 Hillsborough St. Tel [phone]
Raleigh, NC 27603 Fax [phone]
United States
B&VV
�f L
Structural Engineer MEP Engineer
415 Hillsborough Street, Suite 2301 Rexwoods Dr, #108
101 Raleigh, NC 27607
Raleigh, NC 27603 United States
United States Tel [phone]
Tel [phone]
0 Date Description
2 2018.10.12 ASR SUBMISSION #2
3 2018.11.08 ASR SUBMISSION #3
Seal / Signature
NOT FOR
CONSTRUCTION
Project Name
HILLSBOROUGH STREET
OFFICE BUILDING
DEVELOPMENT
Project Number
011 1 • 111
Description
MIXED -USE BUILDING ELEVATION -
EAST (COURTYARD)
Scale
1 /16" =1'-0"
Q
co
CD
A0n14
© 2015 Gensler

HERITAGE
PROPERTIES, INC
TOTAL ROOF AREA = 24,51
25% MAX PENTHOUSE ARI
UDO 1.5.7.D-3
TOTAL PROVIDED
PENTHOUSE AREA = 4,321
PROVIDED PENTHOUSE IS
18% OF TOTAL ROOF ARE
PARAPET WALL = 3 FEET
A 10 STORY BUILDING IS
ALLOWED A PARAPET WA
OF 11 FEET (LIDO 1.5.7.1)
ZONING PLAN - ROOF
1 SCALE. 1/16 = 1-0
PARAPET WALL = 3 FEET TALL
A 10 STORY BUILDING IS
ALLOWED A PARAPET WALL
OF 11 FEET (LIDO 1.5.7.1)
B.8
C.4
HILLSBOROUGH STREET OFFICE
BUILDING DEVELOPMENT
Gensler
530 Hillsborough St. Tel [phone]
Raleigh, NC 27603 Fax [phone]
United States
B VV
&A
Structural Engineer MEP Engineer
415 Hillsborough Street, Suite 2301 Rexwoods Dr, #108
101 Raleigh, NC 27607
Raleigh, NC 27603 United States
United States Tel [phone]
Tel [phone]
0 Date Description
3 2018.11.08 ASR SUBMISSION #3
Seal / Signature
NOT FOR
CONSTRUCTION
Project Name
HILLSBOROUGH STREET
OFFICE BUILDING
DEVELOPMENT
Project Number
0111 1 • 111
Description
MIXED -USE BUILDING ROOF PLAN
Scale
1 /16" =1'-0"
A0n15
© 2015 Gensler

'tiv
Administrative Site Review Application 411111,3 i E3ES EERVVICESICES T
S
(for UDC Districts only) �6 DEPARTMENT
TlevelnpmenI Servitex C:usluuler Sert•iue Caen ter I F—ha-x PIL-n. Soiteeft I R:Jcigh, fif 17fi01 G 9 944_ RI Ella 416 ME <;
FArhhird Sal ON Le 0I11Lxs 111211- " ;O f:rrrnivi Road I Ratcipp, INC. 2'r,0I I p I 4 .•12c11
When suhmr3irig plans, please check the approprioto building type snd Pndude the Plan Checklist document.
BUILDING TYPE
FOR O FRCE USE ONLY
0 Da:adipd L� General
'"""�"Jenriin5-
❑ Attached ❑ rviked u.
F1 Apartment LJ Open Lot
w..lyrnd emJenraminov.
❑ Townhou,c
eve^rd
IJos your;, ry>rect prmft'mv bin I4M40- Me flue Oi$ger or Sketch Plea Review pra[Pv•' it Yea, n; cVh7e rho "Coracf7nd �
GENERAL INFORMATION
Deve lop m. en L N a me BLOCK 83 PARKING DECK
htslde City Limit? DYcs ❑No
Zoning Distric I V X-7—I I L Ovoday Distri- (if a.: ph c a;;l ej NIA
Prfl,—C Ll- PARKING DECK AND RETAIL
Property Addresslas) 701 & 709 H#LLSBOROUGH STREET
IN -[or stepptloratnr HI LLSBOROUGHIBOYLAN
Wake Coo my Properly identif ca l ion NUmberjsl for rscn parxl to which Lhesa gui culines'A II apply:
P-LN_ P-I"N.
P-I N- 1703490106 "'N 1703399107 1
What h your poled tgpCT ❑ ApurL—,l 0 Elrcrly Fo Ab- ❑ H-p.ui. ❑ HpI-L-W,wtcl, E: ON-
❑ Irt mil R—W.irrial ❑ N--Reudenteal Cnndn ❑ ❑ Shopping Center ❑ IS— ❑ Ird—rill Riiijdrlq,
❑ Duplex ❑ Telmon-munlEr.lon Tower ❑ Ik6@lous Instituttons ❑ riesldemlal Cando I:• Rota -I O oxtage Court
A U:k,-If other, pkn—I—iLr_: PARKING DECK
Pe r C' ty Coda Section 1n.2. R-D. 1, summa HrP viP Inrolert win rk swap" for ad Ell Lions, changes of rrSp, or
ntr"ppanWYLper Chapter a of Lhe DDO I,•ndi a re imaa— or parking requrerne nl s"
�110WFSCOPP
THE PROPOSED DEVELOPMENT INCLUDES A PARKING DECK WITH A SVIALL PO RT ION OF RETAIL ALSO
INCLUDED ARE THE INFRASTRUCTURE AND UTILITIES REOUIREID TOSERVE THE PROPOSED BUILDINGS
I^er C•tv Code Chapter 8, 5u7ima•i2e it Your prulbLL ra eul res either a des IgH aQ usLm ant, ur Section 1.0 - Ahernwke
DESIGN AD]USTIBENT
Admimstry Uve 4c
OR AD MIN ALTERNATE N/A
Camp-"'' HERITAGE PROPERTIES, INC "am& sl RYAN BLAIR
CL1EN EVELDPER
Address
OWNER
501 FAIR_MOUNT AVENUE, SUITE 101, TOWSON, MD
_
P'lD-410-769-6139 Email RBLAIROHPIMD.COM
Fax N/A
I
[nmpa-MCADAMS Nama{4,RICK SLATER
CONSULTANT
I Contact Pe rson for
Address 2905 MERIDIAN PARKWAY, DURHAM, NC
Plansl
Phan- 919-361-5000
`'mall Sl-ATERQMCADAMSCCt.G•0M
rmf N/A
FAQ I OF 3 W W W.iiALF1GH-VC .G0V REVISION 05.13.16
DEVELOPMENT TYPE & SITE DATA TABLE (Applicable to all developments)
Zoning informatinn Building Information
Zonin, District(s) NX-7-UL
Proposed building uses) PARKING DECKiRETAIL
If more19an one district, provide the ac•eareof each: NIA
Existing Buildings) sq" ft gross5.940
Proposed Build ing(s) sq" ft, grocs267,333
Overlay Distri et NIA
Total SileAcres Inside City Limits ® Yes 0 N❑ 0.82 ae
Off street park lng: n equl red 29 Provided 693
COA I Cart lfkate of Approprl ntenass]vase#N/A
ToLaI sq, ft. gress(exiAing & pntpvsed)267 333
Proposed height of hu 116ing(s]89'-63116"—
#of storl eK1 (parking deck Ievels excl uded)
BOA (Bo a rd of Adi u stment) c a se It A NIA
Celli ng h eight of l" Floo r 13' minimum
CUD (Conditional Usc Distr:ctl casettZ 70-94
5tormwater Information
ExisU r,g Im pervious Surface 27,634 acre quare feel
Proposed ImperVio LIS Surface 35,860 acre sq.Iar, fee
flood Hazard Area ❑ Yes 0 No
Ifyes, please provide:
Aliuvlal Solls N1A Tlond Study NIA
FEMAMap 'anel4 NIA
Neese River Buffer 0 Yes ❑ Ne Nletlarlds ❑ ves 0 Yc
FOR RESIDENTIAL DEVELOPMENTS
1" Total It Of Apartment, Condo In ini um or Residential Units NIA 5" Bedroom Units: 1hr tar 36r 4br or more NIA
2" Tntal #[r Cnng"Pgmtp[a re Or 1. Ifie Cm re meal ling Unl is NIA 5" InQI Da•ve•op7rp nt 2.2.7 N/A 3" Total Number of Hotel Units NIA 7" Open Space [only)air Amenity N/A
d. Overall Total4 Of Dwelling Units (1-6Above)N/A E. Is yo ur proj ecI a wt Lage wu rL? ❑ Yes 1- No
SIGNATURE BLOCK IAppHcahle to all developments]
In Filing this clan as the prop a rty nwner(sj, Ifwe do hereby agree and firmly bird ourselves, mylo ur heirs, Elva utors, administrators, successors
and ass Igoe jointly and serelally to Caro truct all irnp ruverrlenis and make all dedications as shown on this proposed deve lop me ell plan as
approved by the City.
t herahy rl s gnat, R I C K SLATER, PE to serve as my agent rega•ding thls appl licatlo In, to
receive and �espend to adm inist ra live ce m merits, to resu brr it plans en my beha.f and to represent mein any public meeting regard irg L%
application"
Ilwe have read, acxnowl edge and of -min that this project is confo rming to all application requi renrents applicable with the propose ddeve lop ment
so-
5 ifiligned A
SDate 1 D/15J2418
�T
Jnhn F. Hn Imp.%, Jr" Prea:dent, J.T. Hnnhy and Snn, Inc-
Prir-ted Na in fit, le
Signed' -sr` 'Date 1011.r,; 2:]7R
Ryan J. RN:r I Partner Hp rltagp Pro nertivc, Inc.. R Gl PnwnM Twn, LLC
Printed Name& TRIG
PAGE 2 OF 3
WWW.HALE1C;HVC'.GOV REVISION 05.13.16
VICINITY MAP
ADMINISTRATIVE SITE REVIEW
CASE NUMBER: XX-XX-XX
TRANSACTION NUMBER*,�
ZONING CONDITIONS RALEIGH,NORTH LINA
PROPERTY PIN: 1703399107
ORDINANCE NO. (1994) 499 ZC 353
Effective: 9.6-94
0
Z-70-94 Hillsborough Street, south side, between S. Boylan Avenue and 5t. MWs PROJECT NUMBER: HTG- 1 1
Street, being Parcel 9107, Block 39, Tax Map 1703.06, rezoned to Neighborhood
Business Conditional Use D1S1r1C1.
Conditions: DATE: OCTOBER 16, 2018
f.Dfld1
1. Only uses allowed in the Buffer Commercial Zoning District will be permitted on this
property.
2. There will be no vat dipping procedure carried on, on the premises in question.
ZONING CONDITION RESPONSES: OWNER/DEVELOPER:
1. ALL USES SHOWN WERE ALLOWED IN THE OLD BUFFER GIENWOOD TWO, LLC
COMMERCIAL ZONING DISTRICT.
2. NO VAT DIPPING IS PROPOSED. 501 FAIRMONT AVENUE, SUrFE" 101
TONMSON, MARYLAND 21286
CONTACT: RYAN BLAIR
PHONE: [phone]
E M A I L: RBLAIR�HPIMD.COM
PROJECT CONSULTANTS:
ENGINEER. -
THE JOHN R. MCADAMS COMPANY, INC
PHONE: [phone]
EMAIL: SLATEROMCADAMSCO. COM
SURVEYOR:
THE JOHN R. MCADAMS COMPANY, INC
PHONE: [phone]
EMAIL: SLATEROMCADAMSCO. COM
Know whaYa below.
Call before you dig.
ARCHITECT:
GENSLER
PHONE: [phone]
EMAIL: SCOT1 [e-mail]
PARKING/STRU •
KIMLEY-HORN AND ASSOCIATES, INC
PHONE: [phone]
EMAIL: MATT. S R0y HORN. C0M[
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
N CAR
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SHEET INDEX
C-1 EMSTING CONDITIONS
C-1A CURRENT RECORDED PLAT
C-2 PROJECT NOTES
C-3 DEMOLITION PLAN
C-4 SITE PLAN
C-5 GRADING AND STORM DRAINAGE PLAN
C-6 UTILITY PLAN
LS-1 LANDSCAPE PIAN & DETAILS
D-1 SITE DETAILS
D-2 SITE DETAILS
D-3 WATER DETAILS
D-4 SANITARY SEWER DETAILS
D-5 STORM DRAINAGE DETAILS
D-6 STORM DRAINAGE DETAILS
BUILDING ELEVATIONS (BY GENSLEm
A0.01 PARKING GARAGE ZONING ELEVATIONS
SOLID WASTE COMPLIANCE STATEMENT:
1. THE DEVELOPER ACKNOWLEDGES THAT THEY HAVE REVIEWED AND ARE IN COMPLIANCE WITH THE
REQUIREMENTS SET FORTH IN THE SOLID WASTE DESIGN MANUAL.
2. THE SOLID WASTE REMOVAL FOR THIS PROJECT WILL BE HANDLED BY A PRIVATE SERVICE (SEE SITE PLAN
SHEET C-6).
3. REFUSE WILL BE COLLECTED IN CENTRAL COMPACTOR AND/OR DUMPSTERS AND RECYCLING AREAS WITHIN
THE SITE.
1. WITHIN THE AREA OF A DEFINED SIGHT TRIANGLE, THERE SHALL BE NO SIGHT OBSTRUCTING OR PARTLY
OBSTRUCTING WALL, FENCE, SIGN, FOLIAGE, BERMING OR PARKED VEHICLES BETWEEN THE HEIGHTS OF
TWENTY-FOUR (24) INCHES AND EIGHT (8) FEET ABOVE THE CURB ELEVATION OR THE NEAREST TRAVELED
WAY, IF NO CURBING EXISTS.
2. DRIVEWAYS MAY INTERSECT A STREET NO CLOSER THAN 50' FROM THE INTERSECTION OF 2
STREET RIGHTS —OF —WAYS, NOT INCLUDING AN ALLEY.
NOTE: NO TREE CONSERVATION PLAN REQUIRED
DUE TO TOTAL SITE AREA BEING LESS THAN
2.00 ACRES. UDO 4.7.4.11
NOTE: STORMWATER MANAGEMENT FOR THIS SITE
WILL BE ACCOUNTED FOR UNDER A SEPERATE
COVER WITH A SHARED FACILTIY.
ALL CONSTRUCTION SHALL CONFORM WITH THE
LATEST VERSION OF THE CITY OF RALEIGH AND
NCDOT STANDARDS SPECIFICATIONS AND DETAILS.
MCADAMS
THE JOHN R. MCADAMS
COMPANY, INC.
2905 Meridian Parkway
Durham, North Carolina 27713
License No.: C-0293
919. 361. 5000 ■ McAdamsCo. corn
Contact: Rick Slater, PE
[e-mail]
x
P]RIEILIMINAIRY DRAWING — NOT RELEASED FOR CONSTRUCTION

N/F
WILLIAMS- CROSS INVESTMENT CO INC
706 HILLSBOROUGH ST
PIN 1703-39-9454 N/F
DB 1408, PG 569 HILLSBOROUGH 630 LLC
0.67 AC. - i I 630 HILLSBOROUGH STREET
ZONING: OX-7-UL I I PIN 1703-49-1348
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THE JUNIOR LEAGUE OF RALEIGH INC
711 HILLSBOROUGH ST.
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PIN:1703-39-9107
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SAMIH T & REBECCA A YEHIA RVCBLE
TRUST THE YEHIA, SAMIH T TRUSTEE
704 W. MORGAN ST.
PIN 1703-39-9004
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701 HILLSBOROUGH ST
PIN 1703-49-0106
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700 WEST MORGAN LLC
PIN 1703-49-0004
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705 W MORGAN ST I RALEIGH INCFIRE
PIN 1703-38-8847 100 S BOYLAN AVE HYDRANT I7
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0.29 AC. DB 4798, PG 489
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615 W MORGAN ST
PIN 1703-48-1885
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PROJECT NO. H TG-18010
FILENAME: HTG18010-XC1
CHECKED BY: RSS
DRAWN BY: iM S
SCALE: 1�� _ 20'
DATE: 10-16-18
SHEET N0.
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PRELIMINARY DRAWING - NOT RELEASED FOR, CONSTRUCTION
�� MCADAMS

z" 211 II
v CJ
VICINITY MAP
THIS CtiRTIFIES THAT TEE UNDMSIGNED I5 (ARE) THE 9WJER(S)
OF THE PROPERTY SNOWN ON THIS MAP HAYING ACQUIRED TITLE
SNERVIO BY DEED(S) RECORDED IN Tt1L+ OPFICE OF THE RPIGISTER
OF DEMS OF WKe COUNTY, NCRTR CAROLINA, OR CI'I►R+RWISE, AS
SHOW BELOW. AND THAT BY SURM15SION OF THIS PLAT OR MAP,
FOR APPROVAL, I (WE) DO DEDICATE TO TM CITY OF MEIOH,
FOR PUBLIC USE ALL STREETS, EASF148M, RP2173 OF SPAY AND
PARKS SHOW 7"M1M FOR ALL LAWFUL PURPOSES To MICH THE ,
CITY MAP DEVUM OR ALLOW THE SANG! TO BE USED AND UPON,
AC'C'EPPAMM T ITFR" IN ACCORDANCE WITH ALL CITY PO[. M.
RA 9INAHCF;, ANIn P=LATICtC OR CONDITIONS CIF SHE CITY Or
RALEI0i FOR THE SE7,IF.FIT OF THE I+MIC, SAID DMICATION
SRALL Be IRREVOCABLE; PIUaVED ANY DEDICATION Ce EMEMEIM
FOR SA" DRAINAGE ARE NVC NAPE TD THE CITY OF RAi.EICH Un
ARE IRREVOCABLY MADE TO THE SUBSEOUF.NT OWWRS OF AM AND
ALL PF40MTIES 511CWN HEREON FOR THEIR LMF AND MNEFIT
.�SIB7ECT TO CONDITIONS OF SUR,ECY'I416 f Bj (C) (D t AND (F) OF.
SFJL`i'IO[j I —SPX 1'i0N 4 C— �^fORN DR.�IN},GE POI.ILY'
(RE9]LR 11 (1970}-742 Al I SAME MAY BE FROM 71ME TO TIME
AMFNSW.1" '
PROPEP" OWNER ��..r.�� — _ - CASS
f I,,J THE UND90SIGh9b CITY CLERK AND TREASURER OF
`I-Trm CITY OF RALEIGH, DO HERE13Y CERTIFY THAT T-HE
CITY COUNCIL OF THE CITY OF RALEIGH ON
DAY OF 19 APPROVED THIS PLAT
OR MAP AND ACCEPTED THE DEDICATIONS AS SHOWN
THEREON BUT ON THE FURTHER CONDITION THAT THE
CITY ASSUMES NO RESPONSIBILITY TO OPEN OR
MAINTAIN THE SAME, UNTIL IN THE DISCRETION AND
OPINION OF THE GOVERNING BODY OF THE CITY OF
RALEIGH IT IS IN THE PUBLIC INTEREST TO DO SO.
DEPTUY CITY CLERK AND TREASURER DATE
STATE OF NORTH CAROLINA, WAKE COUNTY, I, J. FRED
DAVIS, JR., CERTIFY THAT THIS MAP WAS DRAWN UNDER
MY SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER
MY SIPERVISI0% THAT THE RATIO OF PRECISION AS
CALCULATED BY LATITUDES AND DEPARTURES IS
1/Z0j04O'O- , THAT THIS MAP WAS PREPARED IN
ACCORDANCE WITH G.S. 47-30 AS AMENDED.
WITNESS r HAND AND SEAL THISroc DAY OF
a. .... I I.
a 0A 3Fi r,q"►V
oo� 4�' _.
NiRTH CAROLINA - WAKE COUNTX"A �p ►y,���
I, A NOTARY PUBLIC OF THE C NTY AND STATE AFORE-- P0.1N;- ��RAr y
SAID, CERTIFY THAT J. FRED DAVIS, JR., A REGISTERED C,. ' �•ss
LAND SURVEYOR, PERSONALLY APPEAREU BEFORE ME THIS - N�ZARY
DAY AND ACIQIOWLEDGED THE EXECIPPION OF THE FOREGOING * * * � CD, U LA
INSTRUMENT. WITNESS MY HAND AND OFFICIAL SEAL THIS
DAY OFu
NORTH CAROLINA - WAKE COUNTY
THE FOREGOING CERTIFICATE ........ OF ........
_ C a.iN 0, Pa r i�e.r
NOTARY IS CERTIFIED BE CORRECT. THIS INSTRUMENT
WAS PRESENTED FOR REGISTRATION AND RECORDED IN
THIS OFFICE. rl
THIS7S DAY OF LIA 1C_AT4. 'CLACKP..M.
KENNETH C. WILKINS■ REGISTER OF DEEDS
By CLA - I um, C� j�
REGISTER OF DEEDS
C r. r5 5e
gnW SCAI
RECORDED IN BOOK OF MAPS', rgg7
PAGE, jp��l�' ,NA h'F I,"� T , , IS TRY
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ST&E OF NORTH CAROLINA, WAKE CQUNW, I, CATHY A. PARKER
NOTARY PT3BL IC, DO CERTIFY THAT -� r- r., nF�
PERSONALLY APPEARED BEFORE ME THIS DAY AND ACKNOWLEDGED
THE DUE EXFrr ON OF THE FOREGOING INSTRUMENT. WInw-55
MY HAND AND OFFICIAL, SEAT, THIS _� c �� DAY OF
19 g2
';LVWTARY PUBLIC Mr Cammiss'nn E=plrts 4•34.91
k A p r G+�R
* ** L740 •
pUBOP, p 1.
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E I.P. EXIST. IRON PIN
J.P.S. IRON PFN SET
P.P. POWER POLE
P-8 T. OVERHEAD POWER 8 TELEPHONE
T. OVERHEAD TELEPHONE
THIS IS NOT A SUBDIVISION BUT A RECOMBINATIOX
GF PREVIOUSLY PLATTED PROPERTY. '
_7-2L 87
GEQRG� B. �PMAN OAT£
Director at Planning
THIS PLAT NOT TO BE RE ORDER
AFTER _ _DTI'! DAY OF ,L
1 COPY TO BE RETAINED FOR -SHE
CITY.
THIS PLAT IS C�IN ❑OUT OF THE
CITY LIMITS.
CALF Qp Fl�Q��VhUf.
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SURVEY DATE:4UGUST 24)984 (R' t) 8�
RECOMBINATION OF; Date: DULY-;-1-+SR7 Sheet
PARCEL 10 AND FI Scale: r' = 20
PROPERTY OF; J, FRED DAVIS. JR., INC.
JOHNSON'S JEWELERS INC. If
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PROJECT NO- H TG-18010
FILENAME: HTG18010—XC2
CHECKED BY: RSS
DRAWN BY: JM S
SCALE: N. T. S.
DATE' 10-16-18
SHEET N0.
C-1A
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EROSION CONTROL NOTES
1. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN 7 DAYS SEE TABLE
BELOW AFTER FINAL GRADE IS REACHED ON ANY PORTION OF SITE. TEMPORARY SOIL STABILIZATION
SHALL BE APPLIED WITHIN 7 DAYS (SEE TABLE BELOW) OF DISTURBANCE TO DENUDED AREAS THAT MAY
NOT BE AT FINAL GRADE, BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS.
PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE
THAN ONE YEAR.
2. ALL CUT AND FILL SLOPES AND CHANNEL SIDE SLOPES WHICH ARE NOT TO BE PAVED, SHALL BE SEEDED
UNTIL A GOOD STAND OF GRASS IS OBTAINED IN ACCORDANCE WITH:
A. 100 LBS. PER 1,000 SQUARE FOOT GROUND LIMESTONE OR EQUIVALENT. NO SOIL TEST REQUIRED
FOR INITIAL ESTABLISHMENT.
B. 20 LBS. OF 10-10-10 FERTILIZER OR EQUIVALENT PER 1,000 SQUARE FOOT.
C. VARIETIES TO BE SEEDED:
C.1. SPRING SEEDING - MARCH 1 - APRIL 30; SPRING OATS 2.5 LBS. PER 1,000 SQUARE FOOT.
C.2. SUMMER SEEDING - MAY 1 - AUGUST 1; WEEPING LOVE GRASS AT 2 OZ. PER SQUARE FOOT
MIXED WITH 1 BUSHEL OF SAWDUST FOR UNIFORM SEEDING.
C.3. ASPHALT TACK AND STRAW MULCH 6 GALLONS PER 1,000 SQUARE FOOT. ALL SEEDING SHALL
BE MULCHED.
3. CITY ENGINEER AND OTHER APPLICABLE AGENCIES SHALL MAKE A CONTINUING REVIEW AND EVALUATION OF
THE METHOD USED FOR THE OVERALL EFFECTIVENESS OF THE EROSION CONTROL PROGRAM. AN
APPROVED EROSION AND SEDIMENT CONTROL PLAN MAY BE AMENDED BY THE APPROVING AUTHORITY IF
ON -SITE INSPECTION INDICATES THAT THE APPROVED CONTROL MEASURES ARE NOT EFFECTIVE IN
CONTROLLING EROSION AND SEDIMENTATION OR IF BECAUSE OF CHANGED CIRCUMSTANCES, THE APPROVED
PLAN CANNOT BE CARRIED OUT.
4. CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO BEGINNING
CONSTRUCTION.
5. CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT LEAST 3 FULL BUSINESS DAYS
PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR
SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF
"NC811". REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
6. EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE MAINTAINED SO THAT SEDIMENT LADEN RUNOFF
FROM THE SITE WILL NOT ENTER STORM DRAINAGE FACILITIES.
7. PROPERTIES AND RIGHT-OF-WAY ADJOINING THE SITE SHALL BE KEPT CLEAN OF MUD OR SILT CARRIED
FROM THE SITE BY VEHICULAR TRAFFIC OR RUNOFF. ANY MUD OR SILT THAT INADVERTENTLY GETS INTO
ADJOINING PROPERTIES OR RIGHT-OF-WAY SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR.
8. ALL CONSTRUCTION TRAFFIC SHALL ENTER AND EXIT THE SITE VIA THE CONSTRUCTION ENTRANCES.
9. EXCAVATED MATERIAL FROM TRENCHES SHALL BE PLACED ON THE UPGRADE SIDE OF THE TRENCH TO
ALLOW MATERIAL TO ERODE INTO THE TRENCH.
10. CONSTRUCTION MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE RESPONSIBILITY
OF GRADING CONTRACTOR UNLESS OTHERWISE NOTED, AND ONLY AFTER PERMISSION BY THE GOVERNING
AUTHORITY.
11. SILT FENCE OUTLETS SHOWN ON THESE PLANS ARE BASED ON THE BEST TOPOGRAPHIC INFORMATION
AVAILABLE AT THE TIME OF DESIGN. CONTRACTOR TO FIELD VERIFY AND ADJUST LOCATIONS OF SILT FENCE
OUTLETS AND/OR PLACE ADDITIONAL OUTLETS TO INSURE THAT ALL LOW SPOTS ALONG THE SILT FENCE
HAVE AN OUTLET.
GENERAL DRIVEWAY NOTE
1. DRIVEWAYS MAY INTERSECT A STREET NO CLOSER THAN 50' FROM THE INTERSECTION OF 2 STREET
RIGHTS -OF -WAYS, NOT INCLUDING AN ALLEY.
TRAFFIC CONTROL NOTES
1. THE CONTRACTOR SHALL CONDUCT ALL WORK IN A SAFE MANNER AND WITH A MINIMUM AMOUNT OF
INCONVENIENCE TO TRAFFIC.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AND SHALL ADHERE TO THE
PROVISIONS OF THE MUTCD (MOST CURRENT EDITION).
3. PRIOR TO START OF WORK, A PRE CONSTRUCTION MEETING MUST BE SETUP WITH THE CONTRACTOR AND
THE CITY OF RALEIGH TRANSPORTATION FIELD SERVICES STAFF. CONTACT ENGINEERING INSPECTIONS AT
919-996-2409 TO SET UP THE MEETING.
4. THE CONTRACTOR SHALL OBTAIN A RIGHT-OF-WAY OBSTRUCTION PERMIT FOR ANY WORK WHICH REQUIRES
THE TEMPORARY CLOSURE OF A STREET, TRAVEL LANE, PARKING SPACE OR SIDEWALK FROM
RIGHT-OF-WAY SERVICES AT LEAST 48 HOURS IN ADVANCE.
5. A TEMPORARY STREET CLOSURE REQUEST MUST BE SUBMITTED AT LEAST A MINIMUM OF TWO WEEKS PRIOR
TO THE START OF WORK. SEE "RIGHT-OF-WAY CLOSURES" ON WWW.RALEIGHNC.GOV. SEND THE
RIGHT-OF-WAY OBSTRUCTION PERMIT REQUEST TO RIGHTOFWAYSERVICESORALEIGHNC.GOV.
6. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF CONTRACT DOCUMENTS AS WELL AS ALL PERMITS,
APPROVALS AND EASEMENTS ON THE JOB SITE AT ALL TIMES.
7. THE CONTRACTOR SHALL REPAIR ALL DAMAGED DRIVEWAYS, DRIVEWAY PIPES, CURB AND GUTTER,
SIDEWALKS AND STREETS TO EXISTING CONDITION OR BETTER.
8. SIDEWALKS MUST BE ACCESSIBLE TO PERSONS WHO ARE VISUALLY IMPAIRED AND PEOPLE WITH MOBILITY
DISABILITIES. EXISTING PEDESTRIAN ROUTES AND ALTERNATE PEDESTRIAN ROUTES, DURING CONSTRUCTION,
WILL BE REQUIRED TO BE COMPLIANT WITH THE PUBLIC RIGHTS OF WAY ACCESSIBILITY GUIDELINES
(PROWAG), 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES (MUTCD).
PAVEMENT MARKING NOTES
1. ALL PAVEMENT MARKINGS SHOWN IN THESE PLANS FOR CITY OF RALEIGH MAINTAINED STREETS ARE
SUBJECT TO FINAL APPROVAL FROM PUBLIC WORKS TRANSPORTATION OPERATIONS DIVISION. CONTRACTOR
SHALL CONTACT TRANSPORTATION OPERATIONS AT 919-996-3030 FOR COORDINATION AND FINAL
APPROVAL PRIOR TO PLACEMENT OF ANY PAVEMENT MARKINGS. MARKINGS WITHIN NCDOT RIGHT-OF-WAYS
SHALL BE IN COMPLIANCE WITH NCDOT STANDARDS AND SPECIFICATIONS.
2. ALL SIGNS & PAVEMENT MARKINGS ASSOCIATED WITH THE PUBLIC STREET SYSTEM WILL REQUIRE APPROVAL
BY CITY COUNCIL TO BE ORDINANCED FOR ENFORCEMENT.
3. ALL PAVEMENT MARKINGS SHALL BE PLACED PER THE NCDOT DIVISION 12 STANDARD DETAILS. BICYCLE
LANE MARKINGS SHALL BE PLACED PER CITY OF RALEIGH STANDARD BICYCLE FACILITIES DETAILS.
GENERAL RAILROAD NOTES
1. CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS OF THE NORFOLK SOUTHERN'S NSCE-8 SPECIFICATIONS.
2. PIPELINE AND CROSSINGS TO BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH LAST APPROVED
AMERICAN RAILWAY ENGINEERING AND MAINTENANCE OF WAY ASSOCIATION SPECIFICATIONS FOR PIPELINES
CONVEYING FLAMMABLE AND NON-FLAMMABLE SUBSTANCES.
3. BLASTING NOT PERMITTED.
SITE PLAN NOTES
1. NON -ALLEY LOADED DRIVEWAYS MAY INTERSECT A STREET NO CLOSER THAN 20 FEET FROM THE
INTERSECTION OF TWO STREET RIGHT-OF-WAYS. THE MINIMUM CORNER CLEARANCE FROM CURB LINE OR
EDGE OF PAVEMENT OF INTERSECTING STREETS SHALL BE AT LEAST 20 FEET FROM THE POINT OF
TANGENCY OF THE RADIUS OF CURVATURE, OR 20 FEET FROM THE INTERSECTION OF RIGHT-OF-WAY LINES,
WHICH EVER IS GREATER. THE RADIUS OF THE DRIVEWAY SHALL NOT ENCROACH ON THE MINIMUM CORNER
CLEARANCE. REFER TO SECTION 6.5 OF THE LATEST VERSION OF THE RALEIGH STREET DESIGN MANUAL
FOR ADDITIONAL DETAILS.
2. WITHIN THE AREA DEFINED SIGHT TRIANGLES SHOWN ON THESE PLANS, THERE SHALL BE NO SIGHT
OBSTRUCTING OR PARTLY OBSTRUCTING WALL,FENCE SIGN FOLIAGE BERMS OR PARKED VEHICLES
BETWEEN THE HEIGHTS OF 24 INCHES AND 8FEET ABOVE THE CURB LINE ELEVATION OR THE NEAREST
TRAVEL WAY IF NO CURB LINE EXISTS. REFER TO SECTION 6.12 OF THE LATEST VERSION OF THE RALEIGH
STREET DESIGN MANUAL FOR ADDITIONAL DETAILS.
3. MULTIWAY STOP CONTROL WILL NOT BE USED AT ANY PUBLIC STREET INTERSECTION WITHOUT AN
ENGINEERING STUDY TO PROVIDE DATA TO CITY OF RALEIGH TRANSPORTATION DIVISION THAT THE
MULTIWAY STOP INSTALLATION WARRANTS CAN BE MET AND ORDINANCED BY CITY COUNCIL APPROVAL.
4. ALL CONSTRUCTION SHALL CONFORM TO THE LATEST CITY OF RALEIGH AND/OR NCDOT STANDARDS AND
SPECIFICATIONS AS APPLICABLE.
5. ALL DIMENSIONS SHOWN ON SITE PLAN ARE MEASURED TO FACE OF CURB UNLESS OTHERWISE NOTED.
6. CONTRACTOR SHALL MAINTAIN AN "AS -BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL
PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE ENGINEER UPON COMPLETION OF THE
PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE OWNER.
7. EXISTING IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED/RESTORED TO THEIR
ORIGINAL CONDITION AND TO THE SATISFACTION OF THE OWNER, BY THE CONTRACTOR RESPONSIBLE FOR
THE DAMAGE.
8. THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS MAY NOT SHOW EVERY OFFSET, TRANSITION, FITTING,
ETC. THAT MAY BE REQUIRED. THE CONTRACTOR SHALL INSTALL SUCH STANDARD APPURTENANCES AS
REQUIRED TO CLOSELY FOLLOW THE GRADES AND ALIGNMENTS DEPICTED ON THE PLANS.
9. CONTRACTOR SHALL NOTIFY "NC811" 811 OR 1-800-632-4949 AT LEAST 3 FULL BUSINESS DAYS
PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR
SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF
"NC811". REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
10. CONTRACTOR IS RESPONSIBLE FOR COORDINATING CONSTRUCTION ACTIVITIES WITH THE APPROPRIATE
UTILITY COMPANIES FOR ANY REQUIRED RELOCATIONS (I.E. POWER POLES, TELEPHONE PEDESTALS, WATER
METERS, ETC.).
11. PRIOR TO BEGINNING CONSTRUCTION BEYOND EROSION CONTROL MEASURES, THE GENERAL CONTRACTOR
SHALL SCHEDULE AND ATTEND A PRE -CONSTRUCTION CONFERENCE WITH THE CITY OF RALEIGH PUBLIC
WORKS DEPARTMENT [phone], AND A REPRESENTATIVE OF THE ENGINEER AND OWNER. THE
PURPOSE OF THIS MEETING IS TO REVIEW THE SPECIFIC COMPONENTS OF THE PLAN AND OPERATION OF
THE FACILITIES DURING CONSTRUCTION.
12. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR
PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES EXIST PRIOR
TO PROCEEDING WITH CONSTRUCTION, FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA
COMPENSATION SHALL BE PAID TO CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES
SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
13. ACCESSIBLE RAMPS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF RALEIGH UNIFIED
DEVELOPMENT ORDINANCE (UDO) DETAILS.
14. ALL SIDEWALKS THAT CONNECT TO THE PUBLIC RIGHT-OF-WAY MUST BE ACCESSIBLE TO PERSONS WHO
ARE BLIND, HAVE LOW VISION AND PEOPLE WITH MOBILITY DISABILITIES. PEDESTRIAN EXISTING ROUTES AND
ALTERNATE PEDESTRIAN ROUTES DURING CONSTRUCTION WILL BE REQUIRED TO BE COMPLIANT WITH THE
PUBLIC RIGHTS OF WAY ACCESSIBILITY GUIDELINES (PROWAG), 2010 ADA STANDARDS FOR ACCESSIBLE
DESIGN AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
15. TYPICAL PAVEMENT SECTION DETAILS ARE SHOWN WITHIN THIS SET AND INTENDED TO BE A MINIMUM
PAVEMENT SECTION REQUIREMENT. THE CURRENT GEOTECHNICAL REPORT SHALL OVER -RIDE ALL TYPICAL
PAVEMENT SECTIONS SHOWN, IF THE GEOTECHNICAL ENGINEER DEEMS A HEAVIER SECTION IS REQUIRED.
16. EQUIPMENT AND PRODUCTS OTHER THAN THOSE SPECIFIED MAY BE USED PROVIDED APPROVAL HAS BEEN
OBTAINED FROM THE OWNER IN WRITING PRIOR TO ORDERING OR INSTALLATION. THE CONTRACTOR SHALL
WAIVE ANY CLAIM FOR ADDITIONAL COST RELATED TO SUBSTITUTION OF ALTERNATE EQUIPMENT.
17. IF UNFORESEEN CONDITIONS DEVELOP DURING CONSTRUCTION, REFER TO THE LATEST VERSION OF THE
RALEIGH STREET DESIGN MANUAL AND CONTACT PUBLIC WORKS STAFF FOR FURTHER GUIDANCE.
18. ALL SIGNAGE ASSOCIATED WITH THE PUBLIC STREET SYSTEM SHALL ADHERE TO MUTCD STANDARDS AND
SPECIFICATIONS.
1Nidth
A Rtgtrt-of•waVwidth
W6th center turn lane
with median
B 8ackof•eurlrtatiack-of•curh
With center turn lane
With medlan
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0 Planting area Iminj
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E Paralled parlung One.
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F Bike lane
G Travel Iail e
H Center lane
Striped turn lane
h1edlan
General
WaIkway type
Planting type
Tree spa cirtg
ParkiRg type
90'
944
62'
66'
8'
6'
6'
I1
11'
15'
Sidewalk
Tree grate f lawn
40" D.L. avg
Parallel
GRADING NOTES
1. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR
PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES EXIST PRIOR
TO PROCEEDING WITH CONSTRUCTION, FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA
COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR
GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
2. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE
29CFR PART 1926, SUBPART "P" APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE (5) FEET IN DEPTH.
EXCAVATION EXCEEDING TWENTY (20) FEET IN DEPTH REQUIRES THE DESIGN OF A TRENCH SAFETY SYSTEM
BY A REGISTERED PROFESSIONAL ENGINEER, PROVIDED BY CONTRACTOR RESPONSIBLE FOR EXCAVATION.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RALEIGH AND/OR NCDOT STANDARDS
AND SPECIFICATIONS AS APPLICABLE.
4. CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE RESPONSIBILITY
OF THE GENERAL CONTRACTOR. TIMING OF REMOVAL SHALL BE COORDINATED WITH THE EROSION CONTROL
INSPECTOR.
5. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE GROUND, ARE BASED ON A
FIELD SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY FIELD
CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO
THE ENGINEER IMMEDIATELY.
6. SOIL UNDER BUILDINGS, PAVED AREAS AND WITHIN SLOPES GREATER THAN 3:1 (H: V) SHALL BE APPROVED,
PLACED AND COMPACTED AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER.
7. CONTRACTOR SHALL DETERMINE LOCATIONS FOR SPILL CURB TO PROVIDE POSITIVE DRAINAGE TO STORM
STRUCTURES THROUGHOUT THE SITE. NO "BIRDBATHS" SHALL BE CREATED WITHIN THE CURB AND GUTTER
OR ASPHALT PAVED AREAS.
STORM DRAINAGE NOTES
1. ALL STORM DRAINAGE PIPES SHOWN SHALL BE CLASS III REINFORCED CONCRETE (RCP) UNLESS NOTED
OTHERWISE.
2. ALL STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RALEIGH STANDARDS
3. ALL CONCRETE SHALL MEET A MINIMUM 3000 PSI COMPRESSIVE STRENGTH.
4 ALL PIPE IN STORM DRAIN STRUCTURES SHALL BE STRUCK EVEN WITH INSIDE WALL.
5. ALL PIPE JOINTS SHALL BE MADE WITH PREFORMED JOINT SEALER, WHICH CONFORMS TO AASHTO
SPECIFICATION M-198 FOR TYPE B FLEXIBLE PLASTIC GASKETS UNLESS OTHERWISE NOTED.
6. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP AND SMOOTHED TO
AN ACCEPTABLE STANDARD, USING MORTAR MIXED TO MANUFACTURER'S SPECIFICATIONS.
7. ALL BACKFILL SHALL BE NON -PLASTIC IN NATURE, FREE FROM ROOTS, VEGETATION MATTER, WASTE
CONSTRUCTION MATERIAL OR OTHER OBJECTIONABLE MATERIAL. SAID MATERIAL SHALL BE CAPABLE OF
BEING COMPACTED BY MECHANICAL MEANS AND SHALL HAVE NO TENDENCY TO FLOW OR BEHAVE IN A
PLASTIC MANNER UNDER THE TAMPING BLOWS OR PROOF ROLLING.
8. MATERIALS DEEMED BY THE OWNER'S REPRESENTATIVE OR GEOTECH AS UNSUITABLE FOR BACKFILL
PURPOSES SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL.
9. BACKFILLING OF TRENCHES SHALL BE ACCOMPLISHED IMMEDIATELY AFTER PIPE IS LAID. THE FILL AROUND
THE PIPE SHALL BE THOROUGHLY COMPACTED TO 95 % OF THE MAXIMUM DRY DENSITY OBTAINABLE WITH
THE STANDARD PROCTOR TEST. THE TOP EIGHT (8) INCHES SHALL BE COMPACTED TO 100 PERCENT
STANDARD PROCTOR.
10. UNDER NO CIRCUMSTANCES SHALL WATER BE ALLOWED TO RISE IN UNBACKFILLED TRENCHES AFTER PIPE
HAS BEEN PLACED.
11. ALL CONCRETE PIPE AND PRECAST STORM STRUCTURES SHALL MEET NCDOT STANDARDS AND STAMPED
ACCORDINGLY BY MANUFACTURER.
12. CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING ALL PIPE AND STRUCTURES FOR CRACKS OR BREAKS,
PRIOR TO INSTALLATION. ANY DAMAGED ITEMS SHALL NOT BE INSTALLED.
13. "KNOCK -OUT" BOXES OR HDPE PIPE SHALL NOT BE ALLOWED WITHIN PUBLIC RIGHT-OF-WAYS UNLESS
APPROVED IN WRITING BY CITY OF RALEIGH STORMWATER DEPARTMENT.
RETAINING WALL NOTES
1. THE RETAINING WALL ALIGNMENT SHOWN ON THESE PLANS DEPICTS THE LOCATION OF THE FRONT FACE
OF THE RETAINING WALL AT THE TOP OF THE WALL. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING
RETAINING WALLS ARE NOT LOCATED IN ANY STREAM BUFFERS, AND THEIR CONSTRUCTION DOES NOT
ENCROACH INTO ANY ADJACENT PROPERTIES DUE TO ANY BATTER INCORPORATED IN THE DESIGN OF THE
WALLS.
2. RETAINING WALLS ARE TO BE DESIGN -BUILD PROJECTS BY THE CONTRACTOR. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO OBTAIN FINAL CONSTRUCTION DRAWINGS FROM A REGISTERED ENGINEER
AND GAIN ALL REQUIRED PERMITS NECESSARY FOR THE CONSTRUCTION OF THE RETAINING WALLS.
3. RETAINING WALLS SHALL BE ASSUMED TO BE BACKFILLED WITH OFF -SITE BORROW MATERIAL OR
PROCESSED FILL, UNLESS THE CONTRACTOR CAN PROVIDE TO THE OWNER WITH CONFIRMATION FROM THE
GEOTECHNICAL ENGINEER AND THE RETAINING WALL DESIGNER, THAT READILY AVAILABLE ON -SITE SOILS
CAN BE USED.
4. THE TOP AND BOTTOM OF WALL ELEVATIONS SHOWN ON THESE PLANS IDENTIFY FINISHED GRADE
ELEVATIONS ONLY. THE EXTENT THAT THE RETAINING WALL WILL BE EXTENDED BELOW GRADE TO THE
FOOTING OR ABOVE GRADE TO THE TOP OF THE CAP BLOCK COURSE SHALL BE IDENTIFIED ON THE
RETAINING WALL CONSTRUCTION DRAWINGS.
5. ALL RETAINING WALLS OVER 30" HIGH SHALL HAVE A SAFETY FENCE (DESIGN BY OTHERS).
6. ANY PART OF ANY RETAINING WALL THAT EXTENDS INTO THE RIGHT-OF-WAY WILL REQUIRE AN
ENCROACHMENT AGREEMENT. ENCROACHMENT AGREEMENTS FOR RETAINING WALLS SHALL BE APPROVED
PRIOR TO CONSTRUCTION DRAWING APPROVAL.
7. ANY TIEBACK SYSTEMS FOR THE RETAINING WALLS SHALL NOT BE ALLOWED WITHIN PUBLIC
RIGHT-OF-WAY.
8. STORMWATER RUN-OFF SHALL BE DIRECTED AWAY FROM RETAINING WALLS. ANY RUN-OFF FLOWING TO
AND OVER A RETAINING WALL SHALL BE KEPT TO AN ABSOLUTE MINIMUM AND BROUGHT TO THE
ATTENTION OF THE WALL DESIGNER PRIOR TO THEIR DESIGN.
HILLSBOROUGH STREET
AVENUE 3-LANE PARALLEL PARKING
N.T.S.
CITY OF RALEIGH PUBLIC UTILITIES
STANDARD UTILITY NOTES (AS AP P LI CAB LEA
1. ALL MATERIALS & CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH CITY OF RALEIGH DESIGN
STANDARDS DETAILS & SPECIFICATIONS REFERENCE: CORPUD HANDBOOK CURRENT EDITION .
2. UTILITY SEPARATION REQUIREMENTS:
a) A DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER & ANY PRIVATE OR PUBLIC
WATER SUPPLY SOURCE SUCH AS AN IMPOUNDED RESERVOIR USED AS A SOURCE OF DRINKING WATER.
IF ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED FERROUS SANITARY SEWER PIPE SHALL BE
SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS. HOWEVER, THE MINIMUM SEPARATION SHALL NOT
BE LESS THAN 25' FROM A PRIVATE WELL OR 50' FROM A PUBLIC WELL.
b) WHEN INSTALLING WATER &/OR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN UTILITIES
SHALL BE 10'. IF THIS SEPARATION CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS, THE
VARIATION ALLOWED IS THE WATER MAIN IN A SEPARATE TRENCH WITH THE ELEVATION OF THE WATER
MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER & MUST BE APPROVED BY THE PUBLIC UTILITIES
DIRECTOR. ALL DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE DIAMETER.
c) WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER PASSES
OVER A WATERMAIN, DIP MATERIALS OR STEEL ENCASEMENT EXTENDED 10' ON EACH SIDE OF CROSSING
MUST BE SPECIFIED & INSTALLED TO WATERLINE SPECIFICATIONS.
d) 5.0' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER & STORM
SEWER FACILITIES, UNLESS DIP MATERIAL IS SPECIFIED FOR SANITARY SEWER.
e) MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATERMAIN & RCP STORM DRAIN
CROSSINGS; MAINTAIN 24" MIN. VERTICAL SEPARATION AT ALL SANITARY SEWER & RCP STORM DRAIN
CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS & A
CONCRETE CRADLE HAVING 6" MIN. CLEARANCE (PER CORPUD DETAILS W-41 & S-49).
f) ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER & SEWER FACILITIES
WITH 18" MIN. VERTICAL SEPARATION REQUIRED.
3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW & APPROVAL OF AN AMENDED PLAN &/OR
PROFILE BY THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWER SERVICE TO EXISTING RESIDENCES &
BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY SERVICE INTERRUPTIONS SHALL BE
PRECEDED BY A 24 HOUR ADVANCE NOTICE TO THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT.
5. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWER FORCEMAINS. 4.0' MINIMUM COVER IS
REQUIRED ON ALL REUSE MAINS.
6. IT IS THE DEVELOPER'S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER & SEWER SERVICES NOT
BEING USED IN REDEVELOPMENT OF A SITE UNLESS OTHERWISE DIRECTED BY THE CITY OF RALEIGH PUBLIC
UTILITIES DEPARTMENT. THIS INCLUDES ABANDONING TAP AT MAIN & REMOVAL OF SERVICE FROM ROW OR
EASEMENT PER CORPUD HANDBOOK PROCEDURE.
7. INSTALL 3/4" COPPER* WATER SERVICES WITH METERS LOCATED AT ROW OR WITHIN A 2'X2' WATERLINE
EASEMENT IMMEDIATELY ADJACENT. NOTE: IT IS THE APPLICANT'S RESPONSIBILITY TO PROPERLY SIZE THE
WATER SERVICE FOR EACH CONNECTION TO PROVIDE ADEQUATE FLOW & PRESSURE.
8. INSTALL 4" PVC* SEWER SERVICES ® 1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT ROW OR
EASEMENT LINE & SPACED EVERY 75 LINEAR FEET MAXIMUM.
9. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI; BACKWATER
VALVES ARE REQUIRED ON ALL SANITARY SEWER SERVICES HAVING BUILDING DRAINS LOWER THAN 1.0,
ABOVE THE NEXT UPSTREAM MANHOLE.
10. ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUST BE OBTAINED FROM NCDWQ, USACE &/OR
FEMA FOR ANY RIPARIAN BUFFER, WETLAND &/OR FLOODPLAIN IMPACTS (RESPECTIVELY) PRIOR TO
CONSTRUCTION.
11. NCDOT / RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING MAIN
EXTENSIONS & SERVICE TAPS) WITHIN STATE OR RAILROAD ROW PRIOR TO CONSTRUCTION.
12. GREASE INTERCEPTOR / OIL WATER SEPARATOR SIZING CALCULATIONS & INSTALLATION SPECIFICATIONS
SHALL BE APPROVED BY THE CORPUD FOG PROGRAM COORDINATOR PRIOR TO ISSUANCE OF A BUILDING
PERMIT. CONTACT TIM BEASLEY AT [phone] OR [e-mail] FOR MORE
INFORMATION.
13. CROSS -CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF HEALTH HAZARD
INVOLVED AS LISTED IN APPENDIX-B OF THE RULES GOVERNING PUBLIC WATER SYSTEMS IN NORTH
CAROLINA. THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS. THE DEVICES SHALL MEET AMERICAN
SOCIETY OF SANITARY ENGINEERING (ASSE) STANDARDS OR BE ON THE UNIVERSITY OF SOUTHERN
CALIFORNIA APPROVAL LIST. THE DEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL AND PERIODIC
TESTING THEREAFTER) IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS OR THE LOCAL
CROSS -CONNECTION CONTROL PROGRAM, WHICHEVER IS MORE STRINGENT. CONTACT JOANIE HARTLEY AT
[phone] OR JOANIE.HARTLEY®RALEIGHNC.GOV FOR MORE INFORMATION.
ADDITIONAL UTILITY NOTES
1. ALL WATER MAINS, SERVICES AND FIRE SERVICES GREATER THAN 2" DIAMETER ARE TO BE DUCTILE IRON
PIPE. 2" & SMALLER DOMESTIC SERVICES MUST BE TYPE K SOFT COPPER (WITHOUT FITTINGS) TO THE
WATER METER.
2. ALL SEWER MAINS SHALL BE EITHER PVC OR DUCTILE IRON PIPE AS SHOWN ON THE PLANS. ALL PIPE
MATERIAL SHALL MEET CITY OF RALEIGH STANDARDS AND SPECIFICATIONS AS DEFINED IN THE LATEST ISSUE
OF THE PUBLIC UTILITIES HANDBOOK AND/OR UNIFIED DEVELOPMENT ORDINANCE (UDO).
3. ALL FIRE HYDRANTS ALONG PUBLIC R/W LINES SHALL HAVE A 3'Wx3'L CITY OF RALEIGH WATERLINE
EASEMENT ONTO ADJACENT PROPERTY.
4. ALL SANITARY SEWER INTERCEPTOR LINES (12" AND LARGER), AS WELL AS MANHOLES AND FITTINGS
ASSOCIATED WITH THE INTERCEPTOR LINE, SHALL BE INTERNALLY LINED WITH PROTECTO 401 OR APPROVED
EQUAL TO PREVENT HYDROGEN SULFIDE CORROSION. SEE THE CURRENT CITY OF RALEIGH PUBLIC UTILITIES
DEPARTMENT HANDBOOK FOR APPROVED COATINGS AND APPLICATION METHODS.
5. IN ACCORDANCE WITH GENERAL STATUTE 87-121(G), ALL UNDERGROUND UTILITIES INSTALLED AFTER
OCTOBER 1, 2014 SHALL BE ELECTRONICALLY LOCATABLE. CONTRACTOR SHALL COORDINATE DIRECTLY WITH
THE CITY OF RALEIGH PUBLIC UTILITIES DEPARTMENT FOR DETAILS AND SPECIFICATIONS FOR MEETING THESE
REQUIREMENTS.
6. EXISTING UTILITIES SHOWN ARE BASED ON FIELD SURVEYS AND THE BEST AVAILABLE RECORD DRAWINGS.
THE CONTRACTOR SHALL VERIFY CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. ANY DISCREPANCIES
BETWEEN ACTUAL FIELD CONDITIONS AND THE PLANS SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
7. ALL WATER AND SEWER MAINS WITHIN PUBLIC EASEMENTS OR RIGHTS -OF -WAY TO BE OWNED, OPERATED,
AND MAINTAINED BY THE CITY OF RALEIGH.
8. ALL WATER AND SEWER MAINS NOT WITHIN PUBLIC EASEMENTS OR RIGHTS -OF -WAY TO BE PRIVATELY
OWNED, OPERATED, AND MAINTAINED BY THE PROPERTY OWNER.
9. ALL UTILITY SLEEVES SHALL BE SCHEDULE 40 PVC AND INSTALLED WITH 2' MINIMUM COVER. BOTH ENDS
SHALL BE CAPPED AND MARKED.
WhM
A Right-ot way width 64'
8 Back!oVcurh to back•of -curb 36'
Streetmpe
C Utility placement, easement (min) 5'
D MainTenance strip (ruin) 2'
E Sidewalk (min) 6'
F Planting area (min} 6'
Travelway
G Bike lane 7'
IN Travel lane III ALL TRAFFIC CONTROL/DETOUR PLANS AND
_" PEDESTRIAN DETOUR PLANS TO BE PROVIDED BY
Getwnd CONTRACTOR AND COORDINATED WITH THE CITY
Walkway type . Sadewalk OF RALEIGH TRANSPORTATION STAFF
Planting type Tree lawn
Tree spacing„�� ,r_, 44' D.L. avg ALL CONSTRUCTION SHALL CONFORM WITH THE
LATEST VERSION OF THE CITY OF RALEIGH AND
NCDOT STANDARDS, SPECIFICATIONS AND DETAILS.
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PROJECT NO. H TG-18010
FILENAME: HTG18010-N1
CHECKED BY: RSS
DRAWN BY: JM S
SCALE: N. T. S.
DATE' 10-16-18
SHEET N0.
C-2
x
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
'J MCADAMS

EXISTING WATER SERVICES TO BE
- - - - - - ABANDONED AT THE MAIN PER
- - - - - - CIY OF RALEIGH STANDARDS.
--� `@ E / /
--w— w-EX- SSMH - - -
RIM=360.94
8"VCP(E)=352.21
EXISTING 1
I-IILLSROROUG11 IT ST.
(VARIABLE WIDTH PUBLIC R/W)
/
i
DEMd AND REMOVE EXISTING
VEGET90N, POWER,SIQN,
CURB D GUTTER��$rT
PARKIN PAINT STRIPIN
CANOPY AND STAIRS
N /F
THE JUNIOR LEAGUE OF RALEIGH INC
711 HILLSBOROUGH ST.
PIN 1703-39-7175
DB 12630, PG 838
1.16 AC.
ZONING: OX-7-UL
EX. WALL TO BE REMOVED.
CONTRACTOR TO CONSULT
STRUCTURAL ENGINEER PRIOR TO
REMOVAL DUE TO PROXIMITY OF
EXISTING BULIDNG.
N /F
WILLIAMS- CROSS INVESTMENT CO INC
706 HILLSBOROUGH ST
PIN 1703-39-9454
DB 1408, PG 569
0.67 AC.
7nnunl!_= nV--7-111
N /F
SAMIH T & REBECCA A YEHIA RVCBLE
TRUST THE YEHIA, SAMIH T TRUSTEE
704 W. MORGAN ST.
PIN 1703-39-9004
DB 15864, PG. 676
0.12 AC.
ZONING: NX-7-UL
EXISTING WATER SERVICE TO BE
ABANDONED AT THE MAIN PER
rIV Y1C DA1 CIrIJ cTAKMADr)(Z
N /F
700 WEST MORGAN LLC
PIN 1703-49-0004
DB 11755, PG 933
0.15 AC.
ZONING: NX-7-UL EX. CB
TOP=351.99
12"RCP(E)=349.47
EX. JB
RIM=352.17
18"RCP(E)=349.34
DEWALK 12"RCP(W)=349.46
12"RCP(NW)=359.58
— — — — —
no
no
� \ \ EX. CB
\ \ TOP=352.96
EXISTING 12"RCP(E)=35\0.40
W. MORGAN ST. 1i
(VARIABLE WIDTH PUBLIC R/W)
I EX. SIDEWALK EX. SSMH
I RIM=352.57
8"VCP(N)=344.38
IN /F N /F 8"VCP(S)=344.26
THE COLEMAN GROUP LLC I PLANNED PARENTHOOD OF GREATER EX. FIRE
I 705 W MORGAN ST RALEIGH INC HYDRANT
PIN 1703-38-8847 100 S BOYLAN AVE
DB 15399, PG 1 I PIN 1703-38-9868
0.29 AC. DB 4798, PG 489
ZONING: OX-7-UL 0.47 AC.
ZONING: OX-7-UL
—
N /F
HILLSBOROUGH 630 LLC
630 HILLSBOROUGH STREET
PIN 1703-49-1348
DB 16997, PG 1152
0.30 AC.
ZONING: NX-7-UL
ss sSEX. 8" Ss
ss ss —
— T
-,-fXISTING STOPLIGHT POLE AMD
LIGHT CONTROL BOARD TO
REMAIN. CONTRACTOR TO
COORDINATE CESSARY
GRADE CHANGES WITH CI
RALEIGH TRANSPORTATION.
3n
3 � _ 3n _ 3n 3n -
S8703'40"E 238.51'
EX. GAS LINE
TO REMAIN
-------I
EX. FIBER LINES TO REMAIN.
CONTRACTOR TO NOTIFY
APPORPRIATE UTILITY COMPANY
FOR RELOCATIONS IF NECESSARY.
BLOCK 83 PROJECT
P ZONING: DX-12—UG
IiUNDER SEPARATE COVER
(1 TRANS# 559068)
I
EX. VARIABLE WIDTH
PUBLIC R/W
I
I /
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013
N /F
�q CROCKER FAMILY PROPERTIES, LLC
615 W MORGAN ST
III �I b �I !2 III I I PIN
B 4 16759,PG1 885
D1165
0.63 AC.
ZONING: DX-7-UL
DEMOLITION LEGEND
��bJI L��'b111'4�L
TREE OR OTHER VEGETATION
TO BE REMOVED
UNDERGROUND UTILITY
TO BE REMOVED
AREA TO BE REMOVED
(SIDEWALK, CURB AND GUTTER,
STRUCTURES, ASPHALT, CONCRETE
PAVING, ETC.)
NOTE: SEE PLAN FOR DETAILED DEMOLITION PROCEDURES,
SEQUENCING AND SPECIFICATIONS.
EXISTING SEWER SERVICES, IF FOUND,
SHALL BE REMOVED ABANDONED AT
THE MAIN PER CITY OF RALEIGH
STANDARDS.
EXISTING GAS LINES ARE PRESENT ON
SITE. CONTRACTOR IS TO VERIFY
LOCATIONS PRIOR TO ANY EXCAVATION
CONSTRUCTION ACTIVITY TO MAINTAIN
THE SAFEST ENVIRONMENT POSSIBLE.
ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE CURRENT CITY
OF RALEIGH ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
GRAPHIC SCALE
20 0 10 20 40
1 inch = 20 ft.
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PROJECT N0. H TG-1 801 0
FILENAME: H TG 18 010 — D M 1
CHECKED BY: RSS
DRAWN BY: J M S
scALE: 1 „ = 20'
DATE: 10-16 —18
SHEET N0.
C-3
x
PRELIMINARY DRAWING — NOT RELEASED FOR CONSTRUCTION
TI MCADAMS

N/F
WILLIAMS- CROSS INVESTMENT CO INC _ _ N/F
I 706 HILLSBOROUGH ST -
PIN 1703-39-9454 —'L I I I HILLSBOROUGH 630 LLC
DB 1408, PG 569 I I I I 630 HILLSBOROUGH STREET
PIN 1703-49-1348
0.67 AC.
- I DB 16997, PG 1152
ZONING: OX-7-UL L �I /�
I— ----� O 0 - - �s____�_— II ZONI G30NXC
mo7-UL
HATCHING DENOTES
=-1_-- — HEAVY DUTY DUTY ASPHALT FOR HARDSCAPE DETAILS SEE
EXISTING PAVEMENT (TYP.) DETAIL ON SHEET D-2 (TYP.) EX. PAINT — — -----------
HILLSBOROUGH EX. PEDESTRIAN STOP BAR
ST • CROSSWALK PAIN (TYP.)
(VARIABLE WIDTH PUBLIC R/W)
CITY OF RALEIGH STANDARD
GRANITE CURB ALONG
HILLSBOROUGH STREET.
REUSE EX. GRANITE CURB
IF POSSIBLE.
TIE TO EXISTING STANDARD
CURB AND GUTTER AND
EXISTING ASPHALT (TYP.)
TEMORARY —
CONSTRUCTION
EASMENT
N/F
THE JUNIOR LEAGUE OF RALEIGH INC
711 HILLSBOROUGH ST.
PIN 1703-39-7175
DB 12630, PG 838
1.16 AC.
ZONING: OX-7-UL
0' OR 6' BUILDING SETBACK
FROM SIDE LOT LINE
I®
I
I
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III
II
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II I
V VI\ V UVILVIIVV JLI Ul1V f\ I
FROM SIDE LOT LINE
N/F
SAMIH T & REBECCA A YEHIA RVCBLE
TRUST THE YEHIA, SAMIH T TRUSTEE
704 W. MORGAN ST.
PIN 1703-39-9004
DB 15864, PG. 676
0.12 AC.
ZONING: NX-7-UL
EXISTING
W. MORGAN ST.
(VARIABLE WIDTH PUBLIC R/W)
\— _
N/F
700 WEST MORGAN LLC
PIN 1703-49-0004
DB 11755, PG 933
0.15 AC.
ZONING: NX-7-UL
6' WIDE PEDESTRIAN -
CROSSWALKXTYP.)
EXISTING POWER
POLE AND STOPLIGHT
CONTROLS
----------------------
- —— — — — — — — — —
EX. SIDEWALK
I N/F II
THE COLEMAN GROUP LLC N/F
I 705 W MORGAN ST PLANNED PARENTHOOD OF GREATER it I
PIN 1703-38-8847 RALEIGH INC
DB 15399, PG 1 I 100 S BOYLAN AVE I I II
0.29 AC. PIN 1703-38-9868
I ZONING: OX-7—UL DB 4798, PG 489 II I II
0.47 AC. I
I ZONING: OX-7—UL
SEE SHEET C-2 FOR ALL PROJECT, ALL CONSTRUCTION SHALL BE IN
SITE, GRADING, STORM DRAINAGE AND ACCORDANCE WITH THE CURRENT CITY
UTILITY NOTES OF RALEIGH ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
15'R ACCESSIBLE
\V RAMP
S8703'40"E 238.51'
FY PAINT
FOR HARDSCAPE DETAILS SEE
DETAIL ON SHEET D-2 (TYP.)
CITY OF RALEIGH STANDARD
GRANITE CURB ALONG
HILLSBOROUGH STREET.
REUSE EX. GRANITE CURB
IF POSSIBLE.
ZONING: DX-12-UG
(UNDER SEPARATE COI
7 I' N8T45�3'
6' WIDE PEDESTRIAN
CROSSWALK (TYP.)
TIE TO EXISTING STANDARD
CURB AND GUTTER AND
EXISTING ASPHALT (TYP.)
1
6' WIDE PEDESTRIAN
CROSSWALK (TYP.)
N/F
CROCKER FAMILY PROPERTIES, LLC
615 W MORGAN ST
PIN 1703-48-1885
I DB 16759, PG 165
0.63 AC.
ZONING: DX-7-UL
SITE LEGEND
v SIGNAGE
qL POWER POLE
TRAFFIC DIRECTIONAL ARROW
ACCESSIBLE RAMPS
TYPE ® TYPE © TYPE
PROPERTY LINE
RIGHT-OF-WAY LINE
EASEMENT LINE
CENTERLINE
ADA ACCESSIBLE ROUTE
OPEN AMENITY AREA
HEAVY DUTY
ASPHALT PAVEMENT
SITE DATA
SITE ADDRESS: 701 HILLSBOROUGH ST & 709 HILLSBOROUGH ST
PIN NUMBER: 1703490106 1703399107
DEED BOOK: DB 16937, PG 2509 DB 14313, PG 1726
ZONING(S): NX-7-UL (1703490106) + NX-7-UL-CU (1703399107)
EX. ACREAGE: 0.43 + 0.39 = f0.82
PROP. R/W DEDICATION: t0.03 AC
PROP. ACERAGE: t0.79 AC
PROPOSED USE: GENERAL BUILDING: PARKING GARAGE/RETAIL
TOTAL PROPOSED GROSS SF: 267,333 SF (8,472 RETAIL + 258,861 GARAGE)
GENERAL DRIVEWAY NOTE
1. DRIVEWAYS MAY INTERSECT A STREET NO CLOSER THAN 50' FROM
THE INTERSECTION OF 2 STREET RIGHTS -OF -WAY, NOT INCLUDING
AN ALLEY.
HC RAMPS:
1. ALL HC RAMPS TO BE FIELD ADJUSTED WITH INPUT FROM THE CITY
OF RALEIGH FIELD INSPECTOR PRIOR TO INSTALLATION.
2. POWER POLES WHICH CONFLICT WITH FIELD LOCATED HC RAMPS
ARE TO BE RELOCATED BY APPROPRIATE UTILITY COMPANY.
OUTDOOR AMENITY AND PARKING REQUIRMENTS
PARKING
LIDO 7.1.2.0 - REQUIRED PARKING 1 SPACE/ 300 SF RETAIL
RETAIL GROSS SF = 8,472 (ALL RETAIL)
PARKING CALCULATION = (8,472)/300 = 29 SPACES
TOTAL PARKING PROVIDED = 693 SPACES (14 HC SPACES & 13 COMPACT) '
BICYCLE PARKING
RETAIL USES (MINIMUM 4)
SHORT TERM (1 SPACE/8,000 SF) = (8,472)/5,000 = 1.7 SPACES
LONG TERM (1 SPACE/0 SF) = 0 SPACES
TOTAL REQUIRED = 4 SPACES
BIKE PARKING PROVIDED (ON STREET) = 4 SPACES (2 RACKS)
AMENITY AREA
TOTAL SITE AREA: t0.79 AC = 34,257 SF.
REQUIRED: 10.00% OF SITE = 0.079 AC = 3,426 SF
TOTAL REQUIRED = 3,426 SF (0.079 AC)
PROVIDED: OUTDOOR AMENITY AREAS: 3,426 SF (0.079 AC) = 10.0% 2
SEATING REQUIRED: 1 LF/50 SF OF AMENITY AREA = 3,426/50 = 68.6 LF
SEATING PROVIDED: 70 LF 2
TREES REQUIRED: 1 TREE/1,000 SF = 3,426/1,000 = 3.43 TREES
TREES PROVIDED: 4 TREES (SEE LANDSCAPE PLANS) 2
NOTES:
1. 693 PARKING SPACES PROVIDED BREAKDOWN:
240 - BLOCK 83 (SR-59-18 ; COR TRANS# 559068)
29 - TWO HILLSBOROUGH DECK RETAIL
424 - FUTURE USES
2. AMENITY AREA BREAKDOWN
1,306 SF PROVIDED ON SITE
(27 LF SEATING & 2 TREES)
2,120 SF PROVIDED WITH BLOCK 83 PROJECT (SR-59-18 ; COR TRANS# 559068)
(43 LF SEATING & 3 TREES)
GRAPHIC SCALE
20 0 10 20 40
1 inch = 20 ft.
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PROJECT NO. H TG-18010
FILENAME: HTG18010-S1
CHECKED BY: RSS
DRAWN BY: JM S
SCALE: 1 = 20'
DATE' 10-16-18
SHEET N0.
C-4
x
PRELIMINARY DRAWING — NOT RELEASED FOR, CONSTRUCTION
'J MCADAMS

N /F
WILLIAMS- CROSS INVESTMENT CO INC
706 HILLSBOROUGH ST
PIN 1703-39-9454
- - - - - - DB 1408, PG 569
- - - - - - 0.67 AC.
- - - ZONING: OX-7-UL
p E ---�
w�w�w W--
EXISTING I_w��
ILL,S13O R O �lJ G H S �i ss _ ss ss \ p ss _ .. 9 - ss EX. 8" SS\
ST. ` UMITS OF
(VARIABLE WIDTH PUBLIC R/W) DISTURBANCE
(TYP.) ...".
CITY OF RALEIGH STANDARD 1
GRANITE CURB ALONG 9 SAWCUT REMOVE AND 6 /.
HILLSBOROUGH STREET. / REPLACE AS kEQUIRED FOR ._/
REUSEPOSSIBLE.
CURB / I UTILITY RUTILITY IEMOVALAPDERECITY I PROP. Ary /BI DE
IF
N /F
THE JUNIOR LEAGUE OF RALEIGH INC
711 HILLSBOROUGH ST.
PIN 1703-39-7175
DB 12630, PG 838
1.16 AC.
ZONING: OX-7-UL
TEMORARY \\
CONSTRUCTION \
EASMENT
LIMITS OF ­-`
DISTURBANCE
(TYP.)
-Tj
I IJ
0' OR 6' BUILDING SETBACK
FROM SIDE LOT LINE
FROM SIDE LOT LINE
N /F
SAMIH T & REBECCA A YEHIA RVCBLE
TRUST THE YEHIA, SAMIH T TRUSTEE
704 W. MORGAN ST.
PIN 1703-39-9004
DB 15864, PG. 676
0.12 AC.
ZONING: NX-7-UL
N /F
700 WEST MORGAN LLC
PIN 1703-49-0004
DB 11755, PG 933
0.15 AC.
ZONING: NX-7-UL
- - - - I EX. SIDEWALK
--�
� � \ EX. CB
\ TOP
=35L.96
EXISTING \ 12"RCP(E)=350.40
W. MORGAN ST.
(VARIABLE WIDTH PUBLIC R W)\ I
EXLMH
\ / / RIM�--352.57
/ ;I��'VCP(N)=344.38
8"VCP(S)=344,26'
= a _
- - - - - -- OU
Ca
I EX. SIDEWALK
N /F
THE COLEMAN GROUP LLC I N/F
I 705 W MORGAN ST PLANNED PARENTHOOD OF GREATER
PIN 1703-38-8847 RALEIGH INC
DB 15399, PG 1 I 100 S BOYLAN AVE
0.29 AC. PIN 1703-38-9868
I ZONING: OX-7-UL DB 4798, PG 489
I 0.47 AC.
ZONING: OX-7-UL
N/F
I HILLSBOROUGH 630 LLC
630 HILLSBOROUGH STREET
PIN 1703-49-1348
DB 16997, PG 1152
0.30 AC.
/ ZONING: NX-7-UL
E
o- w �
w� w w c- o-
w w
w- w
ss -6-
ss ss SEX. 8" SS
ss-ss-
SAWCUT REMOVE AND
REPLACE AS REQUIRED FOR /
ROADWAY IMPROVEMENTS
PER CITY OF RALEIGH
STANDARDS - -
m -
1 LIMITS OF /
DISTURBANCE /
(TYP.) :�y
9
-
4c -
- 3n
3 � _ an _ an 3n -
BLOCK 83 PROJECT
ZONING: DX-12-UG
(UNDER SEPARATE COVER
TRANS# 559068)
SAWCUT REMOVE AND
REPLACE AS REQUIRED FOR---- --
UTILITY TIE-INS AND EX
UTILITY REMOVAL PER CITY
OF RALEIGH STANDARDS
EX. CB
T/C=350.68
INV OUT(S)=346.68
CONVERT EX. CB
TO COR STD CB
EX. JB �� (ASSUMED LOCATION)
RIM=352LL17 RIM- 50.40
/ 18" RCP(E)=349.34 INV IN(N)=346.41
/ 12" RCPXW)=349.46 INV OUT=346.41
/ 12"RCP(NW)=359.58
o�-no_-L-
/Zno no �
0013
I N /F
CROCKER
FAMILY
MORGANERT ES, LLC
ST
PIN 1703-48-1885
III I I DB 16759, PG 165
0.63 AC.
ZONING: DX-7-UL
GRADING LEGEND
CATCH BASIN
DROP INLET
■
STORM SERVICE INLET
•
STORM SERVICE ROOF -DRAIN
O
JUNCTION BOX
��--
DRAINAGE FLOW ARROW
250.50
250.00
TOP & BOTTOM CURB ELEVATIONS
\TW=223.00
TOP OF WALL ELEVATION
BW=213.00
BOTTOM OF WALL ELEVATION
(NOTE: BOTTOM OF WALL IS GROUND
ELEVATION NOT WALL FOUNDATION)
+ 250.60
SPOT ELEVATION
STORM DRAINAGE
STORM SERVICE LINE
LD LD
LIMITS OF DISTURBANCE
250
MAJOR CONTOUR
252
MINOR CONTOUR
_______250
EXISTING MAJOR CONTOUR
252
EXISTING MINOR CONTOUR
- -
EASEMENT LINE
SEE SHEET C-2 FOR ALL PROJECT,
SITE, GRADING, STORM DRAINAGE AND
UTILITY NOTES
ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE CURRENT CITY
OF RALEIGH ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
*WARNING* ACTIVE GAS LINES ARE
PRESENT IN THE VICINITY OF THIS
PROJECT. CONTRACTOR TO FIELD
VERIFY AND LOCATE ALL GAS LINES
AND OTHER APPLICABLE SITE UTILITIES
PRIOR TO CONSTRUCTION.
DISTURBED AREA = 1.00 AC.
GRAPHIC SCALE
20 0 10 20 40
1 inch = 20 ft.
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PROJECT N0. H TG-1 801 0
FILENAME: HTG18010-G1
CHECKED BY: RSS
DRAWN BY: J M S
SCALE: 1 „ = 20'
DATE: 10-16 -18
SHEET N0.
C-5
x
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
'J MCADAMS

EX. SSMH N/F
RIM=360.94 WILLIAMS- CROSS INVESTMENT CO INC
8"VCP(E)=352.21 706 HILLSBOROUGH ST
PIN 1703-39-9454
DB 1408, PG 569
0.67 AC. j( I
ZONING: OX-7-UL
Li
II
w
— I
�'
I
I 8"X8" H-304 STANLESS I I D— �_ M I
SS i I STEELE SLEEVE i i w w�w�wc wD�o_ i -w cEX. GASGLINE
EXISTING o 1 I I I Ex s" vcP I I w w w_=-�wc
HILLSBOROUGH
I LL S B O R O �LJ G H ST. I I I 8" FIRE PROTECTION i i - ss SS VARIABLE WIDTH PUBLIC R/W) I� X 8" VCP SS
I LINE WITH RPZ IN I I I i ss EINTERIOR RISER ROOM
I I
j I SAWCUT REMOVE AND REPLACE AS I I
j UTILITY TIE—INS REQUIRED EX
FOR I I
EX. SSMH
i 1ITII ITY RFAAC)\/AI PFR r:ITY I I ry rioro nnTin i u.irc nnniToenTno I I RIM=355.14
—3n _
8"X4" TEE
TEMORARY
CONSTRUCTION
EASMENT
FIRE WATERLINE BACKFLOW DEVICES WILL BE
LOCATED IN THE BUILDING. COORDINATE WITH
PLUMBING PLANS FOR MORE INFORMATION.
BACKFLOW DEVICES SHALL BE A 8" WATTS
LF909 (RP) OR APPROVED EQUIVALENT.
DOMESTIC WATERLINE BACKFLOW DEVICES-'
WILL BE LOCATED IN THE BUILDING. I
COORDINATE WITH PLUMBING PLANS FOR I
MORE INFORMATION. BACKFLOW DEVICES
SHALL BE A 4" WATTS LF909 (RP) OR I
APPROVED EQUIVALENT.
II
N/F I
THE JUNIOR LEAGUE OF RALEIGH INC
711 HILLSBOROUGH ST. I
PIN 1703-39-7175
DB 12630, PG 838 I.
1.16 AC.
ZONING: OX-7-UL l — Im I
I I I
I I
I
BUILDING BACK
FROM SIDE LOT LINE I II
EX. 1-STORY
BRICK BUILDING
EX. BUILDING OVER-1
PROPERTY LINE L EX. WALL
0' OR 6' BUILDING SETBACK
FROM SIDE LOT LINE
N/F
SAMIH T & REBECCA A YEHIA RVCBLE
TRUST THE YEHIA, SAMIH T TRUSTEE
704 W. MORGAN ST.
PIN 1703-39-9004
DB 15864, PG. 676
0.12 AC.
ZONING: NX-7-UL
N/F
700 WEST MORGAN LLC
PIN 1703-49-0004
DB 11755, PG 933
0.15 AC.
ZONING: NX-7-UL
---------------------
EXISTING \ wv
W. MORGAN ST. � N
/)
(VARIABLE WIDTH PUBLIC R W \
I
\ EX. SSMH
RIM=352.57 I
8"VCP(N)=344.38
8"VCP(S)=344.26
ou
EX. FIRE
�\ HYDRANT
0
N/F
HILLSBOROUGH 630 LLC
630 HILLSBOROUGH STREET
PIN 1703-49-1348
DB 16997, PG 1152
EX. SSMH 0.30 AC.
RIM=354.49 ZONING: NX-7-UL
8"DIP(E)=345.93
8"VCP(W)=346.95
—
0-
-w�w w
w w w
Ss —f / EX 8" DIP SS
se
-SAWCUT REMOVE AND d,
REPLACE AS REQUIRED FOR
RC)AnWAY IMPRC)VFMFNTS
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" III I
III I
III I I
II I
8" SS SERVICE \\ IL I I
I I
I
EX. SSMH
RIM=353.13
\ I 8"VCP(S)=346.01
I I
r(T;4---
I
H
II
FIRE HYDRANT III
ASSEMBLY (TYP.)
I
FIREDEPARENT
I
CON ECT ON I I
I III � I
III I H
III it
I III I
o
I I
II
III _
SD SD SDI —
EXISTING STOPLIGHT POLE AMD
LIGHT CONTROL BOARD TO
REMAIN. CONTRACTOR TO
COORDINATE ANY NECESSARY
GRADE CHANGES WITH CITY OF
RALEIGH TRANSPORTATION.
PROPOSED FIRE
HYDRANT UNDER
_ SEPERATE COVER
an 3n 3n -
-—S87*03140"E
BLOCK 83 PROJECT
ZONING: DX-12—UG
(UNDER SEPARATE COVER
TRANS# 559068)
SAWCUT REMOVE AND
REPLACE AS REQUIRED FOR
UTILITY TIE-INS AND EX
UTILITY REMOVAL PER CITY
OF RALEIGH STANDARDS
PROPOSED FIRE
HYDRANT UNDER
SEPERATE COVER
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—_ — = _
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THE COLEMAN GROUP LLC I N/F ^/
705 W MORGAN ST PLANNED PARENTHOOD OF GREATER
I PIN 1703-38-8847 RALEIGH INC II
DB 15399, PG 1 I 100 S BOYLAN AVE I II 'I I CROCKER FAMILY PROPERTIES, LLC
0.29 AC. PIN 1703-38-9868 EX. FIRE I I
ZONING: OX-7-UL DB , PG 489 HYDRANT 615 W MORGAN ST
0.47III II �� I IIII I PIN 1703-48-1885
ZONING: OX-7-UL DB 16759, PG 165
0.63 AC.
ZONING: DX-7-UL
UTILITY LEGEND
FIRE HYDRANT ASSEMBLY
�•�'
FIRE DEPARTMENT CONNECTION (FDC)
0
WATER METER
N
WATER VALVE
N
POST INDICATOR VALVE
®
VALVE IN MANHOLE
❑
METER & VAULT
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BACKFLOW PREVENTER
REDUCER
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BLOW -OFF ASSEMBLY
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SANITARY SEWER MANHOLE
•
SEWER CLEAN -OUT
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GREASE TRAP
SEWER FLOW DIRECTION
/
ARROW
YARD LIGHTS
LIGHT POLE
POWER POLE
ti
LINE BREAK SYMBOL
WATERLINE
•
WATER SERVICE LINE
-----------------
UTILITY SLEEVE
SANITARY SEWER
SEWER SERVICE LINE
FM FM
SEWER FORCE MAIN
—G—G—G—G—
GAS LINE
OU OU
OVERHEAD UTILITY
UE UE
UNDERGROUND ELECTRIC
—T—T—T—T—
TELEPHONE
— —
EASEMENT LINE
SEE SHEET C-2 FOR ALL PROJECT,
SITE, GRADING, STORM DRAINAGE AND
UTILITY NOTES
ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE CURRENT CITY
OF RALEIGH ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
GRAPHIC SCALE
20 0 10 20 40
1 inch = 20 ft.
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PROJECT NO. H TG-18010
FILENAME: HTG18010—U1
CHECKED BY: RSS
DRAWN BY: iM S
SCALE: 1 _ 20'
DATE: 10-16-18
SHEET N0.
C-6
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PRELIMINARY DRAWING — NOT RELEASED FOR, CONSTRUCTION
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706 HILLSBOROUGH ST =—� I N/F PLANT —SCHEDULE
I HILLSBOROUGH 630 LLC
— — — — DB 1408, PG 569 M I I I ' 630 HILLSBOROUGH STREET
PIN 1703-39-9454
— — — _ — 0.67 AC. � I PIN 1703-49-1348 TREES CODE �
I I DB 16997, PG 1152
— — - — — ZONING: OX-7—UL L J 44/r
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CONSTRUCTION
EASMENT
N/F
THE JUNIOR LEAGUE OF RALEIGH INC
711 HILLSBOROUGH ST.
PIN 1703-39-7175
DB 12630, PG 838
1.16 AC.
ZONING: OX-7—UL
0' OR 6' BUILDING SETBACk
FROM SIDE LOT LINE
lT
EX. 1—STORY 1
BRICK BUILDING
EX. BUILDING OVER
PROPERTY LINE
0' OR 6' BUILDING SETBACK J '
FROM SIDE LOT LINE I I
N/F I I ~
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SAMIH T & REBECCA A YEHIA RVCBLE 700 WEST MORGAN LLC
TRUST THE YEHIA, SAMIH T TRUSTEE PIN 1703-49-0004
704 W. MORGAN ST.
PIN 1703-39-9004 DB 11 0155 ACC. 933
., .
DB 15864, PG. 676 I
ZONING: NX-7—UL
0.12 AC.
ZONING: NX-7—UL
I
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— — — — — — — — — — — — — — — — — — — — — I�
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(VARIABLE WIDTH PUBLIC R/W)
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THE COLEMAN GROUP LLC I N/F
I 705 W MORGAN ST PLANNED PARENTHOOD OF GREATER
PIN 1703-38-8847 RALEIGH INC
DB 15399, PG 1 I 100 S BOYLAN AVE
0.29 AC. PIN 1703-38-9868
I ZONING: OX-7—UL DB 4798, PG 489
I 0.47 AC.
ZONING: OX-7—UL
SEE SHEET C-2 FOR ALL PROJECT, ALL CONSTRUCTION SHALL BE IN
SITE, GRADING, STORM DRAINAGE AND ACCORDANCE WITH THE CURRENT CITY
UTILITY NOTES OF RALEIGH ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
3n 3T1 3f1 _
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I AND SEATING
III I 1,306 SF
II L
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615 W MORGAN ST
PIN 1703-48-1885
III 11 ;2 III I I DB 16759, PG
AC. 165
ZONING: DX-7—UL
3x
ROOTBALL DIAMETER
COMMON NAME BOTANICAL NAME LAL HGT REMARKS
CHINEASE PISTACHE PISTACIA CHINENSIS 3" 10'-12' N/A
EVERCLEAR ELM ULMUS PARVIFOLIA 3" 10'-12' N/A
TRIDENT MAPLE ACER BUERGERIANUM 2" 8'-9' 25 GAL CONT./SINGLE STEM
DO NOT PRUNE LEADER. PRUNE OR CUT ONLY
DEAD DR UNHEALTHY BRANCHES
'— PROVIDF STAKING IF SPECIFIED. IF STAKING IS
PROVIDED, PROTECT TREE WITH BROAD STRAP OR
FLEXIBLE TUBING. ALLOW FLEXIBILITY IN STRAPS
TO DEVELOP TRUNK TAPER PROVIDE TURN
BUCKLE AND WARNING FLAGS. REMOVE ALL
STAKING AND ACCESSORIES WITHIN ONE YEAR
FROM PLANTING.
Jf— -HE ROOT FLARE SHALL BE PLANTED AT GRADE,
/ NO HIGHER THAN 2" ABOVE GRADE, AND NEVER
BELOW GRADE. REMOVE EXCESS SOIL TO EXPOSE
-HE RODT FLARE AT GRADE. TREE SHALL BE SET
PLUMB
MULCH OEFTH 3". KEEP MULCH 3" FROM ROOT
l f FLARE AND DO NOT CONTACT STEM
HIGH DUALITY SOIL MIX ASSPECIE ED
WATER SAUCER, IF SPECTRE}, SHALL RISE N❑
MORE THAN X ABOVE GRADE.
--COMPLETELY REMOVE TOP HALF OF BURLAP.
LACING STRAPS, NAILS AND WIRE BASKET AND
�j DISCAFID FROM HOLE. ALL SYNTHETIC BURLAP
MUST BE REMOVED FROM SIDES OF ROUT BALL.
— ROOT BAIL SHALL BE PLACED DIRECTLY ON
COMPACTED SUBGRADE. HANDLE TREE BY THE
ROOT BALL ONLY.
NOTES'
1. CONTRACTOR IS RESPONSIBLE FOR
ADEQUATE DRAINAGE OF ALL PLANTING PITS,
(POSITIVE DRAINAGE AWAY FROM PIT)
2. ADHERE TO STANDARDS IN THE CITY TREE
MANUAL.
3. STREET TREES MUST BE 3" CALIPER AT
INSTALLATION WITH A T MINIMUM FIRST
BRANCH HEIGHT.
4. PLANTING SEASON OCTOBER - APRIL.
5, A TREE IMPACT PERMIT IS REQUIRED.
fi ELECTRICAL OUTLETS AND OTHER UTILITIES
ARE PROHIBITED IN THE PLANTING AREA
IMMEDIATELY SURROUNDING THE TREE.
NOTE: SEE TREE
PLANTING DETAIL
n
11
S TIC -CFI I I III II
SECTION
CONTACT INFORMATION:
C'TY OF RALEIGH PARKS. RECREATION AND CULTURAL
RESOURCES DEPARTMENT URBAN FORESTER:
[e-mail]
WWWR4LEIGHNC.GOV
MULCH 3' DEEP MAX. AND T MIN_ FROM THE
BASF OF THE TREE
SIDEWALK PAVING AND SUBBASE
- - PLANTING SOIL MIX AS SPECIFIED
4• ❑IA. PVC PIPE WRAPPED IN FILTER
FABRIC AND CONNECTEOTO STORM
rt-111 .I =1 DRAINAGE SYSTEM WHERE APPLICABLE
COMPACTED DR UNOISTURBED SUBGRADF
NOTES:
1. A SITE SPECIFIC PLAN MUST BE DEVELOPED TO ENSUR7 THAT
1,1. EACH TREE IS PROVIDED A MIN. ROOT -ACCESSIBLE SOIL VOLUME OF 6W CUE IC FEET-
1
.2. THE TREE ROOT AREA BENEATH THE SIDEWALK IS EXPANDED TO MAXIMIZE ROOT ACCESSIBLE SOIL SPACE UNDER
THE PAVEMENT.
1.S CONNECT 8011 SPACE FOR ROUT EXPANSION WHERE POSSIBL F TO AL LOW ROOT SYSTEMS OF TREES TO OVFRI AP
AND COLONIZE A SHARED SOIL SPACE,
1.4. ANY COMBINATION OF STRUCTURAL SOILS, SOIL CONTAINMENT SYSTEM (e.g.. SILVA CELL), OR ROOT CHANNELING (e.g,.
SOIL STRIP DRAINIAERATION SYSTEM ITH.AT FERFORMSAS SPECIFIED IS ACCEPTABLE
3 4V X 6' WIDTH MINIMUM APPI IFS TO BOTH STRUCTIJRAI SOIL S AND SUBS URFACF SOIL CONTAINMENT SYSTEMS.
4. SUBSURFACE APPLICATION SHALL 8E REVIEWED AND APPROVED BY CTfY OF RALEIGH PARKS, RECREA T ION AND CULTURAL
RESOURCES URBAN FORESTRY DIVISION PRIOR TO INSTALLATION.
STRUCTURAL SOIL SYSTEM
CONTACT INFORMATION:
CITY OF RALEIGH PARKS, RECREATION AND CULTURAL RESOURCES DEPARTMENT
URBAN FORESTER: [e-mail]
WWW,RALEIGHNC.GOV
CITY OF RALEIGH
WTAN DARD IZL'I AI L
6 wts Nu�d urnmacnee
TREE PLANTING IN
SIDEWALK WITHIN ROW
TPP-07
—73 N' FRAME
72 114' FRAME
GRAY IRON, RECTANGULARA'XW 1.5" MIN. THICK, WITH 114'
OPENING OR LESS
NOTES:
I GRATE DESIGN MUST BE ADA COMPUANT.
2. GENERAL PATTERN DESIGN MUST BE AS SHOWN.
3. MEPTIONS OR PERSONALIZATION MUST SE REVIEWED
AND APPROVED BY THE CITY OF RALEIGH.
4, A TREE IMPACT PERMIT IS REQUIRED.
5. ANERE TO STANDARDS IN THE 017v TREE MANUAL.
6. ELECTRIC OUTLETS AND OTHER UTILITIES ARE
PROHI0ITED IN THE GRATE AREA
CONTACT INFORMAT IOry
CITY OF RALEIGO PARKS, RECREATION AND CULTURAL
RESOURCES DEPARTMENT URBAA
FORESTER:TREES@RALE IGH NC.GOV
WAW.RALEIGHNGGOV
29
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'{rr•,JJf ���11��`' FRAMES ARE ASSEMBLED
US! NOATXtIWX1A'
} THICK ST=�L PLATE BOLTED
SLOTS ARE All TO FRAME wl [23 3� 16UNC
_ �9 1+7' X 1 STNLS STL. FLAT HD.
)f WIDE MAX. m y�� CAc SCREWS
BOLT TREE GRATE HALVES TOGETHER wl
(2I 11743 )f Y STW. STL HEX BOLTS,
GALV, FLAT WASHERS AND STNL STL. HEX NU7
1 tra 3 q" BOLTED PLATE (21318.1BUNC
4; 1G3ra3 TAPPED HOLES
1�" '� ASSEMBLY DETAIL
7 CITY OF RALEI' ;H
NOTE ALL DIMENSIONS SHOWN ARE IN ENGLISH STANDARD DET.UL
MATERIAL- CAST GRAY IRON ASTM A-48. CL ASS 3.5E pFyLS�rylg ��.,:,ng grrmr.�nrF
FINISH NO PAINT
WEIGHT: 208.515ET
TREE GRAI E IN
SIDEWALK WITHIN ROW
TPP-06
GRAPHIC SCALE
20 0 10 20 40
1 inch = 20 ft.
LANDSCAPE CALCULATIONS
HILLSBOROUGH STREET
STREET TREES
HILLSBOROUGH STREET
193 LF
LESS DRIVEWAY
31 LF
TREES REQUIRED:
5
(1/40 LF)
TREES PROVIDED:
5
BOYLAN AVENUE
STREET TREES
BOYLAN AVENUE:
196 LF
LESS DRIVEWAY
51 LF
TREES REQUIRED:
4
(1/40 LF)
TREES PROVIDED:
4
AMENITY AREA
AMENITY AREA BREAKDOWN
1,306 SF PROVIDED ON SITE
TREES REQUIRED:
2
(1/1,000 SF)
TREES PROVIDED:
2
2,120 SF PROVIDED WITH BLOCK 83 PROJECT
(SR-59-18 ; COR TRANS# 559068)
TREES REQUIRED: 3 (1/1,000 SF)
TREES PROVIDED: 3
NOTES:
1. SEATING OPTIONS WILL BE PROVIDED ALONG BOYLAN STREET
AND ON BLOACK 83 PROHJECT SITE.
2. NO TREES SHALL BE PLANTED WITHIN 10' OF A FIRE HYDRANT
(AT MATURE GROWTH)
3. FINAL DESIGN OF AMENITY AREA LOCATIONS AND AMENITY
ELEMENTS TO BE DETERMINED AT CONSTRUCTION DRAWINGS
OUTDOOR AMENITY AREA
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PROJECT N0. H TG-1 801 0
FILENAME: HTG18010—Sl
CHECKED BY: RSS
DRAWN BY: J M S
SCALE: 1 „ = 20'
DATE: 10-16 —18
SHEET N0.
LS-1
PRELIMINARY DRAWING — NOT RELEASED FOR CONSTRUCTION
'J MCADAMS

VARIABLE MOTH DEPENDENT
ON GRASS STRIP WIDTH
EXPANSION JOINT -
CS
! � . M' I]�PANSION JOINT `!o,,
3.5' RADIUS
MAXIMUM
t
'EXPANSION
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JOINT' ' " �Ia- • r _ !.:'dP0.\Il
6" E]CPANS1dN JOINT -
sLOPE 1I4"IFT (A ")
SIOEWA�
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r
1k USE 6.5" WHEN DRIVEWAY IS USED IN LIEU
OF A WHEELCHAIR RAMP TO ACCOMMODATE
12:1 MAXIMUM SLOPE (AOA COMPLIANT),
SUCH AS IN A CUL-DE SAC.
FULL DEPTH CUT SHALL BE MADE
PERIPE
SEE T-10.01.2 FOR ADDITIONAL NOTES
PORTION TO
iEMOVED
GUTTER LINE J
IF THE FINAL LIFT OF ASPHALT HAS BEEN INSTALLFID AND 15
DAMAGED DURING CURB REMOVAL. A ONE FOOT WIDE SECTION
OF ASPHALT SHOULD BE SAWCUT AND REMOVED FOR FORMS TO
BE USED TO KEEP A STRAIGHT EDGE ON THE DRIVEWAY APRON
REINSTALL HOT MIX SURFACE ASPHALT PATCH $9.58.
IF THE FINAL LIFT OF ASPHALT HAS NOT BEEN INSTALLED,
THE ASPHALT IN FRONT OF THE APRON CAN REMAIN IN PLACE
NO1JR5
CITY OF RALEIGH
r. CURR AND GLITTER SECTION SHALL BE REMOVED IN ACCS]RDANCE W!T}{ DRryESVRY WIDTH
APPROVED By THE CITY.
ST&NDARD DETAIL
2 IF PERPENDkDULJsR CLIT t3 LESS T•IAN i' FROM NFXCT.JOINT THEN THE PARAU.EL MJ7 SHALL
RF111SKNLS
A4'6 O'1IIe NorTOSGi'-E
BE MADE TOTHAT JO1Y'
TANDARD Mt= THUS OF REMOVIN
3 1 HIS LIE IHCRJ 191901 ALU]'%:U IN NEW ROAU'NAYC1JNSfkDl'FtoN
€]CI" I - CURB (FORA DRIVEWAY
APRON INSTALLATION)
T-10.24
L- PAY LIMITB FOR CURB RAMP
SIDEWALK WIDTH B'W X T2•0 CONCRETE CURB
8' MIN T12' EXPANSION
• • JOINT [TYPI BSWENALKWOTH
MIN
�-
•za°TYP__ R•rlrraA
DEPRESf.SiD 2'.e-
S' ITYPI CURB & GUTTER
a'MIIN - _ _
SURFACE {TvP �NING
,.. c7EP:TESSEC CONCRETE DEPTNI
12' E4PANS45N p•-S-CURB 5 GUTTER
JOINT {I'YP1 [HEIGHT VARIES RAMP I FLARE 8-
Clrf;B Rr_'VtnL DETERM1NEC LAINIO NG 4"
NOTE • U5LSMALL FLARE ONLY WHEN A CURB 6Y FLARFE 3LOPEI
W OL1L9 OR ECTL Y CONFL i T WITH
APPROACHING VEHICLE TURNING MOVEMENTS
TYPE N-3
�j 8,M% 112:1) MAX RAMP SLOPE
43 GROSS SLOPE; 2-430%
C) (-.IJ RR RAMPS RFQ01RF A 14'4l") MINIMIIM IANDING
WITH A MAXIMUM CROSS SLOPL AND LONGfFUDINAL
SLOPE OF 2-00% WHERE PEDESTRIANS PERFORM
TURNING MANEUVERS- SLOPE TO DRAIN TO CURB-
C.) RAMPS AND DOMES SHALL BE INSTALrED THE SAME
4VIITTH AS THE $N7FWAi K
d' MIN LANDING
SIDEWALK AREA-, f I'
DETECTABLE WRRNnuC - - "t - _- _�
SURFACE(TYP) �- � �yx I1D.r, '
R' ITYP)
A' MIN.
CLJr7B 8 GUTTER
CLJ R a GUTTER
11r Ei�AN510N
`- DEPRESSED 2'I'
JOIN] (TYPI
CURB & GLITTER
I•FEIGHT VARIES
JRB REVEAL DETEPIAINED
BY FLARE SLOPE)
COMPETE DEPTH
TYPE N-3A
RAIAP 1 FLARE B'
LANDING A"
(COMMERCIAURETAIL USE)
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LETTER
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SECTIONAA
NOTES-
1- VO4EN A DRIVEWAY 15 TO BE CON5TRUC7ED VO4ERE FINAL LAYER
6 THE D1$TAPICE FROM THE END OF A STREET CURB RADLIa TO THE
rj
OF &V441-1 HAS BEEN PLACED, THE MIRE CAN BE SAW CUT IN A
BGOINNINO OF THE DRIVEWAY RAPT US SWULD BE MINIMUM OF 20 FT
STRAIGHT LINE AND REMOVED- IF THE FINAL LAYER HAS NOT BEEN PLACED,
7 CARD RADIUS TO BE DISSIPATED BETWEEN LIMITS NOTED ABOVE
THE ENTIRE CURB AND GLITTER SHALL BE REWYED AND THE DRIVEWAY
A '1' MIN- SC-INEEN DRIVEWAYS ON ADJACENT LOTS
SHALL BE A MONOLII41C POUR USING 3XII PSI MAX 4• SLUMP CONCRETE
4V MIN. BETWEEN ORI VE4VAY5 ON SAME LOT.
0
F. EXPANSION MATERIAL SHALL EXTEND T?IE FULL DEPTH OF THE CONCRETE
9 NO RADIUS ENCROACHMENT SHALL HE ALLOWED ACROSS AN
I rr EXPANSIDN ,JOINTS Ak.ONG 5113EWAUt SHALL BE LOCATOO AT NOT MORE THAN OAY
NMOINM PROP, FRONTAGE- THIS IS DETERMINED EY EY,TENDI NG
G
INTERVALS & ❑[:MMY CON5TRTIC om JOINTS AT it INTERVALS nuMMY
A LINE FROM THE PROPERTY CORNER PERPENDICULAR TO THE BAV
to
lh �+
JOINTS SHALL BEAT LEAST 113 THE SLAB THICKNESS iN DEPTH
TO THE CURB AM UtMER LOCATION
.j
3- SLOPE ON UNPAVED AREAS BETWEEN BACK GP CURB d SIDEWALK SHALL BE 114" PER FT.
16 ALL CONCRETE MUST BE POURED GN SAME DAY AS INSPECTION
w
r
y
4. NO EXPOSED AGGREGATE OR OTHER SPECIAL SURFACE TREATMEN75 IN ROW
OR REaHSPKIh ECTIS REOLIRED
Iy�Iy..II
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A. W rAMENBIGN AS SHOWN ON PLAN'AEW S*W L RE AS FOI. LOWS
1 t. DRIVEWAY RADIUS 5HA1.1. 9E A M:NIMUiA OF 9' FRGM ANY
•�•
rrI
18' MINI MLMA• iB' MA]BLILIM FOR RESIDENTIAL DRIVEWAYS
CATCH HASN.
aU
W MAXIMUM FOR rOMMERCIAL DRIVEWAYS
T
Iu
JOINT FlLLER
116" RADIUS (TYP I UQIF: MAINTAIN 50' MAX- BETWEEN EXPANSION
JOI N TS OR AT ALL R IG I D OBJECTS
N_ - - - _ _ _ _ - _
FRONT ELEVATION
112" TRANSVERSE EXPANSION JOINT
V 24'
B. . i• 3" a: a fA S
garr•Tu' +� sLwe-Ir• E+
�.'r"".be''i�YivfddsZ.`u"SO'-"nD�.•J.Y.' 4• • •'errA"- -
h
1. 3T CURB 8 GUTTER 1R 12•
2- 30° VALLLEY TYPE GUTTER
41
4" COMPACTED AJ3.0 UNDER STANDARD
CURB 5 I
MEDIAN CURB AND GUTTER
c� A NO VALLEY CURB S:IW.L BE USED
AT IN1ERISECIIONS, HYDRANTS. ETC.
r e+-
r` �aU
MEDIAN CURB AND GUTTERJ�'Y +'
{NON-MOUNTABLEI
_ SPILL CURB DETAIL
NOTES:
1 UY MAXIMUM BETWEEN DUMMY JOINTS,
13 MAXIMUM BETWEEN DUMMY JOINTS ON
MACHINE TOURS.
2 712" "PANGION JOINT LIVERY 50.
y yIJW FBI Cf3NC:HEIE MINIMUM, e" SLUMP MAXIMUM
4 LIOU16 MEMBRANE CURING COMPOUND SHA L MEET
Tt RREQUIREWNTS OF SECTION 1926.3 Or NCDOT sir I OF2
STANDARDS & SPEC IL'ICATIONS FOR ROARS AND
STRUCTlv:cs CITY OF RALEIGH
5. ALL CONSTRUCTION JOINTS SIIALL 3E FILLED ST4NDARD DETAIL
W ITIt JOINT TILLER AND SEALER IN ACCORDANCE
WlTi I NCDOT ROADWAY STANDARD DETAIL TNG.01 R1=WSKNLS 04TE O'Hra NO TJ SG4E
THL JOINT MATERIAL SHALL CONFORM 70 SECTION
1172B-2 OF NCDOT STANDARD S SPEOLFICATIONS FOR CURS AND GLITTER
TOADS AND STRUCTURES.
5. REFER TO NCDOT DETAIL 846-01 FOR CURB AND
GUTTER SIJPFFIE LEVATIOH RATES T_ 10.2 6.1
(D
5' FAA
- - _ PAY uMfFS FOR CURB RAMP
1fd' E)(PANSION
JOINT CTYPI
1 I` - • _ _ I 0, (TYPI
°� T -
CROSS SLOM NOT To
EXCEED 2% ON ANY
7 R=T' [TYPI PORTION OF RAMP OR
DETECTABLE: N TRANSITION TO STREET -
WARNING t12' JOINT
(
SURFACE [TYPI JOINT TYP]
cl ] SLOPE va MEET GRAZE. s5' MAmMUM
`2)y � CFN75S SCOFF' 2.qq
C/ PURR RAMPS RECAJ IRF A IV-T) MINIMUM IANDWG
On I A MAXIMUM CFZCS,S SLOPE AND LONGITUDINAL
SLOPE OF 2DM WHERE PEDESTRIANS PERFORM
TURNING MANEUVERS, SLOF`E TO DRAIN TO CURB.
RAMP5 AND DOMES SHAL. BE INSTALLED THE SAME
W,DTH AS THE SIDElAfnl K
C) IF LENGTH EXCr=- 5. TRUNCATED DORIES GI IALL
BE INSTALLED ALONG THE BACK OF TI Ir CURD
COVETING THE FULL WIDTH OF THE RAMP,
112" EXPANSION
' 3t
J01NT(TYPI
T.
CONCRETEC CURB -
�arpA,
CROSS SLOPE NOT TO
EXCFED 2%ONANY
PORTION OF RAMP OR
TRANSITION TO STREET,
De.TGTAaLE 112" EXPANSION
WARNING JOINT (TYP)
SURFACE {TYPI
CITY OF
STANDAI
TYPE N-4A
I.�..IrM
tiL1NC.kL I E !1tr I I I
irNAP f
l ANDING A•
SxEETA OF8
DRIVEWAY GRADES
EXISTING
OR
PROPOSED
DRIVEWAY SIDEWALK
PAVEMENT
GUTTER LINE
ySfiW, _
�ApRON
r d•
lit-lfeilE
* 5' FOR SENSITIVE AREA AVENUE
AND SENSi FIVE AREA AESIDEN i IAL STRE« i
A. CURB & GUTTER, SIDEWALK SECTION
VARIABLE B' 8' S
7"74..
MFNTWIOTH SHOULDERWIDTH
114'IFT PER FT ,2DSy6
1ORI11�111�11j�%
5 y
B. SHOULDER SECTION
NOTES:
IF THE SLOPE BETNEEN THE TOP OF CURB AND GUTTER
AND A POINT M F= FROM THE CURB AND GUTTER
EXCEEDS 2n%. THIS SLOPE SHALL BE ADJ LISTED TO A
MAXIMUM OF 8.33% 11'IFT I UP OR 4.171% f U2' IFT 1
DOVTN.
FACE OF CURB
AA
es
CC
21-M 21.6• 2'-6" 2'"6-
PLAN VEIW
TTW
1[t-
1 ate' I I �•�•' I I rr.'
NOTES:
TRANSITION NOT TO BE LOCATED WITHIN
THE CURB RADIUS.
•�I n....n r�.a-v
VALLEY GUTTER
T-10.26.2
ASPHALT PAVEMENT PATCH
AND RCP PIPE BACKFILL
SAW CUT SAW OUT
AND TACK AND TACK
FS[ISTINGPAVEMENT EXISTING PAVEMENT
1 NEW ASPHALT 3• MINIMUM
R .
q�aQ p�C7 n q49" aq'47D c] ° 93P ° 9 Co p r4gn4' Q'C]• ❑ �oo ,p
p v�qa❑`, q ° °p . ✓ oo ° ° A :OQ❑Qaa ° cQ� 10
❑ �C] Q 0-0 NEW ABC 12- MINI MUM 0EPFH " Q ° 0°° R O ❑ ❑ Q o
/ 9PSI Cr°9°n Op Gc4 O�n'.7 •o Qa°Qrti7°a Qn
EX18 ING ABC t' i(EY-IN 1' KEY IN EXISTING ABC
IIIIII--Ill
EXISTING SUBGRADE
COMPACTED FILL
III I I II -I i I-i
11 III ;.I I�IIIII
q�yQ��na SEE NOTE :t7
NOTES-
1. THE PAVEMENT EDGE SHALL BE DEFINE] BY A STRAIGHT EDGE FORMED BY A MACHINED SAW CUT.
2 THE TRENCH SUBGRADE MATERIAL SHALL BE BACKFILLE➢ WITH SUITABLE MATERIAL AND COMPACTED TC A DENSITY
OF AT LEAST 95% OF THAT 09TAMED BY COMPACTING A SAMPLE_ OF THE MATERIAL IN ACCORDANCE WITH AASHFrO
T-99 AS MOD IFFIED BY NCDOT
3 THE FINAL 1' OF FILL SHALL CONSIST OF ABC MATERIAL COMPACTED TU A DENS FFY EQUAL TO 100% OF THAT -
OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE VATH AASHTO T.80 AS
MODIFIED BY NCDOT, BITUMINOUS BASE OR BINDER MAY BE SUBSTITUTED IF APPROVED BY TRANSPORTATION
DIRECTOR OR DESIGNEE
# THE ENTIRE THICHNESSf VERTICAL L-DGE OF THE CUT SHALL BE TACKED
5- THE SAME DEPTH OF PAVEMENT MATERIAL WHfCH EXISTS SHALL SE REINSTALLED, BUT IN NO CASE SHALL
THE ASPHALT BE LESS THAN 3"THICK.
B. THE ASPHALT PAVEMENT MATERIAL SHALL RE INSTALLED AND COMPACTED 1 HOROUGHLY AND ROLLED WITH A SMOOTH
1)HUM ROLLER I ACHIEVE A SMLJUFH. LEVELHA7L:H -
7. FUR RCP 36" OR LAfK{ ER, #57 OR #97 WASHED STONE SHALL BE INSTALLED TO THE SPRING UNE BEFORE SAC KF ILL.
CITY OF RALEIGH CITY OF RALEIGH
STANDARD DETAIL STANDARD DETAIL
uFcsy-ulA/g naTe a+re A17rrOsC44 RT7a'HJAE; re:rFryi�'e ADr�7 C2�F -
DRIVEWAY GRADES ASPHALT PAVEMENT
PATCH
T-10.04 T-10.05
r PAY uM(TS FOR CURB RAMP
AND DD� GTTER
17 EXPANSION I 01714l:RETB DEPTH
JOINT ITYP) ff *w f F LARLy 6-
LANCING 4'
5'MAX r r
I 2
i
2'-e• Cu Re
AND GUTTER ' IQ' EXPANSION
JOFNT(TYP)
24' TYP a -.NON•WALIG SURFACE
IN M
A' MIN
12" MIN. S' ISIDEWALK
. j
TYPE R-1 t2':rOIJCRETE CDRB
1 fl33%112'1I MAX RAMP SL [WEOETEC-7AAHL[ WARNING �• L - -
SURFACE
C.=tRB RAPPDPE 2.07°4 g[ BITY/'�.iC '- � ��'•:_
CURB RAJr5P5 REQUIRE A iw{7" MINIMNlI LANOIVG A' MIN.
WM I A MAXIMUM CROSS SLO MID LONGITUDINAL r - -
SLOPE OF 3.ov% WHERE PEDESTRIANS PERFORM IQ EXPANSION ` - - -:•.
TURNWC- MANEUVERS SLOPE 7O DRAIN TO CURB ANNT FIYP1 - r
REAM AND DOMES SHALL BE INSTALLED THE SAME
WI I7I H W3 I HE SRIENMLN SIDEWALK
F of CURB AND GLITTER J�
1H LENGI H tnutEm S Y, I RUNL:AIED Dumps SMgLL
BE INSTALLED ALONE THE SACK OF THE GARB +�
COVERING THE rULL WIDTH OF THE RAMP TYPE R-2
• ; : • J f-HX]TiWALK SURFACE VSEONLY WHERE WATER WILL NrrC
p47Ar1 w1T1-TIN L ANDINgI
WARN a I-E 4 �' ' ' - - ... 6+ , IT CONCRETE CURB
wrLRN1Nr, . .
3VWAGE
B iTYPI�{''•. ... ...
I' MIN
TYPE R-2A 2-E CURBx GUTTER
SIDEWALK
LIT JOINTITYNTtTY ION
P!
sJj-NON•WALKSURFACE CONCRETE DEPTH
\ _ - :1F••_ RAW I FLARES 6-
SIDE'.WALK­ - _ -T I -EXPANSION LANDING 4'
JOINT (TYPI
F• . IT CONCRETE CLG$
DETECTABLE WARNING CITY OF RALEIGH
suRFArE STANDARD DETAIL
G ITYPi -- - _ - y(Wg . t/p: RIrN NOrT75g4'.E
A' µIN. -
TYPE R-2B JOINT {TYPI _ SIDEWALK CURB RAMPS
(RETR❑FfTI
r.G CURB AND GUTTER- NOWWALK SURFACE
T-z0.o1.s
NOTE SEE STANDARD DETAIL T-20 05 FOR
PAVEMENT MARKING PLACEMENT
>aoElvnL+ ;Ljy
STpp1LAR
s1DEwr,LK
DETAIL SHOWING TYPICAL LOCATION
OF SIDEWALK ACCESS RAMPS. PE DE$TR IAN
CROSSWALKS AND STOP BARS,
I fi
S?OPBAR
-❑HA'.... AREA
PED-MINDl::L�
VIVEWALR _
PF1�AI1lG
VAVAJLE
}l
5701 RAR
IpCRWpL1L PFo AW'.
� I
r� =T-HAR
x
- cr:AssmAR>:A ��
SIRE lf,LK r
DETAIL SHOWING TYPICAL LDCAT ION OF SIDEWALK ACCESS RAMPS
PEDESTRIAN CROSSWALKS AND STOP BARS FOR TEE INTERSECTION
} I
y.-ossw nl+L.t
Urrl�svEv u4F¢I A iM•IFUJs
CR HA[4l5 RETI1FiN AT RASP
FOR RAMPS AT ASPHAI T TO ASPHAI T STREET
TYPE DRIVEWAYS OR PRIVATE STREET TIE FN.
Q�UFi+I'lL li
CAMSS D AREA
SNEETIOF8
CITY OF RALEIGH
STANDARD DETAIL
REV1;7IkLS 74TF: V40 rwrro SG4[E
CURB RAMPS
T-20.01.1
sw_a PAYUM(B FOR CURB RAMP
SIDEWALK
SIDEWALK
Irt EXPANSION
JOINT ITYF1
fi"Wr X 1Z'D CONCRETE CURB
6"W X T2'U CONCRETE CURB
I TYP) - -
CONCRETE DEPTH
F
T ZIPI SCE RAMPS 4r
Duke A OUT7ER 1
CURB A GUrFF
�
A MIN LANDI%O b OPEKINI>'u R'
1rY
JOINT TNT TSION
YP}
TYPE R-3
Cl�) 8.53% f 12T) MAX RAMPSLOPE.
(pD. CROSS SLOPE 200%
V CURB RAMr'S REQUIRE A L4'-a'I MINIMUM LANDING
WITH A NA%MULK CROSS SLOPE AND LONGff1JDIKAL
U OPF OF 2Rfl%VA4FRF FEDF%TRIAti PFRFDRM
I UIMMU MANhUVEHS SLOPE I IJRAIN III 411HN.
L� RAMPS ANO DOMES FHkL BE INSTALLED THE SAME
WIDTH AS THE SIDEWALK
1
JOINTA�P1
SIDEWALK
5'W X 12'V CONCRETE Ci•IRS
SUFdVALK
q=1' ITYP1
I'•'W X TOT] CONCRETE C URR
r
l rd' E%P ANSION
.IOWT ITYPI
- -- tot,
70�
DEPRESSED 7.8•-1
CURB & GUTTER
- um
DEl1ECTABLE WARNING- / ��
Y�~-•..:'_ti
4 MIV
SURFACE ITYPI
DEPRESSEO T-$ GVR9 & GUTTER
HEIGHT VARIES, leV05 REVEAL OETERMINED
BY FLARE SLOPES
CONCRETE DEPTH
SIDE RAMPS 3"
TYPE R-A
s7aTB dFY
I-ANDING A CUR. RAMPS IN'
CITY OF RALEIGH
STANDARD DETAIL.
►jEyMSy(�$
Li4!p: Rlrld 40r'TOEgY.E
CURB RAMPS
(RETROFfrI
T-20.01.6
PAY uMfTS FOR CURB RAMP
J 1!SIDN S�N•kn
OINTN7(Tly'Pl
s•wx 1rD {} _
CONCRETE CURB rrF } -
_ CONCRETE DEPTH
R-I, 2 RAMPIFLARE 8'
5' MAX. LANOFNG +"
�•
17 O.ITYP+
� Y
`y E7[�cEE4 7Ye DN ARYL +"Hew
PORTION OF RAMP ORYSS
R-1' Fry") TRANSITION 70 STREET. &'W %8•D 7YP. , . ' -4 - -
1 ^ERR
Z'-uRFACE(TY?j
.ryp) H2•EXPANSION .1WARNING JGNJT fTVP) JOINT (TYPI =
5 _ r;t. • _
TYPE N-1 (CURB TYPES Ii Q J
A
d ,15% { 12! 1 J MAX RAMP SLOPE CROSS SLOPE NOT YO
CRC46'SLOPF_' 2 0CM _ __ _ __ _ - EXCEED 2% ON ANY
21•TYP WIDTH PORTION OF RAMP
✓ j CURB RAMPS RSOUIRE A le'•B•}MINIMUM LANDING 12• MIN WIDTH TRANSITION Tp SIRE
WFTH A 16AxIMUM CRCLS 9Lf-1PE AN7 LC1HGIiUD[NAL� DETECTA9.E WARNING
&LOPE OF s,ulA WHERE PEDESTFyAHS 7ERFORM 51NTFACE ITY✓'1
TURNING M A NEl1VER6. SLOPE TO DAMN TO CURS VIP' EX
AIAS]CIN
0 RAMPS AND DOMES SHALL SE INSTALLER THE JOINT RYPI
SAME WIDTH AS THE SIDEWALK
IF
LENGTH E ALONG 4DNI.TTRVk-1[ED DOMFfE SSP ALL TYPE N-1A (FLARE TYPE)
URB
COVERING THE FULL WIDTH OF THE RATJP NO TE: USE SMAL L FLARES ONLY WHEN A CURS
TYPE U�A�C1T1NG VEHICULAR TURNING
STALK -+ MOVEMENTS.
1R"EXpMsim
_ 'JOINT ITYP).
G - TYPE N-2 (RADIUS)
6"WxIrD - ^ BRR3.. •- a R-1'ITF'PE
CONCRETE CIJR � _ • . _ _
Ut=TECTAIA.E WRRNINL= COAGRETE DEPTH
CURBAGLITTER SURFACE frVP
RAMP! F•I.PIFIE E
IANT1BV13 4•
10 EAPANSiGN � Irr EXPANSION
JO[MTFFYP JOINT jTYP) TYPE N-2 (TEE INTERSECTION)
SIDEWALK
�C ShEET2OF8
I1'mP) CITY OF RALEIGH
�5ua {{LT TWARNfN6 ST.&NDARD DETAIL
' rr RFi160LS a4TE Rrfra rldrnscAf.
CURB RAMPS
8' W X t7O rONCI`= CURB CU4SE GUTTEFf (NEW DEVELOPNIENTO
T-20.01.2
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PROJECT NO- H TG-1 801 0
FILENAME: HTG18010-D1
CHECKED BY: RSS
DRAWN BY: i M S
SCALE: N.T.S.
DATE: 10-16 -18
SHEET N0.
D-1
PRELIMINARY DRAWING e NOT RELEASED FOR CONSTRUCTION
IJ MCADAMS

TYPE µ1 IF1 A SR-1
TREE
NEW STREET TREE (T
EXISTING/PROPOSE[
6" GRANITE CURB
CROn SLOPE NO TO
exCEEa xx GN 4Nr
RURTIGN OF TO STR R
TRANSI DON iCi siREE+
CROSS SLGPENO`T TD
FI(L'.FFlyi. TW AN+
Pukl•al L'F IGIAW •
FRTws,TW.4 To a� T
WAL KftGG wI R VTffRNG13-
wIURFACE IF 1IIa1PIyF
ra eTni V7 Ec
RRN► 91AIR SI()E
WAN
PLANTING OR OTHER haN-
■lALNING$L ftr Ate• IF CA•<TPVFv
IE NOT PROTEGTED
91hEIWJ_
- ` vq= 9"4Y a IFDfCN[.RE7E C11R8 6 a
PARALLEL CURB RAM!"
STiP IF MT -APOUCU
I GREATER TTLAN S 1N LT3lQrNQ.
VTHERWSE PLACE DEiE.CfABLE
V1y� WARNItr, QN THE EW ESURFACE a1E]EYYAI]C i-',YF 1r(t]CFdiE7iETp WItB
�^P GFLLTTHRUUGH �Lq
IT
y1YY4 \ �
r C,T1NriRTFTXYiE3 It
CURS CURB RAMPS AT MEBIA1Y. ONg5
f FtAW
RARE- ✓
_ - IIt_'ECTR3LE WARN INL'---
A-RNUNtI SURFACE SHALL EXTEND
n3% - S1AITE: FULL WIDTH OF SIDEWALK.
w,« UVID 11G OR NALIP
_
LAW
oS:9T.� " �O•grYr
SHEET10F4
CITY OF RALEIGH.
STANDARD DETAIL
REWWAIT3
Rsrt•37.ra N7r.75CALE
DETECTABLE WARNING
SURFACE SURFACEPLACEMENT
T-20.04.1
CONCRETE PAVER:
I PER CITY OF
CASTER PLAN
;ORED CONCRETE
WING (TYP) PER CITY
RALEIGH SPECS:
kPITAL GRID
SBF TREE GRATE
D22 Series
0' -C 1
moo"
�� SCORED CONCRETE PAVING PER CITY OF
RALEIGH SPECS: 'CAPITAL GRID'
CONCRETE PAVING PATERN
N.T.S.
RAMP WIDTH AREA VARIABLE
4' MINIMUM
■
•
•
• e •
• e • ■ a
e • •
a Y ■
:
o• s •
. ■ v v • ■ ■
• a ■ a
. m
�
s e a Ie e• a
•• e s
• • r •
s ■ r ■r• • • •
■ r Y
BASE MAMETER
0 4y R TO COT" R
TOP DNMEIE'R OF NO
LESS TFIAN 5[!%TO
NO MORE THAN IGO%
OF THE SASE
DIAMETER
UcB`Tq MIN
a zr
2• - • _. S7iECAST CLASS •B`
} 1 CONCRETE
1T
DETECTABLE WARNING
DOMES CONCRETE PAVER
4' HWN LANDING
SLOPE i2.--1 MAX fe' MIN.I
114'IFT
}
2' DETECTABLE
DEPRESSED CURE
I WARNING DORIES
STANDARD 2•• 6•
SEE NOTE 41
OURB d OiFiTER
E XPIIN81[]N JOINT f
• •
T- GRCIJT Tq 5E78i gCKa
4• CONCR FOUNSY574PN
FOR WARNING DOMES TO 5E
WITH SAME POUR AS RAMP.
FLARES. ETC.
RAMP SECTION _
WITH DETCTA9LE WARN]NGPAVERS
NOTES.
1. DE tLCTABLE WNW ING DOMES SHALL CUVEH 2'-V LENV T H AN FULL
WIDTH OF THE RAMP FLUOR AS SHOWN ON DETAIL SIZE OF PAVER
SHALL BE V X 1'.
�. THE COLOR FOR THE DETECTABLE WARNING AREA SHALL 13E
YELLOW FOR CONTRAST.
SHEET2 OFd
CITY OF R ,%LEIGH
STANDARD DETAIL
RF!4,TfLVC. ww a'+„s huT.75aff
DETECTABLE WARNING
SURFACE PAVERS
T-20.04.2
RAN
If1
- GRASSED PROPOSED SIDEWALK
UTILITY STR1P (300D P.S.IJ
P' I if4"7FT 114•IFT tl4YFT 11 iL
I I
IF C 5' - - - - - I - - -
_ - -
- Z-g' CURB ��--• COMPACrED TO A DENSITY
AND GUTTEq OF NO LE55 THAN 959E
a o�-, Sill
o� TYPICAL SECTION
� ❑ it
41
IOINr FILLER SIDEWALK SURFACE
25
-� PLAN VIEW TRAN5VERSE EXPANSION JOINT
n
2 `C
NOTES_
O 0
1 TRANSVERSE EXPANSION JOINTS TO BE A MAXIMUM OF 50 FEET
P. ALL CONCRETE TO RE WDO PSI AND FINISHED WITH CORINO COMPOUND.
a
H
3. A B INCH DEPTH IS REOUIRE D AT LOCATIONS OF DRIVEWAY CROSSINGS.
AT STREET INJTERSECTIONS THE LENGTH OF RADIUS CURB RETURNSj.
(ALONG
rr
n
AND IN THE HANDICAP RAMPS.
�
PROPOSED BITUMINOUS
CONCRETE (FOLLOW
CITY OF RALEIGH
SPECIFICATIONS FOR
PAVEMENT THICKNESS)
FULL DEPTH
SAWCUT
EXISTING BITUMINOUS
CONCRETE
EXISTING AGGREGATE
BASE COURSE
EXISTING
SUBBASE
PERFORATED POLYETHYLENE -
UNDERDRAIN WRAP W/ FILTER
FABRIC IF REQUIRED BY
GOVERNING MUNICIPALITY (TIE
TO CLOSEST DOWN STREAM
STORM DRAINAGE STRUCTURE)
CITY OF RALEIGH
STANDARD GRANITE
CURB
6"
1 /2" 1 /2" EXPANSION JOINT
`MATERIAL (TYP.)
/ � SIDEWALK
6"
CLASS "A"
" CONCRETE
BACKING
3,000 PSI CONCRETE
DRY MIX
GRANITE CURB REPLACEMENT
N.T.S.
IA Min LANL•NGI SLOE 1$' IAAx [&A, LRR 1
2•
w
anE-,."Li=
�RESSFDOl1Rs
pnE
- - AWNING F
SEE NOTE P,
EXISTING CQM"RETE 4•Yy
STANDARD'- !Y
'.
[ 71R6 a CiUTrf3i
_SECTION %1-A' OFTECThel.k• WARNPiNG $IJ CE Sv8TEl1
FOuN4AATIlN
WFDI DET ECTAIiLE WARNING PAVERS
Kls'.
.+1
�
• YEA cin.+�+
ix�r uiaAna.s1
•$mmrAaer�mmasmrsa,�®ea��®®asbae
e®e®aaee®®3®e
I. +arlYvrroeerao euveuee�re i+vv w9re qv
oe�mNFFAp mfp oa�aww a4' iqG Ye a wsw�lBRm
a
rsea®AA@0P6 @09NFB@gS S@A@7e3
91t®®®De10®®a€ way®�PHeAe�s�®®oar
#
as mnrmiwowu®a lae4pee rra vlr >snvrnwwev
RIP60 po@WW®6 BaA sa BlBW RA9we 1•PR
Oi;aC ®69fiz&®�®S r6ii6i S'&Bi®SSG S er
@ @Bb2®®JI�eS
� rFl�fa�l9�YI e3 e+e rineaaFAeeF�U+An�sA�
mow, e1Raa Aerwoa®®p,app nag T■sar00paw
Il4'1I1 ,l;rIO
FXPAN" ANCHOR
I •4 •
TILE INSTALLATION
VIEW 9°%SC.Ni
■r
n wL
- ffiT_
R1O TE: ]41 bFG WJer
THIS APPLICATION ONLY TO BE USES
WHEN RE TRO VI MNG EX ISIING S
BARRIER FREE RAMPS
- sECiTON `m•
T•'I.7Cfi SFSTION
SHEETSOF4
CITY OF RALEIGH
NOTES: STANDARD DETAIL
1 DETEG7A81 E WARNNG AGIAFSSFIAU_ l;7IVER Y-<I- LER ,TH AND Fill_L RFVrKm IuTF p.HIg NOT VLE
WILTIH CF IreE HRAIR fLYJON AS'3HUYYk UTI 17tIAIL -
2. THE COLOR r0R THE DETECTABLE WARNING AREA SHALL HE
DETECTABLE WARNING
*R i M FOR CONTRAST SURFACE, SURFACE APPLIED
IRETROFIT ONLY)
T-20.04.3
PLAN VIEW
CONCRETE PATH
0009 P-6.I. I
i 14r
SHOULDER
V0FT 11d•hT
SAW CUT .JOINT SPACING C :0' 0 C.
T'-V
SHOULDER
114'IfT
COMPACTED TO A DENSITY
❑F NO LESS THAN 95%
TYPICAL SECTION
JOINT FILLER PATH SURFACE
TRANSVERSE EXPANSION JOINT
NOTES:
i. TRANSVERSE EXPANSION JOINTS TO BE A MAX MUM OF 5D FEET APART.
2, ALL CONCR EFE TO 13E FINISHED WITH CURING COMPOUND.
.3 A R INCH DEPTH IS RFOUIRFO
4. SAW CUTJOIWS EVERY 10 FEET OR SAME AS WIDTH. WHICHEVER IS LESS_
5, NU UT U I SURFACE CUVENSIPLA I t:WMAN WXLS (,.. YYAILHLINE VALVEC]OVEHS, LTL; SHALL SE LUCAiEU WIIHIN PATH
AND SHAD. BE MINIMUM I FOOT FROM THE EDGE OF PATI-I-
u. ALL PATHS SHALL BE LOCATED MINIMUM 6 FEET FROM THE BACK OF CURB
e PAULII USEFAIH WILIIH 10 HE:OIL It1(MiNEllBY CIIY01' WiALElc:fHBASED SH
ON ROADWAY TYPE. LOCATON AND PEDESTRIAN VOLUMES.
CITY OF RALEIGH
STALSDARD DETAIL
RES'7S±(!S5 r�c."'ON"CRFTF
NOTMVLE
MULTWURPOSE
PATH
T-30.02.2
RAMP SECTION
WITH DETECTABLE WARMING SURFACE
CASTAN-PLACE SYSTEM
SLOPE 12:1 MAX (5'-4" MIN.)
to MIN LANDING}
DEPREssFI1cu�STANDAR
[_,!_:IEL'IAII;
WC,1EENOTE
y
y _ _ _
-• . • •�
FIIPAN4i .10IN7 -
CAS -IN -PEACE
DETECTABLE WARNING SURFACE SYSTEM
NOTES:
1. DETECTABLE •WARNING DOME$ SI LAA_L COVER 2'4r LENGTIi AND FULL
1M111'H CF 11HE RAMP FLUOR AS SKOWN ON DE PAIL
2. THE COLOR FOR THE DEFECTA6IE WARNING AREA SHALL BE
YELLOW tOR CON FROI
GALVANIZED STAKE
REFER TO MANUFACTURER'S
RECOMMENDATION FOR
INSTALLATION ■
CITY OF RALEIGH
STANDARD DETAIL
Rf47a'rfASC'. rmr av Ia NI7Trasy
DETECTABLE WARNING
CAST-IN4'LACE
T-20.04.4
ALUMINUM EDGE RESTRAINT
BRICK OR
CONCRETE PAVER
2 Wg' (54 MM) MIN. THICKNESS
1' TO 1 V2' (25 . 40 MM)
COMPACTED BEDDING SAND
n R■•C1 ••L•. L^p. •ye.� rr
-Fl •aYi� • aY• •r�:
Ew
COMPACTED AGGREGATE BASE
4' (1 DO MM) MIN THICKNESS
COMPACTED SOIL SUBGRADE
CONCRETE CURB
SET 114" (7 MMI) BELOW TOP OF PAVERS
AND CONTROL JOINTS @ 15' (4.58 M) OC
6 r a� ••n, s•a a
or
�v:.Yv ao•a r�c� �.
ed.
SECTION 2
BRICK OR
CONCRETE PAVER
2 318' (60 I■1M1 MON. THICKNESS
°= 1" TO 1 T12" (25. 40 MMy
�e c COMPACTED BEDDING SAND
. q.6
04�
COMPACTED AGGREGATE BASE
4' (100 MM) MIN. THICKNESS
COMPACTED SOIL SUaGRADE
NOTES_
1. BRICK ON CONCRETE PAVERS ALLOWED ONLY UNDER SPECIAL CONDITIONS.
2. THICKNESS OF SASE MAY VARY WRTI SUBGRADB TRAFFIC CONDITIONS.
3. SCATTER SAND OR SCREENINGS OVER COMPLETE WORT{ AND SWEEP INTO CRACKS.
4. CONCRETE. PAVERS SHOULD CONFORM TO REDUfRENIEN TS OF AS TM C-1319.
BRICK. PAVERS SI-10LAD CONFORM TO RERUIRFMFNTS OF A&T M C902-95
5. SEE CITY OF RALEIGH OUDES'ECTION 10-7001 IDj FOR L:UN.7TTILYIS UNDER
WHICH C=oNGRETE 113R" PAVERS ARE ALLOWED,
CITY OF RALEIGH
STANDARD DETAIL
Rf49SriA a ,.F U'wa ADT705,:4LE
CONCRETFJBRICK PAVER
SIDEWA X DETAIL
T-30.03
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PROJECT No. H TG-18010
FILENAME: HTG18010-D1
CHECKED BY: RSS
DRAWN BY: JM S
SCALE: N. T. S.
DATE: 10-16-18
SHEET NO.
D-2
x
PRELIMINARY DRAWING e NOT RELEASED FOR CONSTRUCTION
TI MCADAMS

FilllSt!EF' C ,rr_aD_
-
'C' V N.-: UNDI5TIJRPIFD
':. SOIL
BACKFILL
MINIMUM 51DF
G JF 1/e7 STONE WHENIg' t0.:JF PIPE 60-- CL ARANCF
ROCK DR W-A1 PR 15 } f
F<0IJNTERED
NOT E5:
! H - ! RENCtiFS REQUIRING 5 DPJNC AND BRACING. D1MiNS ONS SHA[ _ BE TAKEN FROM THE
IN50F FACE OFTt1E 5110FING AND DRAGNG,
2. NO KOCF,5 OR LJ0;1LL)l K5 4' OK LARGE K 10 Bt U5tD IN HACKrILL-
3. Al I F3ACKFII I MATERIAI .51IN I LIE 5UCFA51 E NATIVE MATERIAI _
4. MC"LL 5HALL Bt I AmKiA) IN G' Ul -15.
5. ACHIEVE 95% COMPACTION IN 5ACKFII I -
Cif Of R.ALE IGH
DEPARTMENT OF P1J511C IJTII ITIE.S
KFNC,H T50TTOM DIMFN5ICIN5 s SAC:'4Pri I ING
P, 01ARFMFNT5 FOR !?OC711.F_ IRON
pWG- NO. R€VISON5 [ATE REVISIONS DATE
W- 9-3-99 ABB 2-I5_05
RRH 3-31-m J.P.S, O 29-
SAIz I IAFPING VALVE
a -
TOP VIPVV
30DO ?51 50LI1] CONCF•.t'1L 5HALL BE
USED AS POUTING FOR DUCTILE IRON
PIPE.
VALVE
N ANGF
M.J- FITTING
r}
Q •' 9
4
❑ a
'p �'
P •en1
TAPPING 51EEVE
51DE VIEW
NO 1 L5.
1 . CONCRETE 5HA'I NOT CONT,AG-
DOLTS OK ENf75 OF MECI IAN[CAL JOINT
"I IING5-
2. 5EF 5TANUARD REACTION BLOCK
CI I OF P.ALLI6H
TAT31 E5, W- r 0 .AND W- I I FC:R AREA OF
DFrAFTMEN OF "J5LIC UTILJI1-5
CONCKLrt RtOT11RtD.
4" - 24"
5TANDARD TAPPING 5LEEVE AND
VALVE A55EM13LY
7WG.. _
R€V1510N5
[A F REVISIONNS DATE
W-14
I Y. -A.
12-3' 91 R.R.H 3-31 00
p_Jv.C.
9-7-99 1.P_5-
�� ❑ � CA'iT DATE
WATER
�u A�
PLAT. VIEW
Manufacturer
%, MO/DAY/YR
Class 35
50T-1 D I A V1CW
NOTE I "WAT,K LETTERING MUST BE I' RAI5ED (RFCt55fP FLU5H)
5tCT10N VIEW NOTE 2 - VALVE COVER SHALL BE DOMESTICALLY CAST,
NOTF3 - COVER MUST HAVE A MINIMUM WEIGHT OF 25 POUND5-
IiOTt 4 - COVER MU5T Bt CLA55 35 OR GRtATER
MOTE 5 - C OVEK NfUST MEET OR EXCEED AA5HTO 11-20 I -DAD
KEQUIP,EMEN15.
PRDPERTY MINIMUM 36' HOR]ZONTAL CLEARANCE
LINE FROM ANY OBJtCT
FIRE HYDRANT, PUMPE`K NOZZLE TO BE POINTED
TOWARD5 FIRE TRUCK ACCE55.
TRAFFIC FLANGE BETWEEN 2' - G'
ABOVE GRADE
5'DEWALK CURB AND G1JTTtP
PAVE'„1ETJT
j. M
Y
VALV± BOX n' GATE VALVE
CONIC. THRJ5T
COMPALILIJ 9ACt,fILL J LiLOCIi
(TAMPED IN C' I I,-
G• MIN, 3idANCH 1rl-
P.E"TNN RAIIG CLANDV MAIN
1 -3"x -9% 4'T 11C:F: RESTRAINING
GLAND
7 CU- F F. CRI-61-+tO
- 5TONE MIN_
LINDI5TJJR,DED tARTH:
dGTE5--
-'IRE HYDRANT 5YIALL BE A5 MANUFACTURED: MUEIIE:K. WEKtCAN DARLING. F.PN'NED'r- Mw. .
WATER005 CLOY,', EAST JORDAN IRON WORr,5,OR J5 PFPE.
Z. BRAkCH PIPE 5HALL BE DUCTILE IRON AW'NA C 15Q-3G
r n ?'ALIT 5HALL BE ANAVA C500-5G OPEN LEFT
-- -15 AND BOET5 511ALL BE 4' hat DIPPED GALVANIZED
r-.= LLED I N TRUE VERTICAL 1`I5f ION
IC T11E LENGTI+ FROM 111E VALVE To TOE
'AEC11ANK-AL Rf5TKAINING GLAND WFTI I A REBAR CAGE 51 IALL BE
1'. - - -- -- - - - -ROM IWJRANi AND r'DURED IN C0NCP.ETE.
Y -:- -- - -- IN KW (X 11 F-' )r YASFMFN I AD. JAC.-NI I LJ KOW
CITY Of RAL[ IGH
0EPARTMENT OF PI. J51 IC IJTII ITIES
. = RANT AY
5TANDAKD FIKE HYDKANT
INSTALLATION DETAIL
WC:. fti
W- 4-
GAlt) 1AFPIN(;VALVL
v ' ❑. _
,p p •
o o 0
4 p
o a
n -
TOP VIEW
3000 I'51 501I1) CONCiftlL 5HALL BE
USED AS POUTING FOR DUCTILE IRON
PI Pt.
VALVL
N ANGF
r} _
TAPPING 51EEVE
51DE VIEW
NO I t5.
I. CONC RETL 5HAI i NOT COTf+AGT
DOLTS OF, ENf75 OF MECI IANICAL JOINT
1-11 1 I NG5 -
2. 5EF5TAN1JARD REACTION SLOG;.
CI,Y OF FL-"GH
TAT31 E5, W- r 0 .AND W- I I FCR AREA OF
DFFAFTMETF OF �JBLIC UTILJIC5
CONCRtrt RtOT11RtD.
4" - 2.4"
5TANDARD TAPPING 5LEEVE AND
VALVE A55EMSLY
DWG. 'NO-
REV15fON5
[a E I REVISIONS DATE
W 14
Y.C-A-
12 3 51 KKH 3-31 00
p_VI.C.
9-1-99 1.P_5- -1-10
12"w. 1e,
DOGHOU5E
i _
N'OTE5:
1 j KEINFOKCLM ENT: -1 Q o' OCEW
2} CC) NCKOE: 4,DOC) P51 @ 28 QAY5
3) G^ OF #67 STONE 5MALL SE PLACED IN
BOTTOM OF VAULT
4) METER FLANGE 511ALL BE i'LACfD 42
BELOW FINISHED GRADE
TRAFFIC RAID ACCU-55
DOOR WI SLAM LOCK
CA91 III MV
I" MIN:
5• �-nr�
,LZZ4
32
NOZZLE5 W!
1rATICirIAL STAr,<DaR.S
FHREALD5
r - 7-rNh
IJ
NOTES:
I . RALEIGH PUHUC -T1L KANT5 5HALL BE PAINT ED 50LIU RED,
2- KNIGI TTDALE. * ROLE5VILJLff PUBLIC HYDRANTS 5HALL BE PAINTED RED W151LVER OPERATING
N1JT5.
F
S. ZffiULOP PUBLIC RAMS 5HALL BE PAINTED RED ! SILVER BONNETS AND OPERATING
� HYDRANTS w
N LTT5.
4 WAKE FORt51 Atli] GAKNt-K, AND WrNI-)rLL MJbUC AND YRIVAIr- HYDICAN15 10 Lit -
PAIN I ED 5AFE1Y YETI DW 4VrAI VEK CAl'5 AND OPERATING NIJT-j-
b. OetKAIiNG NU 15 ON HYUKAN15 CON NLC: LIJ 10 VUbLIC MAINS LAKGLK IHAN 1 2" 5hALL
SF PAINTFE7 BLACK-
CITY OF FAJ 0611
DEPARTMENT Of PU131 IG 1I11I IT]E5
RAI EI ,I I- C,ARNER, KN10 FTDAI I- ROI E5VII I E,
WAr,L I-ORt5T. WLNDtLL 4 nUILILON
STANDARD FIRI= HYDRANT WITH 5"
5TOR2 PUMPER NOZZLE
pWG. 'NO- R€V1510N5 DATE I REVISIONS I DATE
W-5 ASB 7-2 1-05
1 i DRL 2-1 P-OB
GATE VALvr
_Ff
314" ALL -THREAD STEEL
PLOD IGUT TO LPNGTtt)
-
1 -01 M.J. NIPP1 E. WTrh
GLANDS ,,N'I A .+
SEE W- 10 AND
W- I
VALVE MAY X [DLi'ED
POP, REACT ION
D! RECT I v TOTFf
13LOCKING CONCRETE
AKEA
ROD REQUIREMENT5
3
F•
2
£'
2
$•
4
121
4
i G.1
G
24•
6
30,
8
3G•
a
NOTC5:
I : STEEL KOD5 AND BOLT5 5HALL BE 31¢• HOT DIPPED GALVANIZED.
2- 5FP STANDARD THRU5T BLOCK_ TABLES W 1 ❑ AND W I { +FOR CON CRPT
3_ CONC.RETE 01 IALL I NOT CONTACT T301T`3t OR ENDS OF MECI IANICAI FITTINGS_
9. Ti 15 R.QDIliNG REQUIREMENT 001ff� NOT APPLY TO FIRE I IYURANT5.
q
Al
fiRETER
A55fMULv1
.z.
1
y
d
APPROPRIATE BACK?
PR1rUFNT1D7J A_55EfN16LY
o
,
oG
{AT30VE GROUND ONLY)
H
.•
V^
sL
I
• L
DOMr5TIC LINE
APPROPRIATF FIRE LINE
BACKFLOW PRE- A55EM-
(ABOW- GKOUNU ONLY]
n L FIRE LINE
MAIN I
e IRRIGAAD
e [ION LINE C. IF
F AF'T•I IC:ABI E
MLItK O KtUUCtD PRESURt
A55ETRBLY W A55FMF3LY (ABOVE
GROUND ONLY)
I . 5FRVICF-1AP5 FOR 2" AND 5MALI-FF, POMF-5TIG 5E;,VIGF5 MAY BE BY CARPORATION
COCKS. LARGER 5EKVICE5 WILL REQUIRE A TEE AND GATE VALVE OIL TAPPING 5LEEVE AND
VALVE A55EMBLY AND 90' SEND_
2. DOMF5TIC SERVICE TARS SHALL BE ALLOWED ONLY ON 6' OR LARGER FIRE LINE5 BEFORE
THE 13ACKFLOW A55EMBLY.
5. 0NF DOME5TIG TAP F£!Z FIKE LINE ON 51FXT7 51DE OF BACKFLOW_ . 71KF LINE 5HALL
HAVE A FIRE HYDRANT OR BLOW OFF A55EMBLY AT IT5 END TO FACILITATE FLUSHING WHEN
NEEDED.
5. IRRIGATION METER 5HALL BE LOCATED ON THE 5I[F OF DOMESTIC METER WITH
fNCREA5ING ADDRE55E5.
G. THE 13AMPLOW 5HALL Bt INSTALLED NO MORE THAN 101 FROM THE MFTFK IN A V15113LF
LOCATION.
7. DOME5TIC•ARRIGA7I0N BACKFLOW R15ERISTANDPi"E 5HALL BE OF COPPER OR BRA55.
g, THE RP RELIEF VALVE 5HALL BE A MINIMUM Or 12" ABOVE ANY MATERIAL (MUI'C
INCLUDED) OR GRADE.
9. A 5ERVICE VALVL 15 KEOUtZE6 AFTER IHt MI`iER BUT BEFORE THI` BACKPiAW
A55tM51-Y FOR MAINTENANCE AND REPLACFMENT PURF05E.S.
+0, THE IN5TALLATION MU5T 41-50 MEET ALL CODE RFQUIREMEtJ5 PFKTHETIC PLUMBING
COUL,
-�
1 9J 1 6" OPEf2AT15N NUT
2.!500"
c
2 112" NATIONAL 5TANDARD
OUTLET TI Rf-ADS
C..1-
DIFFAPTMENT QF PI. Jbi 11, IJTII ITIES
HYDRANT OPERATING NUT AND 2
112" OUTLET Tt Kf-AD5
7WG. %0- REVISIONS DATE I RE091ON5 DATE
W- RRH 3.31-00 15 G5
A.5'5 -13-n4 1 1-1-10
.r�P-l..p� •�_C'C? _ �F Frr':� r F a,1E SILLY NUf[' L' 7, 8' C MCRL-- T'XD REOf WLO 0% +Ul
.A•ve5 Nn.r'•rrk�r ccwrerrr er3lxraur
1 I
f. I .A a• � -1 .p
SEE 5T AND AKD IW- f b A' AT 2'
`Ok COVEK DETAILS ? d
-A v
5TANDARD VALVE I -
BOX TOP SECTION 10 I a 2'�
f 6) SLIDE 5ECTION DOMESTIC
CA5TlNG
TINAL PAVEMENT
COUR5E
VALVE DDY +•� -a
•!•!.'q • rQS+Eli 'i'}'. 9•'.1
CONCRETE
PAD
VAr VE
BOk
1J5t 5" 5011. PIPE
FOR EY"E%510N5
TAMPED
�3p-Cf FIl I '.
WATER VALVE
n ❑
TRAIN
5TA5-IN C-I- OR D.I_
PIPE GA51tE1 TAMPED��:
BACKPILL
eL.r
I i.:.V I'!C LA •M4.1'• •1 1tirj i1-,UN
- --sR
5TANDARD VALVE 13OX
/ i3O 110h1 5i C I ION
F
314' STEEL R❑D5 IT YP.] rQ 6t
HAVE
BLOCKEND5 TO
NG ��HOT DIPPED GALVANizED
HAVE BLOCKING `� i�
GATE VALVE
APPf';C7PTRIATE
S Q
NO FLANGE ON HOL115E
5ACKFLDW
PREVEN11011
p l TLy
SIRE, MIN 9" Of= PIP,
IN5113E METER 15OX
DEVICE
GA1 t VALVt
GATE VALVE
C9 ❑
O �n
y <
n
a FLANGED COUPLING
ADAPTER iP NEEDED
a m-
CD
' KK 0 o FL.x FL.x FL.x TEE
tJ y =+j METER AND T,F TO BF
s n a INSTALLED BY CITY
2��
Z Fr3 NOTES:
1) DOMt5TIC MtitR5 ONLY
T 0 2} ALL F17TING5 ARE TO HE MECHANICAL JOINT
k. rn r 3) BRONZE STRAINERS 5+1ALL HAVF NoN•THRFADE1)
� ❑ 7o BOLT HOLE5.
• 'Hr TAT• 10 A, F'L'BLIG WAIN,
}r11Y0 Tt,F F1.5•tT OF: WRY JCR D 7p"j�
nit BPP i Pt)5iraL[ u]CAl10A15 \\
_r+owu_
BRONZE 5TRAINEIR
ALL Bi=LI.. T] I.
901 BEND
5YPA55 TO BE
KQV PR R TEE TO
TEE FROM 5UPPLY
LI NE
SMALL BE 5AMt 51ZF
AS SUPPt Y I-INE
lk
n
rn
ITrz
n
z
TASTER OPENING
4• METER
1 28'
a" METER
39"
6" METER
m".
PLAN V1 EW
❑e INgICRirNf
9IrTi(w P,r Uµ �i
FIX- 0IJr51Rr•-
ew�a5urrr
i �Irr
�I•-
C7
+�L
R-iL'l,u'kx, f R': -'1
I Ir!r-R •U a.y
V-:N
I. ALL ABOVE GROUND ENCLO5UKE PAU5T !LAVE ADEQUATE DRAINAGE (PMCP THE DIAMETER
OF THE 5UP LY FIPF) TO DAYIIGMT ABOVE GRADE
2. RE.GIJCED PR,E5SURE BACKFLCW PRE5EMER5 MAY BE LOCATED IN A BUILDING PROV10ED
THEKE ARP NO OTHER UN?ROTECTED TAPS BETWEEN THE MAIN AND TriE BUILOiNG- DRAINAGE
IN A BUILDING Mt 5f BE TWICE Tilt DIAIVETtit OF THt 5111'PY PIPE,
3. ABOVE GROUND 1N5ULA7ED VAULTS MUST 5E A55E 1 Or.0 APPROVED ABOVE GROUND
ENCL05URE5. 5EF CR055 CONNECTIQN MANUAL FOE=- FNCL05UKE FRgEm PROTECTION .AND
CERTIFICA-TION RFQtiIREMENT5.
+I. RE51DEr4TIAL LAW% IRRIGATION R.F. A55EM13LIE.5 THAT ARE REMOVFD TO PREVENT FREEZING
IN I'Ht WINTtP, MONrH5 MU5F 5E CAPPED OFF AL A80Vf GkALIND A95EM151-IE5, ExCEPr
RESIDENTIAL LAWN IRRIGATION A55EMBLIE5, MUST BE PROTFCTED FROM FRO57,
6. FOR ENCL05UEZE DIAAEN510N5 5FE DETAIL W-34.
7. STEEL RO05 AND 15009 5HALL BF 314' mO' DiPPF13 fvALVAnIX`fI-
6. ALL A55EME$UE5 MUST M ON rHF CURR`NT APPROVAL 1-15T.
co 0
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VL
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M�1
PROJECT N0. H TG-18010
FILENAME: HTG18010-D1
CHECKED BY: RSS
DRAWN BY: iM S
SCALE: N. T. S.
DATE: 10-16 -18
SHEET N0.
D-3
x
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
TI MCADAMS

mW ASMr.ALT 5uRtf'AEE
[k15T' JG FR'dESAEiJT 3 Mih1NnL1�h iiF-rr.1,` "'�i,M€ITT
EXISTING
UNDISTURBED SOIL
COMPAC-ED FII I
IN E" I IFfS _
PIPE
RPPEF, T O 5A
� 5-J
NOTE5,
I - IN NCDOT MAINTTNNED ROADWAYn CN1~ROACHME'7 PAOE MENT PATCH PZEQUIPFMLNT5 511ALL
TAJ,F PRMEDrNCF
2. THI_ PAVI-Mrt-lF CLli 511A1 I 'r3E 17fflNrU DY A 5TRAIG111- fDrf AND CdF WI F11 AN APP ROl"RIATI`
5AWCUT MACH INI=.
3, TI-1E TRENCH 5ULGIRADE NAATMAL SHALL BE BACFFILLED WI TM 5UFFASLE MATERAL AND
COMPACLED TO A DEN51TY OF AT LEAST 95 ;o Of THAT OBTAINED BY COMI ACF(NG A 5AMFLE OF
THE MATERJAL IN ACCORDANCE WITH AA5rlTO T-99 A5 MpDLF1ED BY NCD0 T_
4. THP f1NAL , OF FILL SHALL CON 515- CF ABC MATEFJAL COMPACTED Tp A DEN5FFY EQUAL TO
I CO% Of THAT OBTAINED BY COMPAC`ING A 5.AMPLE OF -HE MATFRIAL IN ACCORDANCE WFTH
AA511TO T_80 A5 MODIFIED BY NCDCr.
5. THE ENTIFt THICKNf55 AND VERTICAL > OGF Of CUT SHALL OF TRCKFD
G- i Hf SAME D1=f-I d OF PAVEMENT VATERIAt WH1Crl EY15T5 5HAl I BE RffIAI5TAI IID. 13UT IN NO
CASE 5Hf1LL THE A51711ALT BE LE55 THAN 3- THICK
7. 1 HE A5PHALT rAVEMENI MATEfRIAL SHALL 13E r.NSHALLED AND COMPACTED -1H0R LXGhLy WI I'l A
5MDOIri GKUM KCJLLfIR TO A0�,IFVl- A 5MO)IN LYVFL FAICh
5. REF€2K TO CITY OF RALEIGH .STANDARD5 FOR. TRENCI;E7 ARID PIPE BEDDING (5-4 4 5-5) FpR.
ADDITIONAL DETAILS.
3. NO HAND PATCHING ALLOWED
I C FAVEMfNT CUT_5 WITHIN NCDC7T +ROW 5rI&L r-CINFCRRJM �0 THE APPP 7VED ON 51 FE
T-N(-.P[]ACi IMFNT FFRAMIT
CITY Of RALFIGM
,ZrAK I MINE L;F I'Ut51 Its LJLII r FiPS
5TANDAKD A5PHALT
PAVEMENT PATCH DLTAIL
DWG- NO. REV15JON5 I DATE I F,LV 51ON5 I OATE
5 3 D-WC. 1 1 -1 -99 A-I3-0. 4-1 9-uii
RRY 3-50-00 LP,5. I0-S-10
I- Tt1E TRACER WIRE SHALL BE CONTINUOUS TO THE GRf.ATE5T EmNT ros51BLC.
WHERE .)O1NT5 ARE NfCE5SITATEU IN THE WlRF-. THE JOINTS SHALL. Of 5FGUREI-Y
EkTEND TRACER WIRE
13ONDEO TOGETHFR MTH AN APRROVED INDU5TRIAL CIkJMF CONNECTOR TO
TO JU5T BELOW
PROVIDE r_FCTRICAL GONITINUITY. GRIM Pc 5HALL BE 51MILAR META4
CLEAN) OUT iLUS
2. THE CLEANIQUT AT THE RIGHT OF WAY AND OR EASEMENT 5HALL SERVE A5 THE TE5T
FORT WITH THE TRACING WIRE 5FcOUGil T UP OUTjIDE THE CLEANOUT A55EMffLY
AND WRAPPED AROUND TIHF 5TACK TWICE AT A T]FPTH OF APPP.Q7 im.ATCI-Y 12'
BELOW GRADE.
3. SPLICED CONNECTION5 SHALL BE ALLOWED OtTWEEN THE VAIN UNETRACER WIRE
AND THE LATFfiAL TRACER WiRP
FIN15Hfr_I
A, FOR NEW SEWER TA1'5 ON CYI5HNG MAIN5 vC11D OF ANY TKACFR WIRE. f'ROV10E AN
ANODE FOR THE TRACING WIRE Tr NAllON AT THE f OINT Of THE NEW TAP ON -It
Em5TING 5EWER VAIN.
4 -a
LS
LO
p
PAVEMENT CURD
i-OOF TRACER WIRE '
TWICE AROUND
CLEANOLTI ASSEMBLY
MAIN TRACER WIRE
FC]R NEW MAIN
"" 5TING
"Al N
TRACER WIRE•NC- 2
GAUGF 5000 COPPFK
rJ &Ikf WIRE
IN
ct
RN15"ED GRADE
=IP1�'• UNDI51UR15tD 501L
5 C
r
NITIA
MINIMUM SIDE
e #67 51-0":E C' D OF Pl'F r CLLARANCL
WHEN R<C'Cti 15
ENC2L)N1TfRfD I O.D. OFF 1 " ��MAx1MlJlv1 51DE
rL�ARANCF
NOTES-:
. TRENCHES REQUIRING 500RINlG AND BRACING, DIMEN51ONY5 SHALL BE TAKEN FROM THE IN51DE
FACE OF THE SHORING AND 5RAONG.
2. NO ROC1L5 CK BOULDFR5 4" OR LARUR 10 BE 05f0 IN INITIAL 6ACICFILL.
3. ALL BACKFILL MATERIAL SHALL BF 5UITABLE N A7 IVP 'e.� LTF.IAL.
4 DACY71LL 5HALI SE TAMPED IN G' LIFT5 IN TPA-- ,- = 7 -- : 2' IN NON -TRAFFIC ARfArx
5. ACHifVr W% COME AC:I ION IN NON -I RAVHC: Ai: ' _ ,D% COMPACI ION IN I KArHG ARf-A5
6, IF IN EASEMENT 4" TOP50II , AND 17" Cl CAN 50 F'_- _ =.Y BE P.EOUIKED-
7. NO 13❑ULDFR5 5" IN DIAMETER, OR GCATE--. ALL - .AL 13A1-r-FILL.
CITE OF RALEIGY
DEPARTMENT OF PL1fil IC I1TII FTIE5
TRENCIH BOTTOM 01MENS,10N5 t DAGKf1LLING
RfGU RFMFNTS FOR DIX.7f1.E IFON
DWC:. NQ- REVISfONS I DATE I REVISIONS DATE
D.W.C. 9-3-99
5 4 FRh 3-30-QO
�.An1 IKUN UK bT',LTWIL
CJ.PAN Qil PI JC,
• - . - - '. .-. •� SEWER
LATfRA1
NFW 5ERvICE ON Ek15TING MAIN-
—rROvivE MAGNE5rUN ANODE (! LB MIN) REQUIRED
WHEW£ NO TRACER WIRE 15 INSTALLED ON 5EWrR MAIN
PAVEMENT OPTION
4' DIAMETER GDNGRFTE
COLLAR G^ TMICK
PLA50C GREEN MANHOLE
MARKEF,-LAP> IEP -
MANHOLE, 5EE NO
TEST 5TATION OR TEST FORT-
.SFANDARD H2O TRAFFIC LOAD RAT1=D
I'ALVE BOX WI -1-1 LID LA3nffD 75' AND
PAIN�E]D GREEN_ FLACED ABOVE
LOOP 3 -T IMIN; DO'WN5TREAM 5F_WtK
or WIRE INTO
TEST 5TATIONi --
1 ,
57ANPARD
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15lM3LAR METAU-'tip1 2' MLT O
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MANWHiF AND 571IC_F
O ER %1WE FOR SADDLE
ODEMSLNFR-
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L-----------------J SEWER J
NOTE5- MAIN
THE TRACER WIRE SHALL BE CONTINJOJ5 TO THE GREATFE5T E.KTENT 1,055151E. FOR GRAvrrY MAI N
AND OR LATERAL IN5TALLATION5 LE55 THAN 8 F`, THE TRACING WIFE SHALL BE A�TACHED TO THE
Ps-r TPACFR WIFE 5HAii- BF LAID FLAT ANIq 5YCURELY AFFP(ELT TO TirlF "IFf AT I D Foor INF.RvALS.
Fr--' ^r MAIN AND OR LATERAL 1N5"ALLATION ❑EEF'ERTHAN 5 17, THE TRACING WIRE SHALL HE
1p1 AT A UEF`F++ OF 7-S FF. THE WIRE SHALL BE MO"EGrED FROM UAMAGE JURiNG THE
Fr.= N OF T}iF 1V()Kn- NO BREAIC5 OF CIJT 5 IN THE TKAC.FK WfKF SHAI 1 13F PFKMrTFD
VS- _ATERAL TAf'5 ARE MADE 15Y 5rPVICl! SADDLES- 111E TRACE♦'7, WIRE 511ALL NOT BE ALLOWED
FC _ = LACED tltf JVEEN FHE 5AUULt ANli MAIN.
N.A,- ITARKE�. SHALL DE PLACED ADJAGENT'TO MAN HOLE5 AT THFI DISCRE"rION QF OWN ER. OR
OWNER' Rr] VE51_NFAFIVE.
•�EF'r,cr IA7ERAL MATI<RIAL A5 RLOUIRED
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WHEN 5EV&K CLEAN OUT 15 1N
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150Y (OK MINI.MANHCLP] WF r1 COVEK
LABELED "51EWFR'.
THE FULL LENGTH OF THE SFRVICE DITCH 5HALL ,
5f COMPACTED IN 6' LIFTS WITH MECHANICAL TA P
ALL TAPS WILL BE MADE U51NG MECHANICAL TAPPING
r MACHINE. FOR PVC IN5TALLATION5, 5ADOLE AND BEND
IQ MU5T SE 5EDD:D IN #G7 STONE. E FL)DdNG AND HAU-%GHiNG
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A
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RPOUIRf A P1.UM[31NG
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PVC PIPE
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BARREL OF PIPD E BE DID .O' f-EN51❑N
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PROJECT No. H TG-18010
ETLENAME: HTG18010-D1
CHECKED BY: RSS
DRAWN BY: JM S
SCALE: N.T.S.
DATE: 10-16-18
SHEET N0.
D-4
x
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TI MCADAMS

f2) DROP MRNPLE1
N8' i, 9nn4
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USE EAST JORDAN
IRON WORKS, INC.
V-4096.2
OR APPROVED EQUAL ya"
room,
P
v 0
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TOP OF [:UI+S NOTES'
1, THE SLOPE OF THE GUTTER TO
THE CATCH BASIN ON THE UPHILL
• ■
I�
IN
«sr�
rrrrls
rr�
lao�l
A
SIDE SHALL BEGIN I0FROM THE
THE CATCH BASIN. THE SLOPE OF
THE GUTTER TC THE CATCH BASIN
ON THE DOWNHILL SIDE,
SMALL BEGIN 1Tr FROM
THE CATCH BASIN.
2. STEPS SHALL BEINSTALLEDIN
ALL CATCH BASINS OVER 3' IN DEPTH,
DEPTH SHALL BE MEASURED FROM THE
TOP OF CURB TO THE JNVE FIT
OF THE CATCH 3ABIN.
& SOU13 OONCRETE BRICKS MAY BE
USED IN 4X02 OR 4XSX19 SIZES,
4- NCDOT APPROVED PRECAST
CONCRETE BOXES ACCEPTABLE
USING STANDARD T CASTINGS-
5. DOMESTIC CASTING REOUIRED WITHIN
SIRLE P RIGHT OF WAY-
S 1" MAXIMUM EXTENSION OF PIPE
INTD THE STORM BI77(
/
- • -_ E'UPT812113EEP
a • B �` 12 ovtH 12 nE�
fie, n6r
STANDARD C.B. STEP
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STANDARD D£T•U1.
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`3000 PSI CONCRETE T OM CATCH
BASIN
sw-10.01
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IkAl96llf �\ {RAI8604
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WITH LOCK WASHERS
BACK SIDE OF ASSEMBLY
NOTE
USE GRADE B BOLTS ONLY FOR
BOLTING TWETHER
NO.d REAAR Y O.0
PLACEO 3' FROM
GROUT FRAME L=F, ALL SIDES.
TO 'LAB TOP '
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PLACED 31 MOM
EDGE. ALL SIDES
CITY OF RALEIGH
STANDARD DETAIL
REVfw+ONS 7,7E-0•rHa NOTR15 u
STANDARD
J IINCTTON BOX
SW-10.04
sY s4Y Z y '
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OR APPROVED EQUAL 14.-j
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TYPICAL MH FOR STORM SEWER
PIPE SIZE
MH DIAMETER
12-24'
4'-O"
30.42'
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DETAIL OF
pbl PLATES
Rtl I Cir L/ATFQfAI
NOTES_
1 DEPTH MEASURED FROM TOP OF
CASTING TO INVERT OF MANHOLE
2. PRECAST MANHOLE COMPONENTS SHALL
MEET ASTNI-C-478 REQUIREMENTS,
3 SEE STANDARD SW-10 10 FOR MANHOLE
COVER DETAIL.
A 4.. 00MESTIC CASTINGS REOU19ED
WITHIN STREET RIGHT-OF-WAY.
CITY OF RALEIGH
STANDARD DETAIL
REMKM
l STANDARD CLASS "A'
MANHOLE
sw-10.0s
10 GSTAINLESS STEEL DROP HANDLES
pal
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pat
Cal
NOTES:
PAINT WITH RUST INH18ITING BLACK PAINT_
MATERNAL LIST FOR ONE UNIT - MAKE f 1 UNITS
1
Cl5 X 3&9# CHANNEL 82 112"
MK-wl
4
118-X VRP, FLAT BAR -3-
MK. I
2
3Wx3"H.R.FLAT BAR 10"
MK"phl
2
112" STAINLESS STEEL ROUND ROD 15"
4
S
112" STAINLESS STEEL HEX NUTS
112" STAINLESS STEEL FLAT WASI IERS
CITY OF RALEIGH
STAN.Dio D DE feUL
RF111SKJILS 7+'F OrHa nwriasG+[E
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STEEL TOP
SW-10.07
A
W4• HOLES FOR
HANDLES
E DETAIL-
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PLAN OF COVER B
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A J_
STANDARD D£T•AIL
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CATCH BASIN
END ELEVATION CASTINGS
sw-10.06.1
I '
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COVER 120 LBS. MINIMUM
25 TAIV
I y"
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BUTYL-NEK OR
APPROVED SEALANT 7 Ur �•
BETWEEN FRAME
AND COVER
33114,
r
Sf8•K3" LAGSHIELO IN HOLE
DRILLED INTO CONE OR
RING WITH ANCHOR SUNK TO
NOTES:
DESIGN DEPT}l, AND 518 Y,3'
1, ALL MANHOLE FRAMES SHALL BE DOMESTICALLY CAST-
HOT DIPPED GALVANIZED
LAG BOLT AND WASHER
2. FRAME SHALL BE A L9I NIMUh1 WE lr FHT OF 1{2 LB ; WFTI41M
PUBLIC kOW AND IWJ LBS. LNI IMIN EASEMENTS-
3. COVCR SHALL WEI CFI A MINIMUM OF T20 �-BS_
4- ALL MANHOLE FRAMES OUTSIDE OF PAVED SUfiFACE SHALL BE
CITY OF RALEIGH
R31.717.0 TO THE CON SFCTION OR RING WITH A MINIMUM
STANDARD D£TeUL
OF 4 BOLTS PER FH-UWE
RPWSK*a IXTrme WFAISC&E
STANDARD STORM
MANHOLE COVER
sw-10.10
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FIIENAm: HTG18010—D1
CHECKED BY: RSS
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scALE: N . T. S.
DATE: 10-16 —18
SHEET N0.
D-5
x
PRELIMINARY DRAWING e NOT RELEASED FOR CONSTRUCTION
TI MCADAMS

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?iSERS ARE NEEr7EO FOR oASPi3 CVER aT DUE TO S14IPPINGRE£TRC"1D4S.
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4 - DI.VENSION. ARE IN NCNES ART ci F HFH.=Fro»ra. =L �R -iF nl,cl i>s_IRf m [�n1=Rs
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Section 2722
Engineered Surface Drainage Products
GENERAL
PVC surface dralrlage inlets shall be of the i-it ine drain type as ind-FL:ated on the cOr*act drawing and referenced within JTe contract 3pecifIcations. The ductile hart
grates far each of these ffttings are to be considered an Integral part of the surface drainage inlet and shall be furnished by the same manufacturer The surface
drainage Inlets shall he as manufactured by Nyloptast a III ivisIaiT of Advanced Drainage Systems, Inc., ar prior approved equal
MATERIALS
Tha inline drain required for thrs contract shall be manufactured from PVC pipe stock, utilizing a therrno-mo'din g process to reform the pipe shock to ttTe fuFin ished
configuration. The drainage pipe connection stubs shall be manufactured from PVG pipe stock and formed to provide a watertight connection with the specified
pipe system- This joint tightness shall conform to ASTM 03212 for joints for drain and sewar olaxfic p-pa Using flexible eiastameric seals. The flexible elastomeric
seals shall ccnforrn to ASTM FA77 The pipe bell spIgo, shall be loured �o the inlire drain body by use of a swage mechanical joint The raw material used to
manufacture the pipe stock that is used to manufacture the inline drain body and pipe stubs of the surface drainage inlets shall conform to ASTM Q'784 eel class
12554.
The grates furnished for a surface drainage Inlets shall be ductile iron grates for sizes 8", 10', 12". 15'. 18", 24' and 30" snail be made specifically for each fitting
so as to provide a round bottom flarige that closely matches the diameter of the surface drainage inlet Grates for inline drains shall be capable of supporting H-20
wheel loading for traffic areas or H-13 loading For pedestrian areas_ 12" and 15' square grates will be hinged to the frame using pins. Metal used in the
manufacture of the castings shall conform to ASTM A53G grade 70-50-05 for d jrWe iron. Grates shall be provided painted black
INSTALLATION
The specified PVC surface drainage inlet shall be installed us ng Conventional ftexiole pipe backfill materials and procedures. The backfill material shall be
cn shed stone or other granular material meeting the requirements Df class 1 class 2, or class 3 material as defrned in ASTM 132321- Beddrng and backfil for
surface drainage inlets shall be '.veil pla cad and compacted uniforrr'V In accordance wit+l ASTM ❑2321- The drain basin body will be cut a the time of the final
1 r rode. N❑ or-dc stone er : ancrete block ' II her ulre to set The rate to the Flnai . ride he ht. Far H-20 load ated Installations a concrete nn will be oared
g �'+ � d 9 g 9 1 9 P
under and around the grate and frame. T he concrete slab must he designed taking alto consideration total soil conditions, traffic loading, and other applicable
design factors. For other installation con siceration9 such as migration of fines, grounc water, and soft fou'ndatio93 refer to ASTM D2321 guidel inas
C
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PROJECT No. H TG-18010
FILENAME: HTG18010-D1
CHECKED BY: RSS
DRAWN BY: Tf M S
SCALE: N.T.S.
DATE: 10-16 -18
SHEET N0.
D-6
x
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION
fJ MCADAMS

7 5
I inn Al I nWARI F NFIrNT
40
I\LI VVL I"1V VLVV I\V LL'VI VI'11 \I'1VL VVVI\
LEVEL 02 -09 - TOTAL WALL AREA =
LEVEL 02 -09 - TRANSPARENT AREA =
LEVEL 02 -09 - TRANSPARENCY % _
TRANSPARENCY % REQUIRED =
LEVEL 01 - TOTAL WALL AREA BETWEEN
0 AND 12' ABOVE ADJ. SIDEWALK =
LEVEL 01 - TRANSPARENT AREA =
LEVEL 01 - TRANSPARENCY % =
TRANSPARENCY % REQUIRED =
UDO ALLOWABLE HEIGHT
ENCROACHMENT (UDO 1.5.7.D3 c + g)
Tnr) nr M r\/ATnr) nUr!M0I IAI
LIDO 3.4.2.131 -ACTIVE GROUND
FLOOR THROUGH RETAIL
STOREFRONT AND PROGRAM
HEIGHT / STORY COMPLIANCE - UDO 3.2.6
UDO 3.3.1 - MAX HEIGHT:
7 STORIES ALLOWED
90' MAX HEIGHT ALLOWED
LIDO 3.3.2 - MIN HEIGHT:
2 STORIES MIN ALLOWED
75% MIN STREET FACING FACADE AT MIN HEIGHT
LEVEL P9�
446' - 8"�
LEVEL P8�
436' - 0"
LEVEL P7
425' - 4"
LEVEL P6 � 414'-8"
LEVEL P5 �
404' - 0"
LEVEL P4
393' - 4"
LEVEL P3�
382' - 88"
LEVEL P2
372' - 0"�
LEVEL P1 �
353353' - 6"
NIA
89' - 6 3/16" SHOWN
AWL
Now -
EL
MEN
m
i
-lion
—
-----------------
I
momm�.
I I
I'l
M
i
6VE 1
�11 milli
MIMI
\� UDO 3.4.2.131 -ACTIVE GROUND
FLOOR THROUGH RETAIL
STOREFRONT AND PROGRAM
LEVEL 02 -09 - TOTAL WALL AREA = 1,906 SF
LEVEL 02 -09 - TRANSPARENT AREA = 1,906 SF
LEVEL 02 -09 - TRANSPARENCY % = 100%
TRANSPARENCY % REQUIRED = 20%
LEVEL 01 - TOTAL WALL AREA BETWEEN
0 AND 12' ABOVE ADJ. SIDEWALK =
2,142 SF
LEVEL 01 - TRANSPARENT AREA =
1,831 SF
LEVEL 01 - TRANSPARENCY % =
75%
TRANSPARENCY % REQUIRED =
85%
PARKING GARAGE VEHICULAR ENTRY
PARKING GARAGE ELEVATION - EAST ELEVATION (BOYLAN AVE) PARKING GARAGE ELEVATION - NORTH (HILLSBOROUGH ST)
2 SCALE: 1/16" = V-0" SCALE: 1/16" = V-0"
LEVEL P8.5
87' -10"
LEVEL P7.5
77' - 2"
LEVEL P6.5 AIL
66'-6"
LEVEL P5.5
55'-10"
LEVEL P4.5
45'-2"
LEVEL P3.5
34' - 6"
LEVEL P2.5
23' -10"
_ LEVEL P1.5
360' - 0"
VG. GRADE PLANE j1
357' -1 13/16"
LEVEL P8.5
87' -10"
�j LEVEL P7.5
77'-2-2"
LEVEL P6.5
66'-6-6"
LEVEL P5.5
55' -10"
LEVEL P4.5
45'-2"
LEVEL P3.5
34' - 6"
LEVEL P2.5
23' -10"
� LEVEL P1.5
360' - 0"
HEIGHT / STORY COMPLIANCE - LIDO 3.2.6
UDO 3.3.1 - MAX HEIGHT:
7 STORIES ALLOWED
90' MAX HEIGHT ALLOWED
LIDO 3.3.2 - MIN HEIGHT:
2 STORIES MIN ALLOWED
75% MIN STREET FACING FACADE AT MIN HEIGHT
BLANK WALL AREA COMPLIANCE - UDO 1.5.10:
NO BLANK WALL AREAS THIS ELEVATION
ELECTRICAL TRANSFORMER VAULT
ACCESS ROLL -UP GARAGE DOOR
NIA
89' - 6 3/16" SHOWN
_ LEVEL P9 OIL
446' - 8"
ao
0
_ LEVEL P8
436' - 0"
ao
--
_ LEVEL P7 OgL
425' - 4"
0?
_ LEVEL P6 OIL
414' - 8"
ao
0
LEVEL P5
404' - 0"
00
0
LEVEL P4 OgL
393' - 4"
00
0
_ LEVEL P3
382' - 8"
00
0
_ LEVEL P2
372' - 0"
BO
AVG. GRADE PLANE
357'L-ElVft/' 1'
353' - 6"
Alk. HERITAGE
PRf]FERTiE5,1NC
701 HILLSBOROUGH STREET
Gensler
530 Hillsborough St. Tel [phone]
Raleigh, NC 27603 Fax [phone]
United States
Date
Seal 1 Signature
Description
NOT FOR
CONSTRUCTION
Project Name
701 HILLSBOROUGH STREET
Project Number
90.0279.001
Description
PARKING GARAGE ZONING
ELEVATIONS
Scale
1 /16" = 1'-0"
*FOR REFERENCE ONLY, NON-PUBLIC FACING FACADE NO NK BLANK ALL EA AREAS
*FOR REFERENCE ONLY, NON PUBLIC FACING FACADE NO BLANK WALANK WALL LL RAREAEA S MTHISELEVATONLIANCE - UDO 1.5.10:
NO BLANK WALL AREAS THIS ELEVATION
4 PARKING GARAGE ELEVATION - WEST PARKING GARAGE ELEVATION - SOUTH
SCALE. 1/16 = 1 -0 SCALE. 1/16 = 1 -0
A0m01
© 2015 Gensler

ATTACHMENT B
SITE GRADING PLANS

v
0
a
X
HILLSBOROUGH 630 LLC AYCOCK, MAHLON L WILDER, RYON W N/F N/F
L_ II 630 HILLSBOROUGH STREET I 618 HILLSBOROUGH ST I HSA LIMITED PARTNERSHIP THE BAR STOOL INC
PIN 1703-49-1348 PIN 1703-49-2349 610 HILLSBOROUGH ST 600 HILLSBOROUGH ST
DB 2790, PG 13 PIN 1703-49-3325
DB 4908, PG 342 PIN 1703-49-4345
- - - - - - - o I X DB 16997, PG 1152 EXISTING 0.38 AC. I 0.34 AC. DB 13828, PG 1200
0.30 AC. HIT LSBOROUGH ST.
ZONING: NX-7-UL z o 0.18 AC.
I II ZONING: NX-7-UL L ZONING: NX-7-UL x x
/i // '- ❑E �� - - - I (VARIABLE V ZONING: DX-7-SH
( ABLE WIDTH PUBLIC R/W I 1
Wv
W'WTw W- we wc� I c c c c_ -y -i- - _ -_ 35
w w w G�c --;�__-`_ -___�1 __--
_SS SS EX. RCP 8" SS W W- W!w- w / w- w- r_L cLD � G c c c --- L=== ==�1 __-- - f�---- _ --- -� [�}-� ------
ss EX. I�P 8"3SS T 9 W W w W___
� c c c c " c- T� - - - FO F0FO - -
ss w- I _
OX-7-UL I �- \ w w W w EX. 8w CIP W/w (ASSUMED LOCATION) o =_ - - - - - %- - -
IT � ss _
NX-7-U d ss EX. 8" RCP SS W -
L - 3 3 SS W W w \ wv
SS -SS W W-
/ � \ g _ SS ss SS ss 6 \ \ '"-�W- W__w�
NX-7-UL� 9 �' ss EX. 8" RCP §S W- w
ySS
X 12 UG \ ■� I��
I PRECAST CONCRETE
/ / I _ WALLS TYP. ■�
Q3 _ - 9 �
6 - _ _ _ - - - (DESIGN BY OTHERS) �� T -
i�S
/
LIMITS OF PROPOSED
Fl� # 5 - �\ 4 LD �D - DISTURBANCE - - g
LD
- IE LD LD I
/ T I ` - _ 3n 3n LD LD LD I 6
`� �I I I
Ir--------=__-- - \\ AREA DRAIN---
/ ( III PI I P:353.8 --- --� - - = = - (TYP.)
II I I I I _E353.8- `� Z - ------ \
I _
I-�� 31 I r -I---- i - I-�- _-- - ✓ \�
353.97 � � V 52 90
� I
3
353.30 353.30 >• \
353.97 353.97 353.97 I v Y - - - - - - _ -
I 3 I 1 - 352.97 - -
I /
I I�,p O�-• I �„ FFE- I I 1 20' WAX. � -
33 353.97 I BUILD -TO I ^I \ J 3 I P:352.00
LIMITS OF I I / \ 35.97 I ' / E:351.30
1 I JI DISTU E 352 97
29 O I
FIRE RETAIL 8" Pvc 1 �i I 352.05
'� �I i I I 30'x3O' CORNEE i DTT1fD FFF=1152.97 STORMz�_ I;
^1 I Z
o I I
N/F I 1 J I
FMW AT 701 HILLSB ROUGH LLC R
701 HILLSBO O GH ST ( it
PIN 1703- 0106 ' - - I � I
DB 16937, 2509 Z --+ I ) /
N
BM 1987, 12 1251
0.43 L u N I J
ZONING: X
II
I (� w I 353�97
II II
I
I I I\ 7 I� I I I X o I
I/ \ I � I I I N I
I I 0& �� • C ISTEPI �I
j" - � HANDSf�,ILSH
I (PROP 0SE$ TLTTl7R €--F'RO-J EE &
I I/
REFERENCE ONLY
ASSUMED 100� IMPERVIOUS) I I I I I
\ TRANSACTIONS 573539 11 I II II I �I I 352.8
CASE # SR-100-18 I II I IN �
II
352.8C
\ \ I II I 352.80
\ \ I I II 352.80
I
352.80
- RIM=3-
V
\ I 8"VCP(S)- 46.01 II • I,� I 352.0-
�OSED
352.00\
ip
11
17
II-
i
�I Ip� DUI I I
^ 51.97 -
3
700 WESTNMORGAN LLC I I ICI II I 0I 00 I
PIN 1703-49-0004 a x
DB 11755, PG 933 I II \oo ``' / 9
0.15 AC.
ZONING: NX-7-UL + mil II x l x I I
IIDI�t
III �o �IF-
EX. CB J
TOP=351.99
12"RCP(E)=349.47 I I v /
x
-T----�--- ----� I W
o
\ \ \ EX. C� \ � � �
\ TOP=35Z. 6 \ \ \
\ � 12"RCP(E)=-3W_40 53 \ \
1 W Wv \
NX-7-UL I I II w w w
OX-7-UL - 7SSMH I
/ / RI"�352.57 I ZEE&__VCP(N)=344.38
8'VCP(S)=344.26'
ou
ou I
-----=_--- no no
flo
\1 n0
\ I /
NF
PLANNED PARENTHOOD OF GREATER
RALEIGH INC
100 S BOYLAN AVE
PIN 1703 38 9868
DB 4798, PG 489 I r B
0.47 AC.
ZONING: OX-7-UL
RETAIALL
=IGN�BYV OTHE,�
EX. JB �/ (ASSUMED 18LOCATION)
RIM=352.17 RIM- 50.40 I LIMITS OFF
18"RCPO=349.34 INV IN(N)=346.41 DISTURB NCE
12"RCPAW)=349.46 INV OUT=346.41 / (TYP.)
12"RCf(NW)=359.58Ij
FCO
013
ang
KIM=J4 Jy
EX. SSMH INV I ( )=338.79
RIM/345.38 1 CP(W)=338.79
8"VCP(E)=338.23 I RCP(E)=338.79
- - - SS -EX. 8" DIP SS
SS SS
__
6
p I I EXISTING - - -�
d I W.®���� cT• EX. SSMH /
PPP I I (VARIABLE IJ I ! RIM �43 25- 3#4/
IIII r i I ( BLE WIDTH PUBLIC R/yv) f \ ,8 DIP(E)=333.06
8"DIP(W)=334.74
N/F l / 10"DIP(16"ENCASEMENT)
I il' I I CROCKER
FAMILY
PROPERTIES, LLC I j \ (S)=333.05
MORGAN
11 PIN 1703-48-1885 /
DB 16759, PG 165
0.63 AC.
ZONING: DX-7-UL
15"RCP(S)=337.27 /
EX. JB-1 13
RIM=342.90
15"RCP(N)=336.93
15"RCP(W)=336.93
15"RCP(E)- 36.93
_-- - - - 8" IP
_L _
�A
I 101
344 L I-
I
' STEPS WITH LOT 3 r r -j y�
(TMP) AILS 41,611 SIF
a-
t0.955 AC =_
6 ZONING: DX-12-UG� I r
& DX-12-UL
AREA DRAIN r�
(TYP.)
0' OR 6' BUILDING
SETBACK FROM
J1
8" PVC
STORM
T SERVICE
PRIVATE DRAINAGE
EASEMENT
a
rr4 �
S
" al
I II ACCESSORYSTRUCTUREII SOUTH BUILDING
Ii FFE=346.79
EX. PRIVATE
DRAINAGE EASEMENT
EX. SSMH
RIM=343.38
8"DIP(E)=334 27
PREVIOUSLY APPROVED PROJECT
SEE CITY OF RALEIGH
CASE #SR-45-16
8"DIP(S)=334.27
r
r
- - - -I- -\-/ 0
- - i ram, ---•FPS
as __ �
_ _ EX. /CB-110 - L
T/q=345.37 /
15' RCP(E)=339.17
N a w��w"RCP(W)w 339.07 w /
EX. JB-106
a52RIM=343.07
1i RCP(NE)=3366
°° ^� 15" RCP(E)=336A 6 �I
> w I 15" RCP(W)=336.16
12" PVC(NW)=339.21
18" RCP(S)=336.06
EX. SSMH
SS RIM=342.98
8"DIP(N)=333.68
r - - 8"DIP(W)=3 3.48
as
- - - -SSSSp� SS SS M�� SS
I I I I
N/F
I
RALEIGH HOTEL GROUP, LLC
- -
. _ I- - - -
603 W MORGAN ST
PIN 1703-48-4920
DB 16986, PG 2031
0.23 AC.
ZONING: DX-7-UL
r J/
/
/
/
/
-sow
so
e - - -'
r\ /
SP
SS/ n
GRADING LEGEND
CATCH BASIN
DROP INLET
■
STORM SERVICE INLET
•
STORM SERVICE ROOF -DRAIN
O
JUNCTION BOX
��---
DRAINAGE FLOW ARROW
250.50
250.00
TOP & BOTTOM CURB ELEVATIONS
\TW=223.00
TOP OF WALL ELEVATION
BW=213.00
BOTTOM OF WALL ELEVATION
(NOTE: BOTTOM OF WALL IS GROUND
ELEVATION NOT WALL FOUNDATION)
+ 250.60
SPOT ELEVATION
P-250.00
PROPOSED AVERGAGE GRADE PLANE SPOT
E:248.00
EXISTING AVERGAGE GRADE PLANE SPOT
STORM DRAINAGE
STORM SERVICE LINE
LD LD
LIMITS OF DISTURBANCE
250
MAJOR CONTOUR
252
MINOR CONTOUR
------_ 250
EXISTING MAJOR CONTOUR
------- 252-------
EXISTING MINOR CONTOUR
EASEMENT LINE
SEE SHEET C-2 FOR ALL PROJECT,
SITE, GRADING, STORM DRAINAGE AND
UTILITY NOTES
ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE CURRENT CITY
OF RALEIGH ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
*WARNING* ACTIVE GAS LINES ARE
PRESENT IN THE VICINITY OF THIS
PROJECT. CONTRACTOR TO FIELD
VERIFY AND LOCATE ALL GAS LINES
AND OTHER APPLICABLE SITE UTILITIES
PRIOR TO CONSTRUCTION.
DISTURBED AREA = 2.00 AC.
EX. CB-117
T/C=343.17
INV IN=338.41 (JB-117A)
INV OUT=338.31
JB-117A
RIM=344.90
INV IN=338.80 (JB-117B)
INV OUT=338.70
JB-117B
RIM=349.75
INV IN=339.35 (SWMF)
INV OUT=339.25
SWMF
RIM=349.50
INV OUT=339.50
SWMF
RIM=349.50
INV IN=346.10 (JB-200)
JB-200
RIM=349.50
INV OUT=346.50
GRAPHIC SCALE
20 0 10 20 40
1 inch = 20 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CLIENT
HERITAGE PROPERTIES
501 FAIRMONT AVENUE, SUITE 101
TOWNSON, MARYLAND 21286
PHONE: [phone]
HERITAGE
PROPERTIES, INC
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REVISIONS
NO. DATE
1 XX. XX. XXXX REVISION DESCRIPTION
PLAN INFORMATION
PROJECT NO. HTG-17000
FILENAME HTG17000-G1
CHECKED BY CHT
DRAWN BY CHT
SCALE 1" = 20'
DATE 12. 15. 2018
SHEET
GRADING
PLAN
C-s
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION

N/F
WILLIAMS- CROSS INVESTMENT CO INC _ N/F
1 706 HILLSBOROUGH ST = _ 1 - - I I HILLSBOROUGH 630 LLC
PIN 1703-39-9454 li
DB 1408, PG 569 I I I I 630 HILLSBOROUGH STREET
- - - 0.67 AC. , f PIN 1703-49-1348 152
_ ZONING: OX-7-UL Li
I DB 16997, PG 152
J� 0.30 AC.
�Ir - _ 0e e / - / / - - - '' ZONING: NX-7-UL
_ \
EXISTING \ \ s w �° = s _ EX. GAS LINE-
Tw wss
I w��o o \
®� ® �lJ 'lx �J \ - ss EX. 8" SS \ \ w W- w -o-
(VARIABLE � LIMITS OF ) � so, -Ss � \ 9 Ex. WIDTH PUBLIC DISTURBANCE I s\- ss ss 8" ss w- W
RAW) I TYP. s - ss ss
(TYP.) -$- ss
CITY OF RALEIGH STANDARD / / ss gg SEX. 8" SSA
1 / I
GRANITE CURB ALONG SAWCUT REMOVE AND /. � \
HILLSBOROUGH STREET. / REPLACE AS REQUIRED FOR / I 9 LIMITS A a y' A
!TSS
_ I 9 I DISTURBANCE
IF REUSE OSSIBLEGRANITE CURB / \ UTILITY RUTILITY IEMOVALAPEERECITY PROP. BIKE ��SAWCUT REMOVE AND
CONCRETE / (TYP•) REPLACE AS REQUIRED FOR \
/ OF RALE H STANDARDS RACK (TYP.) / SIDEWALK / \ ROADWAY IMPROVEMENTS
- % I ACCESSIBLE PER CITY OF RALEIGH
I
�4 X6 ADA TREE / � I 9 RAMP -
I STANDARDS
m ATE TYP. 9 6 .... (n
�� ) _L I 4'X6' ADA TREE
. ......... s ...... ` m �� / ...................... LIMITS OF /
.......................... n ATE TYP.
_ s - - _ .......... ....................� I ��."................. "} ... DISTURBANCE /
- ��- - rw .............. ...... m _1..........................
(TYP.I
. ... . .
\ \ ............ 9
� s.
........... ....
PROPOSED
/ACCESSIB E
�&oA0 _ �� 359.10 1 - + ✓ - - - RAMP
360.25 / L A a
DECK I
RETAINING WALL 360.= NTRANCE 358.20 w
I
(DESIGN BY OTHERS) � FFE �� I � � 356.67 / 355.58 I �.".".". ." " 9
NOTE: 360.25 / 20' MAX.
OTHER OPTIONS SUCH AS \ -� / BUILD -TO
GRADING ON ADJACENT
PROPERTY IN LIEU OF WALL
WILL BE EXPLORED AT TIEM OF
FINAL SITE PLAN _ RETAIL 1
I 2,772 SF
I � RETAIL \ /354 `� I � I
I v IROOM �\ F7E=358.20' \�I 1,575 f
FFE=35 .58
35"o RETAIL 2 9
2,407 SF 30'x30'F
RNER J FE= 53.85 353.85 I
10 \ I FFE=356.67' LOT BUITo
11
359.50 2 MOVEABLE PLANTERS
FOR REQUIRED AMENITY = W
I � I 9 L 6 I
I--� 359.50 359.50 7 AREA TREES _ _ / I ACK TYP.) �4 vl
I
FFE=359.50
L
OEWALKNCRETE I I. _
k
353.46
�® II "� III-,
20' MAX.
L � � BUILD -TO i h
PARKING
N/F r y GARAGE RETAIL 4 I I X II I I I
THE JUNIOR LEAGUE OF RALEIGH INC LIMITS OFDISTURBANCE I - \ 258,861 SF 1,718 SF I I I o I I
711 HILLSBOROUGH ST. 1 a I I FFE=353.46 I)
PIN DB 12630, 1703-39-7175
(TYP.) I I � I \ / II I ' 9 EXISTING 1 I r II I I rri
I�
I O R/W
1.16 AC. - I I I 353.19 1 c, m II
ZONING: OX-7-UL m 353.46 I 1
I II
I V ) RO M
353.463.19 II
0' OR 6' BUILDING SETBACK I \ I I '�II ( 353.19
FROM SIDE LOT LINE I I L _� I \
A
II
I I I v v 9', I I
FFE=359.50/ I I I I 1
I� DECK
9�� I
ENTRANCE LIMITS OF ^� I DISTURBANCE
II 12" PVC STORM I JB (TYP.) (TYP.) I I a
I I AREA DRAIN I SLOPE AND 1' MIN I \RESIGN D AT TIME OOF LEADERS\ 15" RCP
) M I I
I I I (TYP.) p 07
MINIMUM COVER 0\ FINAL SITE PLAN SSMH
M=353.
I 3
....
.. /8'VCP(S)=3
I6.01
I
352.75 i..
4'X6' ADA T EE �\
GRATE (TYP.
EX. 1 -STORY
BRICK BUILDING I EX. - _ 12" PVC STORM I I Ir
I 2-STORYFRAME 7 - - rt \ (' SERVICE ® 1 MIN II
BUILDING LIMITS OF I �- - = - - - - - - _ _ , - - SLOPE AND 1' L I
DISTURBANCE _ MINIMUM COVER
EX. 3-STORY 17 s 9
EX. BUILDING OVER (TYP.)I EX. BUILDING OVER BRICK BUILDING I AREA DRAIN
PROPERTY LINE EX. WALL PROPERTY LINE I I I (TYP.) I II 3S� 1
I I �. I II 1\ 1 1 H
0' OR 6' BUILDING SETBACK I EX. WALL I s g I II 1
FROM SIDE LOT LINE I I II
115" RCP
N/F z I II 1 I
SAMIH T& REBECCA A YEHIA RVCBLE I I s V)
TRUST THE YEHIA, SAMIH T TRUSTEE N/F 8 \a
704 W. MORGAN ST. 700 WEST MORGAN LLC IO
PIN 1703-39-9004 PIN 1703-49-0004 I Q 1
DB 11755, PG 933
DB 15062, PC. 676 0.15 AC. 6 �\ 1
ZONING: NX-7-UL � x\ 1 o III I H
ZONING: NX-7-UL I N w ¢ CONVERT EX1
- _ - - I - - EX. SIDEWALK 6 9 TODCORSCB
STD CB I� -
/ h�
� I �
------ \ ---7- �_ I / 15�RCP y
no
\ \ F \ so �° so
EX. CB \ �-
\ \ \ TOP=354.9�
EXISTING \ 12"RCP(E)=3550.40 \ 3 \ \
�nT T w *V
iY . MORGAN S�'. 11 I III w w w 0 w w w-
(VARIABLE WIDTH PUBLIC R W \ I \
EX. SSMH
- / -\-- RIM--352.57 I I1 I I EX. JB
CP(NS'�)=344.38 RIM=352,1/7
(S)=344.26- � 18"RCP(t)=
349.34
T` 8"VCP"RCP _-- 12XW)=349.46 I
-� ou_ 12"RCP(NW)=359.58
ou
Mo no no
no
I EX. SIDEWALK \ 1 - �
I013
�� I� THE COLEMANFGROUP LLC N/F
705 W MORGAN ST I PLANNED PARENTHOOD OF GREATER 1r I► lu ` I
PIN 1703-38-8847 RALEIGH INC y I I
I DB 15399, PG 1 I 100 S BOYLAN AVE II 111 I I
0.29 AC. PIN 1703-38-9868
ZONING: OX-7-UL DB 4798, PG 489
I I ZONING47OXA.
C7-UL III �I u II 12 ) II I I
BLOCK 83 PROJECT
ZONING: DX-12-UG
- - (UNDER SEPARATE COVER
II TRANS# 559068)
(�1
I I
r \ I
I
�l I
JL-----------
1
SAWCUT REMOVE AND
REPLACE AS REQUIRED FOR---- --
UTILITY TIE-INS AND EX
UTILITY REMOVAL PER CITY
OF RALEIGH STANDARDS
EX. CB
T/C=350.68
INV OUT(S)=346.68
CONVERT EX. CB
TO COR STD CB
Mo
so
EX. JB/
(ASSUMED LOCATION)
RIM- 50.40
INV IN(N)=346.41
INV OUT=346.41
_ � no no
N/F
CROCKER FAMILY PROPERTIES, LLC
615 W MORGAN ST
PIN 1703-48-1885
DB 16759, PG 165
0.63 AC.
ZONING: DX-7-UL
GRADING LEGEND
CATCH BASIN
DROP INLET
■
STORM SERVICE INLET
•
STORM SERVICE ROOF -DRAIN
O
JUNCTION BOX
�-�
DRAINAGE FLOW ARROW
250.50
250.00
TOP & BOTTOM CURB ELEVATIONS
\TW=223.00
TOP OF WALL ELEVATION
BW=213.00
BOTTOM OF WALL ELEVATION
(NOTE: BOTTOM OF WALL IS GROUND
ELEVATION NOT WALL FOUNDATION)
+ 250.60
SPOT ELEVATION
STORM DRAINAGE
STORM SERVICE LINE
LD LD
LIMITS OF DISTURBANCE
250
MAJOR CONTOUR
252
MINOR CONTOUR
------- 250-------
EXISTING MAJOR CONTOUR
252____
EXISTING MINOR CONTOUR
- - - -
EASEMENT LINE
SEE SHEET C-2 FOR ALL PROJECT,
SITE, GRADING, STORM DRAINAGE AND
UTILITY NOTES
ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE CURRENT CITY
OF RALEIGH ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS
*WARNING* ACTIVE GAS LINES ARE
PRESENT IN THE VICINITY OF THIS
PROJECT. CONTRACTOR TO FIELD
VERIFY AND LOCATE ALL GAS LINES
AND OTHER APPLICABLE SITE UTILITIES
PRIOR TO CONSTRUCTION.
DISTURBED AREA = 1.00 AC.
GRAPHIC SCALE
20 0 10 20 40
1 inch = 20 ft.
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C�
PROJECT NO. H TG-18010
FILENAME: HTG18010-G1
CHECKED BY: RSS
DRAWN BY: iM S
SCALE: 1 _ 20'
DATE: 10-17-18
SHEET N0.
C-5
x
PRELIMINARY DRAWING - NOT RELEASED FOR, CONSTRUCTION
IJ MCADAMS

ATTACHMENT C
CONSTRUCTION SCHEDULE

_ — —_
____
O Demo Start
O Release Steel Mill Order
O Sitework Start
*Submit Building Permit
— — — — —_ 91FoundaYions-Start----------------------------
*Steel Start
♦ Steel Top Out
*Building Dry -In
♦PerminantPower Available
____________________ *TemCoolinyAvailable _____________
e
- I - *-Office Tower Core & Shell Substantially C
00075
Release Steel Hill Order 0 03/20/19
00035
Submit Building Permit 0 05/01/19
00115
Steel Start 0 08/30/19
00125
Steel Top Out 0 12/18/19
00095
Building Dry -in 0 03/27/20
00085
Perminant Power Available 0 04/02/20
00025
Temp Cooling Available 0 05/15/20
nnn4.1,
Off cp Tower Core & Shell Substant ally n 08/25/20
CD - Demo / Sitework Bid Package
Construction Documents Office Tower
Site Work
00265 CD - Demo / Sitework Bid Package 15 11/02/18 12/20/18
Core & Shell
500% CDs - Core & Shell Office Building
o CD - Foundations / Steel Bid Package
95%
00275
°
00285
CD - Foundations / Steel Bid Package
50
12/05/18
02/12/19
00305
Document oCoreODocument
Estimates / GMP
0 50% CD Level Cost Estimate
0 50% CD VE - Core & Shell Office Building
0set GMP
°
00295
50% CD VE - Core & Shell Office Building
20
01/09/19
02/05/19
90k SF Tenant
CDs - 90k SF Tenant
o Bid 90k SF Tenant
0 Set GMP - 90k SF Tenant
- 90k SF Tenant
50
01 /07/19
03/15/19
k0335CDs
0375 Set GMP - 90k SF Tenant
1 10 04/15/19 04/26/19
Permitting & Approvals Office Tower 1W
o Demo Permit
o Road Closure Permit
o Sitework Permit
0
00365 Demo Permit
10 12/21/18 01/03/19
00345 Sitework Permit
55 12/21/18 03/14/19
Award - Demo
Award - Sitework & Utilities
Award - Survey
O Award - Landscape
0
Bid / Award
00475
Award - Sitework & Utilities 5 02/20/19 02/26/19
00505
Award - Landsca a 1 15 06/03/19 06/21/19
tart date 7 1 18
p Early bar
p Progress bar
critical bar
Summary bar
Start milestone point
Finish milestone point
WHITING -TURNER
Block 83 - PRELIM
Finish date 09t 20
Data date 18
Run date /18
a enum r
rimavera ystems, nc.

Act Description III)
173 02/27/19 1 10/25/19
Q1 Q2 Q3 .. Q1 Q2 Q3 ..
1
_
- - - -
Mobilize / Set uD Site Access Control
Wo Demo Structures
Survev & Control Plan
G SEC / Sediment Basin
_ _ _ _ _ ——ULlity StraeLTie-Ins - mq[aan— -
G Clear & Grub Site
o Rouah Grade Build Buildina Pad - PH 1
Site Electric Rough -In
Install Site Water
0 Install Site Strom
- - - - - - - - - - - - - - - - - -
Install Site Sanitary
n Sand Filter Piping / Sand / Lids
Install Grease TraD
o Utility Tie -Ins - Hillsboroah
- — — — — — to SBLSubaradel Intall 13o&Araund-Bu1ldlnaPad-
8 Grading Building / Site - Phase 2 - Zone A & B
0
Site Work
00855
Demo Structures
20
03/13/19
04/09/1
01685
SEC / Sediment Basin
1 10
04/10/19
04/23/19
Toe-ins01095 Utility Street -
00865
Clear & Grub Site
1 8
04/24/19
05/03/19
01025
Site Electric Rough -In
1 15
05/06/19
05/24/19
00945
Install Site Strom
1 10
05/20/19
05/31/19
00935
Sand Filter Piping / Sand / Lids
1 10
06/03/19
06/14/19
00965
Grading Building / Site - Phase 2 - Zone A & B
1 7
07/26/19
08/05/19
+North Facade
40 04/28/20 06/22/20
+South Facade
o
+East Facade
60 04/29/20 07/21 /20
+West Facade
55 05/13/20 07/28/20
— — — _
_
1
1
_—__
1
Fi Confirm VE / Foundation / Steel Packaae
1 Award - Piles
Award - Cast -In Place Concrete
1 Award - Curtain Wall
— — — i Award --Steel/ Ow.-Matats _ — — — — — — .
1 Award - Metal Panels
o Confirm Construction Documents
1 Award - Masonry
Award - Mechanical
_ _ _ _ _I Award -Plumbing_
Award - Fire Sprinkler
Award - Electrical
Award - Elevator
Award - Waterproofing
— — — —__ GAmtard_RuckHnist__——————
o Award - Framing / Sheathing / Stucco
o Award - Doors / Hardware
o Award - Roofing
01355
Award - Piles
1 5
02/27/19
03/05/19
01395
Award - Curtain Wall
1 5
02/27/19
03/05/19
06445
Award - Metal Panels
1 5
02/27/19
03/05/19
06425
Confirm Construction Documents
1 10
105/01/
01405
Award - Masonry
1 5
05/15/19
05/21/19
01425
Award - Plumbing5
05/15/19
05/21/19
01445
Award - Electrical
1 5
05/15/19
05/21/19
01555
Award - waterproofing
5
05/15/19
05/21/19
01485
Award - Framing / Sheathing / Stucco
1 20
05/15/19
06/11/19
01545
Award - Roofing
20
05/15/19
06/11/19
tart
date 07/01/18
p Early bar
p Progress bar
Critical bar
Summary bar
Start milestone point
Finish milestone point
WHITING -TURNER
Block 83 - PRELIM
Finish date 09/22/20
Data date 11/0 18
Run date 11/29/18
a enum r
nmavera ystems, nc.

+Submittals
o
+Procurement
170 04/10/19 12/03/19
+B 1 M
60 05/22/19 08/13/19
Tower Construction
1
It
+Hoisting
142 1 11/13/19 05/28/20
tructure
—
1
1
1 - _ _
Auaer Cast Test Piles Mobilize
' Auger Test Pile Cure / Testing
Install Piles - Zone C
G Install Piles - Zone B
— — —' Excavate Eoundations =Zone C. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
Chip Piles - Zone C
o Foundations - Zone C
Excavate Foundations - Zone B
Install Piles - Zone A
_ _ _ _ _ _ - - o Elevator / Lateral Frame Pile Caps _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
o Chin Piles- Zone B
0 Foundations / Walls - Zone B
' Excavate Foundations - Zone A
' Chip Piles - Zone A
0 Foundations / Walls - Zone A
Foundations
01785
Auger Test Pile Cure / TestinC,
1 5
05/27/19
05/31/19
03055
Instal I Piles -Zone B
1 10
06/12/19
06/25/19
03135
Chip Piles -Zone C
1 5
06/19/19
06/25/19
03065
Excavate Foundations -Zone B
1 3
06/26/19
06/28/19
03025
Instal I Piles - Zone A
1 7
06/26/19
07/04/19
03155
Elevator / Lateral Frame Pile Caps
1 20
1 06/26ii 91
07/23/19
03085
Foundations /Walls - Zone B
1 12
07/02/19
07/17/19
03045
Chi Piles - Zone A
1 5
07/09/19
07/15/19
03105
1 Foundations / Walls - Zone A
1 10
07/12/19
07/25/19
Ground Floor
—
' Staircase Slab -On -Grade
' Slab -On -Grade - Zone A
' Set Steel Columns / Beams FL2 - Zone A
n Slab -On -Grade - Zone B
Set Steel Columns / Beam FL2 - Zone B
— — — — n — — — — — — — — — — — — — — — — — — — — — — — — — —
' Set Steel Columns / Beams FL2 - Zone C
G Misc Steel Lintels / Brick / Wind / Etc - FL 1
03245 Staircase Slab -On -Grade 1 5 08/23/19 08/29/19
03185 Set Steel Columns / Beams FL2 -Zone A 1 6 08/30/19 09/06/19
03215 Set Steel Columns / Beam FL2 - Zone B 1 6 09/04/19 I 09/11/19
03255 Misc Steel Lintels / Brick / Wind / Etc - FL 1 1 10 09/19/19 10/02/19
+Second Floor
+Third Floor
28 09/23/19 10/30/19
+Fourth Floor
28 10/02/19 11 /08/19
+Fifth Floor
+Sixth Floor
of o
+Seventh Floor
m
28 10/29/19 12/05/19
+Eighth Floor
tart
date 07/01/18
p Early bar
p Progress bar
critical bar
Summary bar
Start milestone point
Finish milestone point
WHITING -TURNER
Block 83 -PRELIM
Finish date 09/22/20
Data date 11/0 18
Run date 11/29/18
enum r
Wa
nmavera ystems, nc.

+Ninth Floor
25 11 /19/19 12/23/19
+Tenth Floor
511101
28 11 /27/19 01 /03/20
+Roof
t=11
+ r Skim
154 1 11/28/19 06/30/20
+Interior
+Elev ators
73 03/04/20 06/12/20
Testing / Closeout
92 05/18/20 09/22/20�
Start date 07/01/18
p Early bar
p progress bar
Critical bar
Summary bar
Start milestone point
Finish milestone point
WHITING -TURNER
Block 83 -PRELIM
Finish date 09 22/20
Data date 11/0 18
Run date 11/29/18
enum r
Wa
rimavera ysI.rn nc.

ATTACHMENT D
DATA SUMMARY TABLES

Table 2
Soil Analysis Summary
Glenwood Two
Raleigh, North Carolina
GTA Project No. 35151659
Page 1 of 4
Sample Identification
Maximum Soil Contaminant
Concentration Levels (MSCCs)
Preliminary Soil Remediation
Goals
Analyte
GTA-01 (28')
GTA-02 (11')
GTA-03 (22')
GTA-04 (19')
GTA-05 (28')
GTA-06 (12')
GTA-07 (12')
GTA-08 (26')
GTA-09 (24')
GTA-10 (21')
Soil -to -Water
Maximum
Contaminant
Concentration (Soil
ug/kg)
Industrial/
Commercial
Soil Cleanup
Levels (ug/kg)
Industrial
Health Based
Protection of
Groundwater
SVOCs
Acenaphthene
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<931
8200
24000000
Acenaphthylene
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
11000
12264000
Acetophenone
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
Anthracene
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
940000
122000000
Benzo(a)anthrancene
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
350
8000
Benzo(a)pyrene
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
96
780
Benzo(b)fluoranthene
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
1200
8000
Benzo(g,h,i)perylene
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
6400000
12264000
Benzo(k)fluoranthene
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
12000
78000
Benzoic Acid
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
120000
1635200000
bis(2-chloroethoxy) methane
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
bis(2-chloroethyl) ether
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
0.16
5200
Bis(2-Ethylhexyl)phthalate
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
6600
410000
Bromophenylphenyl ether, 4-
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
Butyl benzyl phthalate
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
p-Chloro-m-cresol
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
Chloroaniline, 4-
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
Chloronaphthalene, 2-
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
Chlorophenol, 2-
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
Chlorophenyl phenyl ether, 4-
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
Chrysene
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
39000
780000
NA
37000
Dibenz(a,h)anthracene
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
170
780
Dibenzofuran
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
4700
1635000
Dichlorobenzidine, 3,3-
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
510000
510000
Dichlorophenol, 2,4-
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
3.4
1000000
Diethyl phthalate
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
Dimethyl phthalate
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
Dimethylphenol,2,4-
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
640
8176000
3200000
140000
Di-n-butyl phthalate
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
4,6-dinitro-2-,methyl phenol
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
Dinitrophenol, 2,4-
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
320000
320000
Dinitrotoluene, 2,4-
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
1600000
7400
7400
1600000
Dinitrotoluene, 2,6-
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
1500
1500
Di-n-octyl phthalate
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
W -. .J
= W-W W �
a=1 18.0 7 -

Table 2
Soil Analysis Summary
Glenwood Two
Raleigh, North Carolina
GTA Project No. 35151659
Page 2 of 4
Sample Identification
Maximum Soil Contaminant
Concentration Levels (MSCCs)
Preliminary Soil Remediation
Goals
Analyte
GTA-01 (28')
GTA-02 (11')
GTA-03 (22')
GTA-04 (19')
GTA-05 (28')
GTA-06 (12')
GTA-07 (12')
GTA-08 (26')
GTA-09 (24')
GTA-10 (21')
Soil -to -Water
Maximum
Contaminant
Concentration (Soil
ug/kg)
Industrial/
Commercial
Soil Cleanup
Levels (ug/kg)
Industrial
Health Based
Protection of
Groundwater
Fluoranthene
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<931
290000
16400000
Fluorene
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
6000000
16400000
14000000
6000000
Hexachlorobenzene
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
2.6
1400
1400
2.6
Hexachlorobutadiene
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
230
73000
30000
7.8
Hexachlorocyclopentadiene
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
980000
980000
Hexachloroethane
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
58000
58000
Indeno(1,2,3,-cd)pyrene
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
8000
Isophorone
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
210
2400000
2400000
210
Methyl naphthalene, 2-
<101
<184
<117
1830
<87.2
<99.6
<103
<91.1
<920
<93.0
3600
1635000
Naphthalene
<101
<184
<117
531
<87.2
<99.6
<103
<91.1
<920
<93.0
160
8176000
Nitroaniline, 2-
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
1600000
1600000
Nitroaniline, 3-
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
Nitroaniline, 4-
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
120000
120000
Nitrobenzene
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
22000
22000
Nitrophenol, 2-
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
Nitrophenol, 4-
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
N-Nitrosodi-n-propyl amine
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
330
330
N-Nitrosodiphenylamine
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
470000
470000
Pentachlorophenol
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
6.5
48000
4000
Phenanthrene
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
56000
12264000
Phenol
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
170
122600000
50000000
230
Pyrene
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
270000
12264000
Pyridine
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
Trichlorophenol, 2,4,5-
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
Trichlorophenol, 2,4,6-
<101
<184
<117
<90.4
<87.2
<99.6
<103
<91.1
<920
<93.0
10
400000
VOCs
Acetone
11
13.0 24.4 41.7 36.1 11.6 12.6 14.3 11.8 <920 <10.0
24000
360000000
100000000
24000
Benzene
<6.03
<5.64
<5.73
<5.23
<5.67
<5.00
<5.15
<5.05
<5.87
<5.00
350
8000
5100
7.3
Bromochloromethane
<6.03
<5.64
<5.73
<5.23
<5.67
<5.00
<5.15
<5.05
<5.87
<5.00
130000
130000
Bromodichloromethane
<6.03
<5.64
<5.73
<5.23
<5.67
<5.00
<5.15
<5.05
<5.87
<5.00
2.9
1300
1300
2.9
Bromoform
<6.03
<5.64
<5.73
<5.23
<5.67
<5.00
<5.15
<5.05
<5.87
<5.00
26
724000
2900000
19
Bromomethane
<6.03
<5.64
<5.73
<5.23
<5.67
<5.00
<5.15
<5.05
<5.87
<5.00
400
570000
6000
48
Butanone, 2- (MEK)
<6.03
<5.64
<5.73
<5.23
<5.67
<5.00
<5.15
<5.05
<5.87
<5.00
Carbon Disulfide
<6.03
<5.64
17.5
<5.23
<5.67
<5.00
<5.15
<5.05
<5.87
<5.00
4300
40880000
700000
3800
Carbon tetrachloride
<6.03
<5.64
<5.73
<5.23
<5.67
<5.00
<5.15
<5.05
<5.87
<5.00
2.1
2900
2900
2.1
W - . .�
= W-W �
a=1 18.0 -

Table 2
Soil Analysis Summary
Glenwood Two
Raleigh, North Carolina
GTA Project No. 35151659
Page 3 of 4
Sample Identification
Maximum Soil Contaminant
Concentration Levels (MSCCs)
Preliminary Soil Remediation
Goals
Analyte
GTA-01 (28')
GTA-02 (11')
GTA-03 (22')
GTA-04 (19')
GTA-05 (28')
GTA-06 (12')
GTA-07 (12')
GTA-08 (26')
GTA-09 (24')
GTA-10 (21')
Soil -to -Water
Maximum
Contaminant
Concentration (Soil
ug/kg)
Industrial/
Commercial
Soil Cleanup
Levels (ug/kg)
Industrial
Health Based
Protection of
Groundwater
Chlorobenzene
,6.03
<5.64
<5.73
<5.23
<5.67
<5.00
<5.15
<5.05
<5.87
<5.Oc.
440
8176000
260000
430
Chloroethane
<6.03
<5.64
<5.73
<5.23
<5.67
<5.00
<5.15
<5.05
<5.87
<5.00
Chloroform
<6.03
<5.64
<5.73
<5.23
<5.67
<5.00
<5.15
<5.05
<5.87
<5.00
370
180000
1400
340
Chloromethane
<6.03
<5.64
<5.73
<5.23
<5.67
<5.00
<5.15
<5.05
<5.87
<5.00
20
440000
92000
150
cis-1,2-Dichloroethene
<6.03
<5.64
<5.73
<5.23
<5.67
<5.00
<5.15
<5.05
<5.87
<5.00
350
4000000
cis-1,3-Dichloropropene
<6.03
<5.64
<5.73
<5.23
<5.67
<5.00
<5.15
<5.05
<5.87
<5.00
1
57000
1,2-Dibromo-3-chloropropane
<6.03
<5.64
<5.73
<5.23
<5.67
<5.00
<5.15
<5.05
<5.87
<5.00
0.25
64
64
0.25
Dibromochloromethane
<6.03
<5.64
<5.73
<5.23
<5.67
<5.00
<5.15
<5.05
<5.87
<5.00
2.1
68000
3200
1.9
Dibromoethane, 1,2-
<6.03
<5.64
<5.73
<5.23
<5.67
<5.00
<5.15
<5.05
<5.87
<5.00
0.097
160
160
0.097
Dichlorobenzene, 1,2-
<6.03
<5.64
<5.73
<5.23
<5.67
<5.00
<5.15
<5.05
<5.87
<5.00
230
36000000
380000
240
Dichlorobenzene, 1,4-
<6.03
<5.64
<5.73
<5.23
<5.67
<5.00
<5.15
<5.05
<5.87
<5.00
99
1000000
11000
70
Dichlorobenzene,1,3-
<6.03
<5.64
<5.73
<5.23
<5.67
<5.00
<5.15
<5.05
<5.87
<5.00
7600
12000000
NA
2400
Dichlorodifluoromethane
<6.03
<5.64
<5.73
<5.23
<5.67
<5.00
<5.15
<5.05
<5.87
<5.00
210000
81760000
74000
29000
Dichloroethane, 1,1-
<6.03
<5.64
<5.73
<5.23
<5.67
<5.00
<5.15
<5.05
<5.87
<5.00
32
1000000
16000
30
Dichloroethane, 1,2-
<6.03
<5.64
<5.73
<5.23
<5.67
<5.00
<5.15
<5.05
<5.87
<5.00
1.9
63000
2000
2
Dichloroethene, 1,1-
<6.03
<5.64
<5.73
<5.23
<5.67
<5.00
<5.15
<5.05
<5.87
<5.00
350
4000000
Dichloropropane, 1,2-
<6.03
<5.64
<5.73
<5.23
<5.67
<5.00
<5.15
<5.05
<5.87
<5.00
3
92000
4400
3.2
Ethylbenzene
<6.03
<5.64
<5.73
335
<5.67
<5.00
<5.15
<5.05
<5.87
<5.00
4900
40000000
25000
8100
Hexanone, 2-(MBK)
<6.03
<5.64
<5.73
<5.23
<5.67
<5.00
<5.15
<5.05
<5.87
<5.00
100
2000000
260000
170
Isopropylbenzene
<6.03
<5.64
<5.73
102
<5.67
<5.00
<5.15
<5.05
<5.87
<5.00
1700
40880000
m&p-Xylene
<6.03
<5.64
<5.73
294
<5.67
<5.00
<5.15
<5.05
<5.87
<5.00
4-Methyl-2-Pentanone (MIBK)
<6.03
<5.64
<5.73
<5.23
<5.67
<5.00
<5.15
<5.05
<5.87
<5.00
Methylene chloride
<6.03
<5.64
<5.73
<5.23
<5.67
<5.00
<5.15
<5.05
5.87
<5.00
20
763000
6400000
23
Methyl-t-Butyl Ether
<6.03
<5.64
<5.73
<5.23
<5.67
<5.00
<5.15
<5.05
<5.87
<5.00
91
3100000
210000
85
Naphthalene
<6.03
<5.64
<5.73
1070
<5.67
<5.00
<5.15
<5.05
<5.87
<5.00
160
8176000
o-Xylene
<6.03
<5.64
<5.73
155
<5.67
<5.00
<5.15
<5.05
<5.87
<5.00
Styrene
<6.03
<5.64
<5.73
13.4
<5.67
<5.00
<5.15
<5.05
<5.87
<5.00
1500
81760000
Tetrachloroethane, 1,1,2,2-
<6.03
<5.64
<5.73
<5.23
<5.67
<5.00
<5.15
<5.05
<5.87
<5.00
1
20000
Toluene
<6.03
<5.64
<5.73
<5.23
<5.67
<5.00
<5.15
<5.05
<5.87
<5.00
4300
32000000
Total Xylenes
<18.1
<16.9
<17.02
444
<17.0
<15.0
<15.5
<15.1
<17.6
<5.00
4600
81760000
trans-1,2-Dichloroethene
<6.03
<5.64
<5.73
<5.23
<5.67
<5.00
<5.15
<5.05
<5.87
<5.00
540
8200000
trans-1,3-Dichloropropene
<6.03
<5.64
<5.73
<5.23
<5.67
<5.00
<5.15
<5.05
<5.87
<5.00
1
57000
Trichlorobenzene, 1,2,3-
<6.03
<5.64
<5.73
<5.23
<5.67
<5.00
<5.15
<5.05
<5.87
<5.00
Trichlorobenzene, 1,2,4-
<6.03
<5.64
<5.73
<5.23
<5.67
<5.00
<5.15
<5.05
<5.87
<5.00
2600
4088000
Trichloroethane, 1,1,1-
<6.03
<5.64
<5.73
<5.23
<5.67
<5.00
<5.15
<5.05
<5.87
<5.00
1600
810000000
W -. J
rar�.r•�

Table 2
Soil Analysis Summary
Glenwood Two
Raleigh, North Carolina
GTA Project No. 35151659
Page 4 of 4
Maximum Soil Contaminant
Preliminary Soil Remediation
Sample Identification
Concentration Levels (MSCCs)
Goals
Soil -to -Water
Industrial/
Maximum
Commercial
Industrial
Protection of
Analyte
GTA-01 (28')
GTA-02 (11')
GTA-03 (22')
GTA-04 (19')
GTA-05 (28')
GTA-06 (12')
GTA-07 (12')
GTA-08 (26')
GTA-09 (24')
GTA-10 (21')
Contaminant
Soil Cleanup
Health Based
Groundwater
Concentration (Soil
Levels (ug/kg)
ug/kg)
Trichloroethane, 1,1,2-
,6.03
<5.64
<5.73
<5.23
<5.67
<5.00
<5.15
<5.05
<5.87
<5.00
2
100000
Trichlorofluoromethane
<6.03
<5.64
<5.73
<5.23
<5.67
<5.00
<5.15
<5.05
<5.87
<5.00
29000
122640000
Vinyl Chloride
<6.03
<16.9
<5.73
<5.23
<5.67
<5.00
<5.15
<5.05
<5.87
<5.01
0.18
4100
RCRA Metals
m /k m Ika ma/ka ma/kg ma/kg mg/kg mg/kg mg/kg
mg/kg
Arsenic
0.4
0.87
.34
0.5
0.58
1.3
1.7
0.42
1.1
0.58
Barium
110
54
85
31
42
43
52
70
98
80
290
81000
44000
580
Cadmium
0.021
<0.12
0.13
0.033
0.065
0.04
0.046
0.063
0.14
0.07
3.0
200
200
3.0
Chromium (total)
3.1
5.1
37
1.6
4.7
10
12
4.6
3.6
2.8
5.4
1226
6.5
3.8
Chromium (VI)
NA
NA
0.76
NA
NA
0.28
<0.5
NA
NA
NA
5.4
1226
6.5
3.8
Chromium (III)
NA
NA
36
NA
NA
10
12
NA
NA
NA
4200
613200
350000
360000
Lead
3.8
5.9
7.6
3.4
2.5
9.3
10
4.1
6.3
2.9
270
800
800
270
Selenium
0.34
0.25
0.27
0.53
0.87
0.23
0.3
0.57
1.7
0.94
2.1
1200
1200
2.1
Silver
<0.12
<0.12
<0.11
<0.11
<0.11
0.029
<0.12
<0.11
<0.12
<0.11
0.25
2044
1200
3.4
Notes:
Samples collected on November 7-8, 2018
Results in micrograms per kilogram (ug/kg), or parts per billion (ppb) except where indicated.
NA = Not analyzed
NE = North Carolina Department of Environment and Natural Resources (NCDENR) standrd not established
Blank Cell = Not analyzed
Shaded and bold values represent exceedance of MDE RCS and/or ATC
SVOCs = Semivolatile Organic Compounds
VOCs = Volatile Organic Compounds
TPH = Total Petroleum Hydrocarbons
W _ . .�
rar�r•�
a=1 r -

Table 3
Groundwater Analysis Summary
Glenwood Two
Raleigh, North Carolina
GTA Project No. 35151659
Page 1 of 4
Sample Identification
GQS
(pg/L)
Analyte
GTA-01
GTA-03
MW-1
Acetone
<10.0
<10.0
<10.0
6000
Benzene
<1.00
<1.00
<1.00
1
Bromochloromethane
<1.00
<1.00
<1.00
Any
Bromodichloromethane
Bromoform
<0.50
<0.50
<0.50
0.6
4
<1.00
<1.00
<1.00
Bromomethane
<1.00
<1.00
<1.00
10*
Butanone, 2- (MEK)
<10.0
<10.0
<10.0
4000
Carbon Disulfide
<10.0
<10.0
<10.0
700
Carbon tetrachloride
<1.00
<1.00
<1.00
0.3
Chlorobenzene
<1.00
<1.00
<1.00
50
Chloroethane
<1.00
<1.00
<1.00
3000
Chloroform
<0.50
<0.50
<0.50
70
Chloromethane
<1.00
<1.00
<1.00
3
cis-1,2-Dichloroethene
<1.00
<1.00
<1.00
70
cis-1,3-Dichloropropene
<1.00
<1.00
<1.00
0.4
Cyclohexane
x
x
x
Any
Dibromo-3-chloropropane, 1,2-
<4.00
<4.00
<4.00
0.04
Dibromochloromethane
<1.00
<1.00
<1.00
0.4
Dibromoethane, 1,2-
<1.00
<1.00
<1.00
Any
Dichlorobenzene, 1,2-
<1.00
<1.00
<1.00
20
Dichlorobenzene, 1,4-
<1.00
<1.00
<1.00
6
Dichlorodifluoromethane
<1.00
<1.00
<1.00
1000
Dichloroethane, 1,1-
<1.00
<1.00
<1.00
6
Dichloroethane, 1,2-
<1.00
<1.00
<1.00
0.4
Dichloroethene, 1,1-
x
x
x
350
Dichloropropane, 1,2-
<1.00
<1.00
<1.00
0.6
Ethylbenzene
<1.00
74.7
<1.00
600
Hexanone, 2- (MBK)
<5.00
<5.00
<5.00
40*
Isopropylbenzene
<1.00
39.0
<1.00
70
m,p-Xylenes
<2.00
37.0
<2.00
NE
Methyl Acetate
x
x
x
Any
Methyl, 4- Pentanone, 2- (MIBK)
<5.00
<5.00
<5.00
100*

Table 3
Groundwater Analysis Summary
Glenwood Two
Raleigh, North Carolina
GTA Project No. 35151659
Page 2 of 4
Sample Identification
GQS
(pg/L)
Analyte im
GTA-01
GTA-03
MW-1
Methylcyclohexane
x
x
x
Any
Methylene chloride
<4.00
<4.00
<4.00
5
Methyl-t-Butyl Ether
<1.00
<1.00
<1.00
20
Naphthalene
<1.00
110
<1.00
6
o-Xylene
<1.00
<1.00
<1.00
NE
Styrene
<1.00
<1.00
<1.00
70
Tetrachloroethane, 1,1,2,2-
<0.40
<0.40
<0.40
0.2
Tetrachloroethene
<1.00
<1.00
<1.00
0.7
Toluene
<1.00
<1.00
<1.00
600
Total Xylenes
<3.00
37.4
<3.00
500
trans-1,2-Dichloroethene
<1.00
<1.00
<1.00
100
trans-1,3-Dichloropropene
<1.00
<1.00
<1.00
0.4
Trichlorobenzene, 1,2,3-
<1.00
<1.00
<1.00
Any
Trichlorobenzene, 1,2,4-
<1.00
<1.00
<1.00
70
Trichloroethane, 1,1,1-
<1.00
<1.00
<1.00
200
Trichloroethane, 1,1,2-
Trichloroethene
<1.00
<1.00
<1.00
0.6*
3
<1.00
<1.00
<1.00
Trichlorofluoromethane
<1.00
<1.00
<1.00
2000
Tr ichlorotrifluoroethane, 1,1,2-
x
x
x
200000
Vinyl Chloride
SVOCs
Acenaphthene
<0.50
<10.2
<0.50
<10.1
<0.50
<10.3
0.03
80
Acenaphthylene
<10.2
<10.1
<10.3
200
Acetophenone
<20.4
<20.2
<20.6
700*
Anthracene
<10.2
<10.1
<10.3
2000
Atrazine
x
x
x
3
Benzo(a)anthrancene
<10.2
<10.1
<10.3
0.05
Benzo(a)pyrene
<10.2
<10.1
<10.3
0.005
Benzo(b)fluoranthene
<10.2
<10.1
<10.3
0.05
Benzo(g,h,i)perylene
<10.2
<10.1
<10.3
200
Benzo(k)fluoranthene
<10.2
<10.1
<10.3
0.5
Biphenyl (Diphenyl)
x
x
x
Any
Biphenyl, 1,1-
x
x
x
Any

Table 3
Groundwater Analysis Summary
Glenwood Two
Raleigh, North Carolina
GTA Project No. 35151659
Page 3 of 4
Sample Identification
GQS
(pg/L)
L
Analyte
GTA-01
��EL
MW-1
bis(2-chloroethoxy) methane
<10.2
<10.1
<10.3
Any
bis(2-chloroethyl) ether
<10.2
<10.1
<10.3
0.03
bis(2-chloroisopropyl) ether
<10.2
<10.1
<10.3
Any
Bis(2-Ethylhexyl)phthalate
<10.2
<10.1
<10.3
3
Bromophenylphenyl ether, 4-
<10.2
<10.1
<10.3
Any
Butyl benzyl phthalate
<10.2
<10.1
<10.3
1000
Caprolactam
x
x
x
4000
Carbazole
x
x
x
2*
Chloro, 4- methyl phenol-3-
x
x
x
Any
Chloroaniline, 4-
<10.2
<10.1
<10.3
Any
Chloronaphthalene, 2-
<10.2
<10.1
<10.3
Any
Chlorophenol, 2-
<10.2
<10.1
<10.3
Any
Chlorophenyl phenyl ether, 4-
<10.2
<10.1
<10.3
Any
Chrysene
<10.2
<10.1
<10.3
5
Dibenz(a,h)anthracene
<10.2
<10.1
<10.3
0.005
Dibenzofuran
Dichlorobenzidine, 3,3-
<5.10
<5.05
<5.15
28*
<10.2
<10.1
<10.3
Any
Dichlorophenol, 2,4-
<10.2
<10.1
<10.3
0.98*
Diethyl phthalate
<10.2
<10.1
<10.3
6000
Dimethyl phthalate
<10.2
<10.1
<10.3
Any
Dimethylphenol, 2,4-
<0.51
<0.51
<0.52
100
Di-n-butyl phthalate
<10.2
<10.1
<10.3
Any
dinitro, 4,6- methyl phenol,2-
<51.0
<50.5
<51.5
Any
Dinitrophenol, 2,4-
<51.0
<50.5
<51.5
Any
Dinitrotoluene, 2,4-
<10.2
<10.1
<10.3
Any
Dinitrotoluene, 2,6-
<10.2
<10.1
<10.3
Any
Di-n-octyl phthalate
<10.2
<10.1
<10.3
100
Fluoranthene
<10.2
<10.1
<10.3
300
Fluorene
<10.2
<10.1
<10.3
300
Hexachlorobenzene
<1.02
<1.01
<1.03
0.02
Hexachlorobutadiene
<10.2
<10.1
<10.3
0.4
Hexachlorocyclopentadiene
<10.2
<10.1
<10.3
Any
Hexachloroethane
<10.2
<10.1
<10.3
Any
WMm ■. R--&.'M

Table 3
Groundwater Analysis Summary
Glenwood Two
Raleigh, North Carolina
GTA Project No. 35151659
Page 4 of 4
Sample Identification
GQS
(pg/L)
L
Analyte
GTA-01
GTA-03
MW-1
Indeno(1,2,3,-cd)pyrene
<10.2
<10.1
<10.3
0.05
Isophorone
<10.2
<10.1
<10.3
40
Methyl naphthalene, 2-
<10.2
21.0
<10.3
30
Methylphenol, 2-
x
x
x
400*
Methylphenol, 3&4-
x
x
x
440
Naphthalene
<5.10
37.3
<5.15
6
Nitroaniline, 2-
<20.4
<20.2
<20.6
Any
Nitroaniline, 3-
<20.4
<20.2
<20.6
Any
Nitroaniline, 4-
<20.4
<20.2
<20.6
Any
Nitrobenzene
<10.2
<10.1
<10.3
Any
Nitrophenol, 2-
<10.2
<10.1
<10.3
Any
Nitrophenol, 4-
<51.0
<50.5
<51.5
Any
N-Nitrosodi-n-propyl amine
<10.2
<10.1
<10.3
Any
N-Nitrosodiphenylamine
<10.2
<10.1
<10.3
Any
Pentachlorophenol
<20.4
<20.2
<20.6
0.3
Phenanthrene
Phenol
<10.2
<10.1
<10.3
200
<10.2
<10.1
<10.3
30
Pyrene
<10.2
<10.1
<10.3
200
Pyridine
<10.2
<10.1
<10.3
Any
Trichlorophenol, 2,4,5-
<10.2
<10.1
<10.3
63*
Trichlorophenol, 2,4,6-
<10.2
<10.1
<10.3
4*
Notes:
Samples collected November 7-8, 2018
Results in micrograms per liter (pg/L), or parts per billion (ppb)
"<x.xx" = Not detected at or above the indicated laboratory reporting limit
NE = North Carolina Department of the Environment and Natural Resources (NCDENR) standard
not established
Blank Cell = Not analyzed
NCDENR Groundwater Quality Standard (GQS) (15A NCAC 02L .0202)
* = GQS is an interim maximum allowable concentration (IMAC) established under
15A NCAC 02L .0202.
Shaded and bold values represent exceedance of the GQS
SVOCs = Semi -volatile Organic Compounds
VOCs = Volatile Organic Compounds
r ■ .

Table 4 Glenwood Two
Raleigh, North Carolina
Soil Vapor Analysis Summary GTA Project No.35151659
Page 1 of 2
Sample Identification
Sub -Slab
Analyte j1GTA-Sv_1
GTA-SV-2
GTA-SV-3
GTA-SV-4
GTA-SV-6
SVISL
Commercial
VOCs
Acetone
<24
43
26
24
<24
2,700,000
AIIyl chloride
<1.6
<1.6
<1.6
<1.6
<1.6
88
Benzene
0.96
1.6
3.8
<0.80
8.6
1,600
Benzyl chloride
<2.6
<2.6
<2.6
<2.6
<2.6
88
Bromodichloromethane
<3.3
<3.3
<3.3
<3.3
<3.3
330
Bromoethene
<2.2
<2.2
<2.2
<2.2
<2.2
NE
Bromoform
<5.2
<5.2
<5.2
<5.2
<5.2
11,000
Bromomethane
<1.9
<1.9
<1.9
<1.9
<1.9
440
Butadiene, 1,3-
<1.1
<1.1
<1.1
<1.1
<1.1
180
Carbon disulfide
<31
<31
<31
<31
<31
61,000
Carbon tetrachloride
<3.1
<3.1
<3.1
<3.1
<3.1
2,000
Chlorobenzene
<2.3
<2.3
<2.3
<2.3
<2.3
4,400
Chloroethane (Ethyl Chloride)
<1.3
<1.3
<1.3
<1.3
<1.3
880,000
Chloroform
<2.4
<2.4
<2.4
<2.4
<2.4
530
Chloromethane
<1.0
<1.0
<1.0
<1.0
<1.0
7,900
Cyclohexane
<1.7
<1.7
<1.7
<1.7
12
88,000
Dibromochloromethane
<4.3
<4.3
<4.3
<4.3
<4.3
NE
Dibromoethane, 1,2-
<3.8
<3.8
<3.8
<3.8
<3.8
20
Dichlorobenzene, 1,2-
<3.0
<3.0
<3.0
<3.0
<3.0
18,000
Dichlorobenzene, 1,3-
<3.0
<3.0
<3.0
<3.0
<3.0
NE
Dichlorobenzene, 1,4-
<3.0
<3.0
<3.0
<3.0
<3.0
1,100
Dichloroethane, 1,1-
<2.0
<2.0
<2.0
<2.0
<2.0
7,700
Dichloroethane, 1,2-
<2.0
<2.0
<2.0
<2.0
<2.0
470
Dichloroethene, 1,1-
<2.0
<2.0
<2.0
<2.0
<2.0
18,000
Dichloroethene, cis-1,2-
<2.0
<2.0
<2.0
<2.0
5.5
NE
Dichloroethene, trans-1,2-
<2.0
<2.0
<2.0
<2.0
<2.0
NE
Dichloropropane, 1,2-
<4.6
<4.6
<4.6
<4.6
<4.6
350
Dichloropropene, 1,3-
<2.3
<2.3
<2.3
<2.3
<2.3
1,800
Dioxane, 1,4-
<9.0
<9.0
<9.0
<9.0
<9.0
130,000
Ethyl acetate
<1.8
<1.8
<1.8
<1.8
<1.8
6,100
Ethylbenzene
<1.1
<1.1
<1.1
<1.1
3.9
4,900
Ethyltoluene, 4-
<2.5
<2.5
<2.5
<2.5
<2.5
NE
Freon 11 (Trichlorofluoromethane)
<2.8
<2.8
<2.8
2.9
<2.8
NE
Freon 113 (Trichlorotrifluoromethane)
<3.8
<3.8
<3.8
<3.8
<3.8
NE
Freon 114 (1,2-Dichloro-1,1,2,2-tetrafluoroethane)
<3.5
<3.5
<3.5
<3.5
<3.5
NE
Freon 12 (Dichlorodifluoromethane)
<2.5
2.5
<2.5
<2.5
2.6
8,800
Heptane
<2.0
<2.0
<2.0
<2.0
32
35,000
Hexachloro-1,3-butadiene
<5.3
<5.3
<5.3
<5.3
<5.3
560
Hexane
<35
<35
<35
<35
38
61,000
Methyl Butyl Ketone (2-Hexanone)
<5.1
<5.1
<5.1
<5.1
<5.1
2,600
Methyl Ethyl Ketone (2-Butanone)
<3.7
13
13
11
13
440,000
Methyl Isobutyl Ketone
<5.1
<5.1
<5.1
<5.1
<5.1
260,000
Methyl tert-butyl ether
<0.90
<0.90
<0.90
<0.90
<0.90
47,000
Methylene chloride
<36
<35
<35
<35
<35
53,000
Naphthalene
<1.3
<1.3
<1.3
<1.3
<1.3
260
Propylene
<4.3
<4.3
<4.3
<4.3
580
260,000
Styrene
<11
<11
<11
<11
<11
88,000
Tetrachloroethane, 1,1,2,2-
<3.4
<3.4
<3.4
<3.4
<3.4
210
Mi."
61
��

Table 4 Glenwood Two
Raleigh, North Carolina
Soil Vapor Analysis Summary GTA Project No.35151659
Page 2 of 2
Sample Identification
Sub -Slab
GTA-SV-1
GTA-SV-2
GTA-SV-3
GTA-SV-4
GTA-SV-6
SVISL
Commercial
Tetrachloroethylene
<3.4
5.8
87
<3.4
7.5
3,500
Tetrahydrofuran
<1.5
1.8
<1.5
<1.5
<1.5
NE
Toluene
1.2
1.4
1.0
1.3
8.0
440,000
Trichlorobenzene, 1,2,4-
<3.7
<3.7
<3.7
<3.7
<3.7
180
Trichloroethane, 1,1,1-
<2.7
<2.7
<2.7
<2.7
<2.7
440,000
Trichloroethane, 1,1,2-
<2.7
<2.7
<2.7
<2.7
<2.7
180
Trichloroethene
<2.7
<2.7
20
4.2
7.9
180
Trimethyl benzene, 1,2,4-
<2.5
<2.5
3.6
<2.5
<2.5
5,300
Trimethyl benzene, 1,3,5-
<2.5
<2.5
<2.5
<2.5
<2.5
5,300
Trimethylpentane, 2,2,4-
<2.3
<2.3
<2.3
<2.3
70
NE
Vinyl acetate
<1.8
<1.8
<1.8
<1.8
<1.8
18,000
Vinyl bromide
<2.2
<2.2
<2.2
<2.2
<2.2
260
Vinyl chloride
<1.3
<1.3
<1.3
<1.3
<1.3
2,800
Xylene, m&p-
<2.2
<2.2
<2.2
<2.2
2.5
8,800
Xylene, o-
<1.1
<1.1
<1.1
<1.1
1.1
8,800
Notes:
Samples collected on November 7, 8, and 9, 2018
Results expressed in micrograms per cubic meter (Ng/m3)
SVISL = NCDEQ Soil Vapor Intrusion Sreening Levels, dated February 2018
VOCs = Volatile Organic Compounds
NE = No published guidance value
W . "

ATTACHMENT E
SAMPLE LOCATION PLAN

HILLSBOROUGH
STREET
.709
701
_
SBD-9
'�`� �-�� •
J
SBD-10 `
GTA-69SBD-8
SBD-11 SBD-12 SBA-7
MV-1
�•
GTA-SV-5
. "
GTA-08
Ui
Q
7 J
GTA-07
Z
SBD-13
Q
"
GTA-06 ,
0
ETA-10
GTA-05
+
m
r
.'
SBD-5
2
F-
"t SBD-6 SBD-4
0
Approximate Subject
Property Boundaries
r � bay
� _ 4
WEST MORGAN STREET
630
HILLSBORC
623 621
SBD-2 SBD-3 -`
$GTA-04
SBD-1 - �--
�_. - " GTA -.. -SV-2 GTA-SV-1
GTA-SV-3 �
}
GTA-03 t
G_TQ-02
- GTAf1
+jo-r
V-4
L -r
ti s
! r�
— ' AL r � L e 4
a_IFF
. IL+ #�
�.-
Identification and approximate location of soil borings
GTA-01 performed by GTA in November 2018.
Identification and approximate location of soil vapor
GTA- SV-1 samples collected by GTA in November 2018.
& Identification and approximate location of existing
MW-1 monitoring well.
Identification and approximate location shallow soil
SBD-1 delineation borings installed by GTA in November 2018.
0 25 50
Approximate Scale
1 inch = 50 feet