EMP_General Baptist State Convention Property_20211206 sign

Environmental Management Plan
General Baptist State
Convention Property
Brownfields Project No. 24030-20-092
603 S. Wilmington Street,
112 and 114 E. Lenoir Street
Raleigh, North Carolina
H&H Job No. NAP-001
Revised December 2, 2021
hart � hickman
SMARTER ENVIRONMENTAL SOLUTIONS
#C-1269 Engineering
#C-245 Geoloav
2923 South Tryon Street, Suite 100 3921 Sunset Ridge Rd, Suite 301
Charlotte, NC 28203 Raleigh, NC 27607 www.harthickman.com
704.586.0007 main 919.847.4241 main

Completed EMP Template Form
CONTENTS
Tables
Table 1 Summary of Soil Analytical Data
Table 2 Summary of Groundwater Analytical Data
Table 3 Summary of Vapor Intrusion Analytical Data
FiL,rures
Figure 1 Site Location Map
Figure 2 Sample Location Map
Appendices
Appendix A Redevelopment Plans
Appendix B Grading Plan and Cut -Fill Analysis
hart hickman
SMARTER ENVIRONMENTAL SOLUTIONS

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.
The EMP is valid only for the scope of work described herein and must be updated to be
applicable for new phases of redevelopment or after significant changes in applicable
regulatory guidance.
Voluntary Metrics Tab
The NC Brownfields Program updates estimated capital investment (from the Brownfields
Property Application) and estimated jobs created (from the Brownfields Agreement) whenever
possible. As a voluntary measure, you may opt to complete the below information for capital
investment and jobs created as estimated by your final redevelopment plans for the Brownfields
Property:
1. Estimated capital investment in redevelopment project: Click or tap here to enter
text.
2. Estimated jobs created:
a. Construction Jobs: Approximately 200-250
b. Full Time Post -Redevelopment Jobs: Approximately 50-60
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Table of Contents
NORTH CAROLINA BROWNFIELDS PROGRAM ENVIRONMENTAL MANAGEMENT PLAN ........................... 1
GENERAL INFORMATION........................................................................................................................
4
COMMUNICATIONS................................................................................................................................
4
NOTIFICATIONS TO THE BROWNFIELDS PROGRAM...............................................................................
5
REDEVELOPMENT PLANS........................................................................................................................
5
CONTAMINATED MEDIA.........................................................................................................................
7
PART1. Soil.........................................................................................................................................
7
PART 2. GROUNDWATER.................................................................................................................
18
PART 3. SURFACE WATER..................................................................................................................
20
PART 4. SEDIMENT............................................................................................................................
21
PARTS. SOIL VAPOR.........................................................................................................................
21
PART6. SUB -SLAB SOIL VAPOR........................................................................................................
22
PART7. INDOOR AIR.........................................................................................................................
22
VAPOR INTRUSION MITIGATION SYSTEM.............................................................................................
23
CONTINGENCY PLAN — encountering unknown tanks, drums, or other waste materials .....................
24
POST -REDEVELOPMENT REPORTING.....................................................................................................
26
APPROVAL SIGNATURES.......................................................................................................................
28
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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.
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.
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❑ 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.
Date: 12/2/2021
GENERAL INFORMATION
Revision Date (if applicable): :lick or tap to enter a date.
Brownfields Assigned Project Name: General Baptist State Convention Property
Brownfields Project Number: 24030-20-092
Brownfields Property Address: 603 S. Wilmington Street and 112 and 114 E. Lenoir Street, Raleigh,
Wake County, North Carolina
Brownfields Property Area (acres): 0.51 acres
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): Narsi Development Raleigh, LLC
Contact Person: Mr. Deven Patel
Phone Numbers: Office: [phone]
Email: [e-mail]
Contractor for PD: To Be Determined
Contact Person: 'ick or tap here to enter text.
Phone Numbers: Office: Click or tap hereto enter text.
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Mobile: Click or tap here to enter text.
Mobile: Click or tap here to enter text.

Email: Click or tap here to enter text.
Environmental Consultant: Hart & Hickman, PC
Contact Person: Mr. Justin Ballard
Phone Numbers: Office: [phone] Mobile: [phone]
Email: iballardCcDharthickman.com
Brownfields Program Project Manager: Ms. Sharon Eckard
Phone Numbers: Office: [phone] Mobile: [phone]
Email: sharon.eckardCDncdenr.eov
Other DEQ Program Contacts (if applicable, i.e., UST Section, Inactive Hazardous Site Branch,
Hazardous Waste, Solid Waste):
Click or tap here to o +or +o +
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
Zl
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 ❑
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 ❑Institutional ❑Commercial ®Office ❑Retail ❑ Industrial
®Other specify:
The PD plans to develop the Site as a hotel with office space and associated parking.
2) Check the following activities that will be conducted prior to commencing earth -moving activities
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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:
Redevelopment plans for the General Baptist State Convention Brownfields property include
razing the existing Site building and construction of a 12-story hotel totaling approximately
183,000 gross square foot (sq ft), and a parking garage (floors 2 through 5) totaling
approximately 76,000 gross sq ft. Final grade (i.e., ground level) will consist of limited surface
parking and the hotel lobby with amenity and office space. A copy of the current redevelopment
Site plan is included in Appendix A.
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: 1/1/2022
b) Anticipated duration (specify activities during each phase):
Redevelopment activities are expected to take up to approximately 22 months to complete.
c) Additional phases planned? ❑ Yes ® No
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If yes, specify the start date and/or activities if known:
Start Date: Click or tap to enter a date.
Planned Activity:
Click or tap here to enter text.
Start Date: Click or tap to enter a date.
Planned Activity:
Click or tap here 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: To be determined.
CONTAMINATED MEDIA
Please fill out the sections 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) Contaminated Media on the Brownfields Propert
Part 1. Soil: ..............................................................
® Yes
❑ No
❑ Suspected
❑ Unknown
Part 2. Groundwater: ............................................
® Yes
❑ No
❑ Suspected
❑ Unknown
Part 3. Surface Water: ..........................................
❑ Yes
® No
❑ Suspected
❑ Unknown
Part 4. Sediment: ...................................................
❑ Yes
® No
❑ Suspected
❑ Unknown
Part 5. Soil Vapor: ..................................................
® Yes
❑ No
❑ Suspected
❑ Unknown
Part 6. Sub -Slab Soil Vapor: ..................................
❑ Yes
® No
❑ Suspected
❑ Unknown
Part 7. Indoor Air: ...................................................
❑ Yes
❑ No
❑ Suspected
® Unknown
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
1) Known or suspected contaminants in soil (list general groups of contaminants):
Soil sampling has been completed at the Brownfields property as part of assessment activities
documented in Hart & Hickman, P.C.'s (H&H's) Brownfields Assessment Report dated October 15,
2020. A tabular summary of the soil analytical data in comparison to the DEQ's Inactive
Hazardous Sites Branch (IHSB) Preliminary Soil Remediation Goals (PSRGs) is included as Table 1
and soil sample locations are shown in Figure 2.
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Volatile Organic Compounds (VOCs)
Laboratory analytical results indicated low levels of the VOC acetone (up to 0.109 milligrams per
kilogram [mg/kg]) were detected in soil samples SB-1 and SB-2 at concentrations above the
laboratory method detection limits, but well below the Industrial/Commercial PSRG.
Semi -Volatile Organic Compounds (SVOCs)
No SVOCs were detected at concentrations above laboratory method detection limits.
Metals
As expected, naturally occurring levels of several metals were detected at concentrations above
laboratory method detection limits. Of the metals detected, arsenic was detected at a
concentration of 7.61 mg/kg in the soil sample collected from BG-1, which is above the
Industrial/Commercial PSRG but within published background levels for North Carolina soils. No
other metals were detected at concentrations exceeding Industrial/Commercial PSRGs.
2) Depth of known or suspected contaminants (feet):
0 to 2 ft below ground surface (bgs)
3) Area of soil disturbed by redevelopment (square feet):
Based on the grading plan (Appendix B), approximately 30,500 sq ft is expected to be disturbed
during redevelopment activities.
4) Depths of soil to be excavated (feet):
Proposed grading activities are expected to include excavations of up to approximately 13 ft bgs
for installation of municipal water and stormwater management infrastructure. Additional soil
disturbance activities include installation of caisson foundation structures to depths of up to
approximately 50 ft bgs. The final depths of the caissons will be determined in the field during
construction but are generally expected to be installed at the bearing elevations shown on the
Ground Level Foundation Plan included in Appendix A.
5) Estimated volume of soil (cubic yards) to be excavated (attach grading plan):
Up to approximately 700 cubic yards of soil are planned to be excavated and re -used on -Site as
beneficial fill during grading activities.
6) Estimated volume of excavated soil (cubic yards) anticipated to be impacted by contaminants:
Excavation of impacted soil is not anticipated. If impacted soil is encountered, it will be managed
as noted in Part 1.A.
7) Estimated volume of contaminated soil expected to be disposed of offsite, if applicable:
Excavation of impacted soil is not anticipated.
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Part 1.A. MANAGING ONSITE SOIL
If soil is anticipated to be excavated from the Brownfield Property, relocated on the Brownfields
Property, or otherwise disturbed during site grading or other redevelopment activities, please
provide a grading plan that clearly illustrates areas of cut and fill (approximate areas & volumes are
acceptable, if only 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).
Click 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.
❑ 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)
ick or tap h^-^ *o enter text.
® If no, explain rationale:
Soil analytical data does not indicate detections capable of exceeding toxicity
characteristic leaching procedure (TCLP) criteria using the Rule of 20.
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.
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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.
'< or tap here to enter text.
Additional comments:
Click or _ __ — _­_._ ­_.+
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:
uicK or tap nere to enter te;
❑ Manage soil under impervious cap ❑ or clean fill ❑
❑ Describe cap or fill:
uicK or tap nere to enter text.
❑ 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.
❑ Other. Please provide a description of the measure:
lick or tap here to enter text.
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:
The grading contractor will consider conditions such as wind speed, wind direction, and
moisture content of soil during grading and stockpiling (if warranted) activities to minimize
dust generation. In the unlikely event that contaminated soil is encountered during Site
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redevelopment that requires excavation, particular attention will be paid by contractors to
implement dust control measures as needed based on Site and atmospheric conditions (i.e.,
by controlled water application, hydro -seeding, and/or mulch, stone, or plastic cover).
Potentially impacted soil will be managed as described below.
❑ No, explain rationale:
Click or tap here to enter text.
Field Screening of site soil
® Yes, describe the field screening method, frequency of field screening, person conducting
field screening:
During soil disturbance at the Site, the workers or contractors will observe soils for
evidence of potential impacted soil, such as a distinct unnatural color, strong odor, or filled
or previously disposed materials of concerns (i.e., chemicals, tanks, drums, etc.). Should
the above be noted during Site work, the contractor will contact the project environmental
professional to observe the suspect condition. If the project environmental professional
confirms that the material may be impacted, then the procedures below will be
implemented. In addition, the environmental professional will contact the DEQ
Brownfields project manager within 48-hours to advise that person of the condition.
❑ No, explain rationale:
Click or tap here to enter text.
Soil Sample Collection
❑ Yes, describe the sampling method (e.g., in -situ grab, composite, stockpile, etc.):
Click or tap here to enter text.
® No, explain rationale:
Collection of additional soil samples is not anticipated based on results of previous Site
assessment activities. If significant soil impact is encountered during grading and/or
installation or removal of utilities, excavation will proceed only as far as needed to allow
grading and/or construction of the utility to continue and/or only as far as needed to
allow alternate corrective measures described below. Suspect significantly impacted soil
excavated during grading and/or utility line installation or removal may be stockpiled and
covered in a secure area to allow construction to progress. Suspect impacted soil will be
underlain by and covered with minimum 10-mil plastic sheeting. At least one
representative sample of the soil will be collected for analysis of VOCs, SVOCs, and RCRA
metals plus hexavalent chromium at a sample ratio that is not less than 1 sample per
approximately 1,000 cubic yards of impacted soil. If the results of analysis of the sample
indicate that the soil could potentially exceed toxicity characteristic hazardous waste
criteria, then the soil will also be analyzed by TCLP for those compounds that could
exceed the toxicity characteristic hazardous waste criteria. Refer to Part 1.0 and Part 2
for details regarding export soil (if warranted) and groundwater management procedures,
respectively. Impacted soil will be handled in the manner described below based upon
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the laboratory analyses:
If no organic compounds are detected in a sample (other than which are
attributable to sampling or laboratory artifacts [subject to DEQ review and approval]) and
metals are below Residential PSRGs or are consistent with Site -specific and/or published
background ranges for North Carolina soils, then the soil will be deemed suitable for use
as on -Site fill or as off -Site fill. The proposed location(s) for off -Site placement of soil
(other than a permitted facility), other applicable off -Site information (i.e., sampling
results), and the receiving facility's written approval for acceptance of the soil will be
provided to DEQ for approval prior to taking the soil off -Site.
ii. If detectable levels of compounds are found which do not exceed the DEQ IHSB
Industrial/Commercial PSRGs (other than which are attributable to sampling or laboratory
artifacts for which DEQ is the arbiter or which are consistent with Site -specific and/or
published background ranges for metals in North Carolina soils) and the TCLP
concentrations are below hazardous waste criteria, then the soil may be used on -Site as
fill.
iii. If detectable levels of compounds are found which exceed the DEQ IHSB
Industrial/Commercial PSRGs (other than which are attributable to sampling or laboratory
artifacts for which DEQ is the arbiter or which are consistent with Site -specific and/or
published background ranges for metals in North Carolina soils [i.e., soil associated with
arsenic detected in soil sample BG-1]) and the TCLP concentrations are below hazardous
waste criteria, then the soil, with DEQ's prior written approval, may be used on -Site as fill
below an impervious surface, or at least 2 ft of compacted clean soil. If the impacted soil
with concentrations above Industrial/Commercial PSRGs is moved to an on -Site location,
its location and depth will be documented, covered with a geotextile fabric so that its
location can be identified if encountered in the future, and its location will be provided to
DEQ and identified on the Brownfields plat (if not already recorded with the executed
Brownfields Agreement).
iv. Impacted soil may be transported to a permitted facility such as a Subtitle D lined
landfill. Transport to another permitted facility such as an LCID or C&D landfill will require
DEQ's prior written approval and comparison to site -specific concentrations from the
receiving facility. If soil is transported to a permitted facility, the permitted facility's
written approval to dispose of soil from the Site will be included with the final EMP
report. In the unlikely event that the sample data indicates concentrations above TCLP
hazardous waste criteria, then the soil must be transported off -Site to a permitted
disposal facility that can accept or treat hazardous waste.
V. If soil export is necessary, the procedure(s) in Part 1.C. Export Soils will be followed.
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):
EPA Methods 6020/7471
❑ Pesticides: Specify Analytical Method Number(s):
uicK or tap nere to enter text
❑ PCBs: Specify Analytical Method Number(s):
Click or tap here to enter text.
® Other Constituents & Respective Analytical Method(s) (i.e. Hexavalent Chromium,
Herbicides, etc.): Specify Analytical Method Number(s):
Hexavalent Chromium by EPA Method 7199
® 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:
lick or tap here to enter text.
❑ 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):
Click or tap here to enter text
❑ Pesticides: Specify Analytical Method Number(s):
Click or tap here t
❑ PCBs: Specify Analytical Method Number(s):
Click or tap here to enter text
❑ 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, indicate if a work
plan for final grade sampling may be submitted under separate cover.
Click or tap here to enter text.
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© If final grade sampling was NOT selected, please explain rationale:
Based on results of assessment activities completed at the Brownfields property, surficial
soils in future softscape areas (i.e., areas not covered by building foundations, sidewalks,
asphalt or concrete parking areas, driveways, or other impervious surfaces) are not
expected to be impacted. If significant soil impact is encountered during grading and/or
installation or removal of utilities, the DEQ Brownfields Program will be contacted to
discuss potential final grade sampling in the area of impacts. If soil impacts are not
identified during grading and/or excavation activities, final grade sampling will not be
conducted.
Part 1.113. 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?
The need for off -Site import of fill soil is not anticipated at this time; however, should off -Site
import of fill soil be warranted, see No. 7 below for details outlining the proposed plan to
demonstrate import soil meets acceptable standards for the Site.
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.)
^IiA, — 1— horn to o ft t +
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:
Click or tap here to enter text.
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.
The PD plans to import limited amounts of organic rich topsoil from a commercial landscape
material vendor for use in proposed landscaped areas. The PD does not plan to collect samples
of landscaping materials prior to placement at the site. See No. 7 below for details outlining the
proposed plan to demonstrate import soil (not topsoil) meets acceptable standards to the Site.
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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 Methods 6020/7471
❑ Pesticides: Specify Analytical Method Number(s):
❑ PCBs: Specify Analytical Method Number(s):
Click or tap here to enter text.
® Other Constituents & Respective Analytical Method(s) (i.e. Hexavalent
Chromium, Herbicides, etc.):
Hexavalent Chromium by EPA Method 7199
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.
The PD will follow the procedures outlined below to demonstrate import soil meets acceptable
criteria for Site use.
If the PD plans to import virgin fill material from a DEQ Brownfields pre -approved borrow source
(such as the Wake Stone Corporation quarry located in Knightdale, North Carolina), no samples of
the import material will be collected because adequate analytical data is available in the DEQ
Brownfields database to demonstrate material from these facilities is suitable for use as structural
fill at a Brownfields property.
If fill soil (other than topsoil) is obtained from an off -Site property that is not a known permitted
quarry or is recycled material from a DEQ Brownfields pre -approved borrow source, the borrow
source will be sampled in general accordance with the most recent versions of the U.S.
Environmental Protection Agency (EPA) Region IV Science and Ecosystem Support Division (SESD)
Field Branches Quality System and Technical Procedures guidance. If the proposed borrow
material is a byproduct of crushing stone (referred to as "fines") from a permitted quarry, no
samples will be collected for laboratory analysis. If the proposed borrow source is soil comprised
of virgin quarry material from a permitted quarry, one representative composite (and grab for
VOCs) soil sample will be collected from within the active excavation area of the facility for
laboratory analysis. If the proposed borrow source has not been previously developed (i.e., virgin
land), soil samples will be collected for laboratory analysis at a general rate of approximately one
per 1,000 cubic yards. If the borrow source property has been previously developed, soil samples
will be collected for laboratory analysis at a general rate of approximately one per 500 cubic
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yards.
Specifically, composite soil samples for any of the above scenarios will be collected using a hand
auger. Each composite sample will be comprised of soil from four grab sample locations (i.e.,
aliquots at depths representative of cut/excavation). The composite soil samples will be collected
directly into dedicated laboratory -supplied sample containers and submitted to a North Carolina
certified laboratory under standard chain of custody protocols for laboratory analysis SVOCs by
EPA Method 8270 and RCRA metals plus hexavalent chromium by EPA Methods 6020/7471/7199.
In addition to the composite soil samples described above, one representative grab soil sample
will also be collected from a location and at a depth representative of cut/excavation. The grab
soil samples will be collected from undisturbed portions of soil directly into laboratory -supplied
glassware and for laboratory analysis of VOCs by EPA Method 8260.
The DEQ Brownfields project manager will be contacted should an alternate sampling frequency
be sought for either type of borrow source property.
Fill soil will be considered suitable for use at the Site if it does not contain compounds that are not
located at the Brownfields property, does not contain compounds at concentrations above DEQ
Industrial/Commercial PSRGs, and does not increase the risk at the Brownfields property
demonstrated through use of the most current DWM Risk Calculator. DEQ approval of the
analytical results will be obtained prior to transporting import soil to the Site.
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.
Export soil is not anticipated at this time. However, should soil need to be exported from the
Brownfields property during redevelopment, soil will be sampled in general accordance with the
most recent versions of the EPA Region IV SESD Field Branches Quality System and Technical
Procedures guidance.
Samples will be collected from export soil at a rate of one (1) sample per every approximately
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1,000 cubic yards of export for laboratory analysis of VOCs by EPA Method 8260, SVOCs by EPA
Method 8270, and RCRA metals by EPA Methods 6020/7471. SVOCs and metals will be collected
as composite samples using a decontaminated stainless -steel hand auger. Soil samples will also
be collected for hexavalent chromium for analysis by EPA Method 7199.
The composite samples will consist of three sample aliquots that are combined to form one
sample for laboratory analysis. Each aliquot will be field screened for the presence of VOCs using
a calibrated photoionization detector (PID). VOC samples will be collected as grab samples using
a decontaminated stainless -steel hand auger from the general area of the aliquot which exhibits
the highest indication of impact during field screening. The soil samples will be placed in
dedicated laboratory -supplied sample containers, covered with ice, and shipped to a North
Carolina -certified laboratory under standard chain of custody protocols.
DEQ approval of the analytical results will be obtained prior to transporting export soil from the
Site. Based on analytical results of soil samples collected from the export soil, the soil will be
transported off -Site to a suitable location. The PD will notify DEQ Brownfields of the location
receiving the export soil. If not a lined Subtitle D MSW landfill, DEQ Brownfields approval and
written approval from the receiving facility will be obtained prior to transporting the soil off -Site.
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 that record of the acceptance of such soil from the property owner of
the receiving site is provided to Brownfields. Please provide additional details below.
® 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).
The environmental professional will contact DEQ Brownfields to obtain DEQ Brownfields
approval prior to exporting soil to a non-Brownfields property or lined Subtitle D MSW landfill.
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Part 1.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 nota
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 or provide the results of this evaluation in the
Vapor Mitigation Plan. Note that if vapor mitigation is planned for site buildings, utility
corridors will need to be evaluated as part of mitigation designs:
Click or tap here to enter text.
® If no, include rationale here:
Results of soil assessment activities indicated that concentrations of detected compounds are
within published background levels for North Carolina soils (metals only) and/or do not exceed
Industrial/Commercial PSRGs.
❑ Unknown, details to be provided in the Vapor Mitigation Plan for site buildings
Other comments regarding managing impacted soil in utility trenches:
Although not anticipated, in the event contaminated soil and/or vapors are encountered in utility
trenches during redevelopment activities, the trench will be evacuated and appropriate safety
screening of the vapors will be performed to protect workers. If results indicate further action is
warranted in response to vapors to protect workers, appropriate engineering controls (such as use of
industrial fans) will be implemented.
The contractor and workers will observe soil for potential impacts during utility installation activities.
Evidence of potential impacted soil includes a distinct unnatural color, strong odor, or filled or
previously disposed materials of concerns (i.e., chemicals, tanks, drums, etc.). Should the above be
noted during utility work, the contractor will contact the project environmental professional to
observe the suspect condition. If the project environmental professional confirms that the material
may be impacted, then the procedures outlined Managing On -Site Soil above will be implemented. In
addition, the environmental professional will contact the DEQ Brownfields project manager within 48
hours to advise that person of the condition.
PART 2. GROUNDWATER
1) What is the depth to groundwater at the Brownfields Property?
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During groundwater assessment activities conducted at the Brownfields property, depth to
groundwater was measured from approximately 30 to 32 ft bgs.
2) Is groundwater known to be contaminated by ❑onsite ®offsite ❑both or El unknown
sources? Describe source(s):
Groundwater assessment activities conducted at the Brownfields property have identified the
presence of lead at a concentration above the DEQ 2L Groundwater Quality Standard (2L
Standard).
3) What is the direction of groundwater flow at the Brownfields Property?
Area topography suggests that groundwater flow is likely towards the east.
4) Will groundwater likely be encountered during planned redevelopment activities?
®Yes ❑No
If yes, describe these activities:
Caissons will be potentially installed to depths of up to approximately 50 ft bgs at the Site. As
such, groundwater will be encountered during the installation of caissons; however, it is not
anticipated that groundwater will be allowed to accumulate such that sampling or disposal is
required. See below for groundwater management procedures.
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).
Based on the estimated depth to groundwater, groundwater is anticipated to be encountered
during installation of caissons. Although not anticipated at this time, appropriate worker safety
measures will be undertaken if groundwater gathers in an open excavation within an area
determined to be impacted (based on strong odor, unnatural color, sheen, etc.) during
construction activities. The contractor will contact the environmental professional to observe
the suspected condition. The accumulated water will be allowed to evaporate/infiltrate to the
extent time for dissipation does not disrupt the construction schedule. Should the time needed
for natural dissipation of accumulated water be deemed inadequate, the water will be tested
for the presence of VOCs, SVOCs, and RCRA metals and disposed off -site (if impacted), or tested
and discharged to the storm sewer (if not impacted above DEQ surface water standards) in
accordance with applicable municipal and State regulations for erosion control and construction
stormwater control.
The volume of groundwater that will require management during caisson installations is
unknown, as it is largely dependent on Site -specific geological and hydrogeological conditions.
The minority of drilling spoils is anticipated to be saturated soil, which will be managed as noted
in Part LA. and Part 1.C. If free -flowing groundwater can be reasonably captured, it will be
pumped to lined and covered roll -off containers or an aboveground tank prior to testing for the
presence of VOCs, SVOCs, and RCRA metals. The groundwater will then be disposed off -Site (if
impacted) or discharged to the storm sewer (if not impacted above DEQ surface water
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standards). Alternatively, additional groundwater sampling may be conducted under a DEQ-
approved work plan in the areas of caisson installations to evaluate contaminant concentrations
for potential discharge to storm sewer. Local officials will be contacted for approval prior to
discharge of groundwater to the storm sewer.
5) Are monitoring wells currently present on the Brownfields Property?.................❑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 responsible for replacement of the well.
PART 3. SURFACE WATER
1) Is surface water present at the property? ❑ Yes ® No ❑ Unknown
2) Attach a map showing the location of surface water at the Brownfields Property.
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):
If surface water run-off gathers in an open excavation within an area determined to be impacted
during construction activities, appropriate worker safety measures will be undertaken. The
accumulated water will be allowed to evaporate/infiltrate to the extent time for dissipation does
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not disrupt the construction schedule. Should the time be needed for natural dissipation of
accumulated water be deemed inadequate, the water will be tested and disposed off -site (if
impacted), or tested and discharged to the storm sewer (if not impacted above DEQ surface
water standards) in accordance with applicable municipal and State regulations for erosion
control and construction stormwater control.
PART 4. SEDIMENT
1) Are sediment sources present on the property? ❑ Yes ® No
2) If yes, is sediment at the property known to be contaminated: ❑ Yes ❑ No ❑ Unknown
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.
S) In the event that contaminated sediment is encountered during redevelopment activities, list
activities for management of such events (stream bed disturbance):
Not applicable.
PART 5. SOIL VAPOR
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: ..... ❑ 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?
8 ft bgs
4) Will workers encounter contaminated soil vapor during planned redevelopment activities?
❑ Yes ❑ No ❑x Unknown In the event that contaminated soil vapor is encountered during
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redevelopment activities (trenches, manways, basements or other subsurface work,) list
activities for management of such contact:
In the unlikely event impacted soil vapors are encountered during future redevelopment
activities, worker breathing zone will be monitored using a calibrated PID. If results indicate
further action is warranted, appropriate engineering controls (such as use of industrial fans) will
be implemented.
PART 6. SUB -SLAB SOIL VAPOR
1) Do concentrations of volatile organic compounds at the Brownfields property exceed the
following vapor intrusion screening levels (current version) in sub -slab soil vapor:
IHSB Residential Screening Levels:
Soil Vapor:...........© Yes ❑ No ❑ Unknown
Groundwater: ..... ❑ Yes ® No ❑ Unknown
IHSB Industrial/Commercial Screening Levels:
Soil Vapor: ........... ❑ Yes ® No ❑ Unknown
2) Groundwater:..... ❑ Yes ❑x No ❑ Unknown 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:
Click or tap here to enter text.
4) Will workers encounter contaminated sub -slab soil vapor during planned redevelopment
activities? ❑ Yes ❑ No ❑X Unknown
❑ If no, include rationale here:
l.u(.K ur LdP nere w enter tex"
5) In the event that contaminated soil vapor is encountered during redevelopment activities, list
activities for management of such contact
In the unlikely event impacted soil vapors are encountered during future redevelopment
activities, worker breathing zone will be monitored using a calibrated PID. If results indicate
further action is warranted, appropriate engineering controls (such as use of industrial fans) will
be implemented.
PART 7. INDOOR AIR
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.
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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
❑ If no, include rationale here:
Click or tan hares to antar tin,
4) In the event that contaminated indoor air is encountered during redevelopment activities, list
activities for management of such contact:
In the unlikely event there is evidence of potential indoor air issues (i.e., unusual odors) during future
redevelopment activities, the area will be evacuated and appropriate safety screening of the indoor
air will be performed. If warranted, safety screening procedures will include periodically screening
indoor air for volatile organic vapors with a calibrated photoionization detector and calibrated
methane gas detector. If results indicate further action is warranted, appropriate engineering
controls (such as use of industrial fans) will be implemented.
VAPOR INTRUSION MITIGATION SYSTEM
Is a vapor intrusion mitigation system (VIMS) proposed for this Brownfields Property?
❑ Yes ® No ❑ Unknown
® If no or unknown, include rationale here as well as plans for pre -occupancy sampling, as
necessary:
Based on results of vapor intrusion assessment activities documented in H&H's October 2020
Brownfields Assessment Report, there does not appear to be an unacceptable vapor intrusion
risk to future non-residential building occupants. In an email dated December 30, 2020, the DEQ
Brownfields Program provided concurrence with these findings and stated that a vapor intrusion
mitigation system is not required for the proposed Site building and that additional vapor
intrusion assessment will not be required post -construction.
If yes, ❑ VIMS Plan Attached or ❑ VIMS Plan to be submitted separately
If submitted separately provide date:
uncK 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:
Note that approval of this EMP does not imply approval with any vapor intrusion mitigation land
use restrictions or requirements of the recorded or draft Brownfields Agreement and that
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separate approval of mitigation measures will be required.
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)
EPA Method 6020 and EPA Method 7471
❑ Pesticides: Specify Analytical Method Number(s):
UICK or tap nere to enter text
❑ PCBs: Specify Analytical Method Number(s):
1, or tap h--- ---.--- ._ --..
❑ 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.
Hexavalent chromium by EPA Method 7199
Please provide details on the proposed methods of managing the following commonly
encountered issues during redevelopment of Brownfields Properties.
During construction activities, contractors may encounter unknown sub -surface environmental
conditions (i.e., tanks, drums, or waste materials) that if encountered, will require proper
management. Prior to beginning Site work, H&H will attend a pre -construction meeting with the PD
and the redevelopment contractors to discuss the DEQ approved EMP and various scenarios when it
would be appropriate and necessary to notify H&H of the discovery of unknown subsurface features
or potentially impacted media at the Site.
In the event that such conditions are encountered during Site development activities, the
environmental actions noted below will be used to direct environmental actions to be taken during
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these activities and sampling data for potentially impacted soil and the disposition of impacted soil
will be provided to DEQ when the data becomes available.
Underground Storage Tanks:
In the event a UST or impacts associated with a UST release are discovered at the Site during
redevelopment activities, the work in this location will halt and the on -call environmental
professional will be consulted. The UST and/or UST related impacts will be addressed through the
Brownfields Program in accordance with the DEQ UST Section Guidance: Guidelines for Site Checks,
Tank Closure and Initial Response and Abatement, May 17, 2021 version (UST Guidance) except that
the collection of MADEP samples will not be necessary.
If a UST is encountered, the UST will be removed and transported off -Site for disposal at a suitable
facility. If the UST contains residual fluids, the fluids will be sampled for VOCs, SVOCs, and RCRA
metals, and transported off -Site for disposal at a suitable facility based on the laboratory analytical
results prior to removing the UST from the ground. If a UST is encountered that cannot be removed
or does not require removal for geotechnical or construction purposes, with DEQ prior approval it
will be abandoned in -place and construction will proceed. Impacted soil in the vicinity of the UST
will be managed in accordance with the Managing On -Site Soil section outlined above in the EMP.
Impacted soil will be removed and confirmation samples will be collected from the base and
sidewalls of the UST excavation, and along any product lines at a rate of 1 sample for every 10 feet
of line. The analytical program will consist of EPA Methods 8260, 8270, and RCRA metals.
Sub -Grade Feature/Pit:
If a sub -grade feature or pit is encountered and does not require removal for geotechnical or
construction purposes, the contractor will be instructed to stop work and contact the on -call
environmental professional to evaluate the feature and the Brownfields Program notified within 48
hours of discovery. The contents and the feature will be removed and transported off -Site for
disposal. If conditions indicate that the feature cannot be removed due to a structural integrity
issue, the Brownfields Program will be consulted and the area around the feature assessed for
impacts including confirmatory soil and/or groundwater sampling. Impacted soils will be managed
in accordance with Part LA and/or Part 1.0 of this EMP. The feature will be filled with soil or
suitable fill and construction will proceed. Where appropriate, the bottom may be penetrated
before backfilling to prevent fluid accumulation. If the pit has waste in it, the waste will be set aside
in a secure area and will be sampled for waste disposal purposes for TCLP VOCs, TCLP SVOCs, TCLP
metals, and TCLP hexavalent chromium and disposed off -site at a permitted facility or the waste will
be managed in accordance with the Managing On -Site Soil section outlined above in the EMP,
whichever is most applicable based on the type of waste present. If the pit must be removed and
the observed waste characteristics indicate the concrete may potentially be contaminated, the
concrete will be sampled and analyzed by methods specified by the disposal facility.
Buried Waste Material — Note that if buried waste, non-native fill, or any obviously filled materials
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is encountered, the DEQ Brownfields Program must be notified to determine if investigation of
landfill gases is required:
If excavation into buried wastes or impacted soils occurs, the contractor will be instructed to stop
work in that location and notify the environmental consultant. The Brownfields Program will be
notified within 48 hours of the discovery of buried waste material. The environmental consultant
will review the materials and the waste will be removed, characterized, and disposed of off -site.
Confirmation sampling will be conducted at representative locations in the base and the sidewalls of
the excavation after the waste or impacted soil is removed. The confirmation samples will be
analyzed for VOCs, SVOCs, RCRA metals, and hexavalent chromium. Areas of soil impacts above
DEQ IHSB Industrial/Commercial PSRGs that remain in place after excavation is complete will be
managed pursuant to this EMP. The Brownfields Program will be contacted to determine if
investigation of landfill gases is potentially warranted.
Re -Use of Impacted Soils On -Site:
Please refer to description outlined in the Managing On -Site Soil section of the EMP above.
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 I.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.
POST -REDEVELOPMENT REPORTING
® Check this box to acknowledge that a Redevelopment Summary Report will be required for the
project (as part of the Brownfields Agreement Land Use Restriction No. 12.e.) within 90 days after
each one-year anniversary of the effective date of the Brownfields Agreement, which is September
9, 2021. 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 12/8/2022
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;
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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.
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APPROVAL SIGNATURES
Brownfields Project Number: 24030-20-092
Brownfields Project Name: General Baptist State Convention Property
12/6/2021
Prospective Developer: Narsi Development Raleigh, LLC Date Click or tap to enter a date.
Printed Name/Title/Company: Mr. Deven Patel / Principal /
Narsi Properties
12/2/2021
Consultar,,.: Hart & Hickman, PC Date Click or tap to enter a date.
Printed Name/Title/Company: Mr. Justin Ballard, P.G. / Project
Manager / Hart & Hickman, PC
- - ---- ---- -- -M.-
r
Brownfields Project Manager: Ms. Sharon Eckard
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12/2/2021
Date Click or tap to enter a date.

Figure I
NCBP Diagram for Temporary
Containment of Impacted or Potentially
Impacted Soil
Cross -Section View
Top Plastic Cover Sheeting: Underliner: 1 layer, minimum of 10
(1 Layer, minimum: 10 mil thick) mil thick plastic
Berm
(Straw bales, Weight
composted earth, etc.) (If plastic
cover used)
Land Contaminated Soils
Surface
\ z —
Straw Bale Berm
Map View
*E:1 ■ Weight
. . ....... .......................................O^
■� Contaminated Soils
' 00■ O //
\o Plastic
Sheeting
Note: Adapted from NC DEQ UST Section "Guidelines for Ex Situ Petroleum Contaminated Soil Remediation" dated December, 1, 2013
29
EMP Version 2, January 2021

_
IAPPROXIMATE TITLE
0 2000 4000 SITE LOCATION MAP
PROJECT GENERAL BAPTIST STATE CONVENTION PROPERTY
SCALE IN FEET 603 S. WILMINGTION STREET
112 & 114 E. LENOIR STREET
RALEIGH, NORTH CAROLINA
U.S.G.S. QUADRANGLE MAP 3921 Sunset Ridge Road, Ste.301
hart hickman Raleigh,North Carolina 27607
919-847-4241 (p) 919-847-4261 (0
RALEIGH WEST, NORTH CAROLINA 2002 SMARTER ENVIRONMENTAL SOLUTIONS License#C-1269/#C-245Geology
QUADRANGLE DATE: 10-05-2020 REVISION NO: 0
7.5 MINUTE SERIES (TOPOGRAPHIC) JOB NO: NAP-001 FIGURE NO: 1

lop
ir
1
CHARTER SQUARE
4 i
. � r
PARKING LOT
(529 S. WILMINGTON STREET) I
_ FORMER MOTOR
FREIGHT STATION
J
Lou
EAST LENOIR STREET
•� PIN:1703763353 PIN:1703764322
r 1 l 1 1 i .4 A PIN: 1703764352
FORMER PETROLEUM STATION
w �
AND AUTO REPAIR SHOP
a it Au it� FORMER AUTOMOTIVE f'
REPAIR SHOP
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l-A �J \h\\\\\�
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'• AND DRYERS / CIVIC CENTER LOTS ELEVATOR
(10. W. SOUTH STREET) Z
co
PARKING LOT J
01
. AA (0 FAYETTEVILLE STREET) m
BOILER ROOM so' � i . 7t` ti
(BASEMENT LEVEL) -
Ar • • -• • I SHAW UNIVERSITY v
�% • , 0ti (125 E. SOUTH STREET)
lv
x MCDONALD'S
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FORMER PETROLEUM (105 E. SOUTH STREET)
,y
STATION AS , � T..-� ♦ *. r , `•. ' r�
.r
♦ � w
EAST SOUTH STREET
All
�n
DUKE ENERGY CENTER FOR •I SHAW UNIVERSITY r
THE PERFORMING ARTS (118 E. SOUTH STREET)
(2 E. SOUTH STREET) I '
., 7

Table 1
Summary of Soil Analytical Data
General Baptist State Convention Property
Raleigh, North Carolina
Brownfields Project No. 24030-20-092
H&H Job No. NAP-001
SB-2
Sample ID
SB-1
BG-1
SB-2 I DUP-SB
Industrial/
Commercial
Regional Background
Metals in Soil(2)
Depth (ft bgs)
1-2
1-2
1-2
Sample Date
8/25/2020
8/25/2020
8/25/2020
PSRGs(1)
603 S. Wilmington
Background
Location
112/114 E. Lenoir Street
Range
Mean
Street
Location
VOCs (8260D) (mq/kq)
T
Acetone
0.109
0.0558
0.0303
10.576
140,000
--
--
SVOCs (8270E) (mq/kq)
--
--
RCRA Metals (602013/7471 B) (mq/kq)
2.19
2.57
2.41
7.61
3.0
1.0-18
4.8
Arsenic
Barium
48.2
405
375
67.5
47,000
50-1000
356
Cadmium
<0.286
0.545
0.444
<0.312
200
1.0 - 10*
4.3'
Chromium (total)
12.3
16.7
16.3
43.2
NE
7.0 - 300
65
Lead
246
258
247
25.3
800
ND - 50
16
Selenium
0.485
0.737
0.695
0.690
1,200
<0.1 -0.8
0.42
Silver
0.0298
0.718
0.615
0.0568
1,200
NE
NE
Mercury
0.131
2.48
2.46
0.567
9.7
0.03 - 0.52
0.121
Notes:
1) North Carolina Department of Environmental Quality (DEQ) Preliminary Soil Remediation Goals (PSRGs) (July 2020).
2) Range and mean values of background metals for North Carolina soils (* = southeastern US soils) taken from Elements in North American Soils by Dragun and Chekiri, 2005.
Only analytes with concentrations above the laboratory method detection limit are shown, with the exception of RCRA metals.
Laboratory analytical methods are shown in parentheses.
All concentrations are reported in milligrams per kilogram (mg/kg).
VOCs = volatile organic compounds; SVOCs = semi -volatile organic compounds; RCRA = Resource Conservation and Recovery Act;
ft bgs = feet below the ground surface; NE = not established; -- = not applicable.
Table 1 (Page 1 of 1)
SMAA-Master Projects\Narsi Properties (NAP)\S. Wilmington Street Hotel (NAP.001)\EMP\Data Tables
2/8/2021 Hart & Hickman, PC

Table 2
Summary of Groundwater Analytical Data
General Baptist State Convention Property
Raleigh, North Carolina
Brownfields Project No. 24030-20-092
H&H Job No. NAP-001
TMW-1
Sample ID
TMW-2
TMW-1
I DUP-GW
N
Well Screen Depth (ft bgs)
25-35
23-33
ater
Groundwater
Sample Date
8/25/2020
8/25/2020
Standard(')
112/114 E. Lenoir
Location
603 S. Wilmington Street
Street
VOCs (820613) (ug/L)
Acetone
<7.00
<7.00
8.61 J
6,000
Toluene
0.59 J
<0.50
<0.50
600
SVOCs (8270E) (ug/L)
Below l\AAthnrl Detection Lir
--
RCRA Metals (6020B/7470A) (pq/L)
0.94 J
0.58 J
10
Arsenic
Barium
133
112
87.7
700
Cadmium
0.222 J
0.164 J
0.294 J
2
Chromium, total
3.44
2.39
1.70
10
Lead
22.0
12.0
1.52
15
Selenium
11.5
10.4
2.53
20
Silver
<0.06
<0.06
<0.06
20
Mercury
1<0.20
1 <0.20
1 <0.20
1 1
Notes:
1) North Carolina Department of Environmental Quality (DEQ) 15A NCAC 02L.0202 Groundwater Standards (NC 2L
Standards) (April 2013).
Only compounds detected in at least one sample are shown, with the exception of RCRA metals.
Concentrations are reported in micrograms per liter (pg/L).
Laboratory analytical method is shown in parentheses.
Bold values indicate compounds detected above NC 2L Standards.
J = Estimated value that is less than the laboratory reporting limit and greater than or equal to the method detection limit.
ft bgs= feet below ground surface; VOCs = volatile organic compounds; SVOCs = semi -volatile organic compounds;
RCRA = Resource Conservation and Recovery Act; NE = not established.; -- = not applicable.
Table 2 (Page 1 of 1)
SAAAA-Master Projects\Narsi Properties (NAP)\S. Wilmington Street Hotel (NAP.001)\EMP\Data Tables
2/8/2021 Hart & Hickman, PC

Table 3
Summary of Vapor Intrusion Analytical Data
General Baptist State Convention Property
Raleigh, North Carolina
Brownfields Project No. 24030-20-092
H&H Job No. NAP-001
SGP-1
Sample ID
SSGP-1
SSGP-2
SGP-2
SGP-3
SGP-1
I DUP-SGP
Non -Residential
SGSL(1)
Sample Date
8/26/2020
8/26/2020
8/26/2020
8/26/2020
8/26/2020
Location
603 S. Wilmington
Street
112/114 E. Lenoir Street
VOCs (TO-15) (ug/m3)
Acetone
6.45
7.32
205
193
26.2
34.6
2,700,000
2-Butanone (MEK)
2.84
3.35
156
148
8.90
16.5
440,000
Benzene
<2.60
<2.72
37.7
34.8
6.31
11.9
160
Benzyl Chloride
<4.21
<4.40
<4.47
31.3
<4.47
<4.40
25
1,3-Butadiene
<1.80
<1.88
<1.91
<1.85
5.93
10.9
41
Carbon Disulfide
<2.53
<2.65
4.00
3.84
<2.69
7.48
61,000
Cyclohexane
3.21 J
3.71
6.93
8.91
10.8
13.1
530,000
Ethanol
97.2
52.4
25.9
32.0
16.2
18.2
NE
Ethyl Acetate
<2.93
<3.06
30.6
29.9
<3.11
5.00
6,100
Ethylbenzene
243
292
525
491
320
507
490
4-Ethyltoluene
<4.00
<4.18
226
200
8.84
33.5
NE
Heptane
<3.33
<3.48
49.1
45.4
17.8
29.0
35,000
Hexane
<2.86
<3.00
8.04
7.38
10.0
22.0
61,000
Isopropanol
12.7
7.61
11.3
10.0
4.13
3.65
18,000
Methylene Chloride
<2.82
<2.95
5.87
5.53
3.12 J
<2.95
53,000
4-Methyl-2-pentanone (MIBK)
<3.33
<3.48
256
236
11.4
13.9
260,000
Naphthalene
<4.26
<4.46
7.30
5.88
<4.52
5.24 J
36
Propylene
<1.40
<1.46
11.7
10.3
72.9
169
260,000
Styrene
<3.46
<3.62
45.3
43.3
13.5
24.4
88,000
Tetrachloroethylene
7.32
14.4
120
115
90.8
31.8
3,500
Tetrahydrofuran
5.43
5.56
64.9
62.0
6.21
10.5
180,000
Toluene
<3.06
<3.20
814
751
57.3
153
440,000
Trichloroethylene
<4.37
<4.57
12.4
11.2
<4.64
<4.57
180
1,1,1-Trichloroethane
<4.43
<4.64
18.7
17.4
<4.71
<4.64
440,000
Trichlorofluoromethane (Freon 11)
<4.57
<4.78
5.15 J
5.12 J
<4.85
<4.78
NE
1,2,4-Trimethyl benzene
4.50 J
4.40 J
822
765
25.8
114
5,300
1,3,5-Trimethyl benzene
<4.00
<4.18
316
297
9.61
42.5
5,300
Xylenes, total
1,327
1,564
2,841
2,640
1,724
2,702
8,800
Risk Evaluation (Soil Gas to Indoor Air)(2)
5.0E-07
6.0E-07
1.6E-06
2.7E-06
8.6E-07
1.5E-06
1.0E-04
Non -Residential Carcinogenic Risk
Non -Residential Hazard Index
3.2E-02
3.7E-02
1.4E-01
2.0E-01
5.4E-02
8.9E-02
1.0E+00
Notes:
1) North Carolina Department of Environmental Quality (DEQ) Sub -slab and Exterior Soil Gas Screening Levels (SGSLs) (July 2020)
2) Risk evaluation performed using the July 2020 DEQ Risk Calculator for the soil gas to indoor air vapor intrusion pathway.
Only VOCs detected in at least one sample are shown.
Concentrations are reported in microqrams per cubic meter (uq/m3).
Laboratory analytical method is shown in parentheses.
Underlined values indicate compounds detected above Non -Residential SGSLs.
J = Estimated value that is less than the laboratory reporting limit and greater than or equal to the method detection limit.
VOCs = volatile organic compounds; NE = not established.
Table 3 (Page 1 of1)
SAAAAMaster Projects\Narsi Properties (NAP)\S. Wilmington Street Hotel (NAP.001)\EMP\Data Tables 1l- Hart &Hickman, 1.

Appendix A
Redevelopment Plan
hart ` hickman
SMARTER ENVIRONMENTAL SOLUTIONS

1 2 2.3 4 5 6 7 8 10 11
15'-3 1 /4" 9'-0 3/4" 3 15'-11 1 /2" 25'-0 1 /4" 25'-0 1 /4" 25-0 1 /4'' 25-0 1 /4" 25-01 /4" 13'-11 1 /4" 14'-0"
I I I I I I I I I I
4.1 4.6 5.2
I I I I I I I I I I
12'-7 3/8" 10'-4 7/8" 5-8 3/8"
2-0'
I I I I I I I I I I
I I I I I I I I I I I
3
DS36 DS48 DS48 S202 DS4�=+313'-6"
DS48 DS48
T/DS=+314'-6"DS36 DS36
I I T/DS=+314'-6" I T/DS=+314'-6" I T/DSI T/DS=+312'-6" T/DS=+312'-6" T/DS=+312'-0" T/DS=+312'-0"
B/DS =+282'-0" B/DS=+281'-0" - B/DS =+279'-0" B/DS =+277'-0" B/DS =+275'-0" B/DS =+273'-0" --B/DS =+269'-0" B/DS=+266'-0"
I
ift
4
- - - --- - - 'I - - -�--- - - - -- -- - - --- - - - - - - - -- - DS36 - - - - - - --- GRADE BEAM co 5200
10' 7 3/4" T-10 3/4" ELEV CHANGE T/DS=+311'-6" EXTERIOR STAIR, SEE 9/S200
C G a. _ 9
DS36 _
+ _ B DS 272' 0" GB1 24x24 / [ 314' 10"] GB1 24x24 +313'-6" � GBl 24x24/ +313' 6" � /
= 5203 =
T/DS +312' 10"
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DS3 DS36
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T/DS=+314'-6" T/DS=+314'-6" Q / T/DS=+312'-0" T/DS=+312'-0" I T/DS=+308'-10"
B/DS =+286' 0" B/DS =+283'-0" - - - - - - N v - - - - - - - - - - - - - - - - M lil� - - i - - - - - - - -
B/DS +277'-0" B/DS +275'-0" B/DS +267'-0" /DS +265'-0" B/DS +263'-0"
4 DS36 °° + cD U P '
5202 T/DS =+312' 4" li RAMP I\ 1
2'-3" B/DS =+282'-0" GB4 24x30 / [ 314'-10"] ' DS36 4"SLAB ON GRADE Q No x li
DS36 +314'-10' ]
T/DS=+312'-4" GB4 24x30 I [ a 5" EXTERIOR SLAB
1 T/DS =+312' 4", �b TYP SEE 1/5200 °N° li [SLAB
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-r------------! ---- --- B/ S=+280'-0' �\ SEE 7/5200 9 a SEE 2/5200
B/DS=+284'-0" --------------------- - =, 55�'+� 5\mob �b TOC = +315' 6" III a ON GRADE M
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T/DS=+309'-0"
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B/DS=+261'-0"
3
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B/DS=+281'-0"
B/DS=+280'-0"
T/DS =+3 9' 0" +
B/DS=+278'-0"
B/DS =+276'-0"
T/DS =+3 19'-0"
B/DS=+271'-0"
B/DS =+269'-0"
T/DS=+309'-0"
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I
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B/DS =+267'-0"
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B/DS =+286'-0" B/DS=+285'-0"
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AT FACE OF COL
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T/DS =+
12'-8"
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/ T/DS=+308'-10" / 131 l'-4"] T/DS=+308'-10" o
B/DS =+276'-0" 6 B/DS =+272'-0" B/DS =+267 -0" GRADE BEAM 7 B/DS =+263'-0' B/DS=+260'-0" = w
I 5202 I ELEV CHANGE S202 I I I B/DS =+258'-0"
PROPERTY
LINE
I I I I I I
25-0 1 /4'' 25-0 1 /4" 25-01 /4" 13'-11 1 /4" 14'-0" 1 _p
EOS
I I I I I I
5 6 b 8 10 11
DUDA I PAINE
ARCH I T E C T S
OWNER
Narsi Properties
10020 Sellona Street, Suite 100
Raleigh, NC 27617
ARCHITECT
Duda i Paine Architects, PA
333 Liggett Street
Durham, NC 27701
CIVIL ENGINEER / LANDSCAPE
McAdams
2905 Meridian Parkway,
Durham, NC 27713
STRUCTURAL ENGINEER
Scalene Design
555 Fayetteville St I Suite 300
Raleigh, NC 27601
MEP ENGINEER
Barrett Woodyard
2301 Rexwoods Drive, Suite 108,
Raleigh, NC 27607
FIRE PROTECTION
Allied Fire Protection
80 Rupert Rd.
Raleigh, NC 27603
FIRM LICENSE: #P-1591
= maw
T.
10/09/2020
THIS DOCUMENT WAS ELECTRONICALLY
SIGNED BY ROBERT T MACIA
n4),
W �
� O
� N
O
�U
Z
0
C`7 ry
O
1-O
This document is the product and exclusive property of
Duda I Paine Architects, PA. Neither the document nor the
information it contains may be copied, disclosed to others or used
in connection with any work or project other Than the specific
project for which they have been prepared and developed
without the written consent of Duda I Paine Architects, PA.
© Copyright 2020 Duda I Paine Architects, PA
MARK I DATE I DESCRIPTION
FOOTING SCHEDULE
PLAN NO ES:
LEGEND:
REINFORCEMENT
1. SEE S 01 FOR GENERAL STRUCTURAL NOTES AND ABBREVIATION LEGEND.
XXX'-XX"
CJ
FOOTING DIMENSIONS
(EACH WAY)
2. REF ENCE ELEVATION (0'-0") IS ACTUAL ELEVATION 312'-0".
TOP OF SLAB ELEVATION
SLAB CONTROL JOINT
MARK
WIDTH
LENGTH
THICKNESS
TOP
BOTTOM
ISSUE DATE: 10 01 2
3. DS NIDCATES DRILLED SHAFT TYPE. SEE 7/S201 FOR DRILLED SHAFT SCHEDULE AND CONSTRUCTION DETAILS.
F5
5'-0"
5'-0"
1'-01,
PROJECT NUMBER: 21
T/DS INDICATES TOP OF DRILLED SHAFT ELEVATION.
SLOPED SLAB SURFACE
X
X
B/DS INDICATES ASSUMED BOTTOM OF DRILLED SHAFT ELEVATION.
4. DRILLED SHAFTS ARE TO BE CENTERED ON WALLS AND COLUMNS UNLESS NOTED OTHERWISE.
X
X
GROUND
5. GB# / [xxx'-xx] INDICATES GRADE BEAM TYPE AND TOP OF GRADE BEAM ELEVATION. SEE S202 FOR GRADE BEAM
i?TTTT
--------
CONSTRUCTION DETAILS.
SLOPED SLAB SURFACE
i
STEP IN TOP OF GRADE BEAM ELEVATION.
6. F# INDICATES SPREAD FOOTING. SEE SCHEDULE THIS SHEET.
i
-�
. SEE DETAIL 2/S202
LEVEL
7. Gl INDICATES 4" STEEL BAR GRATING.
8. [xxx'xx"] INDICATES TOP OF FOOTING ELEVATION.
STEP IN SLAB ELEVATION
9. THICKEND SLAB UNDER INTERIOR CMU WALLS ARE INDICATED. DETERMINE DIMENSIONS AND EXACT EXTENT OF ALL THICKENED
SHADED AREA: 5" EXTERIOR SLAB ON GRADE RAMP
SLAB FOR CMU PARTITIONS FROM THE ARCHITECTURAL DRAWINGS.
FOUNDATION
10. DETERMINE LOCATIONS OF ALL FLOOR DRAINS, SLOPES TO DRAINS, AND SLAB DEPRESSIONS FROM ARCHITECTURAL DRAWINGS.
11. SEE S200, S201 AND S202 FOR MISCELLANEOUS TYPICAL FOUNDATION DETAILS.
HATCHED AREA: RAISED CONCRETE ISLAND
12. SEE S500 AND S501 FOR COLUMN SCHEDULE.
PLAN
CD
CV
CV
GROUND LEVEL FOUNDATION PLAN
1 1/8" = 1'-0"
PERMIT SET
S101

evel 1 - Ground Floor
1 /8" = 1 '-0"
00
0
Wall Type Legend Floor Plan Notes
Wall Type Symbol - Refer to sheet A400 for partition A. All dimensions are to face of partition, unless shown or noted otherwise
3BND schedule. B. All doors shall be located 6" from face of nearest partition to the inside edge of
the jamb at hinge side, uno.
Unrated Walls C. All gypsum wallboard and backing board in restrooms to be water-resistant for
® Smoke Partition non -wet areas.
o .5 -Hour Fire Partition D. Refer to A701 for interior and exterior finishes.
E. Corner guards to be installed on every wall in hallways, rooms, and B.O.H
1-Hour Fire Barrier F. All exposed CIP concrete columns and shear walls in interior spaces (except 41
1-Hour Fire Partition BOH) to be given a high grade architectural finish.
G. All exterior glazing to be CW2 unless noted otherwise.
® 2-Hour Fire Barrier H. Concrete finish to be CSC3 for all exposed concrete columns and walls in public
3-Hour Fire Barrier spaces and public corridors. D U DA I PAIN E
0 1-Hour Smoke Barrier
0 2-Hour Smoke Barrier A R C H I T E C T S
2 1
A301 1
1( A200 TA301
2
between u
precast wall and slab
edge and along
vertical joints between
walls and precast wall.
L
IWbHI
Provide M seal
between I I
precast wall and slab
edge and along
vertical joints between
walls and precast wall.
II
I
I
I
I
i
I
I
GAS METER LOCATION AND SIZING?
OWNER
Narsi Properties
10020 Sellona Street, Suite 100
Raleigh, NC 27617
ARCHITECT
Duda I Paine Architects, PA
333 Liggett Street
Durham, NC 27701
CIVIL ENGINEER
McAdams
2905 Meridian Parkway,
Durham, NC 27713
STRUCTURAL ENGINEER
Scalene Design
555 Fayetteville St I Suite 300
Raleigh, NC 27601
MEP ENGINEER
Barrett Woodyard
2301 Rexwoods Drive, Suite 108,
Raleigh, NC 27607
FOR REVIEW PURPOSES ONLY
This document is the product and exclusive property of
Duda/Paine Architects, LLP. Neither the document nor the
information it contains may be copied, disclosed to others or used
in connection with any work or project other than the specific
project for which they have been prepared and developed
without the written consent of Duda/Paine Architects, LLP.
© Copyright 2020 Duda/Paine Architects, LLP
MARK I DATE I DESCRIPTION
N
ISSUE DATE:
PROJECT NUMBER:
Floor Plan
Level 1
21901
Construction Documents I
N
N
O
N
O
N
Al 01

Parking Types Legend
Line and Zone Marking Paint
32 1723.A00
Parking Bumper
321713.A00
--------------------- ---------
2p,•
EQ L EQ
a
LOW
EMMMON CoO PACT VAN
8' - 6" Low Emmission - 8' - 0" Compact 8' - 0" ADA Van 8' - 0" Van Aisle
5'-0" ADA Aisle
EQ EQ
ELECTRIC
VEHICLE
8' - 0" ADA 8' - 6' Standard i 8' - 6' Electric Vehicle
C
00
Parking Garage Notes
A. All dimensions are to face of partition, unless indicated or noted otherwise
B. Locate doors 6" from face of nearest partition to the inside edge of the jamb at
hinge side, uno.
C. Protect all exposed pipes, downspouts, and conduit 2 inches or greater with
steel pipe guards where located in or adjacent to parking spaces or drive aisles
D. All CMU walls adjacent to drive aisles to be provided with 2'-8" crash walls
E. All parking garage surfaces to slope to drain; 1% minimum.
F. Accessible parking and access aisles to be maximum 2% slope/cross slope.
G. Maintain the following vertical clearance:
• Loading Dock: 14'-0"
• Van Accessible Parking & Access Drive Aisles: 8'-4"
• Parking Garage: 7-0"
H. Interior Finishes of Open Parking Garage:
• Masonry or Concrete Walls and Columns: PT# (exact color TBD)
• Exposed Concrete Deck Above: Unfinished
• Each parking level to have unique accent color: TBD
• Parking Slab Edges: PT34
I. Striped area indicates no parking zone.
J. Edge of slab and outside face of column to be painted,
color to be selected by architect.
Wall Type Legend
3BND Wall Type Symbol - Refer to sheet A400 for partition
schedule.
Unrated Walls
o .5 -Hour Fire Partition
® 1-Hour Fire Barrier
1-Hour Fire Partition
® 2-Hour Fire Barrier
® 3-Hour Fire Barrier
45-Min Smoke Barrier
0 1-Hour Smoke Barrier
0 2-Hour Smoke Barrier
Floor Plan Notes
A. All dimensions are to face of partition, unless shown or noted otherwise
B. All doors shall be located 6" from face of nearest partition to the inside edge of
the jamb at hinge side, uno.
C. All gypsum wallboard and backing board in restrooms to be water-resistant for
non -wet areas.
D. Refer to A701 for interior and exterior finishes.
E. Corner guards to be installed on every wall in hallways, rooms, and B.O.H
F. All exposed CIP concrete columns and shear walls in interior spaces (except
BOH) to be given a high grade architectural finish.
G. All exterior glazing to be CW2 unless noted otherwise.
H. Concrete finish to be CSC3 for all exposed concrete columns and walls in public
spaces and public corridors.
I. Provide louvered opening from Stair 2 to pressurization shaft; coordinate with
Structural.
J. Provide 1 /2" gap at each side of doors placed in CIP shear wall.
K. Bury all conduit in CIP shear wall so none is exposed.
Parking Schedule
TYPE
ICOUNT
GF
Compact
1
Standard
3
P1
ADA Van
2
Compact
16
Standard
26
P2
ADA
2
Compact
17
Standard
31
P3
ADA
1
Compact
14
Standard
23
P4
ADA
1
Compact
12
Standard
28
Total Parking 177
Spaces
1
1 1.1 2 2.6 3 4 5 1( A2oo 6 7 8 10 11
_2'- 7" 12' - 8 1 /4" 9' - 0 3/4" 15' - 11 1 /2" 25' - 0 1 /4" 25' - 0 1 /4" 25' - 0 1 /4" 25' - 0 1 /4" 25' - 0 1 /4" 13' - 11 114" 14' - 0"
I I I I I I I I I I I
Property Line 5 1
A31 1 A31 1 Hatched area represents
I I I I I Barrier Cable I extent of split slab system with I 3 I I
5 6 3 05 5220.A00 insulation for floor below. A31 1
A513 513 A513 W4B W4A
I
A + + + + T + + + + + + + + +
+ + + + + �� + + + I- + + + I + + + `+ + + + + +
+ + + + + M +' +\ \ + + + + + + + + + + + `+ + + + + + + + Bollard
I 1 - 7, 1/, _J_ - / I
/ 05 5000 A50 9
o W 14
1
A201
(V
�o
1
A300
r-,
Ln
ZQ
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01
'11111`11111
O
N
N
O
N
O
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a`
W4B
W4B
W 4A
I
I
I
I
4
A315
I
I
Barrier Cable
05 5220.A00
I
I4" House
keeping pad —
I 2
I A315
2
(A513)
I - I + + + + + I + + + + + + I+ + + + + + + + I A + + + +- + I+ + + + + + + 1 I
+ + - + + + + + + '+ + + \+ + + + + + + + + + + + '+ + + + + + +
T;w+ + + + + + + + + + + ' + + + \\ -, + + + + + + + + + + /+ + + + + + `+ + +
� + + _+ + _ + + + _ + / + + + _ +`\ +_ + + + + _ + + + + + + + + _ + `-k +
C 5' - 11 "� ' - 10' I , I + + + + I+ + + + + + +\ + + + I+ + + + + + + + +
+ + + + + + + + + + + /+ + + + + \+ + + + + + /+ + + + + + + +`
+ + + + + + + + + + /+ + + + + + + \\ + + + + + + + + ' IC+ + + + +
+ + + + + CSO�°GT + + + + Oo1u11P O� + + + ` + + + CQMIp° T C�ONMIF°ACTT +VC I IC�� + + + + + +WVA + COTAPACT
+ + + + + + + + + + + + + + + + + + +/ + + + + + + + +\ + + + + + + + + + + + + + + + + + + + + +\ +
+ + + Bollard + + I + + + + + + I + + + + +/' + + + + I+ + + + +\ + I +r�/ + + + + + + + + + + + + +`I\ I I
+ + + + + + `� 05 5000.A50 + + + + - + + + + + / + + + + + + + + + + + Provide speed ump+stop-+sign,-and + / + + + + + + + + + + + +`
+ + + + + + + + + + + + + + + + + + + + + + + + + + `\+ mirrors to protec t pedestrians exiting '+ + + + +
+ + + + + + +. + + + + + + + + + + + + + + + + + + + + \ '- + + + + FSAE Labby + +r + + + +
+ + + + +` + + + + + + + + + + -f/ + + + + + + + + +\\ + rt + + + rt rt +' + + + + + + +
+ + + + + + + + ' + + + + I + + + + + +\ + + + I+ + + 4t / N + -'+ + + + I + + +
+ + + + + + + + + + + + + + / + + + + + + + + + + + + + + + + + + + / +- + + + + + + + /
+ + + + + + + + + + + + + '+ + + + + + + + + + + + + \+ + + + + / + + + + + + + + /
+ + + + + + + \+ + + - /+ + + + + + + + + + + + + + \ + + + + /+ +N + + + + + + + + +
+ + + + + + + + + +` /+ + + + + + + + + + + + + + + \ \+ + + /-� + + + + + + + + 1 2
+ + + + + + + + + +ti + + + + + + + + + + + + + + + \ + + + �+ + + + + + + + + + + A410 A321
I I / I \ I / I I
W4B
+ + + + + + + -T + + + + + + + + + + +� + + - +H I + 4"77
+ + + + + + + + 334'='J 1 /4 + + + + + + + + + + + + \ ` + '� r334'-0 1 / " + rwi
PO l _ ST 1 B
Steel Guardrail- \
+ + + + + - 5 5213.A01 + + + + + + - +
\ +Parking Pay Station I + + I + +,' + + + + + + + + -FEB + + + r _ _ _ _ _ _ _ ° I, 334' 0 1 / I 5'- 2' - 4° I
11 1200.A01+/11 _ - -I Access Door - --- - - - - - - - - I
+ + + + + + 08 3100.AO1 r + + + + + - ST 1 A
+ + ty, + + + + ST2 1.0°/ 7 + + +
y+ + + + + 2 4_ 1 - + + + + + k + 4/�
+ \ + +j + + I A405 I' _ _ — I A410 + + + + + + I Y F__ i \
\ r ' + + + + + + + L - - �- - - FSAE LOBBY r o
+ + \ + + + + '
POl I I I '
J ; '+ �F + I ' - I uw ;3\ ' I - + + + + + I I I I
+ + + + ` + + F� n + + + + + + + + + + I S 1 I ,
F B v IR2 �+ W A
+ + I' + + + I /
e
+ - - - - - -- --- - ---�-_ ++++ ----- ------- I
W2 e—+------
+ + + +J + + + ------------ 334'-101/2
+ + + + 332--111W2B W2 4+ /
, I
+ + + \
' A311 ® v
+ i + + + + + + +
I + + I + + \ \ 331'-T + + I 327'-11 1 /
R2 + + 16.2% A313 A211 \
+ N + + ' + + + ' 0
/
+ + + / v
Y
+ + T 332'-7 7/8" �' ' W2 vOIL
v
T + + f' + +/' + + + fi fi / v
+ + + + + + R2 + - I , t W2A + + + Dual drain; structural slab below F2B F2A
+ + + + + +cc��u+ + + + + + + ' + + _ - slope to drain , \
V a U JO� -L V Ono ' '
+ + + + +, + + + + + + +0+ + I �abd� O �a� a �JdcJl�Ooa �aNlc��lOa� E \
+ + +,' + + + + + + \T P02
+ ' + + + + + + + + + + `� \\ ' '� /' 2'-21/4' \
+ + +' + + + + + + +
+// + + + + + + + + + + + \ i' \ / /
3' - 2" I
+ + + + + + + + + \ /
+ + + + + + + + + Open Below Open Below W2 STORAGE
+ + + + + P02
+ + + + +
/ + + \ /
/
1 1 1 I + + +IL
I
I I 2
I A201
W4B
I
I
2
A313
W14
F2B I
I I
DI
Paint east wall black
to match slab ed es
I
\
\
\
\ I
N
W11 14
At Storage Room,
provide parking deck
joint between
precast wall and slab
edge and along
vertical joints between
walls and precast wall.
DUDA I PAINE
ARCHITECTS
OWNER
Narsi Properties
10020 Sellona Street, Suite 100
Raleigh, NC 27617
ARCHITECT
Duda I Paine Architects, PA
333 Liggett Street
Durham, NC 27701
CIVIL ENGINEER / LANDSCAPE
McAdams
2905 Meridian Parkway,
Durham, NC 27713
STRUCTURAL ENGINEER
Scalene Design
555 Fayetteville St I Suite 300
Raleigh, NC 27601
MEP ENGINEER
Barrett Woodyard
2301 Rexwoods Drive, Suite 108,
Raleigh, NC 27607
FIRE PROTECTION
Allied Fire Protection
80 Rupert Rd.
Raleigh, NC 27603
This document is the product and exclusive property of
Duda I Paine Architects, PA. Neither the document nor the
information it contains may be copied, disclosed to others or used
in connection with any work or project other than the specific
project for which they have been prepared and developed
without the written consent of Duda I Paine Architects, PA.
© Copyright 2020 Duda I Paine Architects, PA
MARK DATE DESCRIPTION
ISSUE DATE: 10 1 2020
PROJECT NUMBER: 21901
Floor Plan
Level 2 -
Parking
7'� N
Typical Parkin - Level 2 PERMIT SET
A 102 1 /8'' = 1'-0'' (1
Al 02

Pent. Roof
Penthouse
Level_l2
440' - 6''
Level_l 1
431'-0''
Level_l0
421'-6''
Level 9
412'- 011
e l_8_
402' - 6''
�Level_7_
393- 0''
�Level_6_
375- 0"
e I_5_
360'-6''
Level 4
352'- 011
eve I_3_
343- 6''
Level_2
334'- 0'
Mezzanine
_ 0''
1
Exterior Elevation Notes
A. See material list on sheet A 701 for alternate finishes.
Exterior Elevation Symbols
Exterior Assembly Tag
W # Type, Refer to Exterior
11 10 9 8 7 6 5 4 3 2.6 2 � l. l 1 Assembly Sheet
Smoke Removal Window/Glazing Unit Marking
2' 0" 2'
4 -o° �� -i1 i/a" 1 2s-ol/4' I 2s-o l�4 I 2s o is 1 2s-o1/4' 1 2s-01/4" I 2s-01/4" I 1 iz-s 1/4" I � Glazing to be tempered. Refer to local jurisdiction for identification
requirements of fixed openings that can be cleared by fire department for
smoke removal purposes. (IBC 403.4.6)
Exterior Elevation - North
1 /8" = 1 '-0"
.xterior Finish Legend
MCM] MWP 1 & 2
MCM 2 WMP 3
MCM 3 MWP 4
DUDA I PAINE
ARCHITECTS
OWNER
Narsi Properties
10020 Sellona Street, Suite 100
Raleigh, NC 27617
ARCHITECT
Duda I Paine Architects, PA
333 Liggett Street
Durham, NC 27701
CIVIL ENGINEER
McAdams
2905 Meridian Parkway,
Durham, NC 27713
STRUCTURAL ENGINEER
Scalene Design
555 Fayetteville St I Suite 300
Raleigh, NC 27601
MEP ENGINEER
Barrett Woodyard
2301 Rexwoods Drive, Suite 108,
Raleigh, NC 27607
FOR REVIEW PURPOSES ONLY
0
This document is the product and exclusive property of
Duda/Paine Architects, LLP. Neither the document nor the
information it contains may be copied, disclosed to others or used
in connection with any work or project other than the specific
project for which they have been prepared and developed
without the written consent of Duda/Paine Architects, LLP.
© Copyright 2020 Duda/Paine Architects, LLP
MARK I DATE I DESCRIPTION
ISSUE DATE: 09 10 2020
PROJECT NUMBER: 21901
Exterior
Elevations -
North
Construction Documents I
Co
LO
M
O
N
O
N
Co
A200

5' - 1 1 " 19' - 6" 5' - 0" 9' - 7'' 16' - 2"
1
A300
Pent. Roof _
462' - 0"
Penthouse
452'- 0''
Level 12
440'_6'' -
Level_ll _
431 ' - 0"
23' - 0 1 /2" 10' - 7'
Pent. Roof
462'_0„ - -
Penthouse
Levell2
440' - 6''
Level 11
Level 10
■II�i��1i�i�i�-1111111111 �10
Leve19 _
412' - 0"
Level 8
- 402'-6
Level? _
393' - 0"
co
Level6 _
375- 0"
Leve14 _
352' - 0"
Level9
412' - 0''
Level8
402'-6''
Level 7
-0„ - -
393'-
Level 6
jLeve14
352' - 0"
2
Level I - I A210
�1 e 6 - -
Leve12 _
334' - 0"
Mezzanine
e I_l
312' - 0"
a
Exterior Elevation - East
1 /8'' = 1 '-0"
1
Level2 _ _
334'- o"
I
I
Mezzanine
-0''
- -
I
I
I
I
Level 1 _
J 312' - 0''
A B (B.6 B. B.8 C D E.3 E E.8 F
I I
10'-7'' 25'-0'' 6-3" 16'-2" 14'-7'' 19'-6''
—_-_____-_-_______________-_-_-_-_-_-_-_-___ ___-_-_-_-_-___________ -_-_
1
A210
Exterior Elevation - West
1 /8'' = 1 '-0"
DUDA � PAINE
ARCHITECTS
OWNER
Narsi Properties
10020 Sellona Street, Suite 100
Raleigh, NC 27617
ARCHITECT
Duda I Paine Architects, PA
333 Liggett Street
Durham, NC 27701
CIVIL ENGINEER
McAdams
2905 Meridian Parkway,
Durham, NC 27713
STRUCTURAL ENGINEER
555 Fayetteville St I Suite 300
Raleigh, NC 27601
MEP ENGINEER
Barrett Woodyard
2301 Rexwoods Drive, Suite 108,
Raleigh, NC 27607
FOR REVIEW PURPOSES ONLY
0
This document is the product and exclusive property of
Duda/Paine Architects, LLP. Neither the document nor the
information it contains may be copied, disclosed to others or used
in connection with any work or project other than the specific
project for which they have been prepared and developed
without the written consent of Duda/Paine Architects, LLP.
© Copyright 2020 Duda/Paine Architects, LLP
MARK I DATE I DESCRIPTION
ISSUE DATE: 09 10 2020
PROJECT NUMBER: 21901
Exterior
Elevations -
West & East
I
N
N
M
O
N
O
N
00
Construction Documents I
A201

45
44
Le
43
42
40
39
37
36
35
Le
34
33
32
31
Exterior Elevation - South
1 /8'' = 1 '-0"
1 (1.1 T
2.6 3 4 5 6 7 9 10 11
2' - 7"
11 12' - 8 1 /4" 9' - 0 3/4" 15' - 1 1 1 /2" 25' - 0 1 /4' 25- 0 1 /4" 25' - 0 1 /4" 25' - 0 1 /4' 36' - 11 1 /2" 14' - 0"
2
A213
DUDA I PAINE
ARCHITECTS
OWNER
Narsi Properties
10020 Sellona Street, Suite 100
Raleigh, NC 27617
ARCHITECT
Duda I Paine Architects, PA
333 Liggett Street
Durham, NC 27701
CIVIL ENGINEER
McAdams
2905 Meridian Parkway,
Durham, NC 27713
STRUCTURAL ENGINEER
Scalene Design
555 Fayetteville St I Suite 300
Raleigh, NC 27601
MEP ENGINEER
Barrett Woodyard
2301 Rexwoods Drive, Suite 108,
Raleigh, NC 27607
FOR REVIEW PURPOSES ONLY
0
This document is the product and exclusive property of
Duda/Paine Architects, LLP. Neither the document nor the
information it contains may be copied, disclosed to others or used
in connection with any work or project other than the specific
project for which they have been prepared and developed
without the written consent of Duda/Paine Architects, LLP.
© Copyright 2020 Duda/Paine Architects, LLP
MARK I DATE I DESCRIPTION
ISSUE DATE: 09 10 2020
PROJECT NUMBER: 21901
Exterior
Elevations
South
1
co
M
O
N
O
N
co
Construction Documents I
A202

O
Project Data Sheet DESERVICES"T
DEPARTMENT
Development Services Customer Service Center I I Exchange Plaza, Suite400 I Raleigh, NC 27601 1919-996-2495
Litehford Satellite Office 18320- 130 Litchford Road I Raleigh, NC 27601 1919-996-4200
GENERAL INFORMATION
Development Name: Home2 + Tru Proposed Use: Mixed Use
Property Address(es):603 S. Wilmington St., Raleigh, NC 27601
Wake County Property Identification Number(s) (PIN) for each parcel to which these guidelines will apply:
PIN # 1703763353 1 PIN # 1703764322 PIN # 1703764352 1 PIN #
What is the project type? oApartment ❑Bank ❑Elderly Facility ❑Hospital §Hotel/Motel ❑Industrial Building
❑Mixed Residential oNon-Residential Condo §Office ❑Religious Institution ❑Residential Condo ❑Retail
❑School ❑Shopping Center ❑Single Family Residential ❑Telecommunication Tower ❑Townhouse ❑Other
Scope of work: 184 room hotel and 3,040 SF of office space and parking deck with associated site
improvements.
FOR APARTMENTS, CONDOS, AND TOWNHOMES ONLY
1. Total number of townhouse lots: Number attached: Number detached:
2. Total number of apartment or condominium units:
3. Total number of Congregate Care or Life Care Dwelling units:
4. Overall total number of dwelling units (from 1-3 above):
5. Number of bedroom units: 1 BR 2BR 3BR 4BR or more
6. Overall unit(s) per acre densities per zoning district(s):
DEVELOPMENT TYPE AND SITE DATA TABLE (applicable to all developments)
Zoning Information
Building Information
Zoning District(s): DX-12-UG-CU
Proposed use of building(s): Hotel and Office
If more than one district, provide acreage of each:
Proposed Sq. Ft. of building(s) gross:
182,917 SF
Overlay District(s): N/A
Existing Sq. Ft. of building(s) gross: 3,606 SF
Total site acreage: 0.51 acres
Total Sq. Ft. gross (existing and proposed): 182,917 SF
Off street parking: Required 0 Provided 0
Proposed height of building(s):140.93'
COA (Certificate of Appropriateness) case # N/A
FAR (floor area ratio) %:20.8
BOA (Board of Adjustment) case # A - BOA-0038-2019
Building lot coverage %: 20.8
CUD (Conditional Use District) case # Z - N/A
Inside City Limits? X Yes ❑ No
STORMWATER INFORMATION
Existing impervious surface: 0.40 / 17,424 acres/square feet
Proposed impervious surface: 0.51 / 22,216 acres/square feet
Neuse River buffer: ❑Yes ❑■ No Wetlands: ❑Yes ❑■ No
Flood Hazard Area: ❑ Yes ❑■ No If yes, Alluvial Soils: Flood Study: FEMA Map Panel #: 3720170300J
Total disturbed area: 0.70 / 30,492 acres/square feet
PAGE I OF I
WWW.RALEIGHNC.GOV REVISION 03.22.16
RIGHT-OF-WAY OBSTRUCTION NOTES:
1. LANE AND SIDEWALK CLOSURES OR DETOURS: PRIOR TO ANY LANE OR SIDEWALK OBSTRUCTION,
THE CONTRACTOR OR ENGINEER SHALL SUBMIT A TRAFFIC CONTROL AND/OR PEDESTRIAN PLAN
ALONG WITH A RIGHT-OF-WAY SERVICES APPLICATION TO REQUEST THE OBSTRUCTION PRIOR TO THE
START OF WORK. RIGHTOFWAYSERVICES®RALEIGHNC.GOV FOR APPROVAL.
2. THE CITY OF RALEIGH REQUIRES AN APPROVED RIGHT-OF-WAY OBSTRUCTION PERMIT FOR WORK ON
ANY PUBLIC STREET OR SIDEWALK AND NCDOT ROAD WITHIN RALEIGH'S JURISDICTION.
3. ALL TRAFFIC CONTROL SIGNAGE AND PRACTICES SHALL ADHERE TO THE MANUAL OF UNIFORM
TRAFFIC CONTROL, AND THE LATEST EDITION OF THE NCDOT "STANDARD SPECIFICATION FOR ROADWAY
STRUCTURES", NCDOT "ROADWAY STANDARD DRAWING MANUAL", AND THE NCDOT SUPPLEMENT TO
THE MUTCD.
4. ALL PUBLIC SIDEWALKS MUST BE ACCESSIBLE TO PEDESTRIANS WHO ARE VISUALLY IMPAIRED AND/OR
PEOPLE WITH MOBILITY CONCERNS. EXISTING AND ALTERNATIVE PEDESTRIAN ROUTES DURING
CONSTRUCTION SHALL BE REQUIRED TO BE COMPLIANT WITH THE PUBLIC RIGHTS OF WAY
ACCESSIBILITY GUIDELINES (PROWAG), THE ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
5. PRIOR TO THE START OF WORK, THE CLIENT SHALL SCHEDULE A PRE -CONSTRUCTION MEETING WITH
THE ENGINEERING INSPECTIONS COORDINATOR TO REVIEW THE SPECIFIC COMPONENTS OF THE
APPROVED PLAN, AND ENSURE ALL PERMITS ARE ISSUED.
6. ALL PERMITS MUST BE AVAILABLE AND VISIBLE ON SITE DURING THE OPERATION.
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BOARD OF ADJUSTMENT VARIANCE
RALE
603 S WILMINGTON ST
RALEIGH, NORTH CAROLINA 27601
SITE PERMIT REVIEW
CITY
CITY
OF
OF
RALEIGH
RALEIGH
CASE#
CASE#
SPR-0146-2020
ASR-0053-2019
PROJECT NUMBER:
DATE' I ULY 10
SEE SHEET CO.00 PROJECT NOTES FOR ALL BOARD OF ADJUSTMENT AND APPEARANCE
COMMISSION FOR APPROVED DESIGN ADJUSTMENTS AND DESIGN ALTERNATES.
BOARD OF ADJUSTMENT DATE OF APPROVAL: 01/13/2020
APPEARANCE COMMISSION DATE OF APPROVAL: 01/16/2020
ZONING CONDITIONS
Z-42-14 -SOUTH WILMINGTON STREET/EAST LENOIR STREET: SOUTHEAST QUADRANT OF THE
INTERSECTION, AND EXTENDING EASTWARD ON THE SOUTH SIDE OF EAST LENOIR STREET, BEING WAKE
COUNTY PINS 1703763353, 1703764322, AND 1703764352. APPROXIMATELY 0.51 ACRE REZONED TO
DOWNTOWN MIXED USE-12 STORIES -URBAN GENERAL -CONDITIONAL USE (DX-12-UG-CU).
CONDITIONS DATED: JUNE 25, 2015
1. THE FOLLOWING USES SHALL BE PROHIBITED: EMERGENCY SHELTER - ALL TYPES; ADULT
ESTABLISHMENT; OUTDOOR RECREATION -ALL TYPES; PASSENGER TERMINAL - ALL TYPES; FOOD
TRUCK; PAWN SHOP; VEHICLE SALES/RENTAL - ALL TYPES; DETENTION CENTER, JAIL, PRISON; LIGHT
MANUFACTURING - ALL TYPES; SELF-SERVICE STORAGE - ALL TYPES; VEHICLE REPAIR - ALL TYPES;
VEHICULAR FUEL SALES; VEHICLE PARTS/ACCESSORIES: REMOTE PARKING FACILITY; ANY
DRIVE-THRU OR DRIVE-IN FACILITIES NOT INCLUDING A PORTE COCHERE IN CONNECTION WITH A
HOTEL.
PROJECT COMPLIANCE: NO USES AS DESCRIBED ABOVE ARE PROPOSED WITH THIS PROJECT.
2. ANY BUILDING ON THE PROPERTY AT LEAST EIGHT (8) STORIES OR ONE HUNDRED FEET (100') IN
HEIGHT SHALL INCORPORATE ON THAT EASTERN MOST BUILDING FAt ADE FACING THAT
ADJOINING PARCEL DESCRIBED IN THAT DEED RECORDED IN BOOK 14479, PAGE 2287 AND WITH
THE ADDRESS OF 118 E. LENOIR STREET A TWELVE FOOT (12') BUILDING STEPBACK ABOVE THE
SECOND STORY AND BELOW THE FIFTH STORY.
PROJECT COMPLIANCE: THE EASTERN MOST BUILDING FACADE SIDE PROPOSES A 12' STEPBACK
FROM THE PROPERTY LINE FACING THE ADJOINING PARCEL.
3. THE MAXIMUM BLANK WALL AREA ON THAT EASTERN MOST BUILDING FACADE FACING THAT
ADJOINING PARCEL DESCRIBED IN THAT DEED RECORDED IN BOOK 14479. PAGE 2287 AND WITH
THE ADDRESS OF 118 E. LENOIR STREET BELOW THE STEPBACK REQUIRED IN CONDITION 2 SHALT
BE FIFTEEN FEET (15') FOR ANY BUILDING ON THE PROPERTY AT LEAST EIGHT (8) STORIES OR ONE
HUNDRED FEET (100') IN HEIGHT.
PROJECT COMPLIANCE: A SERIES OF REVEALS AND TEXTURES ON THE EASTERN MOST BUILDING
FACADE IS INCORPORATED IN THE ELEVATIONS SUCH THAT BLANK WALLS DO NOT EXCEED 15, IN
BOTH THE HORIZONTAL AND VERTICAL DIRECTION.
4. AFTER THE EFFECTIVE DATE OF THIS REZONING ORDINANCE, ANY BUILDING ON THE PROPERTY AT
LEAST FIVE (5) STORIES OR SEVENTY FIVE FEET (75') IN HEIGHT SHALL PROVIDE ONE OR MORE OF
THE FOLLOWING: A GALLERY, AWNING, OR CORNICE ALONG A MINIMUM OF 50% OF THOSE
BUILDING FACES ADJOINING S. WILMINGTON STREET AND E. LENOIR STREET.
PROJECT COMPLIANCE: A GALLERY IS PROVIDED ALONG LENIOR STREET THAT SPANS 72% OF
THE BUILDING FACE, AS WELL AS AN AWNING ALONG S. WILMINGTON STREET SPANNING 89%
OF THE BUILDING FACE.
5. ANY VISIBLE PORTION OF AN EXTERIOR ELEVATION OF A PARKING STRUCTURE ABOVE THE GROUND
LEVEL SHALL BE CLAD WITH THE SAME BUILDING MATERIALS AS THE PRINCIPAL BUILDING AND,
EXCEPT FOR SUCH EXTERIOR TREATMENT AS PRESCRIBED BY THE UDO, SHALL INCLUDE A SOLID
WALL AT LEAST FORTY TWO INCHES (42") IN HEIGHT AS MEASURED FROM THE TOP OF EACH
PARKING SURFACE. IF THE PARKING STRUCTURE IS ABOVE GRADE, THEN THE OPEN AREA BETWEEN
THE TOP OF THE SOLID WALL MEASURING AT LEAST FORTY TWO INCHES (42") IN HEIGHT AND THE
NEXT LEVEL OF PARKING SHALL BE SCREENED WITH A WALL, LOUVER OR SIMILAR SCREENING.
PROJECT COMPLIANCE: THE PARKING STRUCTURE INCLUDES A 42" HIGH WALL FOR EACH LEVEL.
A SERIES OF LOUVERS OR METAL MESH WILL BE USED TO SCREEN THE OPEN AREA.
6. PRIOR TO ISSUANCE OF A BUILDING PERMIT FOR NEW DEVELOPMENT, A TRANSIT EASEMENT
SHALL BE DEEDED TO THE CITY AND RECORDED IN THE WAKE COUNTY REGISTRY. PRIOR TO
RECORDATION OF THE TRANSIT EASEMENT, THE DIMENSIONS (NOT TO EXCEED FIFTEEN FEET (15')
IN DEPTH AND TWENTY FEET (20') IN WIDTH) AND LOCATION OF THE EASEMENT ALONG
WILMINGTON STREET SHALL BE APPROVED BY THE PUBLIC WORKS DEPARTMENT AND THE
EASEMENT DOCUMENT APPROVED BY THE CITY ATTORNEY'S OFFICE. PRIOR TO ISSUANCE OF A
CERTIFICATE OF OCCUPANCY AND AT THE REQUEST OF THE PUBLIC WORKS DEPARTMENT, A
TRANSIT SHELTER SHALL BE CONSTRUCTED UPON THE TRANSIT EASEMENT. IN LIEU OF DEEDING AN
EASEMENT AND CONSTRUCTION OF A TRANSIT SHELTER, WITH THE CONSENT OF THE PUBLIC
WORKS DEPARTMENT AND SUBJECT TO THE APPROVAL OF THE RALEIGH CITY COUNCIL OR NC
DEPARTMENT OF TRANSPORTATION, A TRANSIT SHELTER MAY BE CONSTRUCTED IN THE PUBLIC
RIGHT-OF-WAY AT THE SOLE EXPENSE OF THE OWNER OF THE REZONED LAND IN SATISFACTION OF
THIS CONDITION.
PROJECT COMPLIANCE: A PROPOSED TRANSIT EASEMENT AND SHELTER IS LOCATED ALONG S.
WILMINGTON STREET.
7. PRIOR TO ANY EXCAVATION ON THE SUBJECT PROPERTIES, DEMOLITION OF ANY BUILDING OR
PORTION THEREOF ON THE SUBJECT PROPERTY, OR ANY ACTIVITY ALLOWED BY SUBSECTIONS G.
AND OF LIDO SECTION 10-2.7.A.2, THE EXISTING BUILDING LOCATED AT 112 E. LENOIR STREET AND
THE TWO STORY PORTION OF EXISTING BUILDING LOCATED AT 114 E. LENOIR STREET SHALL BE
RELOCATED AND A SUBSEQUENT ARCHAEOLOGICAL SURVEY CONDUCTED ON THE REZONED
PROPERTIES IN DIRECT CONSULTATION WITH THE RALEIGH HISTORIC DEVELOPMENT COMMISSION
PROJECT COMPLIANCE: THE BUILDINGS LOCATION AT 112 AND 114 E. LENOIR STREET WERE
RELOCATED PRIOR TO SUBMITTAL OF THIS ADMINISTRATIVE SITE REVIEW AND AS SUCH THIS
ZONING CONDITION DOES NOT APPLY TO THIS SUBMITTAL.
SITE DATA
DPA-17010
2020
PHYSICAL ADDRESS:
603 S WILMINGTON ST, RALEIGH NORTH CAROLINA 27601
PARCEL PIN:
1703763353
ZONING:
DX-12-UG-CU
DOWNTOWN MIXED USE - 12 STORIES - URBAN GENERAL - CONDITIONAL USE
OVERLAY DISTRICT:
NONE
WATERSHED:
WALNUT CREEK
SITE AREA
22,009 SF / 0.51 AC
FLOODWAY/FLOODPLAIN:
NONE
BUILDING DATA:
PROPOSED USE: OFFICE + HOTEL
PROPOSED OFFICE: 3,040 SF
PROPOSED HOTEL ROOMS: 184 ROOMS
PARKING DATA:
VEHICLE PARKING
REQUIRED: 93 SPACES
OFFICE PARKING: 0 SPACES (PER UDO SEC. 7.1.3C)
HOTEL PARKING: 93 SPACES (0.5/BEDROOM)
PROPOSED: 121 STANDARD SPACES (IN PARKING DECK)
50 COMPACT SPACES (IN PARKING DECK)*
4 ADA SPACES (IN PARKING DECK)
2 ADA VAN SPACES (IN PARKING DECK)
*PERCENTAGE OF COMPACT SPACES WITHIN PARKING DECK = 50 177 SPACES = 28.2%
ACCESSIBLE PARKING
REQUIRED: 6 SPACES (CAR AND VAN)
VAN SPACES: 1 SPACES
PROPOSED: 6 SPACES (CAR AND VAN)
VAN ACCESSIBLE: 2 SPACES
BIKE PARKING
REQUIRED: 14 LONG TERM SPACES; 4 SHORT TERM SPACES
OFFICE: LONG TERM: 4 SPACES (1/5,000 SF, MIN. OF 4 SPACES)
SHORT TERM: 4 SPACES (10,000 SF, MIN. OF 4 SPACES)
HOTEL: LONG TERM: 10 SPACES (1/20 BEDROOM)
SHORT TERM: 0 SPACES
PROPOSED: 14 LONG TERM SPACES; 4 SHORT TERM SPACES
BUILDING + PARKING
BUILD -TO
REQUIRED
SETBACKS
LENOIR ST (PRIMARY STREET): 148 LF (70% BUILDING WIDTH IN BUILD -TO)
WILMINGTON ST (PRIMARY STREET): 74 LF (70% BUILDING WIDTH IN BUILD -TO)
PROVIDED
LENOIR ST (PRIMARY STREET): 148 LF (70% BUILDING WIDTH IN BUILD -TO)
WILMINGTON ST (PRIMARY STREET): 80 LF (76% BUILDING WIDTH IN BUILD -TO)
PARKING SETBACK
LENOIR ST (PRIMARY STREET): 10,
WILMINGTON ST (PRIMARY STREET): 10,
SIDE LOT LINE: 3'
REAR LOT LINE: 3'
EXISTING IMPERVIOUS:
0.40 AC.
PROPOSED IMPERVIOUS ALLOCATION:
0.51 AC. (100% OF PROJECT AREA)
BUILDING HEIGHT
MAXIMUM ALLOWED: 12 STORY (150')
PROPOSED: 12 STORY (140')
TREE CONSERVATION
NO TREE CONSERVATION SHALL BE REQUIRED PER UDO SECTION 9.1.2 AS THE
EXISTING LOT IS LESS THAN 2 ACRES IN SIZE.
OUTDOOR AMENITY AREA
REQUIRED: 2,450 SF (10%SITE AREA)
PROPOSED: 2,504 SF (11.4% SITE AREA)
BLOCK PERIMETER:
1,513 LF (2,000 LF MAX)
1. THE MINIMUM CORNER CLEARANCE FOR A DRIVEWAY FROM THE CURB LINE OF INTERSECTING STREETS SHALL
BE AT LEAST 20 FEET FROM THE POINT OF TANGENCY OF THE CURB. NO DRIVEWAYS SHALL ENCROACH ON
THIS MINIMUM CORNER CLEARANCE. RSDM SECTION 6.5.2.D.
2. 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.
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.
3. REFUSE WILL BE COLLECTED IN ROLL -OUT TRASH AND RECYCLING CARTS THAT WILL BE BROUGHT OUT
CURB SIDE FOR PICKUP. PICKUP WILL BE PROVIDED TWICE A WEEK.
Know what's below.
Cal I before you dig.
SHEET INDEX
C0.00
ADMINISTRATIVE APPROVAL LETTER
C0.01
PROJECT NOTES
C1.00
EXISTING CONDITIONS
C1.01
DEMOLITION PLAN
C2.00
SITE PLAN
C2.01
STREET HARDSCAPE PLAN
C3.00
GRADING AND STORM DRAINAGE PLAN
C3.01
DETAILED GRADING PLAN
C4.00
UTILITY PLAN
C6.00
EROSION CONTROL PLAN - STAGE 1
C6.01
EROSION CONTROL PLAN - STAGE 2
C6.02
EROSION CONTROL PLAN - STAGE 3
C7.00
PEDESTRIAN ACCESS AND TRAFFIC
CONTROL PLAN
C8.00
SITE DETAILS
C8.01
SITE & STORM DRAINAGE DETAILS
C8.02
EROSION CONTROL DETAILS
C8.03
SANITARY SEWER DETAILS
C8.04
WATER DETAILS
C8.05
WATER DETAILS
C9.00
STORMWATER CONTROL MANAGEMENT
PLAN VIEW AND NOTES
C9.01
STORMWATER CONTROL MANAGEMENT
DETAILS
L2.01
HARDSCAPE PLAN - STREET LEVEL
L2.02
FURNITURE & PLANTING PLAN - 6TH
FLOOR
L2.03
PAVING PLAN - 6TH FLOOR
L4.01
HARDSCAPE DETAILS 1
L4.02
HARDSCAPE DETAILS 2
L5.01
LANDSCAPE PLAN
L5.02
LANDSCAPE DETAILS
A-101
GROUND FLOOR PLAN
A-101.A
MEZZANINE LEVEL
A-102
FLOOR PLAN - LEVEL 2 PARKING
A-102B
LEVEL 2 TURNING RADIUS
A-103
FLOOR PLAN - LEVEL 3 PARKING
A-104
FLOOR PLAN - LEVEL 4 PARKING
A-105
FLOOR PLAN - LEVEL 5 PARKING
A-106
AMENITY LEVEL 6
A-107
HOTEL LEVELS 7 - 8
A-108
HOTEL LEVELS 9-10
A-109
HOTEL LEVELS 11-12
A-200
EXTERIOR ELEVATIONS - NORTH & WEST
A-201
EXTERIOR ELEVATIONS - SOUTH & EAST
A-210
ELEVATION - GROUND FLOOR
TRANSPARENCY CALC.
A-220
ELEVATIONS - GARAGE OPENNESS
CALCULATIONS
A-221
UPPER FLOOR TRANSPARENCY CALC.
A-311
WALL SECTIONS -ZONING CONDITIONS
A-311.A
ZONING CONDITIONS DIAGRAM
PUBLIC IMPROVEMENT QUANTITIES
PHASE NUMBER:
N/A
NUMBER OF LOTS:
1
LOT NUMBER(S) BY PHASE
N/A
NUMBER OF UNITS:
184
LIVABLE BUILDINGS:
1
OPEN SPACE:
0
NUMBER OF OPEN SPACE LOTS:
0
PUBLIC WATER (LF)
0
PUBLIC SEWER (LF)
0
PUBLIC STREET (LF) -
FULL
0
PUBLIC STREET (LF) -
PARTIAL
0
PUBLIC SIDEWALK (LF)
330
STREET SIGNS (EA)
0
WATER SERVICE STUBS
(QTY)
1
SEWER SERVICE STUBS
(QTY)
1
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.
ATTENTION CONTRA C TORS
The Construction Contractor responsible for the extension of water,
sewer, and/or reuse, as approved in these plans, is responsible for
contactina the Public Works Department at [phone].
and the Public Utilities Department at [phone] at least
prior to beginning any of their construction.
Failure to notify both City Departments in advance of beginning
construction, will result in the issuance of monetary fines, and require
reinstallation of any water or sewer facilities not inspected as a result
of this notification failure.
Failure to call for Inspection, Install a Downstream Plug, have
Permitted Plans on the Jobsite, or any other Violation of City of
Raleigh Standards will result in a Fine and Possible Exclusion from
future work in the City of Raleigh.
SITE PERMIT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations.
ELECTRONIC APPROVAL: THIS APPROVAL IS BEING ISSUED ELECTRONICALLY. THIS APPROVAL IS
VALID ONLY UPON THE SIGNATURE OF A CITY OF RALEIGH REVIEW OFFICER BELOW. THIS CITY WILL
RETAIN A COPY OF THE APPROVED PLANS. ANY WORK AUTHORIZED BY THIS APPROVAL MUST
PROCEED IN ACCORDANCE WITH THE PLANS KEPT ON FILE WITH THE CITY. THIS ELECTRONIC
APPROVAL MAY NOT BE EDITED ONCE ISSUED. ANY MODIFICATIONS TO THIS APPROVAL ONCE ISSUED
WILL INVALIDATE THIS APPROVAL.
CITY OF RALEIGH DEVELOPMENT APPROVAL
CITY OF RALEIGH REVIEW OFFICER
FINAL DRAWING - RELEASED FOR CONSTRUCTION
DUDA I PAINE
ARCHITECTS
OWNER
Narsi Properties
10020 Sellona Street, Suite 100
Raleigh, NC 27617
A iot�ulriet�r
Duda I Paine Architects, PA
333 Liggett Street
Durham, NC 27701
CIVIL ENGINEER
McAdams
2905 Meridian Parkway,
Durham, NC 27713
STRUCTURAL ENGINEER
Scalene Design
555 Fayetteville St I Suite 300
Raleigh, NC 27601
MEP ENGINEER
Barrett Woodyard
2301 Rexwoods Drive, Suite 108,
Raleigh, NC 27607
FIRE PROTECTION
Alllea I -Ire rrorecrlon
80 Rupert Rd.
Raleigh, NC 27603
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This document is the product and exclusive property of
Duda I Paine Architects, PA. Neither the document nor the
information it contains may be copied, disclosed to others or used
in connection with any work or project other than the specific
project for which they have been prepared and developed
without the written consent of Duda I Paine Architects, PA.
© Copyright 2020 Duda I Paine Architects, PA
MARK DATE DESCRIPTION
1
2
3
4
I PROJECT NUMBER: 219011
SITE PERMIT REVIEW
FOR:
HOME2+TRU
RALEIGH, NORTH CAROLINA 27601
PROJECT NUMBER: DPA-17010
Construction Documents

6�op Administrative City of Raleigh
f �y Development Services Department
One Exchange Plaza
'`•yo\ ire Approval Action Raleigh, NC 27602
CAR°y
Case File / Name: ASR-0053-2019 (sral 9hnc.go2
[e-mail]
HOME2 + TRU RALEIGH www.raleighnc.gov
LOCATION: This .51 acre site zoned DX-12-UG-CU (Z-42-14) is located at 603 S. Wilmington
Street, on the southeast corner of the intersection of East Lenoir Street and South
Wilmington Street.
REQUEST: Development of a 187,332 gross square foot, 186 unit hotel with office space with
associated site improvements.
One Administrative Alternate has been approved by the Planning Director, and two
Design Adjustments have been approved by the Board of Adjustment for this
project, noted below.
AAD-1-20 - Adjustment of the Build -To requirements of (1.5.2), and Building
Massing standards of (3.3.3) (AAD-1-20).
BOA-0038-2019 - Variance to the 10' minimum sidewalk width (11.2.2 E), relief
from the minimum distances required between driveways and intersections (9.5),
relief from the uncovered amenity area (1.5.3), relief from the minimum 10' width of
amenity areas (1.5.3), partial relief from the required adjacency of amenity areas to
the public sidewalk (1.5.3), and relief from compact parking space standards of
(7.1.6 B2).
A-148-2019 - Relief from forward motion of of ingress and egress (8.3.5 A 3), relief
from right of way width requirements of both streets (8.4.6 A), relief from minimum
driveway spacing (8.3.5 C 3 c), and relief from the cross access requirements of
8.3.5 D).
DESIGN
ADJUSTMENT(S)/
ALTERNATES, ETC: N/A
FINDINGS: City Administration finds that this request, with the below conditions of
approval being met, conforms to the Unified Development Ordinance. This
approval is based on a preliminary plan dated April 8, 2020 by MCADAMS.
CONDITIONS OF APPROVAL and NEXT STEPS:
This document must be applied to the second sheet of all future submittals except for final plats. This is a
preliminary plan and as such no permits have been issued with this approval. To obtain permits and/or
completion of the project, the following steps are required:
21 SITE PERMITTING REVIEW - For land disturbance of 12,000 square feet or greater, public or private
infrastructure, shared stormwater devices, etc. Site Permitting Review may be submitted upon receipt of this
signed approval document.
The following items are required prior to approval of Site Permitting Review plans:
General
1. The streetscape shall meet the requirements of the downtown master plan. The scoring of the
sidewalk must be provided. It will be confirmed at site permitting review.
Engineering
ASR-0053-2019 HOME2 + TRU RALEIGH
Administrative
Approval Action
Case File / Name: ASR-0053-2019
HOME2 + TRU RALEIGH
The following items must be approved prior to the issuance of building permits:
General
1. A demolition permit shall be obtained.
1
City of Raleigh
Development Services Department
One Exchange Plaza
Raleigh, NC 27602
[phone]
[e-mail]
www.raleighnc.gov
2. A recombination map shall be recorded prior to or in conjunction with the recording of lots,
recombining the existing lots into a single tract.
3. Prior to grading and/or demolition two existing buildings shall be relocated and the completion of an
Archeological survey (Z-42-14, #7)
4. Comply with all conditions of Z-42-14.
Engineering
5. A public infrastructure surety shall be provided to the City of Raleigh Development Services —
Development Engineering (UDO 8.1.3).
6. A right-of-way obstruction permit shall be obtained from Right-of-way Services for any construction
activity within the right-of-way.
Public Utilities
7. A plat must be recorded at the Wake County Register of Deeds office for all utility easement
dedications.
Stormwater
8. A surety equal to 125% of the cost of the construction of a stormwater device shall be paid to the
Engineering Services Department (LIDO 9.2.2.D.1.d).
9. A payment equal to twenty-four percent (24%) of the estimated cost of constructing all stormwater
control facilities shown on the development plans shall be paid by the developer to the City
stormwater facility replacement fund (UDO 9.2.2.G.3).
10. All stormwater control measures and means of transporting stormwater runoff to and from any
nitrogen and stormwater runoff control measures shall be shown on all plats for recording as private
drainage easements (LIDO 9.2).
11. An encroachment agreement for Stormwater pipes within the public right-of-way shall be approved
by City Council and the City Council approved encroachment agreement shall be filed with the
Development Services Department, and the encroachment agreement shall be recorded with the
Wake County Register of Deeds. A recorded copy of these documents must be provided to the
Development Services Department.
Urban Forestry
ASR-0053-2019 HOME2 + TRU RALEIGH
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°F Administrative City of Raleigh
Development Services Department
/� Action
One Exchange Plaza
Approval Action Raleigh, NC 27602
[phone]
Case File / Name: ASR-0053-2019 [e-mail]
HOME2 + TRU RALEIGH www.raleighnc.gov
2. A right-of-way obstruction permit must be obtained from Right-of-way Services prior to the
commencement of any construction activities within the right-of-way.
Stormwater
3. A nitrogen offset payment must be made to a qualifying mitigation bank (UDO 9.2.2.13)
4. A surety equal to of the cost of clearing, grubbing and reseeding a site, shall be paid to the City
(UDO 9.4.4).
5. A stormwater control plan with a stormwater operations and maintenance manual and budget shall
be approved (UDO 9.2).
0 LEGAL DOCUMENTS - Email to [e-mail]. Legal documents must be
approved, executed, and recorded prior to or in conjunction with the recorded plat on which the associated
easements are shown. Copies of recorded documents must be returned to the City within one business day
of recording to avoid withholding of further permit issuance.
121 Sidewalk Easement Required I I I Transit Easement Required
0 RECORDED MAP(S) - Submit plat to record new property lines, easements, tree conservation areas,
etc.). Plats may be submitted for review when the Site Permitting Review plans, if required, have been
deemed ready for mylar signature.
The following items must be approved prior to recording the plat:
Engineering
1. A sidewalk deed of easement for any public sidewalk on private property shall be approved by City
staff, and the location of the easement shall be shown on the map approved for recordation. The
deed of easement shall be recorded at Wake County Register of Deeds within one day of
recordation of the plat. A recorded copy of this document shall be provided to the Development
Services Department within one day from authorization of lot recordation. If a recorded copy of this
document is not provided, further recordings and building permit issuance will be withheld.
Transportation
2. A transit deed of easement shall be approved by City staff and the location of the easement shall be
shown on a plat approved for recordation. The deed of easement shall be recorded at Wake County
Register of Deeds within one day of recordation of the recorded plat. A recorded copy of this
document must be provided to the Development Services Department within one day from
authorization of lot recording. If a recorded copy of the document is not provided, further recordings
and building permit issuance will be withheld.
0 BUILDING PERMITS - For buildings and structures shown on the approved plans. Commercial building
permit plans must include the signed, approved Site Permitting Review plans attached, if applicable. Permit
sets may be reviewed prior to the recordation of required plats, but cannot be approved.
ASR-0053-2019 HOME2 + TRU RALEIGH
2
4 �F Administrative City of Raleigh
Development Services Department
One Exchange Plaza
Approval Action Raleigh,
INC 27602
Case File / Name: ASR-0053-2019 (9ral 9hnc.go2
[e-mail]
HOME2 + TRU RALEIGH www.raleighnc.gov
12. A tree impact permit must be obtained for the approved streetscape tree installation in the right of
way. This development proposes (2) street trees along S. Wilmington St. and (5) street trees along
Lenoir St. All (7) street trees are in tree pits.
The following are required prior to issuance of building occupancy permit:
General
1. All street lights and street signs required as part of the development approval are installed.
2. Required public right-of-way infrastructure improvements shall be, at a minimum, sufficiently
completed to provide the necessary, safe emergency and vehicular access.
Stormwater
3. As -built drawings and associated forms for all Stormwater devices are accepted by the Engineering
Services Department (UDO 9.2.2.D.3).
EXPIRATION DATES: The expiration provisions of UDO Section 10.2.8 E, including the ability to
request extensions in the expiration date, apply to this site plan. If significant
construction has not taken place on a project after administrative site review
approval, that approval may expire and be declared void, requiring re -approval before
permits may be issued. To avoid allowing this plan approval to expire the following
must take place by the following dates:
3-Year Expiration Date: May 14, 2023
Obtain a valid building permit for the total area of the project, or a phase of the
project.
4-Year Completion Date:
Within four years after issuance of the first building permit for the site plan, the
construction of the entire site plan must be completed unless an applicant has
been granted vested rights. Failure to complete construction within this specified
time frame shall automatically void the approved site plan for which no building
permits have been issued.
I hereby certify this administrative decision.
Signed:Date:
Development Services Dir/Designee
Staff Coordinator: Michael Walters
ASR-0053-2019 HOME2 + TRU RALEIGH
05/14/2020
4
SITE PERMIT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations. This approval of
this electronic document is only valid if the document has not been modified and the digital
signature below is valid:
DUDA I PAINE
ARCHITECTS
OWNER
Narsi Properties
10020 Sellona Street, Suite 100
Raleigh, NC 27617
ARCHITECT
Duda I Paine Architects, PA
333 Liggett Street
Durham, NC 27701
CIVIL ENGINEER
McAdams
2905 Meridian Parkway,
Durham, NC 27713
STRUCTURAL ENGINEER
Scalene Design
555 Fayetteville St I Suite 300
Raleigh, NC 27601
MEP ENGINEER
Barrett Woodyard
2301 Rexwoods Drive, Suite 108,
Raleigh, NC 27607
FIRE PROTECTION
Allied Fire Protection
80 Rupert Rd.
Raleigh, NC 27603
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This document is the product and exclusive property of
Duda I Paine Architects, PA. Neither the document nor the
information it contains may be copied, disclosed to others or used
in connection with any work or project other than the specific
project for which they have been prepared and developed
without the written consent of Duda I Paine Architects, PA.
© Copyright 2020 Duda I Paine Architects, PA
MARK DATE DESCRIPTION
1 PROJECT NUMBER: 21901 1
ADMINISTRATIVE
APPROVAL LETTER
C0600
Construction Documents
CITY OF RALEIGH DEVELOPMENT APPROVAL
CITY OF RALEIGH REVIEW OFFICER

ADMINISTRATIVE ALTERNATES %AAD-1 -20
1. ADMINISTRATIVE ALTERNATE GRANTED FOR UDO SECTIONS 1.5.6. BUILD -TO.
2. ADMINISTRATIVE ALTERNATE GRANTED LIDO SECTION 3.3.3. BUILDING MASSING ALONG S WILMINGTON
ST AND E LENOIR ST.
DESIGN ADJUSTMENTS (BOA-0038-2019)
APPROVED AS NOTED:
• A REQUEST FOR A VARIANCE FROM THE REQUIREMENT SET FORTH IN SECTION 11.2.2.E. OF THE
RALEIGH STREET DESIGN MANUAL THAT THE MINIMUM 10' SIDEWALK DIMENSION WIDTH NOT CONTAIN
ANY OBSTACLES IN ORDER TO CONSTRUCT A SIDEWALK ALONG LENOIR STREET OBSTRUCTED BY
SUPPORT COLUMNS;
• A 120' VARIANCE AND A 90' VARIANCE FROM THE MINIMUM DISTANCE REQUIREMENTS SET FORTH IN
SECTION 9.5. OF THE RALEIGH STREET DESIGN MANUAL, WHICH REQUIRES DRIVEWAYS ON A MAJOR
STREET TO BE LOCATED AT LEAST 200' FROM THE INTERSECTION WITH A MIXED -USE STREET IN
ORDER TO CONSTRUCT A DRIVEWAY ON S WILMINGTON ST THAT IS 80' FROM THE INTERSECTION OF
LENOIR ST AND 110' FROM THE INTERSECTION OF SOUTH ST;
• A VARIANCE FOR COMPLETE RELIEF FROM SECTION OF THE UNIFIED DEVELOPMENT ORDINANCE WHICH
PROHIBITS AMENITY AREA IN THE DX- DISTRICT FROM BEING COVERED;
• A VARIANCE TO SECTION 1.5.3. OF THE UNIFIED DEVELOPMENT ORDINANCE WHICH STATES THAT
OUTDOOR AMENITY AREA MUST BE AT LEAST 10 FEET IN WIDTH AND LENGTH AND A VARIANCE TO THE
REQUIREMENT THAT AMENITY AREA FOR A GENERAL BUILDING OR MIXED USE BUILDING IN THE DX -
DISTRICT THAT IS 50% OR MORE NON-RESIDENTIAL IN FLOOR AREA BE LOCATED CONTIGUOUS TO THE
PUBLIC SIDEWALK AND BE VISUALLY PERMEABLE FROM THE PUBLIC RIGHT-OF-WAY TO ALLOW A
PORTION OF THE REQUIRED OUTDOOR AMENITY AREA TO BE LOCATED ON A SIXTH -FLOOR TERRACE
ADJACENT TO BOTH THE LENOIR AND WILMINGTON STREETS RIGHT OF WAY, WITH THE PORTION OF
SUCH UNCOVERED TERRACE ALONG LENOIR STREET BEING 8.25' IN UNCOVERED WIDTH;
• A VARIANCE TO SECTION 7.1.6.B.2 OF THE UNIFIED DEVELOPMENT ORDINANCE WHICH STATES A
MAXIMUM OF 30% OF THE PARKING SPACES WITHIN A STRUCTURED PARKING FACILITY MAY BE
COMPACT SPACES AND THAT NO MORE THAN 2 COMPACT SPACES MAY ABUT EACH OTHER TO ALLOW
A MAXIMUM OF 35% OF SPACES PROVIDED IN EXCESS OF UDO REQUIREMENTS TO BE COMPACT
PARKING SPACES AND THAT THOSE COMPACT SPACES BE LIMITED TO FOUR CONTIGUOUS SPACES IN
ORDER TO CONSTRUCT 207,304 SQUARE FOOT GENERAL BUILDING FOR OFFICE AND HOTEL USES ON
A ACRE PROPERTY ZONED AND LOCATED AT 114 E. LENOIR, 112 LENOIR AND 603 S. WILMINGTON.
DESIGN ADJUSTMENTS CA-148-19�
APPROVED AS NOTED:
• A REQUEST FOR A DESIGN ADJUSTMENT FOR COMPLETE RELIEF FROM THE REQUIREMENT SET FORTH
IN SECTION 8.3.5.A.3. THAT VEHICLES INGRESS AND EGRESS THE SITE IN A FORWARD MOTION;
• A 28' DESIGN ADJUSTMENT FROM THE RIGHT-OF-WAY WIDTH REQUIREMENTS FOR SOUTH WILMINGTON
STREET AN AVENUE 4-LANE, PARALLEL PARKING STREET, SET FORTH IN SECTION 8.4.6.A. OF THE
UNIFIED DEVELOPMENT ORDINANCE TO RETAIN THE EXISTING TRAVELWAY AND A RIGHT-OF-WAY WIDTH
OF 66';
• A 3.5' DESIGN ADJUSTMENT FROM THE RIGHT- OF -WAY WIDTH REQUIREMENTS FOR LENOIR STREET A
MAIN STREET, PARALLEL PARKING STREET, SET FORTH IN SECTION 8.4.5.D. TO RETAIN THE EXISTING
TRAVELWAY AND A RIGHT-OF-WAY WIDTH OF 66';
• A 166' DESIGN ADJUSTMENT AND A 182' DESIGN ADJUSTMENT FROM THE MINIMUM DRIVEWAY SPACING
REQUIREMENT SET FORTH IN UDO SECTION 8.3.5.C.3.C, WHICH REQUIRES AT LEAST 200' BETWEEN
DRIVEWAYS TO INSTALL A DRIVEWAY ONTO S WILMINGTON ST WITH A MINIMUM SPACING OF 34' AND A
DRIVEWAY ONTO E LENOIR ST WITH A MINIMUM SPACING OF 18', RESPECTIVELY;
• A DESIGN ADJUSTMENT FOR COMPLETE RELIEF FROM THE CROSS -ACCESS REQUIREMENTS OF SECTION
8.3.5.D.
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SITE PLAN NOTES:
1. ALL CONSTRUCTION SHALL CONFORM TO THE LATEST CITY OF RALEIGH AND/OR NCDOT STANDARDS AND
SPECIFICATIONS.
2. ALL DIMENSIONS SHOWN ON SITE PLAN ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
3. 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.
4. 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 THE SUBSTITUTION OF ALTERNATE
EQUIPMENT.
5. 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.
6. EXISTING IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED/RESTORED TO THEIR
ORIGINAL CONDITION OR TO THE SATISFACTION OF THE OWNER BY THE CONTRACTOR RESPONSIBLE FOR
THE DAMAGE.
7. 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.
8. CONTRACTOR IS RESPONSIBLE FOR COORDINATING CONSTRUCTION ACTIVITIES WITH THE APPROPRIATE
UTILITY COMPANIES FOR ANY REQUIRED RELOCATION (I.E. POWER POLES, TELEPHONE PEDESTALS, WATER
METERS, ETC.).
9. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL SCHEDULE AND ATTEND A
PRE -CONSTRUCTION CONFERENCE WITH CITY OF RALEIGH STORMWATER AND EROSION CONTROL
DEPARTMENT FOR EROSION CONTROL AND ENGINEERING INSPECTIONS PRIOR TO ANY WATER OR SEWER
ABANDONMENT, REMOVAL OR INSTALLATIONS.
GENERAL NOTES:
1. OWNER RESERVES RIGHT TO ADJUST SITE IMPROVEMENTS AND MODIFY BUILDING
FOOTPRINTS FROM THOSE SHOWN ON THIS PLAN.
2. PRIOR TO BEGINNING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL SCHEDULE AND
ATTEND A PRE -CONSTRUCTION CONFERENCE WITH THE CITY OF RALEIGH PUBLIC WORKS,
ENGINEERING INSPECTIONS DEPARTMENT [phone], AND A REPRESENTATIVE OF
THE ENGINEER AND OWNER.
3. CONSTRUCTION, MAINTENANCE AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE
RESPONSIBILITY OF THE SITE CONTRACTOR, AFTER PERMISSION BY EROSION CONTROL
INSPECTOR.
4. 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 BETWEEN ACTUAL FIELD CONDITIONS AND THE
PLANS SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE AND ENGINEER
IMMEDIATELY.
STORM DRAINAGE NOTES:
1. ALL STORM DRAINAGE PIPES SHOWN ARE TO BE CLASS III REINFORCED CONCRETE (RCP)
UNLESS NOTED OTHERWISE.
2. ALL STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST CITY
OF RALEIGH AND NCDOT 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 GEOTECHNICAL ENGINEER 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.
DEMOLITION NOTES:
1. THE INFORMATION SHOWN WAS TAKEN FROM DESIGN DRAWINGS AND FIELD SURVEY WHEREVER
POSSIBLE. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE
REPORTED TO THE ENGINEER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR
SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS, AND DIMENSIONS
SHOWN HEREON BEFORE BEGINNING CONSTRUCTION.
2. THE LOCATIONS OF ALL UTILITIES SHOWN ON THIS PLAN ARE BASED ON THE BEST AVAILABLE
INFORMATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF UTILITIES WITH THE
UTILITY OWNERS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
3. ALL DEMOLITION MATERIAL WILL BE REMOVED FROM THE SITE AND DISPOSED OF IN A
PROPER LOCATION AND METHOD AS DESIGNATED BY THE LOCAL AUTHORITIES.
4. CONTRACTOR SHALL NOTIFY NC811 (811 OR 800-632-4949) AT LEAST 3 FULL BUSINESS
DAYS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES
LOCATED. CONTRACTOR TO CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR
SERVICES INDEPENDENT OF "NC811". REPORT ANY DISCREPANCIES TO THE ENGINEER
IMMEDIATELY.
5. CONTRACTOR IS RESPONSIBLE FOR COORDINATING CONSTRUCTION ACTIVITIES WITH THE
APPROPRIATE UTILITY COMPANIES FOR ANY REQUIRED RELOCATION (I.E. POWER POLES,
TELEPHONE PEDESTALS, WATER METERS, ETC.).
6. THE CONTRACTOR SHALL, AT ALL TIMES, KEEP THE PREMISES AND ADJACENT ROADWAYS FREE
FROM ACCUMULATIONS OF WASTE MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMPLOYEES
OR HIS WORK. ALL DEBRIS SHALL BE REMOVED FROM THE PROJECT SITE ON A DAILY BASIS.
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. CONTRACTOR SHALL NOTIFY "NC811" (81 1) 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
"NC81 1 ". REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
5. PRIOR TO BEGINNING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL SCHEDULE AND ATTEND A
PRE -CONSTRUCTION CONFERENCE WITH THE CITY OF RALEIGH STORMWATER AND EROSION CONTROL
DEPARTMENT, THE ENGINEER AND A REPRESENTATIVE OF THE OWNER.
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. THESE SOILS SHALL BE
COMPACTED TO THE STANDARD PROCTOR MAXIMUM DRY DENSITY UNLESS OTHERWISE RECOMMENDED BY THE
GEOTECHNICAL ENGINEER.
RALEIGH STANDARD UTILITY NOTES:
1. ALL SEWER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF RALEIGH PUBLIC UTILITIES
DEPARTMENT HANDBOOK, CURRENT EDITION (INCLUDING STANDARDS AND SPECIFICATIONS).
2. UTILITY SEPARATION REQUIREMENTS:
2.1. A DISTANCE OF 100' SHALL BE MAINTAINED BETWEEN SANITARY SEWER AND ANY PRIVATE OR
PUBLIC WATER SUPPLY SOURCE SUCH AS N IMPOUNDED RESERVOIR USED AS A SOURCE OF
DRINKING WATER. IF ADEQUATE LATERAL SEPARATION CANNOT BE ACHIEVED, FERROUS
SANITARY SEWER PIPE SHALL BE SPECIFIED AND INSTALLED TO WATERLINE SPECIFICATIONS.
HOWEVER, THE MINIMUM SEPARATION SHALL NOT BE LESS THAN 25' FROM A PRIVATE WELL OR
50' FROM A PUBLIC WELL.
2.2. WHEN INSTALLING WATER AND/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 AND MUST BE
APPROVED BY THE PUBLIC UTILITIES DIRECTOR. ALL DISTANCES ARE MEASURED FROM OUTSIDE
DIAMETER TO OUTSIDE DIAMETER.
2.3. WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER
PASSES OVER A WATER MAIN, DIP MATERIALS OR STEEL ENCASEMENT EXTENDED 10' ON EACH
SIDE OF CROSSING MUST BE SPECIFIED AND INSTALLED TO WATERLINE SPECIFICATIONS.
2.4. 5' MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEEN ALL SANITARY SEWER AND STORM
SEWER FACILITIES UNLESS DIP IS SPECIFIED FOR SANITARY SEWER.
2.5. MAINTAIN 18" MINIMUM VERTICAL SEPARATION AT ALL WATERMAIN AND RCP STORM DRAIN
CROSSINGS; MAINTAIN 24" MINIMUM VERTICAL SEPARATION AT ALL SANITARY SEWER AND RCP
STORM DRAIN CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP
MATERIALS AND A CONCRETE CRADLE HAVING 6" MIN. CLEARANCE (REF: CORPUD DETAILS W-41
& S-49)
2.6. ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER AND SEWER FACILITIES WITH 18"
MINIMUM VERTICAL SEPARATION REQUIRED.
3. ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW AND APPROVAL OF AN AMENDED PLAN
AND OR PROFILE BY THE CORPUD PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER AND SEWER SERVICE TO EXISTING RESIDENCES
AND BUSINESSES THROUGHOUT CONSTRUCTION OF PROJECT. ANY NECESSARY SERVICE
INTERRUPTIONS SHALL BE PRECEDED BY A 24-HOUR ADVANCE NOTICE TO THE CORPUD.
5. 3.0' MINIMUM COVER IS REQUIRED ON ALL WATER MAINS AND SEWER FORCEMAINS. 4.0' MINIMUM
COVER IS REQUIRED ON ALL RE -USE MAINS..
6. IT IS THE DEVELOPER'S RESPONSIBILITY TO ABANDON OR REMOVE EXISTING WATER AND SEWER
SERVICES NOT BEING USED IN REDEVELOPMENT OF A SITE UNLESS OTHERWISE DIRECTED BY THE
CORPUD. THIS INCLUDES ABANDONING TAP AT MAIN AND REMOVAL FROM R.O.W. OR EASEMENT
PER CORPUD HANDBOOK PROCEDURE.
7. INSTALL PROPERLY SIZED WATER SERVICES WITH METERS LOCATED AT R.O.W. WITHIN A 2'X2' (OR
APPROPRIATE SIZED EASEMENT) IMMEDIATELY ADJACENT. IT IS THE APPLICANT'S RESPONSIBILITY TO
PROPERLY SIZE THE WATER SERVICE FOR EACH CONNECTION TO PROVIDE ADEQUATE FLOW AND
PRESSURE.
8. INSTALL 4" PVC SEWER SERVICES AT 1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT R.O.W.
OR EASEMENT LINE AND SPACED EVERY 100 LF MAX.
9. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI;
BACKWATER VALVES ARE REQUIRED ON ALL 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 AND/OR FEMA FOR ANY RIPARIAN BUFFER, WETLAND AND/OR FLOODPLAIN IMPACTS
(RESPECTIVELY) PRIOR TO CONSTRUCTION.
11. NCDOT ENCROACHMENT AGREEMENTS ARE REQUIRED FOR ANY UTILITY WORK (INCLUDING MAIN
EXTENSIONS AND SERVICE TAPS) WITHIN STATE R.O.W. PRIOR TO CONSTRUCTION.
12. GREASE INTERCEPTOR/OIL WATER SEPARATOR SIZING CALCULATIONS AND INSTALLATION
SPECIFICATIONS SHALL BE APPROVED BY THE CORPUD FOG PROGRAM COORDINATOR PRIOR TO
ISSUANCE OF A BUILDING PERMIT. CONTACT TIM BEASLEY 919.996.2334 OR
TIMOTHY. BEASLEY®RALEIGHNC.GOV 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 ASSE STANDARDS OR BE ON THE UNIVERSITY OF SOUTHERN CALIFORNIA APPROVAL LIST.
THE DEVICES SHALL BE INSTALLED AND TESTED IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATION OR THE LOCAL CROSS -CONNECTION CONTROL PROGRAM, WHICHEVER IS MORE
STRINGENT. CONTACT JOANIE HARTLEY AT 919.996.5923 OR JOANIE.HARTLEY®RALEIGHNC.GOV FOR
MORE INFORMATION.
Know what's below.
Cal I before you dig.
SANITARY SEWER NOTES:
1. ALL SEWER SERVICES IN PUBLIC R.O.W. SHALL BE INSTALLED BY A LICENSED UTILITY
CONTRACTOR.
2. BEFORE COMMENCING ANY EXCAVATION IN ANY HIGHWAY, STREET, PUBLIC SPACE, OR IN
AN EASEMENT, THE NORTH CAROLINA UNDERGROUND DAMAGE PREVENTION ACT REQUIRES
NOTIFICATION OF EACH UTILITY OWNER HAVING U.G. UTILITIES LOCATED IN THE PROPOSED
AREA TO BE EXCAVATED, EITHER ORALLY OR IN WRITING, NOT LESS THAN 2 DAYS NOR
MORE THAN 10 WORKING DAYS PRIOR TO STARTING OF THE INTENT TO EXCAVATE.
3. ANY EXISTING UTILITY APPURTENANCES SHALL NOT BE REUSED ON PROPOSED
IMPROVEMENTS.
4. ALL PROPOSED SEWER ON THIS SITE IS TO BE PRIVATE.
5. ALL 8" SEWER SHALL BE PVC SDR-35 AND ALL 6" SEWER SHALL BE PVC SCH.40
UNLESS OTHERWISE SPECIFIED ON THE PLANS.
6. MINIMUM COVER TO FINISHED GRADE OF 5 FEET IN TRAFFIC AREAS TO BE PROVIDED FOR
ALL COLLECTOR LINES 4 INCHES AND LARGER. IF LESS THAN 5 FEET OR DEEPER THAN
12', DUCTILE IRON PIPE SHALL BE REQUIRED WITH TYPE 1 BEDDING TO A COVER AT A
MIN OF 3 FEET.
7. MINIMUM SLOPE FOR THE 8 INCH SANITARY SEWER COLLECTION LINE IS 0.50% AND THE
MINIMUM SLOPE FOR THE 6 INCH SANITARY SEWER SHALL BE NO LESS THAN 1.0% (WITH
CLEANOUTS EVERY 100 LINEAL FEET).
8. SEWER CLEANOUTS ARE NOT ALLOWED IN DRIVEWAYS, SIDEWALKS AND PARKING LOTS
UNLESS SHOWN OTHERWISE. CLEANOUTS WITHIN ASPHALT PAVED TRAFFIC AREAS SHALL
BE INSTALLED IN TRAFFIC RATED MINI -MANHOLES, DOMESTICALLY CAST.
9. ALL EXISTING UTILITIES ARE SHOWN AT APPROXIMATE LOCATIONS. CONTRACTOR SHALL
VERIFY ACTUAL LOCATION AND DEPTHS IN FIELD PRIOR TO BEGINNING CONSTRUCTION.
10. UTILITY SLEEVES SHALL BE PVC (SCH. 40). INSTALL WITH 2' MINIMUM COVER. CAP AND
MARK BOTH ENDS.
WATER NOTES:
1. WATER TO BE USED DURING CONSTRUCTION SHALL EITHER HAVE A PERMANENT TAP
INSTALLED THROUGH A NEW SERVICE TAP PERMIT, OR A RENTAL OF A HYDRANT METER
SHALL BE SECURED TEMPORARILY; THROUGH THE CITY OF RALEIGH PUBLIC UTILITIES
DEPARTMENT.
2. WATER DESIGN
2.1. PUBLIC WATER SYSTEMS SHALL CONFORM TO PUBLIC DISTRIBUTION SYSTEM
STANDARDS.
2.2. PRIVATE DISTRIBUTION SYSTEMS SHALL HAVE A MASTER METER AND MASTER BACK
FLOW DEVICE.
3. ALL 6" & 8" WATERLINES, SHALL BE DUCTILE IRON PRESSURE CLASS 350 PER CITY OF
RALEIGH STANDARDS. ALL 2" WATERLINE SHALL BE TYPE K-COPPER.
4. ALL MAINS SHALL HAVE A MINIMUM 36" COVER.
5. ALL MAINS SHALL HAVE A TYPE 1 LAYING CONDITIONS (GEOTECHNICAL EVALUATION AND
COMPACTION REPORTS SHALL BE PROVIDED TO ENGINEER WITH AS -BUILT SUBMITTAL)
6. ALL MAINS SHALL HAVE A WORKING PRESSURE OF 150 PSI AND A SURGE PRESSURE OF
300 PSI.
7. SERVICE CONNECTIONS CAN ONLY BE MADE TO A PRESSURIZED PIPE UP TO 12" PER
CORPUD HANDBOOK.
8. REFER TO CORPUD HANDBOOK FOR TESTING AND APPROVAL PROCEDURE PRIOR TO
ACCEPTANCE.
9. PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATER SERVICES EXCEEDING 80 PSI.
10. ALL EXISTING UTILITIES ARE SHOWN AT APPROXIMATE LOCATIONS. CONTRACTOR SHALL
VERIFY ACTUAL LOCATION AND DEPTHS IN FIELD PRIOR TO BEGINNING CONSTRUCTION.
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.
SITE PERMIT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations. This approval of
this electronic document is only valid if the document has not been modified and the digital
signature below is valid:
DUDA I PAINE
ARCHITECTS
OWNER
Narsi Properties
10020 Sellona Street, Suite 100
Raleigh, NC 27617
ARCHITECT
Duda I Paine Architects, PA
333 Liggett Street
Durham, NC 27701
CIVIL ENGINEER
McAdams
2905 Meridian Parkway,
Durham, NC 27713
STRUCTURAL ENGINEER
Scalene Design
555 Fayetteville St I Suite 300
Raleigh, NC 27601
MEP ENGINEER
Barrett Woodyard
2301 Rexwoods Drive, Suite 108,
Raleigh, NC 27607
FIRE PROTECTION
Allied Fire Protection
80 Rupert Rd.
Raleigh, NC 27603
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This document is the product and exclusive property of
Duda I Paine Architects, PA. Neither the document nor the
information it contains may be copied, disclosed to others or used
in connection with any work or project other than the specific
project for which they have been prepared and developed
without the written consent of Duda I Paine Architects, PA.
© Copyright 2020 Duda I Paine Architects, PA
MARK I DATE I DESCRIPTION
PROJECT NUMBER: 21901 1
PROJECT NOTES
Construction Documents
CITY OF RALEIGH DEVELOPMENT APPROVAL
CITY OF RALEIGH REVIEW OFFICER

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I HEREBY CERTIFY THAT THE TOPOGRAPHIC SURVEY SHOWN LEGEND GENERAL NOTES
HEREON IS BASED ON AN ACTUAL FIELD SURVEY MADE UNDER 1. THIS IS A SURVEY OF AN EXISTING PARCEL(S) OF LAND. THIS IS A TOPOGRAPHIC AND
MY SUPERVISION AND ACCURATELY REPRESENTS THE PHYSICAL 061stalBair%* BOUNDARY SURVEY.
FEATURES THEREON AT THE TIME OF THIS SURVEY •** \. CARO��oO EXISTING IRON PIPE ZyflFIRE HYDRANT SD STORM DRAIN PIPE 2. BEARINGS FOR THIS SURVEY ARE BASED ON NC GRID NAD 83(2011).
•••��.•••' SS '••/ � 3. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
••' ;'pF� /O•. ,y•;L '•� 0 IRON PIPE SET ❑T TELEPHONE PEDESTAL OU OVERHEAD UTILITY LINES 4. ZONING: DX-12-UG-CU PER RALEIGH GIS; CHARACTER OVERLAY: HOD-G; LEGACY OVERLAY:
RONALD T. FREDERICK P.L.S. L-4720 �.Q� y� ;
QS SANITARY SEWER MANHOLE OT TELEPHONE MANHOLE DOD PER CITY OF RALEIGH ZONING MAP
_06/0_1/2020--------------- - i SEAL •. = W WATER LINE 5. AREA BY COORDINATE GEOMETRY.
DATE ;•� L-4720 C © SANITARY SEWER CLEANOUT ❑E ELECTRIC BOX SS SANITARY SEWER LINE 6. FLOOD NOTE: THIS PROPERTY IS NOT LOCATED IN A SPECIAL FLOOD HAZARD ZONE. IT IS
�0 0;% _Poo V Z LOCATED IN ZONE 'Y' AS DEFINED BY F.E.M.A F.I.R.M COMMUNITY PANEL #3720170300J DATED
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- 0 ��•' •• WATER VALVE LIGHT POLE MAY 2, 2006.
•� I %00 SUP, Oo � •• � T TELEPHONE LINE
•����j..,6„R,��•••• ® REFER7. UTILITY STATEMENT
SHOWN
WATER METER `� POWER POLE G GAS LINE 8. THE UNDER ROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION
Ii CURB INLET UE UNDERGROUND ELECTRIC AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
Q STORM DRAINAGE MANHOLE UT UNDERGROUND TELEPHONE UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR
ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES
❑ YARD INLET -X X- FENCE LINE SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE
LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS
NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
9. THIS SURVEY PERFORMED AND MAP PREPARED WITHOUT BENEFIT OF A TITLE REPORT. THIS
SURVEY SUBJECT TO ANY FACTS AND EASEMENTS WHICH MAY BE DISCLOSED BY A FULL AND
I I ACCURATE TITLE SEARCH.
10. ELEVATIONS FOR THIS SURVEY ARE BASED ON NAVD 88
BENCH MARK "FIRE HYDRANT TOP NUT" ELEV.= 320.46'
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NARSI DEVELOPMENT RALEIGH LLC
PIN:
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DUDA I PAINE
ARCHITECTS
OWNER
Narsi Properties
10020 Sellona Street, Suite 100
Raleigh, NC 27617
ARCHITECT
Duda I Paine Architects, PA
333 Liggett Street
Durham, NC 27701
CIVIL ENGINEER
McAdams
2905 Meridian Parkway,
Durham, NC 27713
STRUCTURAL ENGINEER
Scalene Design
555 Fayetteville St I Suite 300
Raleigh, NC 27601
MEP ENGINEER
Barrett Woodyard
2301 Rexwoods Drive, Suite 108,
Raleigh, NC 27607
FIRE PROTECTION
Allied Fire Protection
80 Rupert Rd.
Raleigh, NC 27603
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This document is the product and exclusive property of
I Duda I Paine Architects, PA. Neither the document nor the
information it contains may be copied, disclosed to others or used
in connection with any work or project other than the specific
project for which they have been prepared and developed
Iwithout the written consent of Duda I Paine Architects, PA.
I © Copyright 2020 Duda I Paine Architects, PA
I MARK DATE DESCRIPTION
I
I
I I
I ISSl1F DATF- 09/10/9090
GRAPHIC SCALE
0 10 20 40
1 inch = 20 ft.
SITE PERMIT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations. This approval of
this electronic document is only valid if the document has not been modified and the digital
signature below is valid:
CITY OF RALEIGH DEVELOPMENT APPROVAL
CITY OF RALEIGH REVIEW OFFICER
PROJECT NUMBER: 219011
EXISTING CONDITIONS
C1600
Construction Documents

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BE RELOCATED AS BE REMOVED AND y STORM PIPE
TRAF IC SIGNAL BOX AN RETURNED BACK TO \ \ w I CROSSING
NECESSARY* III EXISTI G Tw w
TRAF IC SIGNAL POLE TO COORDINAYE WITH � THE CITY OF \ �I � \ SATE=311.t�4 _
_ REMA N; PROTECT IN\ — ( \ DUKE ENERGY, RALEIGH; ABANDON Fj. -ENO ST ?CP(N)=308.98
P �— _ A S VICE LATERAL AT u \ \ MAIN ,STREET-P(S),3�8.99 0
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RE OCATED. / R OVED ��5 StRY T,i T,i
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REMAIN; PROTECT POWER LINE TO-BL' EX. WATER METER T
SIGNAL/LIGHT POLE AND / o
EX. POWER POLE TO IN PLACE / REMOVED BE REMOVED AND
— — — = J� REMAIN;
ROUND ELECTRIC PLACE
TO E BE REMOVED / $� X'POWER POLE 0 RETURNED BACK /
REM4YIN; PROTECT IN PL CE OF
SAWCUT AN[� __ — — — / BE REMOVED THE CITY
� _ — — —_ __ _ RALEIGH; ABA ON
_ REPLACE EXISTING /� no — _ = L — — == — —_ _ SERVICE LAT AL A
ASPHALT PER CITY ' f — - —/�0 no/� f =gyp — �- MAIOF RALEIGH 1 1 L 4'27" E_
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EX. WATE METE TO —
I BE REM0 D AN w RaVE S INSIDE 35.00' 70.53' _
I— -I RETURNE BACK IITO I a PROPERTY; ANDON — _
II I THE CITY OF GAS SERVICE IN ROW
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SERVICE LAFR"-AT .L �� _ SOTANDARDSMAIN R�SNC \ �� 1 I A
Ld THE WAT RIMAIN
\ I EX. P$ING KIOSK I
B �OF-WAYIEX. BRICK WALLTO RIGHT
IBE REMOVED EX. PROPERTY LINE TO MOVED
I\ TO BE ABANDONED
EX. OVERHEAD I + \ I III
POWER LINES TO BE EX. WATER SERVICE EX. SIGN TO BE
F REMOVED rl EX. BOLLARDS TO BE LATERALS TO E REMOVED 1 I I
I ��b It \ REMOVED REMOVED ON� I I I I
GENERAL BAPTIST STATE CONVE TI N I
I PIN:1703763353 I \ EX. ASPHALT PRIVATE SI
C�RB TO B II I f I I D.B. 957, PG. 581 II PARKING LOT TO B (o WATER METER TYP.) I I I
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EX BACKFLOW PREVENTER TO BE o 'Yl x / `+�I I N/F
REMOVED; REMOVE WATER 3 RAIL PTISTI NA SI D VELOPMENT RALEIGH o MCDONALDS REAL
I� SERVICE LATERAL UNDER TAT E CO ENTION I LLC �I I ESTATE CO
I PROPOSED BUILDING FOOTPRINT I I PIN:170 63353� x I PIN 1703764322 & 31 I PIN:1703765313
I I REMOVED LIGHT TO E / I.B. 1789 G. 535 1703764352 I 118 E. LENOIR ST.
II I I I EX EX RAILING TO BE I I % 3,66�4 Q.FT. I PG. 2565 � I c, D.B. 14479, PG. 2287
CLEAN(�,1. ND EWER II I ` -�, BUILDING REMOVED N x 0.17 AC. `rI
/ 0.0 C. A 335 SQ.FT. o
ASSO�
SERVICIA LATERSEWER01 11� 1 � I I � _ � I // � � � �V ❑ Ili
REMOD PER CITY 0 I -EX STORM DRAIN TOI o
RALEI STANDARD�I I I BE REMOVED 6y
I I I II I I A A � EX. PROPERTY LINE III I I
TO BE ABANDONED
I# I EXI N 1 v I EX. BUILDING TO BE II I I
I I *iIG - W Y r i REMOVED 1
� � I � � � % � � � " EX. VEGEATATION TO
\ BE REMOVED �l I I
EX. MECHANICAL I I I
I /EX. BRIC WALL TO 1 :1 EQUIPMENT TO BE 1
E.A.EX. W�OD FENCE TO II 1
1/ BE iEMO ED Ill I I �L REMOVED I J BE REV
I I I
,�I r
I 1 SAW CUT CURB AND I — _ — — 105_00_ —` 3 01
I I i GUTTER l — — — — " p7 crz� • ��c Q0,/T�r,�l — — — .— — — Ste. 69W80_ _ —EX:- FENCE IQ aL — — _ — - -
I I N / l EX. BRICK VENTS TO REMOVED ------- --------_ - — —
--- — --- — — — —
I P I I I II I BE REMOVED EX. SANITARY SEWER — — — — — — — — _ — — _
I— CLEANOUT AND J
z F II I I I I EX. BLOCKE RETAINING ASSOCIATED SEWER
OBI I I
I N I SERVICE LATERAL TO BE
L-REMOVED REMOVED PER CITY OF I
I / T 1 14 I I = — \ RALEIGH STANDARDS N/F
L_ I I E-4 a F I I 1� 1 N/F I MCDONALDS REAL I
MCDONALDS REAL ESTATE CO J I N/F
ESTATE CO PIN:1703764221 I-
II I PIN:1703763211 111 E. SOUTH ST. MCDONALDS REAL
I I � I I ESTATE CO
Q101E. SOUTH ST. D.B. 14479, PG. 2287 PIN:1703764280
a Pal D.B. 14479, PG. 2287 I I 117 E. SOUTH ST. I
D.B. 14479, PG. 2287
H�;�� I
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—M M M M�I — — — — — — — — — — — — — — — — —
3
I EXISTING —M M M M M
Ee SOUTH ST M M
3 (66' PUBLIC R/W)
SS S!--
SS SS —
sS SS — -------
DEMOLITION LEGEND
TREE
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.
DEMOLITION NOTES:
1. CONTRACTOR SHALL COORDINATE WITH UTILITY PROVIDERS FOR THE
REMOVAL/RELOCATION OF ALL UTILITIES ON SITE.
2. EXISTING UTILITIES SHOWN FOR DEMOLITION MAY VARY FROM EXISTING CONDITIONS.
ATTENTION CONTRA C TORS
The Construction Contractor responsible for the extension of water,
sewer, and/or reuse, as approved in these plans, is responsible for
contactina the Public Works Department at [phone].
and the Public Utilities Department at [phone] at least
twenty four hours prior to beginning any of their construction.
Failure to notify both City Departments in advance of beginning
construction, will result in the issuance of monetary fines, and require
reinstallation of any water or sewer facilities not inspected as a result
of this notification failure.
Failure to call for Inspection, Install a Downstream Plug, have
Permitted Plans on the Jobsite, or any other Violation of City of
Raleigh Standards will result in a Fine and Possible Exclusion from
future work in the City of Raleigh.
Know what's b@IOW.
Cal I before you dig.
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.
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0
GRAPHIC SCALE
0 10 20 40
finch =20ft.
SEE SHEET CO.01 FOR ALL PROJECT, SITE,
GRADING, STORM DRAINAGE, AND UTILITY NOTES
ALL CONSTRUCTION SHALL CONFORM WITH THE
LATEST5 VERSION OF THE CITY OF RALEIGH AND
NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS.
SITE PERMIT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations. This approval of
this electronic document is only valid if the document has not been modified and the digital
signature below is valid:
DUDA I PAINE
ARCHITECTS
OWNER
Narsi Properties
10020 Sellona Street, Suite 100
Raleigh, NC 27617
ARCHITECT
Duda I Paine Architects, PA
333 Liggett Street
Durham, NC 27701
CIVIL ENGINEER
McAdams
2905 Meridian Parkway,
Durham, NC 27713
STRUCTURAL ENGINEER
Scalene Design
555 Fayetteville St I Suite 300
Raleigh, NC 27601
MEP ENGINEER
Barrett Woodyard
2301 Rexwoods Drive, Suite 108,
Raleigh, NC 27607
FIRE PROTECTION
Allied Fire Protection
80 Rupert Rd.
Raleigh, NC 27603
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This document is the product and exclusive property of
Duda I Paine Architects, PA. Neither the document nor the
information it contains may be copied, disclosed to others or used
in connection with any work or project other than the specific
project for which they have been prepared and developed
without the written consent of Duda I Paine Architects, PA.
© Copyright 2020 Duda I Paine Architects, PA
MARK I DATE I DESCRIPTION
PROJECT NUMBER: 21901 1
DEMOLITION PLAN
C1601
Construction Documents
CITY OF RALEIGH DEVELOPMENT APPROVAL
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SITE PLAN NOTES
1. RIGHT-OF-WAY SHALL BE CLEARED AND GRUBBED WITHIN 50' OF ALL MINOR RESIDENTIAL, RESIDENTIAL, AND RESIDENTIAL COLLECTOR
INTERSECTIONS.
2. WITHIN THE AREA OF ABOVE DEFINED SIGHT TRIANGLE, THERE SHALL BE NO SIGHT OBSTRUCTING OR PARTLY OBSTRUCTING WALL,
FENCE, SIGN, FOLIAGE, BERMS, OR PARKED VEHICLES BETWEEN THE HEIGHTS OF 24 INCHES AND EIGHT FEET ABOVE THE CURB LINE
ELEVATION OR THE NEAREST TRAVELED WAY IF NO CURBING EXISTS.
3. MULTIWAY STOP CONTROL WILL NOT BE USED AT ANY PUBLIC STREET INTERSECTION WITHOUT THE EXPRESS, WRITTEN CONSENT OF
THE CITY TRAFFIC ENGINEER.
4. ALL CONSTRUCTION SHALL CONFORM TO THE LATEST CITY OF RALEIGH AND/OR NCDOT STANDARDS AND SPECIFICATIONS.
5. ALL DIMENSIONS SHOWN ON SITE PLAN ARE TO FACE OF CURB UNLESS OTHERWISE NOTED.
6. 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.
7. 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 THE
SUBSTITUTION OF ALTERNATE EQUIPMENT.
8. 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.
9. EXISTING IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED/RESTORED TO THEIR ORIGINAL CONDITION OR TO THE
SATISFACTION OF THE OWNER BY THE CONTRACTOR RESPONSIBLE FOR THE DAMAGE.
10. 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. THESE SOILS SHALL BE COMPACTED TO STANDARD PROCTOR MAXIMUM DRY
DENSITY OR AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER.
11. 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.
12. CONTRACTOR SHALL NOTIFY "NC 811" (811 OR 800-632-4949) AT LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING
CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR TO CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC 811". REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
13. CONTRACTOR IS RESPONSIBLE FOR COORDINATING CONSTRUCTION ACTIVITIES WITH THE APPROPRIATE UTILITY COMPANIES FOR ANY
REQUIRED RELOCATION (I.E. POWER POLES, TELEPHONE PEDESTALS, WATER METERS, ETC.).
14. 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.
15. PRIOR TO STARTING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL HOLD A PRE -CONSTRUCTION CONFERENCE WITH CITY OF
RALEIGH STORMWATER AND EROSION CONTROL DEPARTMENT FOR EROSION CONTROL AND ENGINEERING INSPECTIONS PRIOR TO ANY
WATER OR SEWER ABANDONMENT, REMOVAL OR INSTALLATIONS.
16. 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.
17. PARKING DECK WILL NOT BE VISIBLE FROM THE STREET. SEE ARCHITECTURE PLANS FOR LAYOUT.
18. STREET TREES LOCATED WITHIN SIGHT DISTANCE TRIANGLES SHALL BE LIMBED TO A MINIMUM OF 8 FEET ABOVE FINISHED GRADE.
19. SIGHT DISTANCE TRIANGLES ARE MEASURED FROM EDGE OF NEAREST TRAVEL LANE TO ACCOUNT FOR ON -STREET PARKING/LOADING.
EX. RIGHT-OF-WAY
EX. RIGHT-OF-WAY
TO REMAIN IN
TO REMAIN IN
WILLIAM CHRISTMAS
WILLIAM CHRISTMAS
PLAN DISTRICT
PLAN DISTRICT
p
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GRAPHIC SCALE
0 10 20 40
1 inch = 20 ft.
CONTRACTOR SHALL NOTIFY "NC81111 (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
"NC81111. REPORT ANY DISCREPANCIES TO THE ENGINEER
IMMEDIATELY.
DUDA I PAINE
ARCHITECTS
OWNER
Narsi Properties
10020 Sellona Street, Suite 100 1
Raleigh, NC 27617
Duda I Paine Architects, PA
333 Liggett Street
Durham, NC 27701
CIVIL ENGINEER
McAdams
2905 Meridian Parkway,
Durham, NC 27713
STRUCTURAL ENGINEER
Scalene Design
555 Fayetteville St I Suite 300
Raleigh, NC 27601
MEP ENGINEER
Barrett Woodyard
2301 Rexwoods Drive, Suite 108,
Raleigh, NC 27607
FIRE PROTECTION
Allied Fire Protection
80 Rupert Rd.
Raleigh, NC 27603
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ACCESSIBLE ROUTE
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CENTERLINE
HEAVY DUTY
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OUTDOOR AMENITY AREA LEGEND
AMENITY AREA
SITE AREA = 22,009 SF
REQUIRED AMENITY AREA = 2,450 SF
• 10% OF SITE AREA = 2,200 SF
+50 SF PER EACH FLOOR ABOVE 7 STORIES = 250 SF
PROVIDED AMENITY AREA = 2,484 SF
SEE SHEET CO.01 FOR ALL PROJECT, SITE,
GRADING, STORM DRAINAGE, AND UTILITY NOTES
ALL CONSTRUCTION SHALL CONFORM WITH THE
LATEST VERSION OF THE CITY OF RALEIGH AND
NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS.
SITE PERMIT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations. This approval of
this electronic document is only valid if the document has not been modified and the digital
signature below is valid:
CITY OF RALEIGH DEVELOPMENT APPROVAL
CITY OF RALEIGH REVIEW OFFICER
CN
N
O
This document is the product and exclusive property of
Duda I Paine Architects, PA. Neither the document nor the
information it contains may be copied, disclosed to others or used
in connection with any work or project other than the specific
project for which they have been prepared and developed
without the written consent of Duda I Paine Architects, PA.
© Copyright 2020 Duda I Paine Architects, PA
MARK I DATE I DESCRIPTION
SITE PLAN
C goo
Construction Documents

VARIABLE WIC
ACCESS EASE
15'x2O' TRANSIT ZONE F
ALONG WILMINGTON ST (
6'x10' BUS ST01
APPROXIMATION
EXISTING
RIGHT —OF
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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.
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EXISTING
E. LENOIR ST
MAIN STREET, PARALLEL PARKING
-------------I-------------
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1 inch = 10 ft.
SEE SHEET CO.01 FOR ALL PROJECT, SITE,
HARDSCAPE NOTE: GRADING, STORM DRAINAGE, AND UTILITY NOTES
HARDSCAPE MATERIALS AND INSTALLATION TO ADHERE ALL CONSTRUCTION SHALL CONFORM WITH THE
TO CITY OF RALEIGH STANDARD. LATEST VERSION OF THE CITY OF RALEIGH AND
NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS.
-J66 PUBLIC --R/W)--
(PRIMARY STREET)
SITE LEGEND
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LIGHT POLE
POWER POLE
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CONCRETE
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SITE PERMIT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations. This approval of
this electronic document is only valid if the document has not been modified and the digital
signature below is valid:
CITY OF RALEIGH DEVELOPMENT APPROVAL
CITY OF RALEIGH REVIEW OFFICER
DUDA I PAINE
ARCHITECTS
OWNER
Narsi Properties
10020 Sellona Street, Suite 100
Raleigh, NC 27617
A 01 LU ITCrT
Duda I Paine Architects, PA
333 Liggett Street
Durham, NC 27701
CIVIL ENGINEER
McAdams
2905 Meridian Parkway,
Durham, NC 27713
STRUCTURAL ENGINEER
Scalene Design
555 Fayetteville St I Suite 300
Raleigh, NC 27601
MEP ENGINEER
Barrett Woodyard
2301 Rexwoods Drive, Suite 108,
Raleigh, NC 27607
FIRE PROTECTION
Allied Fire Protection
80 Rupert Rd.
Raleigh, NC 27603
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This document is the product and exclusive property of
Duda I Paine Architects, PA. Neither the document nor the
information it contains may be copied, disclosed to others or used
in connection with any work or project other than the specific
project for which they have been prepared and developed
without the written consent of Duda I Paine Architects, PA.
© Copyright 2020 Duda I Paine Architects, PA
I MARK I DATE I DESCRIPTION I
STREET HARDSCAPE
PLAN
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Construction Documents

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I 141 I I I I I I I I EX=315.98 / ��r- I I { I I ►
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I' F/ o L 1111.J H-S /
312
.k -- - - TH PLANE - - J
/ I I I TSCD- C - - - - i R7'4, z'77"- q�
I - n�f'1 %(1 TT I I I I
i /� LD LD PR=316.20/ - - - - - - - -
FF I I H-S LD LD - - LD LD - - - - - L - - - -
0 co� III - L-W�/ / _ - _ _ UNDERGROUND STORM CD
LD D L J PRS312.50
I
/ I I I I Z I I I I I FILTER VAULT I H_E
1( I I l I RIM=MATCH FINISHED GRADE / I
OF PARKING DECK _ - - - _ Ex=312.50
/ fi I I II I I �_ _ _ - \ / \ 15" RCP (OUT)=310.56 N/F / I H-E ►
/ I I I I �� I / N/F \ 12" RCP (IN)=312.56 MCDONALDS TA ECO EAL I /
MCDONALDSESTATE
\ ESTATE CO
r J / ► N/F
Cl)- I ���^ I --- - _ _ �Jl \ MCDONALDS REAL I
I --I IyI'� r / PIN:1703763211 ► v 111 E. SOUTH ST. I / ESTATE CO
� - II I I / 101 E. SOUTH ST. I D.B. 14479, PG. 2287 I / I PIN:1703764280
a+ II I / D.B. 14479, PG. 2287 �% 117 E. SOUTH I 22 I I I ' D.B. 14479, PG. 2287
�z1.4
I�� ► I
II
► I � w�Wia I / I I � I
I I �ICID� I / ► -
----J I
I \ I I
I
I � zl � I ► I �/ I �V � I
I
/1 I I II
- -I / I �
I i I
/ i I
-M-M ---'T- - - - - - - ---- - 3
j-M M � M M M \
3 M
M t'-�I}I
RIM=3S4.63 En_ EXISTING i M M M M M M M
12"CLAY(N)=305.83 E. SOUTH ST
12"CLAY(E)=304.99 3 -(66' PUBLIC R/W) i
SS SS -------- i
-- --- �s - SS SS - - _
� � SS SS
SS SS /„ SS
SS
SS -
SS
0
GRAPHIC SCALE
0 10 20 40
1 inch = 20 ft.
P.
al
CD
CD
M
Lf)
CD
N
CD
N
N
1
00
CIO
FLARED END SECTION
U
ENDWALL SECTION
CATCH BASIN
DROP INLET
■
STORM SERVICE INLET
•
STORM SERVICE ROOF -DRAIN
O
JUNCTION BOX
DRAINAGE FLOW ARROW
ti
LINE BREAK SYMBOL
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
+ 250.60-MG
MATCH EXISTING GRADE
STORM DRAINAGE
STORM SERVICE LINE
RD RD RD
ROOF DRAIN, 8" ADS
NON -PERFORATED TUBING OR
EQUAL 1.0% MIN. SLOPE 3' MIN.
COVER PVC SCHEDULE 40 IN
TRAFFIC AREAS
TP TP TP
TREE PROTECTION FENCE
LD LD
LIMITS OF DISTURBANCE
WOODED AREA
250
MAJOR CONTOUR
252
MINOR CONTOUR
------ 250-------
EXISTING MAJOR CONTOUR
-- ----- 252-------
EXISTING MINOR CONTOUR
- -
EASEMENT LINE
ACCESSIBLE PARKING AREA
(2% MAX. SLOPE IN ALL DIRECTIONS)
STORM STRUCTURE SCHEDULE:
EX-CB100
T/C=31 1.54
INV IN=308.99 (JB-101)
JB-101
RIM=312.27
INV IN=309.65 (JB-102)
INV IN=309.65 (STCO-200)
INV OUT=309.65
SF -OUT
INV=310.56
SF -IN
MATCH FINISHED GRADE
INV IN=312.56
JB-102
MATCH FINISHED GRADE
INV IN=310.40 (SF -OUT)
INV OUT=310.40
STCO-200
RIM=312.62
INV IN=310.00 (AD-201)
INV OUT=310.00
AD-201
T/G=316.17
INV IN=311.20 (AD-202)
INV OUT=311.10
AD-202
T/G=315.30
INV OUT=311.40
Know what's below.
Call before you dig.
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. 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.
5. PRIOR TO BEGINNING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL SCHEDULE
AND ATTEND A PRE -CONSTRUCTION CONFERENCE WITH THE CITY OF RALEIGH
STORMWATER AND EROSION CONTROL DEPARTMENT, THE ENGINEER AND A
REPRESENTATIVE OF THE OWNER.
6. 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.
7. 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.
8. 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.
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.
AVERAGE GRADE DETERMINATION:
EXISTING
PROPOSED
HIGH
LOW
AVERAGE
HIGH
LOW
AVERAGE
NORTH PLANE
317.36
312.45
314.91
317.38
312.20
314.79
WEST PLANE
317.36
315.98
316.67
317.38
316.20
316.79
SOUTH PLANE
315.98
312.50
314.24
316.20
312.50
314.35
EAST PLANE
312.50
312.45
312.48
312.50
312.45
312.48
BUILDING 1 AVERAGE OF WALL PLANES
314.57
314.60
MOST RESTRICTIVE CONDITION OCCURS IN THE EXISTING CONDITIONS WITH AN AVERAGE GRADE OF 314.57'.
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.
DISTURBED AREA = 0.70 AC.
SEE SHEET CO.00 FOR ALL PROJECT, SITE,
GRADING, STORM DRAINAGE, AND UTILITY NOTES
ALL CONSTRUCTION SHALL CONFORM WITH THE
LATEST5 VERSION OF THE CITY OF RALEIGH AND
NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS.
SITE PERMIT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations. This approval of
this electronic document is only valid if the document has not been modified and the digital
signature below is valid:
CITY OF RALEIGH DEVELOPMENT APPROVAL
CITY OF RALEIGH REVIEW OFFICER
DUDA I PAINE
ARCHITECTS
OWNER
Narsi Properties
10020 Sellona Street, Suite 100 1
Raleigh, NC 27617
Duda I Paine Architects, PA
333 Liggett Street
Durham, NC 27701
CIVIL ENGINEER
McAdams
2905 Meridian Parkway,
Durham, NC 27713
STRUCTURAL ENGINEER
Scalene Design
555 Fayetteville St I Suite 300
Raleigh, NC 27601
MEP ENGINEER
Barrett Woodyard
2301 Rexwoods Drive, Suite 108,
Raleigh, NC 27607
FIRE PROTECTION
Allied Fire Protection
80 Rupert Rd.
Raleigh, NC 27603
CARD,
03�J55
N
O
2
N
N
O
This document is the product and exclusive property of
Duda I Paine Architects, PA. Neither the document nor the
information it contains may be copied, disclosed to others or used
in connection with any work or project other than the specific
project for which they have been prepared and developed
without the written consent of Duda I Paine Architects, PA.
© Copyright 2020 Duda I Paine Architects, PA
MARK I DATE I DESCRIPTION
GRADING &STORM
DRAINAGE PLAN
C3e00
Construction Documents

I U, / T-------------------- - - - - - - - - - - - - - - - - - --
-T --
\-T----- / 1--- - - - - - - - _
I =--------- -�° _- na nno-------------/-_-J- ----�-� - - - - - - - - - -------- --_ - / 7 -- �-
no no no no no - - no no �il:� o - - / - - - - - -
rrN� w w w w n0-ono- no noc- 1--------T------ - \
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\ SSMH -w w w w w
\ w w w w
�� w w -
y -� w w w w \ EX-C6100
N � \ `RIM=314.86 � w
' � ��\ w � � EXIST \
/v
I F \ 6 CLAY(E)�309.59 EXISTING = D�
� v 6"CLAY W =30-.69 � �� � � � CRATE 311.04�
�
I \ � ( ) �� � . .1:� 15"RCP�f�)=308.98 /
0IR ST /
-- - - - - - -- --\ = ----- - -- _ MAIN STREET EIN
P15"RCP (S) =�� 8. 9 9 s s
/ r _ r ARALLEL
PARKING /
/ '��/ �/Oi - _ ss- » � �
t --- -�66 ---PUBLIC R _w- -- ---
N � F , / '�/ / � I -�- S�-� =,Z--sue- - - ---- -
I
I I I
GRADING LEGEND
m
FLARED END SECTION
U
ENDWALL SECTION
CATCH BASIN
DROP INLET
■
STORM SERVICE INLET
•
STORM SERVICE ROOF -DRAIN
Q
JUNCTION BOX
DRAINAGE FLOW ARROW
r..
LINE BREAK SYMBOL
250.50
250.00
TOP & BOTTOM CURB ELEVATIONS
/317.36 (PRIMARY.STREET)I �TW=223.00 TOP OF WALL ELEVATION
BW=213.00 BOTTOM OF WALL ELEVATION
316.86-MG � J >>> / / (NOTE: BOTTOM OF WALL IS GROUND
ai an / / ��� ELEVATION NOT WALL FOUNDATION)
/F / 311.42 MG
f / / o 1/1
ADJUST EX. MANHOLE RIM i 61 LF 15" RCP o
1 /r 317.27 r I / 19 LF 12" HDF£ o / WW W TO FINISHED GRADE i @ 1 08% + 250.60 SPOT ELEVATION
317.36 / o 0 1.07% / >>> i
N I / 317.36 316.77- L _o / 316.18 / / / / + 250.60-MG MATCH EXISTING GRADE
°1 L_ m o ai 315.68-MG I / / 31 1.97-MG
317.68 °1 ai al / I I S 311.75
a-i 01 0 � o !- I i 9 STORM DRAINAGE
m i 311.25
I 317.18 MG 01 a� J-..�� � �,, � 312.83 312.48 �
m on STORM SERVICE LINE
N ( I' m m a,312.33-cG m 311.98-MG 311.42
' f - a . 01 °1 a� y -_ 311.42 ROOF DRAIN, 8" ADS
I a - - �J� -- -- - - -- -- - 0 - o - o- - RD- RD- RD-
i � � O � 1 NON -PERFORATED TUBING OR
I
/ 317 27 a S 87° , „ \ v �� L - EQUAL 1.0% MIN. SLOPE 3' MIN.
F - - _ _ 4 2 7 E A"O1 �'� \ 4 I O T 1 3j2 �2 9 �, COVER PVC SCHEDULE 40 IN
' I \ 210.53 (TOTAL _ 102 F 12" HDPE I - TRAFFIC AREAS
I \
317.62 VARIABLE WIDTH SIDEWA - �� 1' 8% i'� 312.43 3 - --TP-TP-TP- TREE PROTECTION FENCE
317.12-M6 �� 317.37 ACCESS EASEMENT �O V 13 LF 312.43 311.54
ti - JB
m ] v
- - _ ❑ \ (F � - - 1 1.54 LD LD LIMITS OF DISTURBANCE
an 31727 AD-202 v \
[j3�1
a- - ---- -- -- - - - - - - -_L- - --❑- - -- r-
-C'0 -200� ----------
3[1
i I\I I9II2
-
-0-- \ - -
-
-
WOODED AREA
- - - - - - - - - - - - - - BS 12.62 312.49
---------31339g31.0250 MAJOR CONTOU
R
IE 252
-- 315.48 - MINOR CONTOUR
T3
EXISTING T SPS 250
RIGHT-OF-WAY I I ______--- MAJOREXISTING /LLJ 315.8
o R P 312.81
317.38 313.39 312.31 312.74 II(XI _____252 _EXISTING MINOR
CONTOUR
I 312.24 c,
3 3.9 312.56 EASEMENT LINE314.65
No
u' 020' 314.65 -RAMUP
I INTERNAL RAMP \315.50 BUILD -TO LINB ACCESSIBLE PARKING AREA
LO
(2% MAX. SLOPE IN ALL DIRECTIONS)
I NIO 1317.45 I \ UP
T-I
OF
/ DIM�TURBANCE
317
1317.14-M('w \ 13� A 315.45
I'
BUILDING ---
I FFE=315.50 /
� 72 LF 15" RCP c,
/ / 1 I I / z 0 1.04% I
i
�� 315.50
I / - - �
(I4)-SLEEVES hN CURB o o I I 19
UTLETS FOR/ 4" PVC o I I h I __ VAR' BLE WI TH PRIVATE I
RAIN PIPES - - J m \ __ _DR7 AGE E SEMENT I I
/ '� I I I- / (STO MWAT R B I I I I I I
SS & AINTENAN E)
317.1
I 19
n 6 / INV.=316.18
ICI I I
/ INV.=316.17 I 317.25 (4)-4" PVC DRAIN PIPES
I / 1 ® 1.0% MIN. SLOPE FOR
BACKFLOW PREVENTER
INV.-316.1 6 EMERGENCY OVERFLOW
INV.=316015
LD INV.=316.50
/
\ I I I III to I I I FFE=316.80 o
I I I 1 I I
1 I \
/ ROW I 316.70 \ o I I I N II II II II
/ I / � 316.58 \ I I \ r----------- I X I 9
� / � I,l \ 1 I I I
316.80 // \ I VARIABLE WIDTH PRIVATE cr) I I I
DRAINAGE EASEMENT I I I I
\I 11 I I IV I I� I
I (STORMWATER BMP
ACCESS AND
I
LIMITS OF316.48 ram MAINTENANCE) DISTURBAN
CE
T11,
_JI__I__L 8F-w I
III I J
I11 316.80 I I I
/ 1316.23 I 1 \ �- CONNECT\TO'INTERNAL
315.73 M j 1 U ROOF DRAINAGE
COORDINATE WITH JB-102 I I I
I PLUMBING PLANS
_ I i 16.80 / - / \ ®1191 RCP
I_1 FFE=316.80 \ SF -OUT I
I I
I I I I I I I 1 31 .54 I I I I I I I
I
315.8 316.12 I I I I / � I I
315.3 -MG
316.05-1-_J__I___j 31 .44 _ UNDERGROUND STORM 1 �I I9
�_L
� I I FILTER VAULT hn
RIM=MATCH FINISHEDI GRADE I Ir ) I I I
I OF PARKING DECK I x I I I I
I I II I 316.10 i\ SEE DETAIL ON SHEET C9.00 s
-----
_
31 6.20-MG L� _ I
I - - - -X-X-X-xX����f7 �X87 �(�_L"� ��T��I�
LD--- ---
------ -
LD
315.95-MGLD LD J / - LD -- L°-- �� --LD --- - - _--------- i I I DISTURBED AREA =0.70AC.
I1 i I �-316.00-MG // /// LD LDLD LD LD LD - LD --� ---�- - - - - - - - - - - - - - - - -
__ __ I
� / �j I I I- - / � TEMPORARY CONSTRUCTION �- � LD LD LD LD � - - - - - � 9
CD/ I 11 "t" I I I I 1 - - - - -- -- EASEMENT I LD LD � LD - SEE SHEET C0.00 FOR ALL PROJECT, SITE,
GRADING, STORM DRAINAGE, AND UTILITY NOTES
ALL CONSTRUCTION SHALL CONFORM WITH THE
LATEST5 VERSION OF THE CITY OF RALEIGH AND
NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS.
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. 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.
5. PRIOR TO BEGINNING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL SCHEDULE AND ATTEND A PRE -CONSTRUCTION CONFERENCE WITH
THE CITY OF RALEIGH STORMWATER AND EROSION CONTROL DEPARTMENT, THE ENGINEER AND A REPRESENTATIVE OF THE OWNER.
6. 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.
7. 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 GRAPHIC SCALE
DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 0 5 10 20
8. 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.
linch =loft.
P.
7
CD
CD
M
Lf)
CD
N
CD
N
N
00
Know what's below.
Call before you dig.
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.
SITE PERMIT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations. This approval of
this electronic document is only valid if the document has not been modified and the digital
signature below is valid:
CITY OF RALEIGH DEVELOPMENT APPROVAL
CITY OF RALEIGH REVIEW OFFICER
DUDA I PAINE
ARCHITECTS
OWNER
Narsi Properties
10020 Sellona Street, Suite 100 1
Raleigh, NC 27617
Duda I Paine Architects, PA
333 Liggett Street
Durham, NC 27701
CIVIL ENGINEER
McAdams
2905 Meridian Parkway,
Durham, NC 27713
STRUCTURAL ENGINEER
Scalene Design
555 Fayetteville St I Suite 300
Raleigh, NC 27601
MEP ENGINEER
Barrett Woodyard
2301 Rexwoods Drive, Suite 108,
Raleigh, NC 27607
FIRE PROTECTION
Allied Fire Protection
80 Rupert Rd.
Raleigh, NC 27603
N
O
2
N
N
O
This document is the product and exclusive property of
Duda I Paine Architects, PA. Neither the document nor the
information it contains may be copied, disclosed to others or used
in connection with any work or project other than the specific
project for which they have been prepared and developed
without the written consent of Duda I Paine Architects, PA.
© Copyright 2020 Duda I Paine Architects, PA
MARK I DATE I DESCRIPTION
DETAILED GRADING
PLAN
C 601
Construction Documents

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Know what's below.
Cal I before you dig.
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.
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 6" DIP WATER SERVICES WITH METERS LOCATED AT ROW OR WITHIN A 3'X3' WATERLINE
EASEMENT IMMEDIATELY ADJACENT.
8. INSTALL 8" PVC* SEWER SERVICES ® 1.0% MINIMUM GRADE WITH CLEANOUTS LOCATED AT ROW
OR EASEMENT LINE.
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. 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.
GENERAL NOTES
1. ALL REQUIREMENTS FOR FIRE SAFETY PER CHAPTER 14 OF THE 2012 NC FIRE CODE AND
CHAPTER 33 OF THE 2012 NC BUILDING CODE ARE TO BE MET THROUGHOUT THE DURATION
OF DEMOLITION AND CONSTRUCTION.
2. THE OWNER SHALL PROVIDE SECURITY AND REASONABLE SURVEILLANCE FOR THE PERIOD
DURING CONSTRUCTION OF THE PROJECT WHERE THE WOOD FRAME STRUCTURE OF THE
BUILDING IS EXPOSED TO THE ELEMENTS.
3. PER 2018 NCBC SECTION 403.3.3, A SECONDARY WATER SUPPLY IS REQUIRED FOR BUILDINGS
ASSIGNED TO SEISMIC DESIGN CATEGORY C, D, E, OR F. PROJECT IS LOCATED WITHIN
SEISMIC DESIGN CATEGORY B AND THEREFORE A SECONDARY WATER SUPPLY IS NOT REQUIRED.
0
GRAPHIC SCALE
0 10 20 40
1 inch = 20 ft.
SEE SHEET CO.00 FOR ALL PROJECT, SITE,
GRADING, STORM DRAINAGE, AND UTILITY NOTES
ALL CONSTRUCTION SHALL CONFORM WITH THE
LATEST VERSION OF THE CITY OF RALEIGH AND
NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS.
SITE PERMIT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations. This approval of
this electronic document is only valid if the document has not been modified and the digital
signature below is valid:
CITY OF RALEIGH DEVELOPMENT APPROVAL
CITY OF RALEIGH REVIEW OFFICER
DUDA I PAINE
ARCHITECTS
OWNER
Narsi Properties
10020 Sellona Street, Suite 100 1
Raleigh, NC 27617
A 1113rL11TCrT
Duda I Paine Architects, PA
333 Liggett Street
Durham, NC 27701
CIVIL ENGINEER
McAdams
2905 Meridian Parkway,
Durham, NC 27713
STRUCTURAL ENGINEER
Scalene Design
555 Fayetteville St I Suite 300
Raleigh, NC 27601
MEP ENGINEER
Barrett Woodyard
2301 Rexwoods Drive, Suite 108,
Raleigh, NC 27607
FIRE PROTECTION
Allied Fire Protection
80 Rupert Rd.
Raleigh, NC 27603
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Duda I Paine Architects, PA. Neither the document nor the
information it contains may be copied, disclosed to others or used
in connection with any work or project other than the specific
project for which they have been prepared and developed
without the written consent of Duda I Paine Architects, PA.
© Copyright 2020 Duda I Paine Architects, PA
I MARK I DATE I DESCRIPTION I
UTILITY PLAN
C4.00
Construction Documents

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CONSTRUCTION SEQUENCE - STAGE 1:
1. OBTAIN GRADING PERMIT FROM THE CITY OF RALEIGH INSPECTIONS DEPARTMENT. SCHEDULE A
PRE-CONSTRUCCTION MEETING WITH CITY OF RALEIGH STORMWATER COORDINATOR, CHRIS
BRIDGERS, AT 919-279-1308.
2. INSTALL PERIMETER EROSION CONTROL MEASURES AS INDICATED. CONSTRUCTION ENTRANCE, SILT
FENCE AND OUTLETS, INLET PROTECTION, AND CONSTRUCTION FENCE.
3. BEGIN DEMOLITION, SEE SHEET C1.01, DEMOLITION PLAN.
4. STABILIZE SITE AS AREAS ARE DEMOLISHED. SLOPE PROTECTION MATTING, DITCH LININGS, STONE,
ETC. ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 14 DAYS OF INACTIVITY. DIRECT RUNOFF
TO SILT FENCE OUTLETS.
5. WHEN DEMOLITION IS COMPLETE SCHEDULE AN INSPECTION. WHEN APPROVED PROCEED TO STAGE
2 EROSION CONTROL PLAN.
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GRAPHIC SCALE
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1 inch = to ft.
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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.
SILT FENCE
TREE PROTECTION FENCE
LIMITS OF DISTURBANCE
WOODED AREA
DIVERSION DITCH
CONSTRUCTION ENTRANCE/EXIT
DISTURBED AREA = 0.70 AC.
SEE SHEET CO.00 FOR ALL PROJECT, SITE,
GRADING, STORM DRAINAGE, AND UTILITY NOTES
ALL CONSTRUCTION SHALL CONFORM WITH THE
LATEST5 VERSION OF THE CITY OF RALEIGH AND
NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS.
SITE PERMIT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations. This approval of
this electronic document is only valid if the document has not been modified and the digital
signature below is valid:
DUDA I PAINE
ARCHITECTS
OWNER
Narsi Properties
10020 Sellona Street, Suite 100
Raleigh, NC 27617
ARCHITECT
Duda I Paine Architects, PA
333 Liggett Street
Durham, NC 27701
CIVIL ENGINEER
McAdams
2905 Meridian Parkway,
Durham, NC 27713
STRUCTURAL ENGINEER
Scalene Design
555 Fayetteville St I Suite 300
Raleigh, NC 27601
MEP ENGINEER
Barrett Woodyard
2301 Rexwoods Drive, Suite 108,
Raleigh, NC 27607
FIRE PROTECTION
Allied Fire Protection
80 Rupert Rd.
Raleigh, NC 27603
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This document is the product and exclusive property of
Duda I Paine Architects, PA. Neither the document nor the
information it contains may be copied, disclosed to others or used
in connection with any work or project other than the specific
project for which they have been prepared and developed
without the written consent of Duda I Paine Architects, PA.
© Copyright 2020 Duda I Paine Architects, PA
MARK I DATE I DESCRIPTION
PROJECT NUMBER: 21901 1
EROSION CONTROL
PLAN -STAGE 1
C6e00
Construction Documents
CITY OF RALEIGH DEVELOPMENT APPROVAL

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BUILDING WALL I t— — — _ — — I
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EROSION CONTROL LEGEND
CONSTRUCTION SEQUENCE - STAGE 2:
1. MAINTAIN ALL EROSION CONTROL DEVICES FROM STAGE 1 EROSION CONTROL PLAN AS NECESSARY
IN ACCORDANCE WITH EROSION CONTROL NOTES ON SHEET CO.00.
2. FOR MAINTENANCE, EROSION CONTROL MEASURES SHALL BE CLEANED ON A REGULAR BASIS AND
INSPECTED FOLLOWING EACH RUNOFF -PRODUCING RAIN EVENT. PLEASE NOTE THE CITY OF RALEIGH
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 CONTROL SEDIMENT LADEN RUNOFF.
3. BRING THE AREA TO FINAL GRADE AND PAD OUT THE BUILDING FOOTPRINT. DIRECT RUNOFF TO
SILT FENCE OUTLETS. AS THE CONTRACTOR DEEMS IT APPROPRIATE, INSTALL STORM, SEWER,
WATER AND OTHER UTILITIES THAT CAN BE INSTALLED. PROVIDE INLET PROTECTION TO ALL STORM
STRUCTURES AS INSTALLED. CONTECH STORMFILTER VAULT TO REMAIN COMPLETELY CLOSED
UNTIL FINAL SITE STABILIZATION. DO NOT CONNECT ROOF DRAINAGE CONNECTION PIPE AS SHOWN
ON THE GRADING PLAN UNTIL FINAL SITE STABILIZATION. CONTINUE WITH BUILDING
CONSTRUCTION, REMOVING EXISTING RETAINING WALL AS NEEDED.
4. STABILIZE SITE AS AREAS ARE BROUGHT UP TO GRADE WITH VEGETATION, SLOPE PROTECTION
MATTING, DITCH LININGS, STONE, ETC., WITHIN 14 DAYS OF COMPLETION.
5. ALL DISTURBED AREAS MUST BE STABILIZED WITHIN 14 DAYS OF INACTIVITY.
6. WHEN GRADING HAS BEEN COMPLETED AND ALL SITE AREA IS STABILIZED, CONTACT THE EROSION
CONTROL INSPECTOR FOR AN INSPECTION.
7. ONCE APPROVED, PROCEED TO STAGE 3.
P.
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GRAPHIC SCALE
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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.
SILT FENCE OUTLET
INLET PROTECTION
INLET PROTECTION
FOR EXISTING STRUCTURES
TEMPORARY SLOPE DRAIN
FILTER BERM
CHECK DAM
SILT FENCE
TREE PROTECTION FENCE
LIMITS OF DISTURBANCE
WOODED AREA
DIVERSION DITCH
CONSTRUCTION ENTRANCE/EXIT
DISTURBED AREA = 0.70 AC.
SEE SHEET CO.00 FOR ALL PROJECT, SITE,
GRADING, STORM DRAINAGE, AND UTILITY NOTES
ALL CONSTRUCTION SHALL CONFORM WITH THE
LATEST5 VERSION OF THE CITY OF RALEIGH AND
NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS.
SITE PERMIT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations. This approval of
this electronic document is only valid if the document has not been modified and the digital
signature below is valid:
CITY OF RALEIGH DEVELOPMENT APPROVAL
CITY OF RALEIGH REVIEW OFFICER
DUDA I PAINE
ARCHITECTS
OWNER
Narsi Properties
10020 Sellona Street, Suite 100 1
Raleigh, NC 27617
A 0rL11TCrT
Duda I Paine Architects, PA
333 Liggett Street
Durham, NC 27701
CIVIL ENGINEER
McAdams
2905 Meridian Parkway,
Durham, NC 27713
STRUCTURAL ENGINEER
Scalene Design
555 Fayetteville St I Suite 300
Raleigh, NC 27601
MEP ENGINEER
Barrett Woodyard
2301 Rexwoods Drive, Suite 108,
Raleigh, NC 27607
FIRE PROTECTION
Allied Fire Protection
80 Rupert Rd.
Raleigh, NC 27603
N
O
2
N
N
O
This document is the product and exclusive property of
Duda I Paine Architects, PA. Neither the document nor the
information it contains may be copied, disclosed to others or used
in connection with any work or project other than the specific
project for which they have been prepared and developed
without the written consent of Duda I Paine Architects, PA.
© Copyright 2020 Duda I Paine Architects, PA
I MARK I DATE I DESCRIPTION I
EROSION CONTROL
PLAN -STAGE 2
C6e0l
Construction Documents

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(TYP.) CONTROL INSPECTOR FOR REMOVAL I I I I I
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/ I TEMPORARY I I I
CONSTRUCTION
SILT FENCE OUTLET
INLET PROTECTION
INLET PROTECTION
FOR EXISTING STRUCTURES
TEMPORARY SLOPE DRAIN
FILTER BERM
CHECK DAM
SILT FENCE
TREE PROTECTION FENCE
LIMITS OF DISTURBANCE
WOODED AREA
DIVERSION DITCH
CONSTRUCTION ENTRANCE/EXIT
DUDA I PAINE
ARCHITECTS
OWNER
Narsi Properties
10020 Sellona Street, Suite 100
Raleigh, NC 27617
ARCHITECT
Duda I Paine Architects, PA
333 Liggett Street
Durham, NC 27701
CIVIL ENGINEER
McAdams
2905 Meridian Parkway,
Durham, NC 27713
STRUCTURAL ENGINEER
Scalene Design
555 Fayetteville St I Suite 300
Raleigh, NC 27601
MEP ENGINEER
Barrett Woodyard
2301 Rexwoods Drive, Suite 108,
Raleigh, NC 27607
FIRE PROTECTION
Allied Fire Protection
80 Rupert Rd.
Raleigh, NC 27603
-(N CARS,,, �''•_
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REMAIN COMPLETELY I I MINIM
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SITE 0
I I LIMITS OF
——,—_i--r— DISTURBANCE W
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I I I I I (TYP.) I
I I I I I � I •—
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I I I I j ROOF DRAINAGE LINE; I I I
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TEMPORARY CONSTRUCTION DO NOT INSTALL
CONNECTION UNTIL
I I EASEMENT
•—
AFTER FINAL SITE
STABILIZATION
/ 1-9 N •nn-11
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--- I-�— — � / L.L
LD LI I X—X—X I I — — — — I _ — — _ _ _ — — — — _ _ I
LD II I / / LD LD LD — — — — — -- -- — — -- — — — -- -- — — --� — — — -- — -- -- — -- -- — — -- —_-- -- — —_— -- / /I I O � LD LD�LD LD LLD LD LD �---------------- --- _— ��J I I I V
I _ I —
co II Ti 1� I --_---- /` I I LD LD LD�_LD Lp _ 9
—-- - �ILD O
1
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_ _
DISTURBED AREA = 0.7 AAC.
CONSTRUCTION SEQUENCE - STAGE 3:
1. MAINTAIN EROSION CONTROL MEASURES FROM PREVIOUS STAGES. INSTALL TEMPORARY INLET
PROTECTION AS SHOWN ON THIS PLAN. TREE PROTECTION, CONSTRUCTION ENTRANCE, SILT FENCE
AND OUTLETS, INLET PROTECTION, AND CONSTRUCTION FENCE. COORDINATE WITH THE CITY'S
EROSION CONTROL INSPECTOR FOR REMOVAL OF THE CONSTRUCTION ENTRANCE AND SILT FENCE
FOR INSTALLATION OF STREETSCAPE, DRIVEWAY, CURB AND GUTTER AND SIDEWALKS ADJACENT
TO PARKING DECK DRIVE.
2. ONCE UPSTREAM DRAINAGE AREAS HAVE BEEN STABILIZED, INSTALL ROOF DRAIN CONNECTION
PIPE TO CONTECH STORMFILTER VAULT PER SHEET C9.00. COORDINATE CONNECTION WITH THE
PLUMBING PLANS.
3. FOR MAINTENANCE, EROSION CONTROL MEASURES SHALL BE CLEANED ON A REGULAR BASIS AND
INSPECTED FOLLOWING EACH RUNOFF -PRODUCING RAIN EVENT. PLEASE NOTE THE CITY OF
RALEIGH 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 CONTROL SEDIMENT LADEN
RUNOFF.
4. STORMWATER CONTROL MEASURE CERTIFICATIONS AND AS -BUILT PLANS MUST BE PROVIDED TO
STORMWATER CONTROL INSPECTOR, FOR REVIEW, 7 DAYS PRIOR TO FINAL INSPECTION.
CERTIFICATIONS AND AS -BUILT PLANS MUST BE ACCEPTED PRIOR TO APPROVAL OF FINAL
INSPECTION.
5. WHEN CONSTRUCTION IS COMPLETE, ALL AREAS ARE STABILIZED COMPLETELY AND STORMWATER
CONTROL MEASURE CERTIFICATIONS AND AS -BUILT PLANS ARE ACCEPTED BY THE CITY OF RALEIGH,
SCHEDULE FINAL INSPECTOR THROUGH CITY OF RALEIGH PERMIT PORTAL
(PERM ITPORTAL.RALEIGH NC.GOV).
1
O
O
(" 5
O
CV
O
CV
N
00
GRAPHIC SCALE
0 1 10 20
1 inch = 10 ft.
Know what's below.
Cal I before you dig.
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.
SEE SHEET CO.00 FOR ALL PROJECT, SITE,
GRADING, STORM DRAINAGE, AND UTILITY NOTES
ALL CONSTRUCTION SHALL CONFORM WITH THE
LATEST5 VERSION OF THE CITY OF RALEIGH AND
NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS.
SITE PERMIT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations. This approval of
this electronic document is only valid if the document has not been modified and the digital
signature below is valid:
This document is the product and exclusive property of
Duda I Paine Architects, PA. Neither the document nor the
information it contains may be copied, disclosed to others or used
in connection with any work or project other than the specific
project for which they have been prepared and developed
without the written consent of Duda I Paine Architects, PA.
© Copyright 2020 Duda I Paine Architects, PA
MARK I DATE I DESCRIPTION
PROJECT NUMBER: 21901 1
EROSION CONTROL
PLAN -STAGE 3
6e02
Construction Documents
CITY OF RALEIGH DEVELOPMENT APPROVAL

GLASS
HGT GLASS
/
NIDTH
W3TH
CLEARANCE
36,
GLASS /
HGT /
FRONT VIEW SIDE VIEW
SPECIFICATIONS:
POWDER COAT ALUMINUM STRUCTURE (FINISH TO BE DETERMINED)
" CLEAR LAMINATED TEMPERED SAFETY GLAZING
130y ❑.D," GREY ACRYLIC HIP ROOF WITH FASCIA
66" CURVELINE BENCH WITH RECYCLED PLASTIC (CEDAR)
SLATS, FINISH TO MATCH
63" LEAN RAIL RECYCLED PLASTIC (CEDAR) FINISH TO MATCH
ADA COMPLIANT
PZ-
BRASCO INTERNATIONAL, INC.
1000 MT. ELLIOTT
86" CURVELINE BENCH DETROIT, MICHIGAN 48207
68 Bx 1-800-893-3665 WWW.BRASCO.COM
D CUSTOMER CITY OF RALEIGH
17].D
FLOOR PLAN PROJECT
MODEL TL 510 C
DRAWN BY FBZ DATE 8-19-05 SHEET
APPROVED BY DATE
SCALE NONE REV. RASCO
SHELTERS
THIS ORAMNa IS PROPRIETARY AND IS FOR 7HE SOLE USE OF
OUR CUSTOMERS AND MAY NOT BE REPRODUCED OR COPIED
Wf1HOUT WRITTEN PERMISSION FROM BRASCO INTERNATIONAL
IN -GROUND MOUNT SURFACE MOUNT
33-36" 35"
11
�11111=IIIII=11111=1 III=11111=IIIII=IIII (IIII=11111 -11111=IIIII=11111=III
11111=I I=11111 IJlll1=11TI IIII=11111=IIII IIII-=1111-= 111-11111
IIW=WII=UW==IIW=Ul11= WII=WTI I UW=IWI=11W=
=mrl=lm=FED mrl=ml=m1 =m1= =mrl=FED=mrl
11111=11111=IIIII=1 � � III=11111=IIIII=IIII (IIII=11111 � � 1111�11111=11111=IIIII=IIII
=11I=1ill I=11I I I I=11I=11I=11I I I I I=11I=11I-11I I�1=1I L=-I I=1I I I
UW=pW= W11=WIl=UW= UW=UW=IIW= UW=
=11111=111t1 =fIIII=_IIIII=11111 =1IIIIJIIII=11111 =
_=11111=IIIIIJIII
BIKE RACK INSTALLATION:
SURFACE MOUNT - WHEN INSTALLED ON
35" CONCRETE SURFACE, USE 3/8" ANCHORS
TO PLATE MOUNT. SHIM AS NECESSARY TO
ENSURE VERTICAL PLACEMENT.
IN -GROUND MOUNT - WHEN INSTALLED ON
PAVERS OR OTHER NON -STABLE SURFACES,
EMBED INTO BASE. CORE HOLES NO LESS
24" THAN 3" IN DIAMETER AND 10" DEEP.
® 6„
STANDARD BIKE RACK
CITY OF RALEIGH
STANDARD DETAIL
REVISIONS DATE:8/1/18 WTTOSCALE
BIKE RACK DETAILS
B-20.03
1" ASPHALT SURFACE COURSE (NCDOT SF-9.5A)
2" ASPHALT BINDER COURSE (NCDOT 1-19.OB)
6" ABC STONE BASE
COMPACTED SUBGRADE
SEE SPECIFICATIONS FOR REQUIRED MATERIALS.
WOVEN GEOTEXTILE
(n
LJ
ry D
Q
iL
H
� U
0
0
A 1 Y" DEEP CUT SHALL BE MADE
PERPENDICULAR TO BACK OF CURB
AND THEN PARALLEL WITH GUTTER LINE
FULL DEPTH CUT SHALL BE MADE
PERPENDICULAR TO BACK OF CURB
TYPE A
TO BE USED ON STREETS WHERE FINAL
LIFT OF ASPHALT HAS BEEN INSTALLED
45" < BREAK ^T^^ • ^
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.
PORTION TO
BE REMOVED
TYPE B
USED ON STREETS WHERE FINAL
= ASPHALT HAS NOT BEEN INSTALLED
CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
DATE:911AS MOTTOSCALE
STANDARD METHOD OF REMOVING
EXISTING CURB (FOR A DRIVEWAY
APRON INSTALLATION)
T-10.24
ALUMINUM EDGE RESTRAINT
GALVANIZED STAKE BRICK OR
REFER TO MANUFACTURER'S CONCRETE PAVER
RECOMMENDATION FOR 2 3/8" (60 MM) MIN. THICKNESS
FfA
INSTALLATION
q2s�
0
1" TO 1 1/2" (25 - 40 MM)
,p\�•C 20�2 VARIABLE WIDTH DEPENDENT
T
COMPACTED BEDDING SAND
/
O� 6' ON GRASS STRIP WIDTH
,ceo oc•a •c c•o.°o. ac•a •c
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EXPANSION JOINT
\
COMPACTED AGGREGATE BASE
8.5'
��92s/off✓��2>.
4" (100 MM) MIN. THICKNESS
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USE GRANITE CURB DETAIL; REFER TO HARDSCAPE PLANS
1/2" EXPANSION JOINT
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15O(4. PAVERS
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8\
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°
P
• p
o°o&'" e�
EXPANSION %/l/ gob ".^:
•o°o vp. c°a. c. •c c°a• c°a. ac•On•a°
1 " TO 1 1/2" (25 - 40 M M)
oo.°00000 000 °°000o COMPACTED BEDDING SAND
• ° o 0 00
JOINT °°pv.
O �o� �Do
v ° 0 .
v o0 000 �o 000'o
a•,•• ,,.V
v/� �0
se°d:��%�
oa, 000 COMPACTED AGGREGATE BASE
4" (100 MM) MIN. THICKNESS
SEE T-10.01.2 FOR ADDITIONAL NOTES
COMPACTED SOIL SUBGRADE
SECTION 2
6" EXPANSION JOINT
1/4"IFT (MAX)
SLOPE
* T 5•' 6" SIDEWALK
NOTES:
1. BRICK OR CONCRETE PAVERS ALLOWED ONLY UNDER SPECIAL CONDITIONS.
T' 6
2. THICKNESS OF BASE MAY VARY WITH SUBGRADE/TRAFFIC CONDITIONS.
3. SCATTER SAND OR SCREENINGS OVER COMPLETE WORK AND SWEEP INTO CRACKS.
SHEET 1 OF
4. CONCRETE PAVERS SHOULD CONFORM TO REQUIREMENTS OF ASTM C-1319.
2' 6.5' 6'
BRICK PAVERS SHOULD CONFORM TO REQUIREMENTS OF ASTM C902-95
CITY OF RALEIGH
5. SEE CITY OF RALEIGH CODE SECTION 10-7001 (D) FOR CONDITIONS UNDER CITY OF RALEIGH
STANDARD DETAIL
WHICH CONCRETE / BRICK PAVERS ARE ALLOWED. STANDARD DETAIL
4c USE 6.5" WHEN DRIVEWAY IS USED IN LIEU REVISIONS DATE:8108 NOT TO SCALE
REVISIONS DATE: 60/18 NOTTOSCALE
OF A WHEELCHAIR RAMP TO ACCOMMODATE
12:1 MAXIMUM SLOPE (ADA COMPLIANT), DRIVEWAYAND
CONCRETE/BRICK PAVER
SUCH AS IN A CUL-DE SAC. SIDEWALK DETAIL
SIDEWALK DETAIL
T-10.01.1
T-30.03
ONLY. REFER TO HARDSCAPE DETAILS
COMPACTED S
MEETING
SPECIF
4"
AGGREGATE BASE
^^'<ER ROD (STRAIGHT JOINTS ONLY)
1. REFER TO LAYOUT PLAN FOR SIDEWALK LOCATIONS, TYPES AND WIDTHS. CONCRETE SIDEWALK - PLAN AND SECTION
2. REFER TO DETAILED LAYOUT PLAN FOR SPECIFIC JOINT LOCATIONS AND SPACING.
3. USE THIS DETAIL FOR TYPICAL JOINT SPACING WHEN NO SPECIFIC JOINT SPACING IS INDICATED ON PLANS.
4. MAXIMUM SIDEWALK CROSS -SLOPE IS 2%.
5. EXPANSION JOINTS SHALL BE INSTALLED WHERE CONCRETE PAVEMENT ABUTS ALL VERTICAL SURFACES INCLUDING BUT NOT LIMITED TO ALL BUILDINGS, STRUCTURES, STAIRS, CURBS, COLUMNS, WALLS, LIGHT POLES, ETC.
6. WHERE WALK ABUTS RIGID STRUCTURE, JOINT SHALL BE WATERTIGHT.
7. PROVIDE EXPANSION JOINTS @ 20' O.C. MAX UNLESS OTHERWISE SHOWN/ REQUIRED. (SEE MATERIALS & STAKING PLAN)
8. TOOL JOINTS TO A MIN. DEPTH OF 1". CONTRACTOR TO CLOSELY COORDINATE LOCATIONS AND DESIGNS PRIOR TO AND DURING CONSTRUCTION.
9. ALL CONCRETE SHALL BE 3,000 PSI UNLESS OTHERWISE REQUIRED BY PROJECT SPECIFICATIONS.
1" ASPHALT SURFACE COURSE (NCDOT SF-9.5A)
2" ASPHALT BINDER COURSE (NCDOT 1-19.OB)
8" ABC STONE BASE
COMPACTED SUBGRADE
SEE SPECIFICATIONS FOR REQUIRED MATERIALS.
WOVEN GEOTEXTILE
ASPHALT PAVEMENT - LIGHT DUTY ASPHALT PAVEMENT - HEAVY DUTY
PAVEMENT DETAIL PAVEMENT DETAIL
NOTE: ASPHALT AND CONCRETE SECTIONS ARE SHOWN WITH MINIMUM THICKNESS. ON -SITE GEOTECH
SHALL VERIFY THESE PRIOR TO CONSTRUCTION BASED ON FIELD CONDITIONS AND ADJUST AS NEEDED.
OR, REFER TO CURRENT GEOTECHNICAL REPORT FOR PAVEMENT SECTION RECOMMENDATION.
O
O
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CV
00
PAVER JOINT: POLYM
1" POLYMERIC JOINTING SAND S1
I`r
d
CONCRETE
COMPACTED SUBGRADE MEI
GEOTECHNICAL/STRUCTURAL F
2" PVC WEEP SPACED 8' �.�.
FILL WITH WASHED PEA GRAVEL
f�I�l\I��[iPLT1�■�i7s:7�y�:7�[�I�iP►I�it;7�y�:ifi7pIVT�I.Yil_��i�I�l_ll�
PEDESTRIAN PAVER
NOTES:
1. CONTRACTOR TO CONSTRUCT A 4' X 4' MOCK-UP OF EACH PAVER TYPE FOR APPROVAL BY
LANDSCAPE ARCHITECT PRIOR TO FULL INSTALLATION. MOCK UP MAY BE INCLUDED AS PART
OF FINAL INSTALLATION IF APPROVED.
2. INSTALL PAVERS PER MANUFACTURER'S SPECIFICATIONS. CUT PAVERS AS NECESSARY BUT
NOT MORE THAN 1/3 OF THE TOTAL WIDTH OF THE PAVER TO AVOID SLIVERS.
3. REFER TO HARDSCAPE MATERIALS PLAN FOR PAVER PATTERNS, LOCATIONS OF PAVER TYPES
AND PAVER BAND LOCATIONS.
4. CONTRACTOR TO VERIFY DEPTHS OF AGGREGATE BASE WITH GEOTECHNICAL ENGINEER.
A
A
_ PREFORMED FIBER EXPANSION
T WITH COLORED JOINT
-ANT/CAULK. COLOR SHALL MATCH
\CENT CONC. AND BE APPROVED BY
ERAS REPRESENTATIVE TOOLED JOINT (TYP) A
SCENT PAVED OR MIN. 1" DEEP AS SHOWN
TICAL SURFACE ON PLAN
DETAIL SHOWN FOR REFERENCE ONLY. REFER TO HARDSCAPE DETAILS
Xz" EXP. JT.
MATERIAL
f--
1
NOT TO SCALE
CONCRETE ABC SETTING BEDS
S';I:':L°'11^11"'IG"L"li"11"IG"11"IL"11"1:"1:'°L"1^°L"11"1:"IL"L'
'1101:L��LIILII&L��L�TL�TR��IL�TI:T�L��ILI'1:17:I�LII Ii�;r.��1r11111Ta;,1:
�le_,Ir-.u11.,IG.,IIIII:IIL,.IC.,I:,S�:I: i!lli; 9:��L�:IL;'I,L,r II ItI�r
1fi" GRANITE CURB
SEE
STREETSCAPE
PLANS
L ABC FILL
BOTTOM OF TRENCH
GRANITE CURB SETTING METHOD
NOT TO SCALE
DUDA I PAINE
ARCHITECTS
OWNER
Narsi Properties
10020 Sellona Street, Suite 100
Raleigh, NC 27617
ARCHITECT
Duda I Paine Architects, PA
333 Liggett Street
Durham, NC 27701
CIVIL ENGINEER
McAdams
2905 Meridian Parkway,
Durham, NC 27713
STRUCTURAL ENGINEER
Scalene Design
555 Fayetteville St I Suite 300
Raleigh, NC 27601
MEP ENGINEER
Barrett Woodyard
2301 Rexwoods Drive, Suite 108,
Raleigh, NC 27607
FIRE PROTECTION
Allied Fire Protection
80 Rupert Rd.
Raleigh, NC 27603
57
03i 355
,,, •tiG I NEB•• : ,,
a U
a �
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III=III=III-1 I II � II I I -III -_III- 4" COMPACTED
III -III- AGGREGATE BASE O
COMPACTED SUBGRADE
MEETING PROJECT
SPECIFICATIONS
SECTION A -A
SITE PERMIT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations. This approval of
this electronic document is only valid if the document has not been modified and the digital
signature below is valid:
N
N
O
2
This document is the product and exclusive property of
Duda I Paine Architects, PA. Neither the document nor the
information it contains may be copied, disclosed to others or used
in connection with any work or project other than the specific
project for which they have been prepared and developed
without the written consent of Duda I Paine Architects, PA.
© Copyright 2020 Duda I Paine Architects, PA
MARK I DATE I DESCRIPTION
PROJECT NUMBER: 21901
SITE DETAILS
C goo
Construction Documents
CITY OF RALEIGH DEVELOPMENT APPROVAL
CITY OF RALEIGH REVIEW OFFICER

CITY OF RALEIGH
CURB RAMPS
GENERAL NOTES
1. CITY OF RALEIGH STANDARD CURB RAMPS HAVE BEEN DEVELOPED IN ACCORDANCE WITH THE
AMERICANS WITH DISABILITIES ACT (ADA) AND PUBLIC RIGHT OF WAY ACCESS GUIDELINES (PROWAG).
2. CURB RAMPS SHALL BE PROVIDED AT LOCATIONS AS SHOWN ON THE PLANS
OR AS DIRECTED BY THE ENGINEER. SIDEWALK ACCESS RAMPS SHALL BE LOCATED AS
INDICATED IN THE DETAIL, HOWEVER, THE LOCATION MAY BE ADJUSTED IN COORDINATION WITH
THE CITY OF RALEIGH WHERE EXISTING LIGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. AFFECT
PLACEMENT.
DOUBLE WHEELCHAIR RAMPS ARE TO BE INSTALLED AT ALL PUBLIC STREET INTERSECTIONS
WHERE SIDEWALK IS REQUIRED.
3. THE WALKING SURFACE SHALL BE SLIP RESISTANT. COLORS FOR THE DETECTABLE WARNING AREA
SHALL BE DARK CHARCOAL GRAY FOR CONTRAST WITH LIGHT PATHWAY COLORS AND
LIGHT CONCRETE GRAY FOR CONTRAST WITH DARK PATHWAY COLORS.
4. NO SLOPE ON THE SIDEWALK ACCESS RAMP SHALL EXCEED 1"/FT (12:1) IN RELATIONSHIP TO
THE GRADE OF THE STREET.
5. IN NO CASE SHALL THE WIDTH OF THE SIDEWALK ACCESS RAMP BE LESS THAN 48"
HOWEVER, RAMP MAY EXCEED 48.
6. USE CLASS A (3000 PSI) CONCRETE WITH A SIDEWALK FINISH IN ORDER TO OBTAIN A ROUGH
NONSKID SURFACE.
7. A 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE CONCRETE SIDEWALK ACCESS RAMP
JOINS THE CURB AND ALSO WHERE NEW CONCRETE ABUTS EXISTING CONCRETE.
B. CURB RAMPS SHOULD BE PLACED PARALLEL TO THE DIRECTION OF TRAVEL.
SHEET 6 OF 6
RAMP WIDTH AREA VARIABLE
4' MINIMUM
m m o 0 o m m m m m m o m m m m
BASE DIAMETER
e® eo oom oo mmo ee oe omo om om
eom Dm mo
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0.45"RTO 0.70"R
om Do
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TOP DIAMETER OF NO
F o 0 0 0 0 0 0 o m o 0 0 o e o m
LESS THAN 50% TO
NO MORE THAN 65%
OF THE BASE
DIAMETER
0.651, 1.8" TO
0.9" TO MIN.
1.a• ' � z.a•
2' PRECAST CLASS •B'
T CONCRETE
DETECTABLE WARNING
DOMES CONCRETE PAVER
4' MIN LANDING
SLOPE 12:1 MAX (6' MIN.)
1/41IFT
2' DETECTABLE
DEPRESSED CURB
STANDARD 2'-6'
4•
WARNING DOMES
SEE NOTE W
CURB 8 GUTTER
T
6'
+:
CONC IDE
ACCEWa-K
T
RAMP
'
EXPANSION JOINT
4' CONCRETE FOUNDATION
FOR WARNING DOMES TO BE
WITH SAME POUR AS RAMP,
FLARES, ETC.
PAY LIMITS FOR CURB RAMP
SIDEWALK WIDTH 6"W X 12"D CONCRETE CURB
8' MIN 1/2" EXPANSION
JOINT (TYP)
SSIDEIWALKWIDTH
2
'24" TYP •\/� R=1' (TYP)
1T MIN �� Gov,
DEPRESSED 2'-8"
6' (TYP) CURB & GUTTER
4' MIN. DETECTABLE WARNING
�\ SURFACE (TYP)
1/2"EXPANSION DEPRESSED I CONCRETE DEPTH
JOINT (TYP) 2'-6" CURB & GUTTER
(HEIGHT VARIES RAMP / FLARE 6"
CURB
REVEAL 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
O 8.33% (12:1) MAX RAMP SLOPE
O CROSS SLOPE: 2.00%
O 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.
W MIN LANDING
REPLACE FLARE SIDEWALK AREA
WITH CURB ALONG
RAMP; TOP AND
1/2"EXPANSION REPLACE FLARE
BOTTOM OF CURB JOINT (TYP)
1/J(VPON WITH CURB ALONG
TO BE FLUSH AT z JOINT(TYP)
TOP OF RAMP; SEE RAMP; TOP AND
'
SITE AND GRADING BOTTOM OF CURB
PLAN = /
�"
• �\ 1 TO BE FLUSH AT
DETECTABLE WARNING 3 TOP OF RAMP; SEE
SURFACE (TYP) m00%°tor SITE AND GRADING
6'(TYP) PLAN
4' MIN.
\\ DEPRESSED 2'-6"
CURB &GUTTER
1/2" EXPANSION DEPRESSED 2'-6"
JOINT (TYP) CURB & GUTTER
(HEIGHT VARIES
CURB REVEAL DETERMINED
BY FLARE SLOPE)
CONCRETE DEPTH
TYPE N-3A SHEET 3 OF
RAMP/FLARE s"
LANDING 4' (COMMERCIAL/RETAIL USE) CITY OF RALEIGH
STANDARD DETAIL
REVISIONS GATE: W/18 NOT TO SC4LE
CURB RAMPS
(NEW DEVELOPMENT)
T-20.01.3
(W MIN LANDING) SLOPE 12:1 MAX (94' MIN.) 2"
2'DETECTABLE DEPRESSED CURB
ARMING DOME STANDARD 2'- 6"
SEE NOTEM CURB & GUTTER
EXISTING CRETE ..-..,. ..:.:'
SURFACE APPLIEDIRETROFIT 4" CONCRETE
SECTION "A -A" DETECTABLE WARNING SURFACE SYSTEM FOUNDATION
WITH DETECTABLE WARNING PAVERS
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RAMP SECTION
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WITH DETECTABLE WARNING PAVERS
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NOTE;
IF,
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9
THIS APPLICATION ONLY TO BE USED
WHEN RETRO FRYING EXISTING
BARRIER FREE RAMPS
ADD
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9ECTION'B• SCBLE
SHEET 2 OF 4
NOTES:
1. DETECTABLE WARNING DOMES SHALL COVER 2'-0" LENGTH AND FULL
WIDTH OF THE RAMP FLOOR AS SHOWN ON DETAIL. SIZE OF PAVER
SHALL BE V X 1'.
2. OBTAIN 70% CONTRAST VISIBILITY WITH ADJOINING SURFACE, EITHER
LIGHT ON DARK, OR DARK ON LIGHT SEQUENCE COVERING THE
DETECTABLE WARNING AREA.
NOTES:
1. DETECTABLE WARNING DOMES SHALL COVER 2'-0" LENGTH AND FULL
WIDTH OF THE RAMP FLOOR AS SHOWN ON DETAIL
2. OBTAIN 70% CONTRAST VISIBILITY WITH ADJOINING SURFACE. EITHER
LIGHT ON DARK, OR DARK ON LIGHT SEQUENCE COVERING THE
DETECTABLE WARNING AREA.
SHEET 3OF4
RAMP SECTION
WITH DETECTABLE WARNING SURFACE
CAST -IN -PLACE SYSTEM
(4' MIN LANDING) SLOPE 12:1 MAX (5'4" MIN.)
2' DETECTABLE DEPRESSED CURB
WARNING DOMES STANDAR
° ISEE NOTE #1 CURB & GI
.4CNC.S/bALKCESS RAMPSION JOINT
DETECTABLE WARNING SURFACE SYSTEM
NOTES:
1. DETECTABLE WARNING DOMES SHALL COVER 2'-0" LENGTH AND FULL
WIDTH OF THE RAMP FLOOR AS SHOWN ON DETAIL.
2. OBTAIN 70% CONTRAST VISIBILITY WITH ADJOINING SURFACE, EITHER
LIGHT ON DARK, OR DARK ON LIGHT SEQUENCE COVERING THE
DETECTABLE WARNING AREA.
SHEET40F4
CITY OF RALEIGH
PUBLIC WORKS DEPARTMENT
REVISIONS
DATe. vfn8 NOT TO SCALE
DETECTABLE WARNING
CAST -IN -PLACE
T-20.04.4
TYPICAL MH FOR STORM SEWER
STANDARD MANHOLE
B A
� RING AND COVER \
? rar�
�
G
N
W 12 4"
'-� OR 5'-0•
> ) .
a'-o
SLOPE 45' o ,
x
C C 6' THICK UP TO 12' DEEP
12" THICK OVER 12' DEEP
O
LOPE 6"/12"
°6' 0°
3000 PSI B A
3000 PSI CONCRETE GROUT
SECTION A -A SECTION B-B
B
NOTES:
1. DEPTH MEASURED FROM TOP OF
CASTING TO INVERT OF MANHOLE.
2. PRECAST MANHOLE COMPONENTS SHALL
MEET ASTM-C-478 REQUIREMENTS.
y 3. SEE STANDARD. SW-10.10 FOR MANHOLE
COVER DETAIL.
A A 4. DOMESTIC CASTINGS REQUIRED
8- WITHIN STREET RIGHT-OF-WAY.
4•
v CITY OF RALEIGH
STANDARD DETAIL
B
REVISIONS DATE: 0118 NOTTOSCALE
TYPE A
STANDARD CLASS "A"
SECTION C-C
MANHOLE
SW-10.05
PIPE SIZE
MH DIAMETER
12-24"
4'-0"
30-42"
5'-0"
48"
6'-0"
8" ADS N-12 COMPATIBLE
ADAPTOR W/ SCREW TYPE
SLOPE TRENCH SIDES
SLOPE TRENCH SIDES
CLEANOUT PLUG
CONCRETE
PER OSHA REQUIREMENTS
PER OSHA REQUIREMENTS
oD
PAVEMENTW SLAB BASIN W
IIII IIII IIII IIII IIII
IIII IIII III
SIZE (MIN.)
12" 4'-0"
\
SELECT
12"
8" MIN. 15" 4'-0"
\\
FILL
12" 12"
PVC OR HDPE DRAIN 16" MIN. 18" 4'-6"
8" ADS N-12 PIPE
PIPE; SIZE AND 24 5 -0
Z
(LENGTH AS REQUIRED TO
MATERIAL AS SPECIFIED 30" 6'-0"
SELECT
FILL
`D INITIAL
MATCH FINISH GRADE)
ON SCHEDULE 8" MIN.
BACKFILL
DRAIN BASIN WITH H-25 RATED
O
D O D
BACKFILL MATERIAL SHALL BE CRUSHED STONE
MIN 4"
HAUNCHING
STD. PATTERN DUCTILE IRON OR GRAVEL MATERIAL MEETING CLASS 1 OR 2
BEDDING
ADS N-12
GRATE OR SOLID LID; SIZE AND
TYPE AS SPECIFIED ON SCHEDULE AS SPECIFIED IN ASTM D2321.
REQUIRED IF
CO
45• BEND
BACKFILL MATERIAL SHALL BE PLACED
_
IIII TRENCHING
_
III
UNIFORMLY IN 12" LIFTS AND COMPACTED.
-IIII -IIII -IIII
IN ROCK
IIII
-IIII -IIII -IIII
IIII
TYPICAL INSTALLATION IN PAVEMENT AREAS
-IIII -
-IIII -
D+4' MAX
DRAIN BASIN WITH DUCTILE MIN. 6" WIDE BY 4" THK.
IRON GRATE OR SOLID LID; CONC. PAD TO BE
RIGID PIPE
FLEXIBLE PIPE
SIZE AND TYPE AS FORMED AROUND DRAIN I
SPECIFIED ON SCHEDULE BASIN FRAME.
INCLUDES REINFORCED CONCRETE
AND DUCTILE IRON PIPE
INCLUDES CORRUGATED METEL, HDPE,
AND PVC PIPE
ADS N-12 "D" x 8"
REDUCING WYE
GENERAL NOTES
I
1.
BEDDING SHALL BE CLASS I -A WORKED BY
6.
SELECT BACKFILL NOT UNDER PAVED AREAS
HAND. IF GROUNDWATER IS ANTICIPATED,
CAN BE CLASS IV -A COMPACTED TO 95%
THEN BEDDING SHALL BE CLASS I-B
STANDARD PROCTOR.
PVC BODY
COMPACTED TO 95% STANDARD PROCTOR.
7.
ALL MATERIALS ARE CLASSIFIED IN ACCORDANCE
ADS N-12
I
2.
HAUNCHING SHALL BE WORKED AROUND THE PIPE
WITH ASTM D 2321-LATEST EDITION.
END CAP
WATERTIGHT ADAPTORS I
BY HAND TO ELIMINATE VOIDS AND SHALL BE CLASS
8.
ALL MATERIALS SHALL BE INSTALLED IN
Q
FOR USE WITH ALL
I -A OR CLASS I-B OR CLASS II COMPACTED TO
MAXIMUM 8" LOOSE LIFTS IN ACCORDANCE
PVC OR HDPE DRAIN PLASTIC PIPING SYSTEMS
95% PROCTOR.
WITH ASTM D 698. CLASS III AND IV -A
PIPE; SIZE AND ELEVATION PLAN
3.
INITIAL BACKFILL SHALL BE CLASS I -A
MATERIALS SHALL BE COMPACTED NEAR
MATERIAL AS SPECIFIED
WORKED BY HAND, OR CLASS I-B OR CLASS II
OPTIMUM MOISTURE CONTENT.
ON SCHEDULE
COMPACTED TO 95% STANDARD PROCTOR.
9.
FILL SALVAGED FROM EXCAVATION SHALL BE
TYPICAL INSTALLATION IN YARD OR SIDEWALK AREAS
4.
INITIAL BACKFILL NOT UNDER PAVED AREAS
FREE OF DEBRIS, ORGANICS AND ROCKS
LARGER THAN 3".
NOTES:
CAN BE CLASS III COMPACTED TO 90%
STANDARD PROCTOR.
10.
ALL TRENCH EXCAVATIONS SHALL BE SLOPED,
1. THE DIAMETER OF THE PIPE "D" MAY VARY FROM 8" - 15"
NOTES:
1. GRATES WITHIN LAWN AREAS TO BE 12" STANDARD PATTERN DUCTILE IRON.
5.
SELECT BACKFILL SHALL BE CLASS I, ll, OR
SHORED, SHEETED, BRACED, OR OTHERWISE
SUPPORTED IN COMPLIANCE WITH OSHA
2. ALL JOINTS SHALL BE WATER TIGHT
2. GRATES WITHIN MULCHED PLANTING BEDS TO BE 12" DUCTILE IRON, ATRIUM STYLE.
III COMPACTED TO 95% STANDARD PROCTOR
REGULATIONS AND LOCAL ORDINANCES.
3. GRATES WITHIN SIDEWALK AND PEDESTRIAN AREAS TO BE 12" ADA-COMPLIANT DUCTILE IRON.
WITH TOP 24" COMPACTED TO 100%
STANDARD PROCTOR.
3. ADS N-12 PIPE AND APURTANENCES MAY BE SUBSTITUTED
4. AREA DRAINS SHALL BE FURNISHED WITHOUT SUMP, ELSE SUMP SHALL BE FILLED WITH LEAN CONCRETE.
WITH LIKE HIGH DENSITY POLYETHLENE PIPE OR PVC PRODUCTS
STORM WATER CLEAN OU T, N TS
O
O
(" 5
O
CV
O
CV
CV
CO
AREA DRAIN, NTS
TRENCH DETAIL FOR STORM DRAIN AND UTILITY PIPES
SITE PERMIT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations. This approval of
this electronic document is only valid if the document has not been modified and the digital
signature below is valid:
DUDA I PAINE
ARCHITECTS
OWNER
Narsi Properties
10020 Sellona Street, Suite 100
Raleigh, INC 27617
ARCHITECT
Duda I Paine Architects, PA
333 Liggett Street
Durham, NC 27701
CIVIL ENGINEER
McAdams
2905 Meridian Parkway,
Durham, NC 27713
STRUCTURAL ENGINEER
Scalene Design
555 Fayetteville St I Suite 300
Raleigh, INC 27601
MEP ENGINEER
Barrett Woodyard
2301 Rexwoods Drive, Suite 108,
Raleigh, NC 27607
FIRE PROTECTION
Allied Fire Protection
80 Rupert Rd.
Raleigh, NC 27603
III11 I1111"A
CAR(,,�,4'.
Q
�� 34 355
0*4
N
O
2
This document is the product and exclusive property of
Duda I Paine Architects, PA. Neither the document nor the
information it contains may be copied, disclosed to others or used
in connection with any work or project other than the specific
project for which they have been prepared and developed
without the written consent of Duda I Paine Architects, PA.
© Copyright 2020 Duda I Paine Architects, PA
MARK I DATE I DESCRIPTION
PROJECT NUMBER: 21901 1
SITE &STORM
DRAINAGE DETAILS
C8.01
Construction Documents
CITY OF RALEIGH DEVELOPMENT APPROVAL
CITY OF RALEIGH REVIEW OFFICER

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SITE PERMIT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations. This approval of
this electronic document is only valid if the document has not been modified and the digital
signature below is valid:
DUDA I PAINE
ARCHITECTS
OWNER
Narsi Properties
10020 Sellona Street, Suite 100
Raleigh, NC 27617
ARCHITECT
Duda I Paine Architects, PA
333 Liggett Street
Durham, INC 27701
CIVIL ENGINEER
McAdams
2905 Meridian Parkway,
Durham, INC 27713
STRUCTURAL ENGINEER
Scalene Design
555 Fayetteville St I Suite 300
Raleigh, NC 27601
MEP ENGINEER
Barrett Woodyard
2301 Rexwoods Drive, Suite 108,
Raleigh, INC 27607
FIRE PROTECTION
Allied Fire Protection
80 Rupert Rd.
Raleigh, INC 27603
CARC,,
p�+ 9
O'5355
''. • �:tiG I NEB•• •`
This document is the product and exclusive property of
Duda I Paine Architects, PA. Neither the document nor the
information it contains may be copied, disclosed to others or used
in connection with any work or project other than the specific
project for which they have been prepared and developed
without the written consent of Duda I Paine Architects, PA.
© Copyright 2020 Duda I Paine Architects, PA
MARK I DATE I DESCRIPTION
PROJECT NUMBER: 21901 1
EROSION CONTROL
DETAILS
C8.02
Construction Documents
CITY OF RALEIGH DEVELOPMENT APPROVAL
141FLda:71121[damE[NIk9IIi99111IXC3

NEW CONC. TO BL 3000 P51
EX15TING CONC,
PI FL
SEE 5-4 * 5-5
SAW CUT AND KLMOVL
EX15TING PAVEMENT
4���I ,_o"
I p
N OTE5:
I. 5ee City of Raleigh standards for trenches and pipe bedding {
5-4 C 5-5) for additional details.
2. Pavement cuts over 5'-0" In width Shall be reinforced to
N.C.D.O-T. 5tandard5-
3. Pavement cuts Shall be made with an appropriate saw cut
machine.
4. Pavement cuts within NCDOT ROW 5hall conform to the approved
on site encroachment permit.
BORE 1 1/8" DIA., 1'-0"
ON CENTER ALONG CUT
* DOWEL WI #4 BAR
EXPANSION JOINT
MATERIAL, MASTIC
SEALANT, AND DOWEL
ADHESIVE AS REQUIKLD
BY NCDOT STANDARD SPECS.
5PLC5.
UNDISTURBED SOIL
NEW ASPHALT SURFACE COURSE
EX15TING PAVEMENT 3" MINIMUM EX15TING PAVEMENT
EXI5TING /
5UBGRADE 0,
UNDISTURBED SOIL
COMPACTED PILL
IN G" LIFTS
>/PIPE
REFER TO 5-4
5-5
NOTES:
I . IN NCDOT MAINTAINED ROADWAYS ENCROACHMENT PAVEMENT PATCH Rff_QUIF?;EMENTS 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 SHALL BE DACKFILLED WITH SUITABLE MATERIAL AND
COMPACTED TO A DEN5ITY OF AT LEAST 05% OF THAT OBTAINED BY COMPACTING A 5AMPLE OF
THE MATERIAL IN ACCORDANCE WITH AASHTO T-00 A5 MODIFIED 13Y NCDOT,
4. THE FINAL I' OF FILL SHALL CON515T OF ABC MATERIAL COMPACTED TO A DENSITY EQUAL To
100% OF THAT OBTAINED BY COMPACTING A 5AMPLE OF THE MATERIAL IN ACCORDANCE WITH
AA5HTO T-80 A5 MOD11=1ED BY NCDOT.
5. THE ENTIRE TMICKNE55 AND VERTICAL EDGE OF CUT 5HALL BE TACKED,
G. THE SAME DEPTH OF PAVEMENT MATERIAL WHICH EXISTS 5HALL BE REINSTALLED, BUT IN NO
CASE SHALL THE A5PHALT BE LL55 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 STANDARDS FOR TRENCHE5 AND PIPE BEDDING (5-4 *,5-5) FOR
ADDITIONAL DEFAIL5.
9. NO HAND PATCHING ALLOWED.
10. PAVEMENT CUTS WITHIN N.CDOT ROW 5HALL CONFORM TO THE APPROVED ON SITE
ENCROACHMENT PERMIT.
NOTES:
I . THE TRACER WIRE 5HALL BE CONTINUOUS TO THE GREATEST EXTENT P055115LE.
WHERE JO.INT5 ARE NECE551TATEU IN THE WIRE, THE JOINTS 5HALL BE SECURELY
EXTEND TRACER WIRE
BONDED TOGETHER WITH AN APRROVE❑ INDUSTRIAL CRIMP CONNECTOR TO
TO JUST BELOW
PROVIDE ELECTRICAL CONTINUITY. CRIMP5 5HALL BE 51MILAR METAL,
CLEAN OUT PLUG
r[
2. THE CLEANOUT AT THE RIGHT OF WAY AND OR EASEMENT SHALL 5ERVE AS THE TEST
�
PORT WITH THE TRACING WIRE BROUGHT UP OUT5IDE THE CLEANOUT A55EMBLY
AND WRAPFEU AROUND THE 57ACK TWICE AT A DEPTH OF APPROXIMATELY 1 2"
D
J
BELOW GRADE.
3, SPLICED CONNECTION5 5HALL SE ALLOWED BETWEEN THE MAIN LINE TRACER WIRE
AND THE LATERAL TRACER WIRE,
FINI5HED
4. FOR NEW 5EWER TAP5 ON EXISTING MAINS VOID OF ANY TRACER WIRE, PROVIDE AN
GKADE
ANODE FOR THE TRACING WIRE TERMINATION AT THE POINT OF THE NEW TAF ON THE
! .'p
=•=�!=�•
,=
EXISTING SEWER MAIN.
PAVEMENT CURS
�.
•
'
r
IT
LOOP TRACER WIRE
QTWICE
AROUND
a
CLEANOUT A55EM15LY
a
f
TRACER WIRE -NO, 12
A
z
GAUGE 5CLID COPIER
rn
Z
-
BARE WIRE
n
a
n
MAIN TRACER WRE
�<°n
70
r
FOR. NEW MAIN
Tit
CAST IRON OR BRONZE
CLEAN OUT PLUG
C
I.
LP
F11
Z
y
?MnAIN.
SEWER
70
N
LATERAL
NEW 5EtRVICE ON EXISTING MAIN-
-PROVIDE MAGNESIUM ANODE (I LB MIN) REQUIRED
WHERE NO TRACER WIRE 15 IN517ALLEU ON 5EWER MAIN
C)C)(" 5
O
CV
O
CV
CV
00
CLEANOUT
A55EMBLY
Q
FINISHED GRADE
FINAL / UNDISTURBED SOIL
BACKFILL
2 -D"
INITIAL
BACKFILL
G" #G7 STONE ° a ° ° MINIMUM SIDE
WHEN ROCK 15 G" O.D. OF PIPE 6" CLEARANCE
ENCOUNTERED O.D. OF PIPE MAXIMUM SIDE
CLEARANCE
NOTES:
1. TRENCHE5 REQUIRING SHORING AND BRACING, DIMEN51ON5 SHALL BE TAKEN FROM THE IN51DE
FACE OF THE SHORING AND BRACING.
2. NO ROCKS OK BOULDER5 4" OR LARGER TO BE U5ED IN INITIAL BACKFILL.
3. ALL BACKFILL MATERIAL 5HALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL5HALL 5L TAMPED IN G" LIFTS IN TRAFFIC AKLA5, 1 2" IN NON TRAFFIC AKLA5.
5. ACHIEVE 50% COMPACTION IN NON -TRAFFIC AREAS, AND 95% COMPACTION IN TRAFFIC AREAS.
G. IF IN EA5EMENT 4" TOPSOIL, AND 1 2" CLEAN 5ELECT FILL MAY BE REQUIRED.
7. NO BOULDERS 8" IN DIAMETER OR GREATER ALLOWED IN FINAL BACKFILL.
CITY OF KALLIGH
DLPAKTMLNT OF PUBLIC UTILITIES
TRENCH BOTTOM DIMLN510N5 t BACKFILLING
REQUIREMENTS FOR DUCTILE IRON
DWG. NO. REV1510N5 DATE REVISIONS DATE
D.W.G. 9-3-99
5-4 RRH 3-30-00
LOCALLY AVAILABLE SIZES
INTERCEPTORS
CAPACITY (GAL.)
5LFAKATOK5
CAPACITY (GAL.)
300
1000
550
1200
750
1GOO
loon
1200
1500
2000
2500
3000
4000
5000
0000
8000
NOTE5:
1. BAFFLE WALL LOCATED AT A D15TANCE FROM INLET WALL 23 TO /4 OF THE TOTAL LENGTH
OF THE INTERCEPTOR OR 5EPARATOR A5 SHOWN ON DETAIL 5-40.
BAFFLE WALLS LOCATED AT A D15TANCE APPROXIMATELY OF �/3 OF THE TOTAL LENGTH OF THE
5EPAKATOK A5 5HOWN ON DETAIL 5-40.01 .
2. EACH INTERCEPTOR OR StPAKATOK 511ALL HAVE INLET AND OUTLET TE5. THE OUTLET TEE
5HALL EXTEND 50% INTO THE LIQUID DEPTH. THE INLET TEE 5HALL EXTEND 25%u INTO THE
1JOUID DEPTH. INLET AND OUTLET TEES MU5T BE OPEN TO ALLOW THE COLLECTION OF F.O.G.
5AMPLE.
3. ACE55 OFENING5 OVER EACH COMPARTMENT WITHIN THE INTERCEPTOR OR 5EPARATOR5HALL
BF 24 INCHE5 IN DIAMETER AND CONTAIN PICK HOLF5. ALL COVERS 5HALL BE CONSTRUCTED
OF CA5T IRON OR toU.fvALENT TRAFFIC BFAPJNG MATERIAL. MANHOLE COVtK5 MUST EXTEND
TO FINISH GRADE AND BE INSTALLED TO EXCLUDE THE ENTRANCE Of 5TORMWATER INTO THE
iNTEKCPPTOR OR SEPARATOR.
4. FULL 517F DUAL SWEEP CLEANOUT5 SHALL BE I45TALLED ON THE INLET AND OUTLET 51DF5
OF THE INTERCEPTOR OR 5EPARATOK.
5. INTFRCEPTOR5 AND 5FPARATOR5 MUST BE VENTED IN ACCORDANCE WITH THE NC 5TATF
FLLJMBING CODE.
G. CONCRETE: 4000 P51 @ 28 DAYS.
7. DE5fGN: ACI 3 I b BUILDING CODE
A5TM C I G 3-OG FOR GREA5f INTERCEFTOR5
A5TM C913-02 FOR WATER AND WA5TEWATER 5TRUCTURE5
A5TM C890-OG FOR MINIMAL STRUCTURAL DE51GN LOADING
b. INTERCEPTORS AND arAKATOR5 5HALL BE DE5iGNED TO WITHSTAND AN H 20 WHEEL LOAD.
9. INTERCEPTORS OR SEPARATORS MADE Of POLYETHYLENE OR FIBEKGLA55 5HALL INCLUDE A
MINIMUM 12,OG0 P51 TENSILE STRENGTH, 19.000 P51 FLEXURAL 5TRFJNGTi. AND 800,000 P51
FEXURAL MODULU5.
10. ALL INTERCEPTOK5 AND 5tPARATOK5 5HALL BE INSTALLED IN ACCORDANCE WITH THE
MANUFACTUREK5 SPECIFICATIONS.
FINISHED GKADL
FINAL
BACKFILL /
UNDISTURBED 501L
INITIAL
BACKFILL
SPRING LINE .'-. / #G7 STONE
HAUNCITL a° a ° o PIPE GRADE
°o °gym
aO°
4" BEDDING
TAMP WELL UNDER MINIMUM SIDE
BOTTOM HALF OF PIPE G" O.D. OF FIFE 6" �� CLEARANCE
TYPICAL TRENCH BOTTOM DIMEN51ON5 FOR
5DR 35 PVC GRAVITY PIPE
NOTES:
I . FOR TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BE TAKEN FROM THE
INSIDE FACL OF THE SHORING AND BRACING.
2. NO ROCKS OK BOULDERS 4" OR LARGERTO BE USED IN INITIAL BACKFILL.
3. ALL BACKFILL MATERIAL 5HALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL 5HALL BE TAMPED IN G" LIFTS IN TRAFFIC AKLA5, 1 2" IN NON -TRAFFIC AKLA5.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIL5
TRENCH BOTTOM DIMLN51ON5 AND BACKFILNNG
REQUIREMENTS FOR PVC GRAVITY 5EWER MAIN
DWG. NO. REVISIONS I DATE I REVISIONS I DATE
5-5TO NOTES 3-1-87 I D.W.C. 9-3-99
7-2-82 I RRH -30-00
8" W/ G/5/4"
BOOT
8"
C24'
SITE PERMIT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations. This approval of
this electronic document is only valid if the document has not been modified and the digital
signature below is valid:
CITY OF RALEIGH DEVELOPMENT APPROVAL
CITY OF RALEIGH REVIEW OFFICER
DUDA I PAINE
ARCHITECTS
OWNER
Narsi Properties
10020 Sellona Street, Suite 100
Raleigh, NC 27617
ARCHITECT
Duda I Paine Architects, PA
333 Liggett Street
Durham, NC 27701
CIVIL ENGINEER
McAdams
2905 Meridian Parkway,
Durham, NC 27713
STRUCTURAL ENGINEER
Scalene Design
555 Fayetteville St I Suite 300
Raleigh, NC 27601
MEP ENGINEER
Barrett Woodyard
2301 Rexwoods Drive, Suite 108,
Raleigh, NC 27607
FIRE PROTECTION
Allied Fire Protection
80 Rupert Rd.
Raleigh, NC 27603
0*4
a)O
2
This document is the product and exclusive property of
Duda I Paine Architects, PA. Neither the document nor the
information it contains may be copied, disclosed to others or used
in connection with any work or project other than the specific
project for which they have been prepared and developed
without the written consent of Duda I Paine Architects, PA.
© Copyright 2020 Duda I Paine Architects, PA
MARK DATE DESCRIPTION
PROJECT NUMBER: 21901 1
SANITARY SEWER
DETAILS
C e03
Construction Documents

NEW CONC. TO BE
EXISTING 3000 P51
CONC.
- 5AW CUT AND KLMOVL
EXISTING PAVEMENT
I _0,
TYP, .
NEW ASPHALT SURFACE COARSE
3" MINIMJM
EX15TING PAVEMENT
EXISTING PAVEMENT
NL 1DC 12 MIN U[:r'
as°� BORE I 1/8" DIA., I'-O°
2" BW ELOEXISTING
EXISTING
5UBCRADE
O°
... ON CENTER ALONG CUT #
G" COMPACTED NO. DOWEL W/ #4 BAR
G7 STONE -O"
TyP' TYP'
`-UNDISTURBED
EXPANSION JOINT MATERIAL,
COMPACTED
SOIL
BACKFILL, TAMPED IN MASTIC SEALANT, AND DOWEL
FILL IN 6" LIFTS
ADHE51VE AS REQUIRED BY
G." LIFTS
NCDOT STANDARD SPECS.
PIPE
FIFE UNDISTURBED SOIL
REH> R TO W 3
SEE W-3
NOTES:
1. 5EE CITY OF RALEIGH 5TANDARD5 7ORTRENCHE5 AND PIPE BEDDING W-3 FOR ADDITIONAL DETAILS
2, PAVEMENT CUTS WITHIN NCDOT ROWS ALL CONFORM TO THE APPROVED ON SITE ENCKOACHMFNT
PERMIT.
3. THE PAVEMENT CUT 5HALL BE DEFINED BY A 5TKAIGHT EDGE AND. CUT WITH AN APPROVED 5AW'CUT
MACHINE.
4. THE TRENCH 5UBGKADE MATEMALSHALL BE BACKFILLED WITH SUITABLE MATERIAL AND
COMPACTED TO A DEN5ITY OF AT LEA5T 95% OF THAT OBTAINED BY COMPACTING A SAMPLE OF
THE MATERIAL IN ACCORDANCE WITH AA5HTO T-99 A5 MODIFIED BY NCDOT. 5. THE FINAL G" OF FILL
5HALL CONSIST OF ABC MATERAIL COMPACTED TO A DENSITY EQUAL TO 1 DO% OF THAT OBTAINED
BY COMPACTING A 5AMPLE OF THE MATERIAL IN ACCORDANCE WITH AA5HTO T-bO A5 MODIFIED BY
NCDOT.
TEE INTERSECTION
NOTES:
I . THE PAVEMENT CUT SHALL BE DEFINED BY A STRAIGHT LOGE AND CUT WITH AN
APPROPRIATE SAW CUT MACHINE.
2. THE TRENCH 5U8GRADE 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 IN ACCORDANCE WITH AASHTO T-99 A5 MODIFIED BY NCDOT.
3. THE FINAL 1' OF FILL SHALL CON515T Of ABC MATERIAL COMPACTED TO A DENSITY EQUAL
TO 1 00% OF THAT OBTAINED BY COMPACTING A SAMPLE OF THL MATERIAL IN
ACCORDANCE WITH AA5HTO T-60 A5 MODIFIED BY NCDOT.
4. THE ENTIRE THICKNESS/ VERTICAL EDGE OF CUT SHALL BE TACKED.
5. THE SAME DEPTH OF PAV}rIv1ENT MATERIAL WHICH EXISTS SHALL BE RLIN5TALLED, BUT IN
NO CASE SHALL THE ASPHALT BE LESS THAN 3" THICK.
G. THE ASPHALT PAVEMENT MATERIAL SHALL BE INSTALLED AND COMPACTED THOROUGHLY
WITH A SMOOTH DRUM ROLLER TO ACHIEVE A SMOOTH LEVEL PATCH,
7. REFER TO CITY OF PALEIGH STANDARDS FOR TRENCHES AND PIPI= BEDDING, W-3. FOR
ADDITIONAL DETAILS.
8. NO HAND PATCHING ALLOWED.
9. PAVEMENT CUTS WITHIN NCDOT ROW SHALL CONFORM TO THI< APPROVED ON SITE
ENCROACHMENT PERMIT.
THRUST BLOCKING
C
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n
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THRU5T BLOCK
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AREA
S
70
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1. CONCRETE 51ALL 5E 3000 751
G)
2. CONCKETE 5HALL NOT CONTACT 130LT5 ORENDS OF
r =
O G�
MECHANICAL JOINT FITTINGS.
U <
�
3. TKENCHE5 SHALL CONFORM TO STANDARD DETAIL
W-3.
4. SEE STANDARD THRUST BLOCK TABLES, W-10 THRU
W-1 1, FOR AREA OF CONCRETE REQUIRED.
5, ALL 5END5 AND INTERSECTIONS 5HALL HAVE
CONCRETE THRUST BLOCKING.
b b
0� O
TYPICAL NOTES:
1)-ALL EXPOSED PIPING AND FITTINGS TO BE GALVANIZED
WITH EXCEPTION OF STORZ CONNECTION
2)-40' MAX. FROM FDC TO FIRE APPARATUS ACCESS (DRIVEWAY)
3)-FOR NFPA 13R SYSTEMS (2 1/2" RISER AND SMALLER) SINGLE
FDC W/ RALEIGH THREADS (3.340 X 6 SHARPE V FORM)
4)-WHEN BUILDING HT. IS GREATER THAN 200' USE RAL. SIAMESE
5)-AN APPROVED CONNECTION (TAPPING NOT APPROVED)
`I
b.
aba a:d.'�4. 4d
5" STORZ CONNECTION
30 DEGREE FIXED (NON -SWIVEL)
THREADED NIPPLE W/ CAP SECURED W/ CHAIN
GUARDIAN MODEL 6625 RAL. (4")
OR MODEL 6628 RAL (6") OR EQUAL
STABILIZE PIPE WITH
2' X 2' X 6" CONC. PADL
BITUMINOUS COATING
APPLIED TO GALVANIZED��
�LLw
MINIMUM" (HOT DIP) GALV.
01 -J�ncn<
RODS WITH BITUMINOUS COATING
m 0
ON BOLTS AND NUTS.
TO SYSTEM
DEADMAN RESTRAINT
PER PUBLIC UTLITIES THRUST BLOCKING PER COR
DETAIL #W-7 PUBLIC UTILITIES GUIDE W-9
QUARTER TURN ¢
BALL VALVE o
r
TM
Mw
O
O (_
w2c-
m IL
GRADE
BALL DRIP IN GRAVEL
WRAP GRAVEL IN FILTER
FABRIC (FX55, OR EQUAL)
CITY OF RALEIGH FIRE DEPARTMENT DESCRIPTION: REVISIONS: DATE: DRAWING NO.
FIRE PROTEGPON DIVISION YARD FDC DETAIL REQUIREMENTS 5-1 06 IS. e FP-15
310 WEST MARTIN ST. RALEIGH, NC 27602
0
O
I-0
O
CV
O
CN
CV
00
UNDISTURBED
501 L
O.D. OF PIPE �� MINIMUM 51DE
I
G" OF #G7 STONE WHEN I G G' I CLEARANCE
ROCK OR WATER 15
FS � -
ENCOUNTERED
NOTES:
I . TRENCHES REQUIRING SHORING AND BRACING, DIMENSIONS SHALL BL TAKEN FROM THE
IN51DE FACE OF: THE SHORING AND BRACING.
2. NO R.00K5 OR B0ULDER5 4" OR LAKGEP TO SE USED IN BACKFILL.
3. ALL BACKFILL MATERIAL SHALL BE SUITABLE NATIVE MATERIAL.
4. BACKFILL SHALL 13E TAMPED IN G" LIFT5.
5. ACHIEVE 95% COMPACTION IN BACKFILL.
GATE / TAPPING VALVE
A a a -
4 fl
O D o
D..
4 4
07
p Oi
_
o0
..4 A
A
TOP VIEW
3000 P51 SOLID CONCRETE SHALL BE
USED AS FOOTING FOR DUCTILE IRON
PIPE.
VALVE
FLANGE
M.J. PETTING
P
Q
-
.4
a�
o 0
r,IAIIJ
TAPPING SLEEVE
51DL VILW
NOTES:
1. CONCRETE SHALL NOT CONTACT
BOLTS OR ENDS OF MECHANICAL JOINT
FITTI N G5.
2. 5EE STANDARD REACTION BLOCK
CITY OF RALEIGH
TABLES, W-1 O AND W-I I FOR AREA OF
DEPARTMENT Of FUBUC UTILITIL5
CONCRETE REQUIRED.
4" - 24"
5TANDARD TAPPING SLEEVE AND
VALVE A55EMDLY
DWG. NO.
REVISIONS
I DATE I REVISIONS DATE
W- 14
Y.C.A,
1 2-3 1 -9 I KRIT 3-3 1-00
D.W.C.
9-7-59 1 J.F.5. 11 1-1-10
PROPERTY MINIMUM 3G" HOKWONTAL CLEARANCE
LINE FROM ANY OBJECT.
FIRE HYDRANT, PUMPER NOZZLE TO BL POINTED
TOWARDS FIRE TRUCK ACCESS.
TRAFFIC FLANGE BETWEEN 2" 6"
ABOVE GRADE
]-I SIDEWALK CURB AND GUTTER
�6 � �. PAVEMENT
VALVE BOX G" GATE VALVE
CONC. THRUST
N COMPACTED BACKFILL / BLOCK
(TAMPED IN G" LIFTS) f/
- A..
G" MIN. BRANCH PIPE
_ RESTRAINING GLANDS MAIN
E-I'-3"x I'-3"x 4" THICK RESTRAINING
GLANDS
7 CU. FT. CRUSHED
STONE MIN.
UNDISTURBED EARTH.
NOTES:
1. FIRE HYDRANT SHALL BE A5 MANUFACTURED: MUELLER. AMERICAN DARLING. KENNFDY, M4H,
WATEKOU5, CLOW, EA5T JORDAN IRON WORKS. OK U5 FIFE.
2. BRANCH PIPE 511ALL BE DUCTILE IRON AMA C 15b-9C
3. G" GATE VALVE 5HALL BE AWWA C500-8G OPEN LEFT
4. STEEL ROD5 AND BOLT5 5HALL BE A" HOT DIPPED GALVANIZED
5. FIRE HYDRANTS WILL BE INSTALLED IN TRUE VERTICAL P051TION
KOD5 5HALL NOT BE COUPLED MORE THAN ONCE. IF THE LENGTH FROM THE VALVE TO THE
HYDRANT EXCEEDS 20THEN A MI=CHANICAL RESTRAINING GLAND WITH A KEBAfK CAGE 5HALL BE
INSTALLED NO MOPE THAN 10' FROM HYDRANT AND POURED IN CONCRETE.
FIRE HYDRANT5 TO BE LOCATED IN ROW OR 2 FOOT EA5EMENT ADJACENT TO ROW
ANYTIME SITE WORK, CONSTRUCTION,
ROAD WORK, OR ANY OTHER WORK
CHANGES THE GRADE OF THE FIRE CITY OF RALEIGH
HYDRANT, THE PERSON RE5PON51BLE
FOR THE WORK 15 RE51`011515LE FOR DEPARTMENT OF PUBLIC UTILITIES
ADJUSTING THE PIKE HYDRANT TO STAY
WITHIN COMPLIANCE. rJ`TANDARD FIRE I�YDRANT
INSTALLATION DETAIL
DWG. NO, REVI510115 DATE REV151ON5
A6t3 4-6-OQ- PAP
W-4 ©HL V 14108
APPROVED METHOD FOP. EYTEN51ON OF VALVE SOX NOTE: 2'x 2'r G" CONCRETE PAD REQUIRED ON ALL
VALVF5. NO FRECA5T CONCRETE DOUGHNUT
ALLOWED.
5 112'-5 515
I I14"-I I"
SEE STANDARD W-18
FOR COVER Dff7AIL5.
1 5TANDAKD VALVE I �
BOX TOP SECTION TO Y� 2'-r� DOMESTIC
BL SLIDE SECTION CASTING
FINAL PAVEMENT P,
COURSE
. .n VALVE BOX
COVER
CONCRETE ,
PAD
VALVE
BOX
U5E 5" 501L PIPE
FOR EXTENSIONS
TAMPED-
BACKFILL
VALVE
WATER
0 0
MAIN
5TAD-IN C.I. OR D.I.
: •. " . '
FIFL GASKET
TAMPED .:"_;•..: "''." : :; '
BACKFILL
NOTF5:
1 I VALVE BOX NOT TO CONTACT WATER MAIN
2) ALL TKAFFIC CA5TING5 MUST BE CLA55 35 OK
GREATER.
3) FOR ANY VALVF5 OVER 1 O' DEEP, A VALVE 5TEM
EXTEN510N MUST BE U5ED TO. BRING TO A DEPTH OF
NO MOKE THAN 5', EXTEN510N MUI BE A MINIMUM
OF 1' 501-[D 5TOcr.
STANDARD VALVE BOX
4) TOTAL VALVE BOX WEIGHT: MINIMUM DF 85 LB5.
BOTTOM SECTION
SITE PERMIT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations. This approval of
this electronic document is only valid if the document has not been modified and the digital
signature below is valid:
CITY OF RALEIGH DEVELOPMENT APPROVAL
CITY OF RALEIGH REVIEW OFFICER
DUDA I PAINE
ARCHITECTS
OWNER
Narsi Properties
10020 Sellona Street, Suite 100
Raleigh, NC 27617
ARCHITECT
Duda � Paine Architects, PA
333 Liggett Street
Durham, NC 27701
CIVIL ENGINEER
McAdams
2905 Meridian Parkway,
Durham, NC 27713
STRUCTURAL ENGINEER
Scalene Design
555 Fayetteville St I Suite 300
Raleigh, NC 27601
MEP ENGINEER
Barrett Woodyard
2301 Rexwoods Drive, Suite 108,
Raleigh, NC 27607
FIRE PROTECTION
Allied Fire Protection
80 Rupert Rd.
Raleigh, NC 27603
CAR(-,, '.
• O ES r
_ JE- 9r•i
0 35 355
'. • �.tiG I NE�e'
0*4
N
O
2
This document is the product and exclusive property of
Duda I Paine Architects, PA. Neither the document nor the
information it contains may be copied, disclosed to others or used
in connection with any work or project other than the specific
project for which they have been prepared and developed
without the written consent of Duda I Paine Architects, PA.
© Copyright 2020 Duda I Paine Architects, PA
MARK I DATE I DESCRIPTION
PROJECT NUMBER: 21901 1
WATER DETAILS
C so4
Construction Documents

a: I
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NEW OR EXISTING WHEN REQUIRED
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0
IRRIGATION
METER
LINE
I
I
NEW CURB STOP IN
CURB STOP BOX APPROVED RP
BACKFLOW
ASSEMBLY.
NOTES:
1. IRRIGATION METER SHALL BE LOCATED ON THE 51DE OF DOMESTIC METER WITH
INCREASING ADDRE55E5.
2. THE BACKFLOW SHALL BE INSTALLED NO MORE THAN I O' FROM THE METER IN A
VISIBLE LOCATION.
3. BACKFLOW RI5ER/5TANDPIPE SHALL BE OF COPPER OR BRA55.
3. THE RP RELIEF VALVE SHALL BE A MINIMUM OF 1 2" ABOVE ANY MATERIAL (MULCH
INCLUDED) OR GRADE.
4. A SERVICE VALVE 15 REQUIRED AFTER THE METER BUT BEFORE THE BACKFLOW
ASSEMBLY FOR MAINTENANCE AND REPLACEMENT PURPOSES.
5. THE INSTALLATION MUST AL50 MEET ALL CODE REQUIREMENTS PER THE NC PLUMBING
CODE.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIES
IRRIGATION TAP ON NEW AND EXI5TING
SERVICES
DWG. NO. 1 REV151ON5 DATE I REVISIONS I DATE
W-35 RRH 3-31-00 D.H.L. G-18-08
ABB -10-04 1 J.1".5. 10/25 1 O
28,
TO RISER ROOM
18 Y2"
MAXIMUM
ELECTRIC SUPERVISORY
CONTROL VALVE SWITCH
(MUST FACE UPWARD)
WALL
SLEEVE
SET
WALL
SCREW
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I I I, �,I I II I II I Il=„III
FROM WATER MAIN
1
-III-III-I l ll i ll l ll l ll l
-II
WALL MOUNTED
POST
INDICATOR
VALVE
N.T.S.
CA5T DATE
U
PLAN VIEW
BOTTOM VIEW
NOTE I
- "WATER" LETTERING MUST BE 1 " RAIS[D (RECESSED FLU511)
5LCTION VIEW NOTE 2
VALVE COVLK SHALL BE DOML5TICALLY CAST.
NOTE 3
- COVER MU5T HAVE A MINIMUM WEIGHT OF 25 POUND5.
NOTE 4
- COVER MUST BE CLA55 35 OR GREATER.
NOT[ 5
COVEK MU5T MELT OK EXCEED AA511TO H-20 LOAD
9fQUIREMENTS,
I V .
A. MLTLK
a I A55EMBLYI
P'
Z
Q .a APPROPRIATE BACKFLOW
°' ' a PKLVLNTION A55EMBLY
4w.
(ABOVE GROUND ONLY)
0
4
o I DOME5TIC LINE
a
APPKOPKIATL FIKL LINE
BACKFLOW PRE. A55EM.
(ABOVL GROUND ONLY)
n FIRE LINE
' MAIN
a Q I
I p
IRRIGATION LINE � FDC IF
R APPLICABLE
METER O REDllC1 D PRE5URP
A55EMBLY W A55EMBLY (ABOVE
GROUND ONLY)
1 . 5EKVICE TAP5 FOR 2" AND 5MALLER DOMESTIC 5ERVICE5 MAY BE BY CORPORATION
COCKS. LARGER 5ERVICE5 WILL REQUIRE A TEL AND GATE VALVE OR TAPPING 5LE[VE AND
VALVE A55LMBLY AND 90° BEND.
2. DOMESTIC 5ERVICETAP5 SHALL BE ALLOWED ONLY ON G" OR LARGER FIRE LINE5 BEFORE
THE BACKFLOW A55LM13LY.
3. ONE DOMESTIC TAP PER FIRE UN[ ON 5TREET 51DE OF: BACKFLOW. 4. FIRE LINE SHALL
HAVE A FIRE HYDRANT OR BLOW OFF A55EMBLY AT IT5 END TO FACILITATE FLU51HING WHEN
NEEDED.
5. IRRIGATION METER 5HALL BE LOCATED ON THE 51DL OF DOMESTIC METER WITH
INCREA5ING ADDRESSES.
G. THE BACKFLOW SHALL BL INSTALLLD NO MORE THAN 1 0' FKOM THE MLTLK IN A V1515LL
LOCATION.
7. DOME5TIC'/IRRIGATION BACKFLOW RI5ER/5TANDPIPE SHALL BE OF COPPER OR BRA55.
8. THE KP RELIEF VALVE SHALL BL A MINIMUM OF 1 2" ABOVE ANY MATERIAL (MULCH
INCLUDED) OR GRADE.
9. A SERVICE VALVE 15 REQUIRED AFTER THE METER BUT BEFORE THE BACKFLOW
A55EMBLY FOP, MAINTENANCE AND REPLACEMENT PURPOSE5.
10. THE INSTALLATION MUST AL50 MEET ALL CODE REQUIKEMLNT5 PER THE NC PLUMBING
CODE.
CITY OF RALEIGH
DEPARTMENT OF PUBLIC UTILITIE5
FIRE, DOME5TIC � IRRIGATION
07TION5 SCHEMATIC
DWG. NOJ REVISIONS I DATE 1 KEV1510N5 DATE
W-34 D.w.c.I 11-18-99 A.B.B. 7-10-04
RRH 3-3 1 -oo I D. H . L. G/ 18/08
4'-0"
G" MIN. LIFTING
HOLES
rn'• / TYP 4X
25"
12'' 3'-0"
35"
TYP SHAPE
TRAFFIC RATED ACCESS
DOGHOUSE
DOOR W/ SLAM LOCK
CAST IN TOP
G" MIN.
1 2"W x 18"H
DOGHOUSE
WEIGHT: 2,900 lb5.
NOTE5:
1) REINFORCEMENT: #4 @ G" OCEW
2) CONCRETE: 4,000 PSI @ 28 DAYS
3) G" OF #G7 STONE SHALL BE PLACED IN
CITY OF RALEIGH
BOTTOM OF VAULT
DEPARTMENT OF PUBLIC UTILITIES
4) METER FLANGE SHALL BE PLACED 42 "
BELOW FINISHED GRADE
TYPICAL 4" WATER
METER VAULT
DWG. NO.
REVISIONS DATE REVISIONS DATE
W-32
A.B.B. 8-2G-04
D.H.L. G-I8-0,5
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13YPA55 1 N 5TALLATI O N
DWG. NO.
REVISIONS DATE
REVISIONS
DATE
W-29
D.W.0 11-IS-9
D.H.L.
G/IS/OS
A.B.B. 8-30-04
J.P.S.
1 1 -4-10
SITE PERMIT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations. This approval of
this electronic document is only valid if the document has not been modified and the digital
signature below is valid:
CITY OF RALEIGH DEVELOPMENT APPROVAL
CITY OF RALEIGH REVIEW OFFICER
DUDA I PAINE
ARCHITECTS
OWNER
Narsi Properties
10020 Sellona Street, Suite 100
Raleigh, NC 27617
ARCHITECT
Duda I Paine Architects, PA
333 Liggett Street
Durham, NC 27701
CIVIL ENGINEER
McAdams
2905 Meridian Parkway,
Durham, NC 27713
STRUCTURAL ENGINEER
Scalene Design
555 Fayetteville St I Suite 300
Raleigh, NC 27601
MEP ENGINEER
Barrett Woodyard
2301 Rexwoods Drive, Suite 108,
Raleigh, NC 27607
FIRE PROTECTION
Allied Fire Protection
80 Rupert Rd.
Raleigh, NC 27603
0*4
N
O
2
This document is the product and exclusive property of
Duda I Paine Architects, PA. Neither the document nor the
information it contains may be copied, disclosed to others or used
in connection with any work or project other than the specific
project for which they have been prepared and developed
without the written consent of Duda I Paine Architects, PA.
@ Copyright 2020 Duda I Paine Architects, PA
MARK DATE DESCRIPTION
PROJECT NUMBER: 21901 1
WATER DETAILS
C 005
Construction Documents

CONSTRUCTION SPECIFICATIONS
GENERAL NOTES
1. PRIOR TO CONSTRUCTION, ANY DISCREPANCIES IN THE PLANS AND NOTES SHALL BE BROUGHT TO THE ENGINEER'S ATTENTION.
2. PRIOR TO ANY CONSTRUCTION OR PLACEMENT OF ANY BACKFILL, THE ONSITE GEOTECHNICAL ENGINEER SHALL INSPECT THE EXCAVATION AREA FOR
THE UNDERGROUND SCM WITHIN THIS AREA TO ASSESS WHETHER SUITABLE SOILS EXIST AT THE SUBGRADE LEVEL. IF THE CONTRACTOR CONSTRUCTS
AND COVERS UP THE UNDERGROUND SCM PRIOR TO INSPECTION, THEN THIS AREA SHALL BE UNCOVERED AND TESTED (TO THE ENGINEER'S AND
OWNER'S APPROVAL) AT THE CONTRACTOR'S EXPENSE.
3. THE FACILITY SHALL NOT BE USED AS A TEMPORARY EROSION CONTROL DEVICE (I.E. SEDIMENT TRAP OR SEDIMENT BASIN) DURING CONSTRUCTION.
4. PRIOR TO PLACING STORMFILTER CARTRIDGES WITHIN THE UNDERGROUND SYSTEM, THE CONTRACTOR SHALL REQUEST AN ONSITE MEETING WITH THE
DESIGN ENGINEER AND THE EROSION CONTROL INSPECTOR TO ENSURE THE UPSTREAM DRAINAGE AREA IS COMPLETELY STABILIZED (I.E. GOOD
VEGETATIVE COVER). IF THE CONTRACTOR DECIDES TO PLACE THE STORMFILTER CARTRIDGES PRIOR TO APPROVAL FROM THE DESIGN ENGINEER AND
THE EROSION CONTROL INSPECTOR, THEN THE CONTRACTOR SHALL EXCAVATE/REPLACE, AS NECESSARY, THE COMPONENTS NEEDED FOR THE SYSTEM
TO FUNCTION PROPERLY AT HIS / HER EXPENSE SHOULD THE STORMFILTER CARTRIDGES NOT FUNCTION PROPERLY (I.E. WILL NOT DRAIN DUE TO
SEDIMENT DEPOSITION) DUE TO AN UNSTABILIZED UPSTREAM DRAINAGE AREA.
5. ONCE CONSTRUCTED, THE STORMFILTER CARTRIDGES SHALL NOT RECEIVE STORMWATER RUNOFF UNTILTHE ENTIRE CONTRIBUTING DRAINAGE AREA
TO THE UNDERGROUND SYSTEM HAS BEEN COMPLETELY STABILIZED AND SITE CONSTRUCTION IS COMPLETE.
6. ALL COMPONENTS OF THE UNDERGROUND SCM SYSTEM (JOINT/ RISER CONNECTIONS, ENDCAPS, ACCESS MANHOLES, ETC.) SHALL BE DESIGNED BY
OTHERS. ANY VARIATIONS OR CHANGES MADE FROM THESE SPECIFICATIONS AND DRAWINGS DURING THE ORDERING AND/ OR INSTALLATION OF ALL
COMPONENTS MUST BE APPROVED BY THE DESIGN ENGINEER. THE STRUCTURAL DESIGN OF THE UNDERGROUND SCM, ALONG WITH ITS
ASSUMPTIONS, IS ALSO BY OTHERS. THE JOHN R. McADAMS COMPANY, INC. AND ITS EMPLOYEES ASSUME NO LIABILITY WITH RESPECT TO ANY ASPECT
OF THE STRUCTURAL DESIGN FOR THE UNDERGROUND SCM SYSTEM.
7. ALL PIPE/RISER CONNECTIONS AND JOINTS ASSOCIATED WITH THE STORM FILTER SYSTEM AND UNDERGROUND DETENTION PIPE SHALL BE WATER
TIGHT. THE MECHANISM FOR ACHIEVING THIS SHALL BE SUBMITTED TO THE DESIGN ENGINEER FOR REVIEW.
8. THE CONTRACTOR SHALL FURNISH, INSTALL, OPERATE, AND MAINTAIN ANY PUMPING EQUIPMENT, ETC. NEEDED FOR REMOVAL OF WATER FROM
VARIOUS PARTS OF THE SAND FILTER SYSTEM SITE. IT IS ANTICIPATED THAT PUMPING WILL BE NECESSARY IN THE EXCAVATION AREAS. DURING
PLACEMENT OF FILL WITHIN THIS AREA (OR OTHER AREAS AS NECESSARY), THE CONTRACTOR SHALL KEEP THE WATER LEVEL BELOW THE BOTTOM OF
THE EXCAVATION. THE MANNER IN WHICH THE WATER IS REMOVED SHALL BE SUCH THAT THE EXCAVATION BOTTOM AND SIDE SLOPES ARE STABLE.
9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ADHERE TO ALL CURRENT OSHA REGULATIONS FOR CONFINED SPACE ENTRY AND PROVIDE
SUCH DURING ENGINEER WALK-THROUGH/INSPECTION.
10. ALL PIPE PENETRATIONS THROUGH A CONCRETE OR CMP STRUCTURE (I.E. STORMFILTER CARTRIDGE / DETENTION SYSTEM, STORM DRAINAGE
MANHOLES, ETC.) SHALL BE MADE WATERTIGHT USING NON -SHRINK CEMENTIOUS GROUT.
11. ACCESS MANHOLES SHALL INCLUDE LADDERS OR MANHOLE STEPS. IF, AT ANY ACCESS POINT, MANHOLE STEPS WOULD RESULT IN A 3" OR GREATER
OFFSET, A LADDER SHALL BE PROVIDED. AS SUCH, A LADDER SHALL BE REQUIRED AT ALL MANHOLE ACCESS POINTS TO THE STORMFILTER VAULT. ALL
LADDERS SHALL INCLUDE AN EXTENDING AND RETRACTING SECTION THAT ALLOWS THE LADDER TO BE EXTENDED ABOVE THE ACCESS LID TO
FACILITATE SAFE INGRESS AND EGRESS TO/FROM A STANDING POSITION.
FOUNDATION NOTES
1. ONCE THE EXCAVATION IS COMPLETE AND PRIOR TO INSTALLATION OF THE UNDERGROUND SCM SYSTEM, THE ONSITE GEOTECHNICAL ENGINEEER SHALL
VERIFY THE BEARING CAPACITY OF THE UNDERLYING SOILS TO SERVE AS A FOUNDATION FOR THE UNDERGROUND SCM SYSTEM. IF THE ONSITE
GEOTECHNICAL ENGINEER DEEMS THE FOUNDATION SOILS AS UNSUITABLE, THEN THE UNSUITABLE MATERIAL SHOULD BE REMOVED DOWN TO A
SUITABLE DEPTH AND THEN BUILT BACK UP TO THE CORRECT ELEVATION WITH A COMPACTED BACKFILL MATERIAL THAT IS APPROVED BY THE ONSITE
GEOTECHNICAL ENGINEER. THE APPROVED BACKFILL MATERIAL SHOULD HAVE A GRADATION THAT WILL NOT ALLOW THE MIGRATION OF FINES, WHICH
COULD CAUSE SETTLEMENT OF THE UNDERGROUND SCM SYSTEM. IF NECESSARY, A GEOTEXTILE FABRIC CAN BE USED TO SEPARATE THE UNDERLYING
SOILS AND THE BACKFILL MATERIAL. THIS GEOTEXTILE FABRIC (IF USED) IS TO BE SPECIFIED BY THE GEOTECHNICAL ENGINEER.
2. IF THE FOUNDATION SUBGRADE WILL BE EXPOSED FOR AN EXTENDED PERIOD DURING CONSTRUCTION, THEN IT SHOULD BE GRADED TO A SLIGHT SLOPE
SUCH THAT SATURATION OF THE SUBGRADE DOES NOT OCCUR.
3. THE CONTRACTOR SHALL FURNISH, INSTALL, OPERATE, AND MAINTAIN ANY PUMPING EQUIPMENT, ETC. NEEDED FOR REMOVAL OF WATER FROM THE
EXCAVATION. IT IS BEST TO BEGIN THE CONSTRUCTION OF THE SAND FILTER/DETENTION SYSTEMS AT THE DOWNSTREAM END WITH THE OUTLET
ALREADY CONSTRUCTED TO ALLOW A ROUTE FOR WATER TO ESCAPE.
4. THE ONSITE GEOTECHNICAL ENGINEER SHALL DETERMINE IF FOUNDATION DRAINS ARE REQUIRED FOR THE UNDERGROUND SCM SYSTEM. THE DESIGN
ENGINEER SHALL BE NOTIFIED FOLLOWING THIS DETERMINATION. IF REQUIRED, THE FOUNDATION DRAINS ARE TO BE DESIGNED ENTIRELY BY THE
ONSITE GEOTECHINCAL ENGINEER. THE FOUNDATION DRAIN SYSTEMS SHALL TIE TO THE NEAREST STORM SEWER INLET / JUNCTION BOX WITH INVERT
LOWER THAN THE INVERT OF THE FOUNDATION DRAIN. FOUNDATION DRAIN SYSTEM SHALL NOT TIE INTO THE UNDERGROUND SCM AT ANY POINT.
BEDDING NOTES
1. THE EXCAVATION SUB GRADE MUST BE TRANSIT LEVEL.
2. THE EXCAVATION PIT SHALL BE LINED (ON THE BOTTOM AND ALL FOUR SIDES) WITH A NON -WOVEN GEO-TEXTILE (GEOTEX 401 OR APPROVED
EQUIVALENT). THE ONSITE GEOTECHNICAL ENGINEER SHALL APPROVE FABRIC FOR USE.
3. THE SUBGRADE FOR THE DETENTION SYSTEM CAN BE A CONCRETE SLAB, OR CLEAN GRANULAR MATERIAL WITH A MAXIMUM AGGREGATE SIZE OF 3/4".
THE BEDDING SHALL BE FREE FROM ROCK FORMATIONS, PROTRUDING STONES, FROZEN LUMPS, ROOTS, AND OTHER FOREIGN MATERIAL.
4. PREPARE THE SUBGRADE PER THE ONSITE GEOTECHNICAL ENGINEER'S DIRECTION (APPROXIMATELY 5-6" BELOW GRADE ON WHICH SLAB WILL SET). THE
BEDDING MATERIAL SHOULD BE GRADED SUCH THAT A SMOOTH UNIFORM GRADE IS ESTABLISHED TO ALLOW FOR OPTIMUM PLACEMENT OF THE SAND
FILTER.
5. THE SUBGRADE MUST SUPPORT THE DETENTION SYSTEM WITHOUT DIFFERENTIAL SETTLEMENT BETWEEN PIECES.
6. IF CONSTRUCTION EQUIPMENT WILL BE OPERATING FOR AN EXTENDED PERIOD OF TIME ON THE BEDDING, THEN THE APPROPRIATE MEASURES (E.G.
STIFF GEOGRID, ETC.) SHALL BE TAKEN TO ENSURE THE INTEGRITY OF THE BEDDING IS NOT COMPROMISED.
STORMWATER SYSTEM MATERIAL SPECIFICATIONS
1. THE UNDERGROUND SCM UNITS ARE TO BE DESIGNED BY OTHERS. ANY CHANGES TO THE APPROVED PLANS SHALL BE PROVIDED TO THE DESIGN
ENGINEER PRIOR TO INSTALLATION FOR REVIEW.
2. ACCESS RISERS SHALL BE INSTALLED PER MANUFACTURE SPECIFICATIONS. ACCESS STEPS / LADDERS SHALL BE ATTACHED TO THE RISERS TO ALLOW FOR
ACCESS INTO THE UNDERGROUND SCM SYSTEM.
3. DRAWDOWN OF THE STORMFILTER CARTRIDGE AREA AND DETENTION SYSTEMS IS VIA AN 6" 0 PLUG VALVE. THE VALVES SHALL BE A M&H STYLE 1820
X-CENTRIC VALVE OR ENGINEER APPROVED EQUIVALENT. THIS VALVE IS IN ACCORDANCE WITH AWWA C-517, AND SHALL BE OPERABLE FROM INSIDE
THE SEDIMENTATION AND DETENTION SYSTEMS VIA A HANDWHEEL (SEE DETAIL SHEET SW-2). THE CONTRACTOR SHALL PROVIDE A REMOVABLE VALVE
WRENCH WITH A HANDWHEEL ON TOP FOR OPERATION OF THE 6" 0 PLUG VALVE.
4. THE RCP OUTLET BARREL SHALL BE CLASS III RCP, MODIFIED BELL AND SPIGOT, MEETING THE REQUIREMENTS OF ASTM C76-LATEST. THE PIPE SHALL
HAVE CONFINED O-RING RUBBER GASKETJOINTS MEETING ASTM C-443-LATEST. THE PIPE JOINTS SHALL BE TYPE R-4.
5. GEOTEXTILE FABRIC FOR THE OUTLET BARREL JOINTS SHALL BE MIRAFI 18ON OR ENGINEER APPROVED EQUAL (NON -WOVEN FABRIC). THE ONSITE
GEOTECHNICAL ENGINEER SHALL APPROVE FABRIC FOR USE.
6. ALL POURED CONCRETE SHALL BE MINIMUM 3000 PSI (28 DAY) UNLESS OTHERWISE NOTED.
7. THE CONTRACTOR SHALL INSTALL THE UNDERGROUND SCM UNITS PER MANUFACTURERS' SPECIFICATIONS. CONTRACTOR TO PROVIDE A LETTER FROM
MATERIAL SUPPLIER(S) STATING MATERIALS MEET THE SPECIFIED STANDARDS PRIOR TO INSTALLATION.
BACKFILL MATERIAL NOTES
1. THE ON -SITE GEOTECHNICAL ENGINEER SHALL SPECIFY THE BACKFILL MATERIAL FOR THE UNDERGROUND SCM SYSTEM.
2. THE BACKFILL MATERIAL SHOULD BE FREE OF ROCKS, FROZEN LUMPS, AND OTHER FOREIGN MATTER THAT COULD CAUSE HARD SPOTS WITHIN THE
BACKFILL MATERIAL, OR THAT COULD DECOMPOSE AND CREATE VOIDS.
3. HIGHLY PLASTIC SILTS, HIGHLY PLASTIC CLAYS, ORGANIC SILTS, ORGANIC CLAYS, AND PEATS SHOULD NOT BE USED AS A BACKFILL MATERIAL.
4. THE BACKFILL MATERIAL SHOULD BE PLACED IN 6" LOOSE LIFTS AND COMPACTED TO 95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY
(ASTM-D698). THE FILL SOILS SHOULD BE COMPACTED AT A MOISTURE CONTENT WITHIN +/- TWO PERCENT OF ITS OPTIMUM MOISTURE CONTENT.
5. ANY MATERIAL STOCKPILING ON TOP OF THE UNDERGROUND SCM SYSTEM SHALL BE APPROVED BY THE STRUCTURAL DESIGN ENGINEER.
STORMFILTER VAULT CONSTRUCTION NOTES
1. STORMFILTER CONTROL MEASURE CONFIGURATION IS PROVIDED ON SHEET C9.01.
2. ABSOLUTELY NO RUNOFF SHALL ENTER THE STORMFILTER CONTROL MEASURE UNTIL ALL CONTRIBUTING DRAINAGE AREAS HAVE BEEN
STABILIZED.
3. MANHOLE ACCESS SHALL BE PROVIDED FOR THE STORMFILTER CONTROL MEASURE. MANHOLES SHALL BE IN COMPLIANCE WITH CITY OF
RALEIGH STANDARD DETAILS BUT SHALL BE A MINIMUM OF 24 INCHES IN DIAMETER TO COMPLY WITH OSHA CONFINED SPACE
REQUIREMENTS (OR MINIMUM OSHA REQUIREMENTS APPLICABLE AT TIME OF CONSTRUCTION). CONTRACTOR SHALL PROVIDE ACCESS
LADDERS FOR ACCESS BELOW ALL MANHOLES. MANHOLE COVERS SHALL ALLOW FOR PROPER VENTILATION.
STATEMENT OF RESPONSIBILITY
1. ALL REQUIRED MAINTENANCE AND INSPECTIONS OF THIS FACILITY SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER, PER THE
EXECUTED OPERATION AND MAINTENANCE AGREEMENT FOR THIS FACILITY.
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DETAILS II
STORMFILTER SYSTEM PLAN VIEW
1"=10'
SCM CERTIFICATIONS AND AS -BUILT PLANS MUST BE
PROVIDED TO STORMWATER CONTROL INSPECTOR,
FOR REVIEW, 7 DAYS PRIOR TO FINAL INSPECTION.
CERTIFICATIONS AND AS -BUILT PLANS MUST BE
ACCEPT PRIOR TO FINAL INSPECTION.
SITE PERMIT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations. This approval of
this electronic document is only valid if the document has not been modified and the digital
signature below is valid:
DUDA I PAINE
ARCHITECTS
OWNER
Narsi Properties
10020 Sellona Street, Suite 100
Raleigh, NC 27617
ARCHITECT
Duda I Paine Architects, PA
333 Liggett Street
Durham, INC 27701
CIVIL ENGINEER
McAdams
2905 Meridian Parkway,
Durham, INC 27713
STRUCTURAL ENGINEER
Scalene Design
555 Fayetteville St I Suite 300
Raleigh, NC 27601
MEP ENGINEER
Barrett Woodyard
2301 Rexwoods Drive, Suite 108,
Raleigh, NC 27607
FIRE PROTECTION
Allied Fire Protection
80 Rupert Rd.
Raleigh, INC 27603
•``� N CARC'
'•� SEA._
034 J55
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This document is the product and exclusive property of
Duda I Paine Architects, PA. Neither the document nor the
information it contains may be copied, disclosed to others or used
in connection with any work or project other than the specific
project for which they have been prepared and developed
without the written consent of Duda I Paine Architects, PA.
© Copyright 2020 Duda I Paine Architects, PA
MARK I DATE I DESCRIPTION
PROJECT NUMBER: 21901 1
STORMWATER CONTROL
MEASURE PLAN VIEW
AND NOTES
C9600
Construction Documents
CITY OF RALEIGH DEVELOPMENT APPROVAL
CITY OF RALEIGH REVIEW OFFICER

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"
181.
LOW DROP
RECOMMENDED HYDRAULIC DROP (H)
3.05'
1 2.3'
1.8'
SPECIFIC FLOW RATE (gpm/sf)
2 gpm/sf
1.67* gpm/sf
1 gpm/sf
1 2 gpm/sf
1.67* gpm/sf
1 gpm/sf
1 2 gpm/sf
1.67* WEST]
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 gpm/sf 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 (cfs)
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. w .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' - 5' 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 HDPE
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.
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DESCRIPTION
INSTALLED BY
1
27", 7.5GPM, PHOSPHOSORB CARTRIDGE ( PRP)
CONTRACTOR
0
2" PVC SLIP PLUG
CONTRACTOR
1
FLOW KIT
CONTRACTOR
1
INLET DISSIPATOR
CONTRACTOR
1
6" PLUG VALVE
CONTRACTOR
1
JOINT SEALANT (BY PRECASTER)
CONTRACTOR
2
1030 " x 4" FRAME AND COVER
CONTRACTOR
PERFORMANCE SPECIFICATION
RIM ELEVATION TO BE -
SET AT FINAL GRADE OF
PARKING DECK SLAB
100-YEAR STORM EL. = 315.68 °
10-YEAR STORM EL. = 315.67 d
0
CONTRACTOR SHALL
PROVIDE STEPS IN
ACCORDANCE WITH NCDOT
STD. 840.66. STEPS SHALL
BE PLACED AT 12" O.C.
FILTER CARTRIDGES SHALL BE MEDIA -FILLED, PASSIVE, SIPHON ACTUATED, RADIAL FLOW, AND SELF CLEANING.
DEPTH SHALL BE 7-INCHES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 37SECONDS.
SPECIFIC FLOW RATE SHALL BE 1 GPM/SF (MAXIMUM). SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW (GPM) DIVIDED BY THE
MEDIA SURFACE CONTACT AREA (SF). MEDIA VOLUMETRIC FLOW RATE SHALL BE 6 GPM/CF OF MEDIA (MAXIMUM).
GENERAL NOTES
1. CONTECH TO PROVIDE ALL COMPONENTS SPECIFIED IN TABLE ABOVE.
2. CONTRACTOR TO PROVIDE STRUCTURAL DESIGN FOR ALL CONCRETE COMPONENTS UNLESS OTHER ARRANGEMENTS ARE MADE
WITH CONTECH PRIOR TO ORDER.
3. STORMFILTER WATER QUALITY STRUCTURE SHALL BE IN ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN
THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT.
4. STRUCTURE SHALL MEET AASHTO HS20 LOAD RATING, AND CASTINGS SHALL MEET AASHTO M306.
INSTALLATION NOTES
1. CONTRACTOR TO PROVIDE AND CAST -IN -PLACE ALL CONCRETE COMPONENTS.
2. CONTRACTOR TO PROVIDE AND INSTALL VAULT STEPS.
3. CONTRACTOR TO PROVIDE, INSTALL, AND GROUT PIPES. MATCH OUTLET PIPE INVERT WITH OUTLET BAY FLOOR.
4. CONTRACTOR TO TAKE APPROPRIATE MEASURES TO PROTECT CARTRIDGES FROM CONSTRUCTION -RELATED EROSION RUNOFF.
5. CONTRACTOR TO REMOVE TRANSFER HOLE COVER WHEN SYSTEM IS BROUGHT ONLINE.
8" INTERNAL ROO
DRAINAGE TI
STORMFILTER VAUL
INV EL. = 312.5E
SEE PLUMBING PLAN
FOR UPSTREAP
CONTI N UATIO
CDARAC Anin
PLAN VIEW - EXTERNAL
N.T.S.
10'-0"
WALL THICKNESS TO BE
DETERMINED BY OTHERS
d
d ° d
0
FLOW
_� _
d °
A d d °
C � 4 d
s
8"INTERNAL d d d d°
ROOF DRAINAGE
TO STORMFILTER
7
VAULT 4 d
INV EL. = 312.56
SEDIMENT J 6" PLUG VALVE. THE VALVE SHALL BE A M&H
STORAGE STYLE 1820 ECCENTRIC VALVE OR APPROVED
EQUAL. THIS VALVE SHALL BE IN ACCORDANCE
WITH AWWA C-517, AND SHALL BE OPERABLE
VIA A HANDWHEEL.
SECTION A -A
N.T.S.
4' x 4' SEDIMENT STORAGE
WEIR ELEV. = 313.76 CONTRACTOR SHALL PROVIDE STEPS
IN ACCORDANCE WITH NCDOT STD.
840.66. STEPS SHALL BE PLACED AT O
12" O.C.
d d °
d °
d
RIM ELEVATION TO BE
SET AT FINAL GRADE OF
PARKING DECK SLAB
INSIDE TOP EL. = 316.56
TOP OF WEIR WALL
EL. = 315.56
(1) 27"
STORMFILTER
CARTRIDGE
(PHOSPHOSORB)
RCP OUT
INV EL. = 310.56
If0917 00"N ►Pi1l�He�i�i7�.
CONTECH FLOW KIT
°
FLOW d ❑ OUTLET BAY
8" INTERNAL ROOF
DRAINAGE TO d
STORMFILTER VAULT d d °
°
INV EL. = 312.56 I I
SEE PLUMBING PLANS I l
FOR UPSTREAM I I
CONTINUATION I o
d 6=d
WEIR WALL
1D THICKNESS (1) 27" STORMFILTER-
TO BE CARTRIDGE °
° DETERMINED (PHOSPHOSORB)
BY OTHERS
10'-0"
d
FILTER BAY
d
oe
WALL THICKNESS TO BE °
DETERMINED BY OTHERS
A i
d
STORMFILTER VAULT DETAILS
N.T.S.
CONTRACTOR SHALL PROVIDE STEPS IN
ACCORDANCE WITH NCDOT STD. 840.66.
STEPS SHALL BE PLACED AT 12" O.C.
PLAN VIEW - INTERNAL
N.T.S.
RCP INV. OUT =
310.56
- 4' x 4' OUTLET BAY
WEIR ELEV. = 316.76
SITE PERMIT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations. This approval of
this electronic document is only valid if the document has not been modified and the digital
signature below is valid:
CITY OF RALEIGH DEVELOPMENT APPROVAL
CITY OF RALEIGH REVIEW OFFICER
DUDA I PAINE
ARCHITECTS
OWNER
Narsi Properties
10020 Sellona Street, Suite 100
Raleigh, NC 27617
ARCHITECT
Duda I Paine Architects, PA
333 Liggett Street
Durham, NC 27701
CIVIL ENGINEER
McAdams
2905 Meridian Parkway,
Durham, NC 27713
STRUCTURAL ENGINEER
Scalene Design
555 Fayetteville St I Suite 300
Raleigh, NC 27601
MEP ENGINEER
Barrett Woodyard
2301 Rexwoods Drive, Suite 108,
Raleigh, NC 27607
FIRE PROTECTION
Allied Fire Protection
80 Rupert Rd.
Raleigh, NC 27603
�•� �N OARC`
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This document is the product and exclusive property of
Duda I Paine Architects, PA. Neither the document nor the
information it contains may be copied, disclosed to others or used
in connection with any work or project other than the specific
project for which they have been prepared and developed
without the written consent of Duda I Paine Architects, PA.
© Copyright 2020 Duda I Paine Architects, PA
MARK I DATE I DESCRIPTION
PROJECT NUMBER: 21901 1
STORMWATER CONTROL
MEASURE DETAILS
C9001
Construction Documents

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PAVING ENLARGEMENT
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SCALE:
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L4.01
STAINED CONCRETE PAVING
Z
MATERIALS LEGEND
SITE LEGEND
T
ACC
VAN
XX
TYPE Q TYPE © TYPE
SIGNAGE
YARD LIGHTS
LIGHT POLE
POWER POLE
TRAFFIC DIRECTIONAL ARROW
ACCESSIBLE PARKING STALL
VAN ACCESSIBLE PARKING STALL
PARKING SPACE COUNT
ACCESSIBLE RAMPS
PHASE LINE
PROPERTY LINE
RIGHT-OF-WAY LINE
- - - - LOT LINE
EASEMENT LINE
CENTERLINE
SYMBOL
TYPE
STYLE/MANUFACTURER
COLOR/FINISH
DETAIL#
3,000 PSI MIN.
NATURAL COLOR IN MEDIUM
C8.0
CONCRETE PAVING
MUST MEET ALL STRUCTURAL AND
BROOM FINISH PERPENDICULAR
GEOTECHNICAL REQUIREMENTS
TO PATH OF TRAVEL
STAINED CONCRETE
PAVING - COLOR 1
SEE STRUCTURAL DRAWINGS
STAIN: SCOFIELD REVIVE
PLATINUM GREY
D.01/1-4.01
EXTERIOR CONCRETE STAIN
STAINED CONCRETE
PAVING -COLOR 2
SEE STRUCTURAL DRAWINGS
STAIN: SCOFIELD REVIVE
CONCRETE GREY
D.01/1-4.01
EXTERIOR CONCRETE STAIN
STAINED CONCRETE
PAVING - COLOR 3
SEE STRUCTURAL DRAWINGS
STAIN: SCOFIELD REVIVE
BEIGE CREAM
D.01/1-4.01
EXTERIOR CONCRETE STAIN
BRICK PAVERS
CITY OF RALEIGH STANDARD
PINE HALL BRICK FULL RANGE
C8.0
CONCRETE PAVERS ON
CONCRETE BASE
MODULINE BY BELGARD
60 MM
SEE ENLARGEMENT FOR SIZE
AND COLOR
D.02/1-4.01
STRUCTURAL SOIL
2'-6' DEPTH
N/A
D.06/1-4.01
SYSTEM
Op
TREE GRATE
CITY OF RALEIGH STANDARD
CAST IRON
D.04/1-4.01
FURNISHING
SCHEDULE
FURNISHING
SYMBOL
QUANTITY
DETAIL #k
PRODUCT
PRODUCT DESCRIPTION
WOODEN BENCH
3
D.03/14.01
PARALLEL 42 BENCH BY
WOODEN BENCH -
LANDSCAPE FORMS -
THERMALLY MODIFIED ASH
CUSTOMIZED FOR SITE
SLATS (SEE DETAIL)
PLANTER 1
❑
2
D.02/1-4.02
WILSHIRE COLLECTION
2' X 2' FRP PLANTER
BY TOURNESOL
COLOR: APPLE
TO BE CONFIRMED BY OWNER
PLANTER 2
❑
3
D.02/1-4.02
WILSHIRE COLLECTION
4' X 4'
N
BY TOURNESOL
COLOR: ROYALTY
TO BE CONFIRMED BY OWNER
BIKE RACK
I I
2
TWIST BIKE RACK
CAST ALUMINUM WITH POWDER
BY FORMS+SURFACES
COAT FINISH - COLOR TO BE
CONFIRMED BY OWNER
GRAPHIC SCALE
0 10 20 40 BOLLARD
0
7
D.05/L4.01
HELIOS SECURITY
6 IN. DIAM. STAINLESS STEEL
BOLLARD BY FORMS
WITH SATIN FINISH BOLLARD,
AND SURFACES, SEE
EMBEDDED SECURITY CORE,
1 inch = 20 ft.
SPEC 323300 FOR
ILLUMINATED, 360 LIGHT
MODEL#
DISTRIBUTION
GENERAL NOTES:
PAVING PATTERN ESTABLISHED ON
6"x12" GRID. CONSTRUCT USING
1.
ALL DIMENSIONS ARE TO EDGE OF PAVING UNLESS OTHERWISE
3 SIZES AND 2 COLORS ARRANGED
INDICATED.
AS SHOWN.
2.
ALL CONCRETE SHALL BE 3,000 PSI.
PAVER SIZES: 6"x12", 12"x12", 18"x12'
COLORS: GRANIT, SUEDE
3.
DIGITAL BASE FILE SHALL BE MADE AVAILABLE FOR USE IN FIELD
LOCATION OF ELEMENTS AND SITE FEATURES. HARDCOPY
INFORMATION SHALL PREVAIL.
4.
CONTRACTOR SHALL COORDINATE CONDUIT LOCATIONS (I.E.
IRRIGATION, ELECTRICAL, ETC.) WITH SUBSEQUENT DRAWINGS PRIOR
TO CONCRETE INSTALLATION.
5.
SEE SHEET L2.02 FOR 6TH FLOOR AMENITY LAYOUT PLAN.
6.
SEE SHEET L2.03 FOR 6TH FLOOR AMENITY FURNISHINGS PLAN.
SITE PERMIT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations. This approval of
this electronic document is only valid if the document has not been modified and the digital
signature below is valid:
`1
UDA PAIN
OWNER
Narsi Properties
10020 Sellona Street, Suite 100
Raleigh, NC 27617
w nil IITr/�T
Duda I Paine Architects, PA
333 Liggett Street
Durham, NC 27701
CIVIL ENGINEER
McAdams
2905 Meridian Parkway,
Durham, NC 27713
STRUCTURAL ENGINEER
Scalene Design
555 Fayetteville St I Suite 300
Raleigh, NC 27601
MEP ENGINEER
Barrett Woodyard
2301 Rexwoods Drive, Suite 108,
Raleigh, NC 27607
FIRE PROTECTION
Alllea rlre rroreC lon
80 Rupert Rd.
Raleigh, NC 27603
N
O
2
C44
N
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2
This document is the product and exclusive property of
Duda I Paine Architects, PA. Neither the document nor the
information it contains may be copied, disclosed to others or used
in connection with any work or project other than the specific
project for which they have been prepared and developed
without the written consent of Duda I Paine Architects, PA.
© Copyright 2020 Duda I Paine Architects, PA
PROJECT NUMBER: QV9,0i
HARDSCAPE PLAN -
STREET LEVEL
L e0l
CITY OF RALEIGH DEVELOPMENT APPROVAL
CITY OF RALEIGH REVIEW OFFICER

PLf
(69 sf) F
(38 sf) AJ`.
(58 sf) '
STEEL EDGING BETWEE
PLANT MATERIALS, TY1
CAFE TABLE WITH TV
CHAIRS
(3) ASE
PLANTER 1, 1
FURNISHING SCHEDULE
SYMBOL FURNISHING
FIRE TABLE
DOUBLE GRILL
— � 1 ISLAND
QUANTITY DETAIL #!
2 N/A
1 1 /L4.02
PRODUCT PRODUCT DESCRIPTION
55" ASPEN RECTANGULAR 55"X30"X16"
FIRE TABLE BY ARCHPOT COLOR: TO BE SELECTED BY
ARCHITECT/OWNER
BURNER OPTION: FBD MARINE GRADE BURNER
(ITEM# FBD—REC-30) AND ALL WEATHER
ELECTRONIC IGNITION SYSTEM (ITEM#AWEIS)
WITH
SEE DETAIL FOR PRODUCT SEE DETAIL FOR PRODUCT
INFO INFO
PLANTER 2 5 2/L4.02 WILSHIRE COLLECTION BY
TOURNESOL SITEWORKS
PLANTER 3 10 2/1-4.02 WILSHIRE COLLECTION BY
TOURNESOL SITEWORKS
PLANTER 3 3 3/L4.02 WILSHIRE COLLECTION BY
® W/ SCREEN TOURNESOL SITEWORKS
BEER CART N/A N/A PROVIDED BY OWNER
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2X2 PLANTER
COLOR: SHADOW
41 X 1.5'W X 3' HT
COLOR: SHADOW
41 X 1.5'W X 3' HT PLANTER
PLANTER COLOR: SHADOW
SCREEN: POWDERCOATED METAL, COLOR: SHARK
CUSTOM PATTERN TO BE PROVIDED UPON REQUEST
N/A
ADA POOL LIFT J
CHEZ LOUNGE
(FINAL SELECTIONS FOR THE FOLLOWING FURNISHINGS TO BE MADE BY INTERIOR DESIGNER)
SYMBOL FURNISHING QUANTITY PRODUCT
L-SHAPED 1 TBD BY INTERIOR
SOFA-6 DESIGNER
SEATS
L-SHAPED SOFA 1 TBD BY INTERIOR
- 5 SEATS DESIGNER
3 SEAT SOFA 2 TBD BY INTERIOR
DESIGNER
ISLAND [BISTRO
HEIGHT TABLE] 1 TBD BY INTERIOR
DESIGNER
TABLE WITH 3 TBD BY INTERIOR
FOUR CHAIRS DESIGNER
BISTRO TABLE WITH 6 TBD BY INTERIOR
TWO CHAIRS DESIGNER
CAFE TABLE WITH 10 TBD BY INTERIOR
TWO CHAIRS DESIGNER
LOUNGE CHAIR 4 TBD BY INTERIOR
DESIGNER
Ll END TABLE 6 TBD BY INTERIOR
DESIGNER
CHEZ LOUNGE 5 TBD BY INTERIOR
DESIGNER
O BISTRO TABLE 9 TBD BY INTERIOR
DESIGNER
PANT SCHEDULE — AMENITY LEVEL
SHRUBS
CODE
QTY
COMMON
NAME
BOTANICAL NAME
0
ASER
35
Cast Iron
Plant
Aspidistra elatior
0+
DWHG
14
Wavy Hair
Grass
Deschampsia flexuoso
GROUND COVERS
CODE
�
COMMON
NAME
BOTANICAL NAME
F7PR
69 sf
CrazyBlue
Russian Sage
Perovskia atriplicifolia 'CrazyBlue'
HEIGHT CONT
1 gal
1 gal
CONT SPREAD
1 gal
— — SP 58 sf Little Bluestem Grass Schizachyrium scoparium 'Prairie Blues' 1 gal
El
AJSC 38 sf Autumn Joy Stonecrop Sedum spectabile 'Herbstfreude' 1 gal
PLANTER 3 WITH SCREEN
TABLE WITH FOUR CHAIRS
(10) DWHG
PLANTER 3
BISTRO TABLE
WITH CHAIRS
NOTE:
REFER TO SHEET L2.01 FOR GENERAL NOTES
0
GRAPHIC SCALE
0 5 10 20
1 inch = to ft.
SITE PERMIT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations. This approval of
this electronic document is only valid if the document has not been modified and the digital
signature below is valid:
CITY OF RALEIGH DEVELOPMENT APPROVAL
CITY OF RALEIGH REVIEW OFFICER
DUDA I PAINE
ARCHITECTS
OWNER
Narsi Properties
10020 Sellona Street, Suite 100
Raleigh, NC 27617
Duda I Paine Architects, PA
333 Liggett Street
Durham, NC 27701
CIVIL ENGINEER
McAdams
2905 Meridian Parkway,
Durham, NC 27713
STRUCTURAL ENGINEER
Scalene Design
555 Fayetteville St I Suite 300
Raleigh, NC 27601
MEP ENGINEER
Barrett Woodyard
2301 Rexwoods Drive, Suite 108,
Raleigh, NC 27607
FIRE PROTECTION
Allied Fire Protection
80 Rupert Rd.
Raleigh, NC 27603
This document is the product and exclusive property of
Duda I Paine Architects, PA. Neither the document nor the
information it contains may be copied, disclosed to others or used
in connection with any work or project other than the specific
project for which they have been prepared and developed
without the written consent of Ducal Paine Architects, PA.
© Copyright 2020 Duda I Paine Architects, PA
MARK I DATE I DESCRIPTION
PROJECT NUMBER: 21901 1
FURNISHING &PLANTING
PLAN -FLOOR 6
L e02
Construction Documents

•1
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1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1' 1 W 1' 1'
MATERIALS LEGEND
SYMBOL
TYPE
STYLE/MANUFACTURER
STAINED CONCRETE
SEE STRUCTURAL DRAWINGS
71=
PAVING - COLOR 1
STAIN: SCOFIELD REVIVE
co
_
ilt
=
EXTERIOR CONCRETE STAIN
N
STAINED CONCRETE
SEE STRUCTURAL DRAWINGS
PAVING - COLOR 2
STAIN: SCOFIELD REVIVE
EXTERIOR CONCRETE STAIN
pirof
STAINED CONCRETE
SEE STRUCTURAL DRAWINGS
PAVING - COLOR 3
STAIN: SCOFIELD REVIVE
_
ur'
EXTERIOR CONCRETE STAIN
GREEN ROOF
N/A
PLANTING
B ADA
+
PLANTING AREA, SEE
+. .
COMPLIANT PERFORATED
L2.02/ PLANTING AND
,+++1+1+;
r_-----T ----
o--
STAINLESS STEEL 5.25"X24"
FURNISHING PLAN
---
GRATE BY TRENCH DRAIN
+ . . + +
i ib
SYSTEMS
COLOR/FINISH
PLATINUM GREY
CONCRETE GREY
BEIGE CREAM
SEE L2.02 FOR PLANTING
PLAN
STAINLESS STEEL
n=A ll u
DUDA I PAINE
ARCHITECTS
OWNER
Narsi Properties
10020 Sellona Street, Suite 100
Raleigh, NC 27617
ARCHITECT
Duda I Paine Architects, PA
333 Liggett Street
Durham, NC 27701
CIVIL ENGINEER
McAdams
2905 Meridian Parkway,
Durham, NC 27713
STRUCTURAL ENGINEER
Scalene Design
555 Fayetteville St I Suite 300
Raleigh, NC 27601
MEP ENGINEER
Barrett Woodyard
2301 Rexwoods Drive, Suite 108,
Raleigh, NC 27607
D.01/1-4.01 FIRE PROTECTION
Allied Fire Protection
D.01/L-4.01 80 Rupert Rd.
Raleigh, NC 27603
D.01/1-4.01
SEE ARCHITECTURE PLANS FOR
ROOF DETAIL
SEE STRUCTURAL PLANS
NOTES:
1. REFER TO SHEET L2.01 FOR GENERAL NOTES
2. PLAN INDICATED FLOORING FINISH ONLY. REFER TO ARCHITECTURE AND
STRUCTURAL PLANS FOR ASSEMBLIES
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GRAPHIC SCALE rn
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•n—,
1 inch = 10 ft. �✓
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SITE PERMIT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations. This approval of
this electronic document is only valid if the document has not been modified and the digital
signature below is valid:
This document is the product and exclusive property of
Duda I Paine Architects, PA. Neither the document nor the
information it contains may be copied, disclosed to others or used
in connection with any work or project other than the specific
project for which they have been prepared and developed
without the written consent of Duda I Paine Architects, PA.
© Copyright 2020 Duda I Paine Architects, PA
I MARK I DATE I DESCRIPTION I
PROJECT NUMBER: 21901
HARDSCAPE PLAN -
FLOOR 6
L e03
Construction Documents
CITY OF RALEIGH DEVELOPMENT APPROVAL
CITY OF RALEIGH REVIEW OFFICER

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BACKER ROD (STRAIGHT JOINTS ONLY)
SEAL PREFORMED FIBER EXPANSION
JOINT WITH COLORED JOINT
SEALANT/CAULK. COLOR SHALL MATCH
ADJACENT CONC. AND BE APPROVED BY
OWNER'S REPRESENTATIVE
" RADIUS ADJACENT PAVED OR
VERTICAL SURFACE
wq11111IN
COMPACTED SUBGRADE-
MEETING PROJECT
SPECIFICATIONS
4" COMPACTED
AGGREGATE BASE
NOTES:
u v < d d \ \° a e o ° d
1. REFER TO LAYOUT PLAN FOR SIDEWALK LOCATIONS, TYPES AND WIDTHS.
2. REFER TO DETAILED LAYOUT PLAN FOR SPECIFIC JOINT LOCATIONS AND SPACING.
3. USE THIS DETAIL FOR TYPICAL JOINT SPACING WHEN NO SPECIFIC JOINT SPACING IS INDICATED ON PLANS.
4. MAXIMUM SIDEWALK CROSS -SLOPE IS 2%.
5. EXPANSION JOINTS SHALL BE INSTALLED WHERE CONCRETE PAVEMENT ABUTS ALL VERTICAL SURFACES INCLUDING BUT NOT LIMITED TO ALL BUILDINGS, STRUCTURES, STAIRS, CURBS, COLUMNS, WALLS, LIGHT POLES, ETC.
6. WHERE WALK ABUTS RIGID STRUCTURE, JOINT SHALL BE WATERTIGHT.
7. PROVIDE EXPANSION JOINTS @ 20' O.C. MAX UNLESS OTHERWISE SHOWN/ REQUIRED. (SEE MATERIALS & STAKING PLAN)
8. TOOL JOINTS TO A MIN. DEPTH OF 1". CONTRACTOR TO CLOSELY COORDINATE LOCATIONS AND DESIGNS PRIOR TO AND DURING CONSTRUCTION.
9. ALL CONCRETE SHALL BE 3,000 PSI UNLESS OTHERWISE REQUIRED BY PROJECT SPECIFICATIONS.
n 7 CONCRETE SIDEWALK - PLAN & SECTION
V Ilili& SCALE: 1"=1'-0"
Parallel 42 Bench, straight backless unit, 67in length, surface mount
Product Drawing
Drawing: MU103-02
Dimensions are in inches [mm]
U.S, Patent No. D712,168
[1699]
67"
[443]
17 1 /2"
Date: 2/10/2020
www.landscapeforms.com Ph:800.521.2546
NOTES:
1. MANUFACTURER'S DETAIL PROVIDED FOR
REFERENCE ONLY. SEE PLAN FOR
CUSTOM DIMENSIONS.
2. CONTRACTOR TO PROVIDE SHOP
DRAWINGS FROM LANDSCAPE FORMS FOR
APPROVAL BY DESIGNER PRIOR TO
FABRICATION.
WOOD SEAT AND SIDES
[4561
18"
\�
(4) STAINLESS STEEL GLIDES METAL END
SUPPORTS
WITH 3/8-16 DROP -IN ANCHORS
FOR SURFACE MOUNTING.
ANCHORING HARDWARE INCLUDED.
CONFIDENTIAL DRAWING INFORMATION CONTAINED HEREIN IS THE PROPERTY OF LANDSCAPE FORMS, INC.
INTENDED USE IS LIMITED TO DESIGN PROFESSIONALS SPECIFYING LANDSCAPE FORMS, INC. PRODUCTS AND
THEIR DIRECT CLIENTS. DRAWING IS NOT TO BE COPIED OR DISCLOSED TO OTHERS WITHOUT THE CONSENT
OF LANDSCAPE FORMS, INC. © 2015 LANDSCAPE FORMS, INC. ALL RIGHTS RESERVED.
n'2 CUSTOM PARALLEL 42 BENCH BY LANDSCAPE FORMS
VW&P SCALE: N.T.S.
= J
Q
a-
LJ u
U C
F-
N
N
NOTES:
1. TREE GRATE TO BE INSTALLED PER MANUFACTURER INSTALLATION PROCEDURES FOR A POURED CONCRETE
APPLICATION. SEE SPECIFICATIONS FOR TYPE.
2. REFER TO SOIL PREPARATION SPECIFICATION FOR STRUCTURAL SOIL MIX.
RAME
G
TOOLED JOINT (TYP) A
MIN. 1" DEEP AS SHOWN
ON PLAN
4" COMPACTED
AGGREGATE BASE
COMPACTED SUBGRADE
MEETING PROJECT
SPECIFICATIONS
GRAY IRON, RECTANGULAR 4X6',1.5" MIN. THICK, WITH 1/4"
OPENING OR LESS
NOTES:
\\�V��1 1. GRATE DESIGN MUST BE ADA COMPLIANT.
\ 2. GENERAL PATTERN DESIGN MUST BE AS SHOWN.
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
i PROHIBITED IN THE GRATE AREA.
II)�M\\\\ CONTACT INFORMATION:
CITY OF RALEIGH PARKS, OSOURCES E PARTM NT URBAN
NC GOON AND CULTURAL
WWW.RALEIGHNC.GOV
a
N
73 3/8" FRAME (9o
72114"FRAME 0 w
N
36" ! =
FRAMES
U NGA6X1S4EXB4ED
THICK STEEL PLATE BOLTED
ALL SLOTS ARE TO FRAME w/ (213/8-16UNC
1 112• IX 1 STNLS STL. FFLAT HD.
Y," WIDE MAX. 3/4• CAP SCREWS
BOLT TREE GRATE HALVES TOGETHER w/ I
(2) 1/2"-13 x 3" STNL. STL. HEX BOLTS,
GALV. FLAT WASHERS AND STNL. STL. HEX NUT
BOLTED PLATE (2) 318-16UNC
4 3/41. r6 ] 31 �q• TAPPED HOLES
y�IjuF,3!` i ASSEMBLY DETAIL
-I 1� CITY OF RALEIGH
NOTE: ALL DIMENSIONS SHOWN ARE IN ENGLISH STANDARD DETAIL
MATERIAL: CAST GRAY IRON ASTM A-48, CLASS 35B REVISIONS FAM alma NOTMSW.E
FINISH: NO PAINT
WEIGHT: 608#/SET
nA CITY OF RALEIGH TREE GRATE
V SCALE: NTS
10'-10" s �•
w
b
3X3 ALUMINUM POST
LEAN
BAR
J
Z
BENCH
COLUMN BASE�
D D D
6"
NOTES:
1. SHELTER SHOWN IS A FULL SIZE BRASCO MODEL TL 510 ILS, OR APPROVED EQUAL.
COORDINATE WITH CITY OF RALEIGH FOR SHELTER TYPE.
2. INSTALL COLUMN BASE 6" FROM EDGE OF CONCRETE PAD WITH APPROVED CONCRETE
ANCHOR UNITS RECOMMENDED BY THE MANUFACTURER, TYPICAL UNLESS OTHERWISE SHOWN.
3. INSTALL BENCH ON OPPOSITE SIDE OF LEAN BAR.
4. ALL CERTIFICATIONS OF STRUCTURES TO BE PROVIDED BY MANUFACTURER.
CITY OF RALEIGH
STANDARD DETAIL
REVISIONS aarE..a1n8 NOTTOiFE
BUS SHELTER LAYOUT
TT-03
CONCRETE SIDEWALK
SLOPED AWAY FROM WALL,
SEE ARCHITECTS DWGS FOR
DETAIL
EXPANSION JOINT WITH
BACKER ROD (DTL1 /L-4.01)
COMPACTED AGGREGATE
BASE
r
PAVER JOINT: POLYN
1" POLYMERIC JOINTING SAND SI
M
d
CONCRETE
COMPACTED SUBGRADE ME
GEOTECHNICAL/STRUCTURAL F
2" PVC WEEP SPACED 8' .,
FILL WITH WASHED PEA GRAVEL
PEDESTRIAN PAVER
NOTES:
1. CONTRACTOR TO CONSTRUCT A 4' X 4' MOCK-UP OF EACH PAVER TYPE FOR APPROVAL BY
LANDSCAPE ARCHITECT PRIOR TO FULL INSTALLATION. MOCK UP MAY BE INCLUDED AS PART
OF FINAL INSTALLATION IF APPROVED.
2. INSTALL PAVERS PER MANUFACTURER'S SPECIFICATIONS. CUT PAVERS AS NECESSARY BUT
NOT MORE THAN 1/3 OF THE TOTAL WIDTH OF THE PAVER TO AVOID SLIVERS.
3. REFER TO HARDSCAPE MATERIALS PLAN FOR PAVER PATTERNS, LOCATIONS OF PAVER TYPES
AND PAVER BAND LOCATIONS.
4. CONTRACTOR TO VERIFY DEPTHS OF AGGREGATE BASE WITH GEOTECHNICAL ENGINEER.
n 7 PAVERS ON CONCRETE BASE
V `I SCALE: 1"=1'-0"
BOLLARD
CONCRETE FOOTING, MIN. 3,000 PSI
CONCRETE PAVING, SEE
ARCHITECT'S DRAWINGS
a a a
d d
aQ 4 4
Q 4
JIIi�III3II
11 I 1
OBOLLARD
%5 SCALE: NTS
13
4" CHAMFER
1" REVEAL
POURED -IN -PLACE CONCRETE WALL
WITH LIGHT SAND BLASTED FINISH
#4 DOWELS CONTINUOUS AT 12" O.C.
#4 DOWEL AT 12" O.C.
SEE CIVIL DWGS FOR VAULT DETAIL
COMPACTED SUBGRADE MEETING
GEOTECHNICAL/ STRUCTURAL REQ'S
NOTES:
1. LEAN WALL MAY RETAIN UP TO 12" HEIGHT BEHIND WALL. WHERE WALL DOES RETAIN, CONTRACTOR TO
PROVIDE SWALE BEHIND WALL FOR POSITIVE DRAINAGE AWAY FROM WALL.
2. TOP -OF -WALL SLOPE 1/4" PER FOOT IN DIRECTION OF HARDSCAPE FOR DRAINAGE.
PLAN
SITE PERMIT REVIEW APPROVAL
',ITY OF RALEIGH - PLANS AUTHORI7ED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations. This approval of
this electronic document is only valid if the document has not been modified and the digital
signature below is valid:
DUDA I PAINE
ARCHITECTS
OWNER
Narsi Properties
10020 Sellona Street, Suite 100
Raleigh, NC 27617
Duda I Paine Architects, PA
333 Liggett Street
Durham, NC 27701
CIVIL ENGINEER
McAdams
2905 Meridian Parkway,
Durham, NC 27713
STRUCTURAL ENGINEER
Scalene Design
555 Fayetteville St l Suite 300
Raleigh, NC 27601
MEP ENGINEER
Barrett Woodyard
2301 Rexwoods Drive, Suite 108,
Raleigh, NC 27607
FIRE PROTECTION
Allied Fire Protection
80 Rupert Rd.
Raleigh, NC 27603
N
N
O
This document is the product and exclusive property of
Duda I Paine Architects, PA. Neither the document nor the
information it contains may be copied, disclosed to others or used
in connection with any work or project other than the specific
project for which they have been prepared and developed
without the written consent of Duda I Paine Architects, PA.
© Copyright 2020 Duda I Paine Architects, PA
MARK DATE DESCRIPTION
HARDSCAPE DETAILS
L e0l
Construction Documents
06TREE GRATE AND STRUCTURAL SOILS
SCALE: 3/4" = 1'
07 CITY OF RALEIGH BUS STOP SHELTER
SCALE: NITS
n Q CAST IN PLACE CONCRETE WALL
V V SCALE: 3/4"=1'-O"
CITY 01 RALEIGH DEVELOPMENT APPROVAL
CITY OF RALEIGH REVIEW OFFICER

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JOINTS IN COUNTER
MATERIAL SHALL BE
LOCATED BEHIND AND ON
CENTER WITH THE GRILLS
GLASS RAILING, EDGE
OF GRILL COUNTER
SHALL BE SPACED
2" MIN. FROM
RAILING
SINGLE ACCESS DOORS —
SHALL BE INSTALLED ON
CENTER WITH GRILLS
GLASS RAILING, EDGE KNOB STUB HANDLE
OF GRILL COUNTER ATTACHED TO GRILL WITH
SHALL BE SPACED 2" CONNECTING BOLTS
MIN. FROM RAILING (THIS SIDE ONLY) WALL RECESS FOR
ACCESSIBLE WORK AREA
1
2'-10" 2'— 6
1
II II II
IL N
I I
1 1 '-1 5/8"
OUTDOOR KITCHEN: PLAN VIEW
KNOB STUB HANDLE
ATTACHED TO GRILL WITH
CONNECTING BOLTS
110V GFCI RATED (THIS SIDE ONLY)
OUTDOOR ELECTRICAL
SOCKET (ONE EACH SIDE) 1
WALL RECESS FOR
ACCESSIBLE WORK 10"
AREA
3
O O 0
�J
O TIMER EMERGENCY SHUT—OFF SWITCH
SHUT OFF BALL VALVE
STONE VENEER, TILE SELECTION TO BE
COORDINATED WITH INTERIOR DESIGNER
NOTES:
1. REFER TO ARCHITECTURAL AND ENGINEERING DWGS FOR GAS LINE DETAILS AND CONNECTION INFORMATION.
2. 2PSI TO z PSI PRESSURE REGULATOR FOR NATURAL GAS
3. ROUTE GAS LINE THROUGH STONE ENCLOSURE TO CONNECTION POINT ON GRILL.
4. CONTRACTOR SHALL LAYOUT BALL VALVE, TIME/EMERGENCY SHUT—OFF, AND GAS LINE IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS
AND REQUIREMENTS. ELEMENTS SHOWN HERE ARE FOR ILLUSTRATIVE PURPOSES ONLY.
OUTDOOR KITCHEN: FRONT ELEVATION
n 7 DOUBLE GRILL ISLAND
V Z SCALE: 1/2" = 1'-0"
blur.
NOTES: UNLESS OTHERWISE SPECIFIED
1) MATERIAL: GLASS FIBER REINFORCED CONCRETE (GFRC)
NOMINAL WALL THICKNESS 1/2" - 3/4"
2) ALL DIMENSIONS ARE NOMINAL, ACTUAL SIZE MAY VARY,
02 TOURNESOL PLANTER
SCALE: N.T.S.
OUTDOOR KITCHEN: BACK ELEVATION
PEDESTAL LAYOUT v a�
PROVIDED BY MANUFACTURER
COLOR:_
TEXTURE:
A
GLASS RAILING, SEE
ARCHITECTURAL
DWGS
— STONE VENEER, TILE SELECTION TO
BE COORDINATED WITH INTERIOR
DESIGNER
CONTRACTOR TO COORDINATE
REQUIRED VENTING PER GRILL
MANUFACTURER SPECIFICATIONS
APPROVAL:
Signature authorizes
to manufacture the
(21") 24"
DRAINAGE HOLE:.
TO BE PROVIDED
BY MANUFACTURER
To
2930 Faber Street,
Union City, CA 94587
DRAWN: MLC 10/28/2016
SIZE DWG NO
C WCR-2400-SUB
ALL DIMENSIONS IN INCHES SCALE 1 / 6
DETAIL B,
as shown
WILSHIRE
WCR-2400
MATERIAL: GFRC
0
STONE VENEER TO EXTEND
BELOW FINISH GRADE 3" MIN.
ON ALL SIDES
ADJACENT HARDSCAPE.
REFER TO HARDSCAPE
PLANS & ARCHITECTURAL
DWGS FOR CONCRETE FLOOR
SLAB
2'-6"
OUTDOOR KITCHEN:
SIDE ELEVATION
OUTDOOR KITCHEN:
STONE VENEER COLOR TO BE COORDINATED
WITH INTERIOR DESIGNER AND ARCHITECTURAL
FINISHES
OUTDOOR KITCHEN PRODUCTS (OR COMPARABLE PRODUCTS)
INSTALLED PER MANUFACTURER SPECIFICATIONS:
1. BUILT—IN GRILL
MANUFACTURER:
AMERICAN OUTDOOR GAS GRILL — "T" SERIES 30" MODEL
MODEL:
3ONBT—OOSP, 30" BUILT—IN
FINISH:
STAINLESS STEEL
CONTACT:
BBQGUYS.COM
CUT OUT DIMENSIONS:
PER MANUFACTURER
2. SINGLE ACCESS DOOR
UNDER GRILLS
MANUFACTURER:
AMERICAN OUTDOOR GRILL
MODEL:
24-17—SSDR (17 IN. RIGHT HINGED SINGLE ACCESS DOOR &
17 IN. LEFT HINGED SINGLE ACCESS DOOR)
FINISH:
304 STAINLESS STEEL
CONTACT:
BBQGUYS.COM
DIMENSIONS:
22" X 28.5"
CUT OUT DIMENSIONS:
PER MANUFACTURER
3. COUNTERTOP SURFACE
MANUFACTURER:
DEKTON
MATERIAL:
BROMO FROM NATURAL COLLECTION
EDGE
4" BULLNOSE
BASIS OF DESIGN:
DEKTON.COM
4. NATURAL STONE TILE
MANUFACTURER:
DALTILE
MODEL:
AMBASSADOR —RANDOM LINEAR MOSAIC —JET SETTER DUSK
(VERTICALS COLLECTION)
THICKNESS:
BASIS OF DESIGN:
DALTILE.COM
5. TIMER/EMERGENCY SHUT—OFF SWITCH
PRODUCT SHALL BE SKYTECH "E—STOP2-5" OR EQUAL PRODUCT WITH 1 HOUR TWIST
TIMER AND RED PUSH KNOB SHUT—OFF.
NOTES:
1. DETAIL CONVEYS DESIGN INTENT. CONTRACTOR TO PROVIDE SHOP DRAWINGS,
INCLUDING ALL HARDWARE, CONNECTORS, MATERIALS, ETC. FOR APPROVAL
PRIOR TO CONSTRUCTION.
2. ALL ELECTRICAL EQUIPMENT INCLUDING INSTALLATION OF GRILL SHALL BE
INSTALLED BY QUALIFIED ELECTRICIAN WITH PROPER GROUNDING AND GROUND
FAULT INTERRUPTION CIRCUIT BREAKERS.
3. CONTRACTOR TO ENSURE ALL GRILLS ARE VENTED PER MANUFACTURER'S
SPECIFICATIONS.
4. REFER TO ENGINEERING DRAWINGS GAS CONNECTION.
5. CONTRACTOR TO PROVIDE OWNER WITH SAMPLE MATERIALS (COUNTERTOP,
STONE VENEER, ETC.) FOR FINAL APPROVAL BY OWNER.
6. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION SIZING,
REINFORCEMENT AND CMU BLOCK REINFORCING.
7. CONTRACTOR TO CUT NO MORE THAN J OF STONE VENEER TO AVOID
SLIVERS. ANY DISCREPANCIES TO BE BROUGHT TO THE ATTENTION OF THE
LANDSCAPE ARCHITECT FOR RESOLUTION PRIOR TO INSTALLATION.
JE VENEER ANCHORED TO STEM WALL
MANUFACTURER'S SPECIFICATIONS
X16" CMU. GROUT MASONRY
SOLID (TYP)
ADJACENT FITNESS AREA — SEE PLANS FOR
MATERIAL
REFER TO STRUCTURAL DRAWINGS FOR
REINFORCEMENTS
GAS CONNECTION BY OTHERS. REFER TO GRILL
MANUFACTURER SPECIFICATIONS.
APPROVAL:
48"
(44")
2"
(14") 18"
2"
DETAIL B
PLAN
A
I
I
18"
I
A
ELEVATION
e
SECTION
manufacture the product as shown
NOTES: UNLESS OTHERWISE SPECIFIED
1) MATERIAL: GLASS FIBER REINFORCED CONCRETE (GFRC)
NOMINAL WALL THICKNESS 1/2" - 3/4"
2) ALL DIMENSIONS ARE NOMINAL, ACTUAL SIZE MAY VARY.
COLOR:
TEXTURE:
To 930 Fa l r Street, TITLE
so
2930 Faber Street,
Union City, CA 94587 WCR-481818
LAWN: WAY 12/10/2015
tE DWG NO REV
C WCR-481818-SUB A
L DIMENSIONS IN INCHES SCALE 1/10 MATERIAL: GFRC SHEET 1 OF 1
NOTE: PATTERN INDICATES DESIGN INTENT AND
DESIGNER WILL PROVIDE DIGITAL FILE FOR
FABRICATION.
4'
�4"
SIDE ELEVATION
(WX3-721824-78X)
(OFFSET)
°°°°°°°°°0000000°°°°°°°°°°°°°00000000000......................................... .
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O O O O O O O O O O O O O O O O O O O o0000000000000000000000
O O O O O O O O O O O O O O O O O O O o000000000 ...........
o o 0 0 0 o o 0 0 0 o o 0 0 0 o o 0 0 0 o o 0
O O O O O O O O O O O O O O O O O O O .......................
000000000000000000000000 000000000000000--0 00000000000 O O O O O O
000000000000000000000000 0000000"0000000000"00000000000
0000000000 00000000000000000000000000000000
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000co00o00o00o00000000000000 O O O O O O
0000000000 o 0 o o 0 0 0 0 0 0 0 0 0 0 0°°°
°°°°°°°°°°............::::::::::::::::::::::: O O O O O O
000 0 o 0 o 0 o 0 0 o 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O O O O O
o o — o — o — o — o o — o o — 0 O O O O O O
000cococo00ococo000000 o000 0 0 0 0 0 0 0
...................................... W66'
O O O O 0000 O O O O o0 00000000000000000000000000000000000000000000000
°°°°°°°°°°000000000000000o00o00o00o00000000000
O O O O O O O O O O O O 0000000000000000000000000000000000000000000 000
O 00 O 00 00 O 00 O
°Ooo°°°°°00000000000000°°°°°°°°0000 o o o o o o o o o o o o o o o o o 0000000000
O O O O O O O O 000000000000o00o00o0000000000000000 o o o 0 o 0 o 0 o o 0 o 0 o 0 o 0 0000000000
O O O O O O O O 000000000000o00o00o0000000000000000 o o o o o o o o o o o o o o o o o 0000000000
0000000000000000000000000000000000 00000000000000000000000
O O O O O O O O 000000000000000000000000000000000000000000000000000000000
oo—o—o—o—oo—oo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
o—o—oo—o—oo—oo 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
o o 0 0 0 o 0 0 0 o 0 0 0 o 0 0 0 o o 0 0 0 o 0
0000000000000000000000000 O O O O O O O O O o O O O O O O O O
°°°°°°°°°°°°°°°°°°o
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O O O O O O O O O O O O O 000000000000 oo-o-o-oo-oo-oo-oo
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o O O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 O O O o 0 0 0 0 o O O O O O O O O O
(PLANTER)
CUSTOM DESIGN PATTERN DETAIL
SCALE: 1 "=10'
NOTE: DETAIL SHOWS ATTACHMENT METHOD
UNLY. SUKLLN SHALL L L UU51 UM—UU I ML IF
PATTERN BY TOURNESOL. CUSTOM DESIGN
PATTERN DETAIL IS SHOWN ABOVE. DESIGNER
WILL PROVIDE FINAL DIGITAL PATTERN FILE
FOR FABRICATION. ANCHOR PER
MANUFACTURER'S RECOMMENDATION.
CONTRACTOR TO PROVIDE SHOP DRAWINGS
FOR APPROVAL BY DESIGNER PRIOR TO
FABRICATION
ELEVATION
n 02 TOURNESOL WILSHIRE SCREEN
V1111o# SCALE: N.T.S.
VrG3-7248
PANEL BPAC
FRP PLANTEI
PATTERN H
PATTERN G
PATTERN F
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PATTERN D
0 0 0
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PATTERN C
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PATTERN B
00000
0000° PATTERN A
1.5" BORDER, TYP.
WILSHIRE SCREEN PLANTERS INSTALLED IN AREAS
THAT EXPERIENCE WIND GUSTS OVER 40 MPH MUST
BE ANCHORED TO PREVENT TIPPING. SEE
TOURNESOL SITEWORKS' PLANTER ANCHORING
GUIDELINES FOR RECOMMENDATIONS.
SITE PERMIT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations. This approval of
this electronic document is only valid if the document has not been modified and the digital
signature below is valid:
CITY OF RALEIGH DEVELOPMENT APPROVAL
CITY OF RALEIGH REVIEW OFFICER
DUDA PAINE
ARCH I T E C T S
OWNER
Narsi Properties
10020 Sellona Street, Suite 100
Raleigh, NC 27617
Duda I Paine Architects, PA
333 Liggett Street
Durham, NC 27701
CIVIL ENGINEER
McAdams
2905 Meridian Parkway,
Durham, NC 27713
STRUCTURAL ENGINEER
Scalene Design
555 Fayetteville St Suite 300
Raleigh, NC 27601
MEP ENGINEER
Barrett Woodyard
2301 Rexwoods Drive, Suite 108,
Raleigh, NC 27607
FIRE PROTECTION
Allied Fire Protection
80 Rupert Rd.
Raleigh, NC 27603
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This document is the product and exclusive property of
Duda I Paine Architects, PA. Neither the document nor the
information it contains may be copied, disclosed to others or used
in connection with any work or project other than the specific
project for which they have been prepared and developed
without the written consent of Duda I Paine Architects, PA.
© Copyright 2020 Duda I Paine Architects, PA
MARK DATE DESCRIPTION
HARDSCAPE DETAILS
L e02
Construction Documents

GENERAL LANDSCAPE NOTES:
1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN
ACCORDANCE WITH THE CITY OF RALEIGH AND THE STATE OF
NORTH CAROLINA STANDARDS AND SPECIFICATIONS.
2. CONTRACTOR IS RESPONSIBLE FOR THE SITE INSPECTION BEFORE
LANDSCAPE CONSTRUCTION AND INSTALLATION IN ORDER TO
BECOME FAMILIAR WITH THE EXISTING CONDITIONS.
3. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL
UNDERGROUND UTILITIES BEFORE BEGINNING DEMOLITION OR
INSTALLATION.
4. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY
DISCREPANCIES BETWEEN THE NOTES, SPECIFICATIONS,
DRAWINGS OR SITE CONDITIONS FOR RESOLUTION PRIOR TO
INSTALLATION.
5. ANY DAMAGE TO UTILITIES SHALL BE REPAIRED AT THE
CONTRACTOR'S EXPENSE.
6. THIS PLAN IS FOR PLANTING PURPOSES ONLY. FOR INFORMATION
REGARDING BUILDINGS, GRADING, WALLS, ETC., REFER TO
ARCHITECTURE, SITE AND GRADING PLANS.
7. VERIFICATION OF TOTAL PLANT QUANTITIES AS SHOWN IN THE
PLANT SCHEDULE SHALL BE THE RESPONSIBILITY OF THE
LANDSCAPE CONTRACTOR. ANY DISCREPANCIES SHALL BE
BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT.
8. LANDSCAPE MATERIAL SHALL BE WELL FORMED, VIGOROUS,
GROWING SPECIMENS WITH GROWTH TYPICAL OF VARIETIES
SPECIFIED AND SHALL BE FREE FROM DAMAGE, INSECTS AND
DISEASES. MATERIAL SHALL EQUAL OR SURPASS #1 QUALITY AS
DEFINED IN THE CURRENT ISSUE OF "AMERICAN STANDARD FOR
NURSERY STOCK" AS PUBLISHED BY THE AMERICAN NURSERY &
LANDSCAPE ASSOCIATION.
9. ALL PLANT MATERIAL IS TO BE CAREFULLY HANDLED BY THE ROOT
BALL, NOT THE TRUNK, BRANCHES AND/OR FOLIAGE OF THE
PLANT. MISHANDLED PLANT MATERIAL MAYBE REJECTED BY THE
LANDSCAPE ARCHITECT.
10. ALL PLANT MATERIAL IS TO BE WELL ROOTED, NOT ROOT BOUND,
SUCH THAT THE ROOT BALL REMAINS INTACT THROUGHOUT THE
PLANTING PROCESS. DEFICIENT PLANT MATERIAL MAY BE
REJECTED BY THE LANDSCAPE ARCHITECT OR OWNER.
11. ALL PLANTS TO BE A MINIMUM OF WHAT IS SPECIFIED IN THE
PLANT SCHEDULE. ANY CHANGES OR SUBSTITUTIONS SHALL BE
APPROVED BY THE LANDSCAPE ARCHITECT AND GOVERNING
JURISDICTION PRIOR TO ANY HOLE BEING DUG.
12. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL
PLANTING AREAS.
13. PROPOSED TREES TO BE PLANTED A MINIMUM 10 FEET FROM ANY
FIRE HYDRANT AS MEASURED FROM TRUNK OF THE TREE TO THE
HYDRANT.
14. CONTRACTOR SHALL COMPLETE SOIL TEST IN ALL PLANTING AREAS
TO DETERMINE SOIL AMENDMENT REQUIREMENTS UNLESS
WAIVED BY OWNER'S REPRESENTATIVE. CONTRACTOR SHALL
ADJUST PH AND FERTILITY BASED UPON THE SOIL TEST RESULTS.
15. TOPSOIL SHALL BE FREE OF MATERIAL LARGER THAN 1.0 INCH IN
DIAMETER OR LENGTH AND SHALL NOT CONTAIN SLAG, CINDERS,
STONES, LUMPS OF SOIL, STICKS, ROOTS, TRASH, OR OTHER
EXTRANEOUS MATERIAL.
16. LOOSEN SUBGRADE / SURFACE SOIL TO A MINIMUM DEPTH OF 6
INCHES. APPLY SOIL AMENDMENTS AND FERTILIZERS AS REQUIRED
BY THE SOIL TEST RESULTS TO ACHIEVE A HEALTHY GROWING
MEDIA AND MIX THOROUGHLY INTO TOP 4 INCHES OF SOIL.
SPREAD PLANTING SOIL MIX TO A DEPTH OF 6 INCHES BUT NOT
LESS THAN REQUIRED TO MEET FINISH GRADES AFTER NATURAL
SETTLEMENT. DO NOT SPREAD IF PLANTING SOIL OR SUBGRADE IS
FROZEN, MUDDY, OR EXCESSIVELY WET.
17. THE SUBGRADE SHALL BE SCARIFIED OR TILLED TO A DEPTH OF AT
LEAST 6 INCHES PRIOR TO INSTALLATION OF IMPORTED TOPSOIL.
FOLLOWING INSTALLATION OF IMPORTED TOPSOIL, THE TOPSOIL
SHALL BE TILLED TO INTEGRATE THE SOIL PROFILES.
18. PLANT MATERIALS ARE TO BE GUARANTEED FOR A PERIOD OF 12
MONTHS. PLANT MATERIALS WHICH REMAIN UNHEALTHY WILL BE
REPLACED BY THE LANDSCAPE CONTRACTOR BEFORE THE
EXPIRATION OF THE GUARANTEE PERIOD OR IMMEDIATELY IF SO
DIRECTED BY THE OWNER'S REPRESENTATIVE OR LANDSCAPE
ARCHITECT.
19. DO NOT PRUNE TREES AND SHRUBS BEFORE DELIVERY. PROTECT
BARK, BRANCHES, AND ROOT SYSTEMS FROM SUN SCALD, DRYING,
SWEATING, WHIPPING, AND OTHER HANDLING AND TYING
DAMAGE. DO NOT BEND OR BIND -TIE TREES OR SHRUBS IN SUCH
A MANNER AS TO DESTROY THEIR NATURAL SHAPE. PROVIDE
PROTECTIVE COVERING OF EXTERIOR PLANTS DURING DELIVERY.
DO NOT DROP EXTERIOR PLANTS DURING DELIVERY AND
HANDLING.
20. DELIVER EXTERIOR PLANTS AFTER PREPARATIONS FOR PLANTING
HAVE BEEN COMPLETED AND INSTALL IMMEDIATELY.
IMMEDIATELY AFTER UNLOADING, STAND THE TREES UP TO
REDUCE THE RISK OF SUN SCALD. PROPERLY STAGED TREES ARE
STANDING, UNTIED AND SPACED. UNLESS IMMEDIATELY
INSTALLED, SET EXTERIOR PLANTS AND TREES IN SHADE, PROTECT
FROM WEATHER AND MECHANICAL DAMAGE, AND KEEP ROOTS
MOIST.
21. SEE LANDSCAPE DETAILS FOR TREE STAKING REQUIREMENTS.
22. CONTRACTOR SHALL REMOVE DEBRIS AND FINE GRADE ALL
PLANTING AREAS PRIOR TO INSTALLATION.
23. REMOVE GUY WIRES AND STAKES AT END OF WARRANTY PERIOD
OR ESTABLISHMENT.
24. FINISH GRADING: GRADE PLANTING AREAS TO A SMOOTH,
UNIFORM SURFACE PLANE WITH LOOSE, UNIFORMLY FINE
TEXTURE. GRADE TO WITHIN PLUS OR MINUS 1/2 INCH OF FINISH
ELEVATION. ROLL AND RAKE, REMOVE RIDGES, AND FILL
DEPRESSIONS TO MEET FINISH GRADES. LIMIT FINISHED GRADING
TO AREAS THAT CAN BE PLANTED IN THE IMMEDIATE FUTURE.
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TREES
CODE
CITY
COMMON NAME
BOTANICAL NAME
CAL
HEIGHT
•
AS
3
Amagi Shigure Japanese Maple
Acer palmatum `Amagi Shigure'
2"
10' min
•
ULM
2
Princeton American Elm
Ulmus americana 'Princeton'
3" min
14' min
0
ZSV
4
Sawleaf Zelkova
Zelkova serrata 'Village Green'
3" min
14' min
SHRUBS
CODE
QTY
COMMON NAME
BOTANICAL NAME
HEIGHT
SPACING
BSGM
9
Green Mountain Boxwood
Buxus sempervirens x sinica 'Green Mountain'
18-24"
GROUND COVERS CODE QTY COMMON NAME BOTANICAL NAME CONT HEIGHT
O O
O
O� �O ANNU 3 sf Annuals Annuals Annuals -
000
LMSD 79 Lily Turf Liriope muscari 'Silver Dragon` 1 gal
GRAPHIC SCALE
0 10 20 40
1 inch = 20 ft.
GRAY IRON, RECTANGULAR 41R, 1.5" MIN. THICK, WITH 1/4"
OPENING OR LESS
NOTES:
1. GRATE DESIGN MUST BE ADA COMPLIANT.
2. GENERAL PATTERN DESIGN MUST BE AS SHOWN.
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.
CONTACT INFORMATION:
CITY OF RALEIGH PARKS, RECREATION AND CULTURAL
RESOURCES DEPARTMENT URBAN
FORESTER:[e-mail]
WWW.RALEIGHNC.GOV
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I
N
�m
c�
L r
FRAMES ARE ASSEMBLED
USING A 6" X 1 1/4" X 1/4"
g THICK STEEL PLATE BOLTED
m TO FRAME w/ (2) 3/8-16UNC
1 V2" X 1 STNLS STL. FLAT HD.
o 314' CAP SCREWS
�� TOGETHER w/
(2)1/2'-13 x 3" STNL. STL. HEX BOLTS,
GALV. FLAT WASHERS AND STNL STL. HEX NUT
1 1/4'•
3/4'
43/4'•
_
ItT
[^
-�Tn•
EEO
NOTE: ALL DIMENSIONS SHOWN ARE IN ENGUSH
MATERIAL: CAST GRAY IRON ASTM A48, CLASS 35B
FINISH: NO PAINT
WEIGHT: 608#NSET
BOLTED PLATE (2)318.16UNC
TAPPED HOLES
ASSEMBLY DETAIL
..........................................................................................................................................................
.
DO NOT PRUNE LEADER. PRUNE OR CUT ONLY
DEAD OR UNHEALTHY BRANCHES
PROVIDE 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.
THE ROOT FLARE SHALL BE PLANTED AT GRADE,'
NO HIGHER THAN T 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, IF SPECIFIED, SHALL RISE NO,
MORE THAN 3" ABOVE GRADE.,
COMPLETELY REMOVE TOP HALF OF BURLAP,
LACING STRAPS, NAILS AND WIRE BASKET AND
_
DISCARD FROM HOLE. ALL SYNTHETIC BURLAP
MUST BE REMOVED FROM SIDES OF ROOT BALL
-I
ROOT BALL SHALL BE PLACED DIRECTLY ON
COMPACTED SUBGRADE. HANDLE TREE BY THE
ROOT BALL ONLY.
3X
ROOTBALL DIAMETER
CONTACT INFORMATION:
CITY OF RALEIGH PARKS, RECREATION AND CULTURAL
RESOURCES DEPARTMENT URBAN FORESTER:
[e-mail]
WWW.RALEIGHNC.GOV
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 5' MINIMUM FIRST
BRANCH HEIGHT.
CITY OF RALEIGH
4. PLANTING SEASON OCTOBER - APRIL.
STANDARD DETALL
5. A TREE IMPACT PERMIT IS REQUIRED.
REWS/ONS
oareann8 WTTOS aE
6. ELECTRICAL OUTLETS AND OTHER UTILITIES
ARE PROHIBITED IN THE PLANTING AREA
TREE PLANTING DETAIL
IMMEDIATELY SURROUNDING THE TREE.
TPP-03
----------------------------------------------------------------------------------------------------------------------------------------------------------
NOTE: SEE TREE
MULCH 3" DEEP MAX. AND 3" MIN. FROM THE
PLANTING DETAIL
BASE OF THE TREE
Jo
SIDEWALK PAVING AND SUBBASE
*
PLANTING SOIL MIXASSPECIFIED
4" DIA. PVC PIPE WRAPPED IN FILTER
a
III III -III
-1
FABRIC AND CONNECTED TO STORM
-III-1 -III-
DRAINAGE SYSTEM WHERE APPLICABLE
SECTION
COMPACTED OR UNDISTURBED SUBGRADE
NOTES:
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.
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 SOIL CONTAINMENT SYSTEM ROOT CHANNELING/PATHWAYS
CONTACT INFORMATION:
CITY OF RALEIGH PARKS, RECREATION AND CULTURAL RESOURCES DEPARTMENT
URBAN FORESTER: [e-mail]
WWW.RALEIGHNC.GOV
SITE LEGEND
ACC
VAN
7
TYPE AQ TYPE © TYPE
SIGNAGE
YARD LIGHTS
LIGHT POLE
POWER POLE
TRAFFIC DIRECTIONAL ARROW
ACCESSIBLE PARKING STALL
VAN ACCESSIBLE PARKING STALL
PARKING SPACE COUNT
ACCESSIBLE RAMPS
■II �II�II�II�II■ PHASE LINE
- - PROPERTY LINE
- - - RIGHT-OF-WAY LINE
- - - - LOT LINE
EASEMENT LINE
CENTERLINE
LANDSCAPE CALCULATIONS
STREET TREES
E LENOIR ST:
211 LF
TREES REQUIRED:
5 (1/40 LF)
PROVIDED:
4
*(UNABLE TO MET MINIMUM SPACING
DUE TO UNDERGROUND UTILITY
CONFLICTS)
S WILMINGTON ST:
105 LF
TREES REQUIRED/PROVIDED:
2 (1/40 LF)
URBAN PLAZA (2,450 SF OUTDOOR AMENITY AREA REQUIRED)
SEATING REQUIRED:
49 LF (1/50 LF)
SEATING PROVIDED:
49 LF
2" CALIPER TREES REQUIRED:
3 TREES (1/1,000 LF)
2" CALIPER TREES PROVIDED:
3 TREES
NOTES:
1. SEATING AREAS SHALL INCLUDE BUT NOT LIMITED TO BENCHES, CHAIRS,
OUTDOOR DINING TABLES, MOVABLE/FIXED CHAIRS AND/OR SEAT WALLS.
SEATING MY BE PROVIDED ANYWHERE WITHIN THE OUTDOOR AMENITY AREAS
OR ALONG THE STREETSCAPE. FINAL LOCATION TO BE SHOWN WITH BUILDING
PERMIT OR ENHANCED LANDSCAPE/HARDSCAPE DRAWINGS BY OTHERS.
2. ALL TREES LOCATED WITHIN IN A SIGHT DISTANCE TRIANGLE SHALL BE LIMBED
UP TO A MINIMUM 8' ABOVE FINISHED GRADE AT MATURITY.
3. " STREET TREES SHALL BE PLANTED IN ACCORDANCE WITH CITY OF RALEIGH
TREE PLANTING DETAIL TPP-006, TPP-07 BETWEEN OCT 1 AND APRIL 30. A
LANDSCAPE AGREEMENT IS NEEDED IF CERTIFICATE OF OCCUPANY IS REQUIRED
OUTSIDE OF THE PLANTING WINDOW. CONTACT THE URBAN FORESTRY
INSPECTOR WITH QUESTIONS.
4. STREET TREES MUST BE MAINTAINED FOR A PERIOD OF ONE YEAR FOLLOWING
THE CITY'S APPROVAL OF THE STREET TREE PLANTING.
5. PLANTING BEDS AND POTS TO BE IRRIGATED. CONTRACTOR TO PROVIDE
COMPLETE IRRIGATION SYSTEM INCLUDING EMMITTERS, LINESM AND
OPERATION MANUAL. CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR
APPROVAL PRIOR TO INSTALLATION.
6. STREET TREES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH
THE REQUIREMENTS OF CHAPTER 2 OF THE CITY TREE MANUAL.
7. ALL STREET TREES ARE TO BE PLATED IN ACCORDANCE WITH CITY OF RALEIGH
STANDARD DETAIL, TPP-03.
ALL CONSTRUCTION SHALL CONFORM WITH THE
LATEST VERSION OF THE CITY OF RALEIGH AND
NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS.
SITE PERMIT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations. This approval of
this electronic document is only valid if the document has not been modified and the digital
signature below is valid:
CITY OF RALEIGH DEVELOPMENT APPROVAL
CITY OF RALEIGH REVIEW OFFICER
DUDA I PAINE
ARCHITECTS
OWNER
Narsi Properties
10020 Sellona Street, Suite 100
Raleigh, NC 27617
A ft/ftl IIWr/ftW
Duda I Paine Architects, PA
333 Liggett Street
Durham, NC 27701
CIVIL ENGINEER
McAdams
2905 Meridian Parkway,
Durham, NC 27713
STRUCTURAL ENGINEER
Scalene Design
555 Fayetteville St I Suite 300
Raleigh, NC 27601
MEP ENGINEER
Barrett Woodyard
2301 Rexwoods Drive, Suite 108,
Raleigh, NC 27607
FIRE PROTECTION
AMea I -Ire rrotectlon
80 Rupert Rd.
Raleigh, NC 27603
CN
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This document is the product and exclusive property of
Duda I Paine Architects, PA. Neither the document nor the
information it contains may be copied, disclosed to others or used
in connection with any work or project other than the specific
project for which they have been prepared and developed
without the written consent of Duda I Paine Architects, PA.
© Copyright 2020 Duda I Paine Architects, PA
MARK I DATE I DESCRIPTION
LANDSCAPE PLAN -
STREET LEVEL
L5e0l
Construction Documents

DO NOT PRUNE LEADER. PRUNE OR CUT ONLY
DEAD OR UNHEALTHY BRANCHES
PROVIDE 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.
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 T. KEEP MULCH 3" FROM ROOT
FLARE AND DO NOT CONTACT STEM
HIGH QUALITY SOIL MIX AS SPECIFIED
WATER SAUCER, IF SPECIFIED, SHALL RISE NO
MORE THAN 3" ABOVE GRADE.
COMPLETELY REMOVE TOP HALF OF BURLAP,
LACING STRAPS, NAILS AND WIRE BASKET AND
DISCARD FROM HOLE. ALL SYNTHETIC BURLAP
MUST BE REMOVED FROM SIDES OF ROOT BALL
ROOT BALL SHALL BE PLACED DIRECTLY ON
COMPACTED SUBGRADE. HANDLE TREE BY THE
ROOT BALL ONLY.
3X
ROOTBALL DIAMETER
CONTACT INFORMATION:
CITY OF RALEIGH PARKS, RECREATION AND CULTURAL
RESOURCES DEPARTMENT URBAN FORESTER:
[e-mail]
WWW.RALEIGHNC.GOV
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 A5' 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.
0 TREE PLANTING (CITY OF RALEIGH STANDARD)
1 SCALE: NTS
TYPICAL EDGE
OF PLANT BED
ATYPICAL
SPACING IN
CURVILINEAR
PLAN BEDS,
OUTSIDE ROW
TO FOLLOW
CURVE AS
SHOWN ON
PLAN
+ + TYPICAL EDGE OF BUILDING
+
FINISHED
GRADE
+
l
+—+-+
+I
+
'� rA
+ ++ +
+ +
+ + +
+ + + +
SPECIFIED O.C.
SPACING (SEE
PLANT SCHEDULE)
6" MIN.
AMENDED
SOIL
SPECIFIED O.C.
SPACING (SEE
PLANT SCHEDULE)
1/2 OF SPECIFIED
O.C. SPACING
NOTES:
1. PLACE PLANTS IN PREPARED BED AS SHOWN
2. SPACING AS SPECIFIED IN PLANT LIST
3. AMEND SOILS WITH SHRUB/FLOWER BED MIX PER
SPECIFICATIONS
04 GROUNDCOVER PLANTING
SCALE: 3/8"=1'-O"
O
O
M
LO
O
CV
O
CV
CV
00
3" (8 CM) BARK MULCH
PLANTING MIXTURE
(SEE SPECS)
NOTE: SEE TREE MULCH 3" DEEP MAX. AND 3" MIN. FROM THE
PLANTING DETAIL BASE OF THE TREE
SIDEWALK PAVING AND SUBBASE
* (D PLANTING SOIL MIX AS SPECIFIED
z _ 4" DIA. PVC PIPE WRAPPED IN FILTER
5 —III=1 III FABRIC AND CONNECTED TO STORM
a —I=III=III—III— _ — DRAINAGE SYSTEM WHERE APPLICABLE
SECTION COMPACTED OR UNDISTURBED SUBGRADE
NOTES:
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.
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 DRAINIAERATION 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.
,1
ROAD �� ROAD
STRUCTURAL SOIL SYSTEM AINMENT SYSTEM ROOT CHANNELINGIPATH
CITY OF PALEIGH
STANDARD DETAD.
CONTACT INFORMATION: REVISIONS a+rE — e Wsc
CITY OF RALEIGH PARKS, RECREATION AND CULTURAL RESOURCES DEPARTMENT TREE PLANTING IN
URBAN FORESTER: [e-mail] SIDEWALK WITHIN ROW
WWW.RALEIGHNC.GOV
TPP-07
02 TREE PLANTING IN SIDEWALK WITHIN ROW (CITY OF RALEIGH STANDARD) 03
SCALE: NTS
PRUNE PROPORTIONALLY —
TO COMPENSATE FOR
REDUCTION OF ROOTS AND
TO PROMOTE NATURAL
CHARACTER OF GROWTH
3" (8 CM) BARK MULCH;
DO NOT PLACE MULCH
WITHIN 3" OF
TRUNK/STEM.
FORM 2" DEEP
SAUCER
3
PLANTING SOIL MIX —
BACKFILL TO BE
COMPACTED BY
SOAKING WITH WATER
AND OR LIGHTLY
HAND TAMPED.
SHRUB PLANTING
SCALE: 3/8"=V-0"
DUDA I PAINE
ARCHITECTS
TOP OF ROOT BALL SHALL OWNER
BE 1" HIGHER THAN
ADJACENT FINISHED GRADE. Narsl Properties
10020 Sellona Street, Suite 100 1
—CUT & REMOVE BURLAP Raleigh, NC 27617
FROM 1/3 OF ROOT BALL
ARCHITECT
Duda I Paine Architects, PA
333 Liggett Street
\ Durham, NC 27701
CIVIL ENGINEER
6" MIN.
McAdams
2905 Meridian Parkway,
��
Durham, NC 27713
STRUCTURAL ENGINEER
Scalene Design
� PLANTING SOIL MIX
555 Fayetteville St I Suite 300
�i //��//��//��//��//��///
�/% TO BE TAMPED TO
AVOID SETTLING
Raleigh, NC 27601
TWICE ROOT BALL
WIDTH MIN.
SUBSOIL BROKEN
WITH PICK
MEP ENGINEER
WIDTH OF PLANTING HOLE
SHALL BE 3 TIMES THE ROOT
BALL DIAMETER IN HIGHLY
COMPACTED OR CLAY SOIL; 2
TIMES THE ROOT BALL
DIAMETER MINIMUM IN ALL
OTHERS
GENERAL LANDSCAPING NOTES
1. CONTRACTOR IS RESPONSIBLE FOR THE SITE INSPECTION BEFORE LANDSCAPE
CONSTRUCTION AND INSTALLATION IN ORDER TO BECOME FAMILIAR WITH THE
EXISTING CONDITIONS.
2. LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND
UTILITIES BEFORE BEGINNING DEMOLITION OR INSTALLATION.
3. CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES BETWEEN
THE NOTES, SPECIFICATIONS, DRAWINGS OR SITE CONDITIONS FOR RESOLUTION
PRIOR TO INSTALLATION.
4. ANY DAMAGE TO UTILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
5. THIS PLAN IS FOR PLANTING PURPOSES ONLY. FOR INFORMATION REGARDING
BUILDINGS, GRADING, WALLS, ETC., REFER TO ARCHITECTURE, SITE AND GRADING
PLANS.
6. VERIFICATION OF TOTAL PLANT QUANTITIES AS SHOWN IN THE PLANT SCHEDULE
SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. ANY
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE
ARCHITECT.
7. CONTRACTOR TO ENSURE PROPER STABILIZATION AND SEEDING OF THE SITE IN
ACCORDANCE WITH APPLICABLE REGULATIONS.
8. LANDSCAPE MATERIAL SHALL BE WELL FORMED, VIGOROUS, GROWING SPECIMENS
WITH GROWTH TYPICAL OF VARIETIES SPECIFIED AND SHALL BE FREE FROM DAMAGE,
INSECTS AND DISEASES. MATERIAL SHALL EQUAL OR SURPASS #1 QUALITY AS
DEFINED IN THE CURRENT ISSUE OF "AMERICAN STANDARD FOR NURSERY STOCK"
AS PUBLISHED BY THE AMERICAN NURSERY & LANDSCAPE ASSOCIATION.
9. ALL PLANT MATERIAL IS TO BE CAREFULLY HANDLED BY THE ROOT BALL, NOT THE
TRUNK, BRANCHES AND/OR FOLIAGE OF THE PLANT. MISHANDLED PLANT MATERIAL
MAY BE REJECTED BY THE LANDSCAPE ARCHITECT.
10. ALL PLANT MATERIAL IS TO BE WELL ROOTED, NOT ROOT BOUND, SUCH THAT THE
ROOT BALL REMAINS INTACT THROUGHOUT THE PLANTING PROCESS. DEFICIENT PLANT
MATERIAL MAY BE REJECTED BY THE LANDSCAPE ARCHITECT OR OWNER.
11. ALL PLANTS TO BE A MINIMUM OF WHAT IS SPECIFIED IN THE PLANT SCHEDULE.
ANY CHANGES OR SUBSTITUTIONS SHALL BE APPROVED BY THE LANDSCAPE
ARCHITECT AND GOVERNING JURISDICTION PRIOR TO ANY HOLE BEING DUG.
12. ANY EXISTING PLANT MATERIAL WITHIN THE LIMITS OF DISTURBANCE AND/OR NOTED
AS TO BE RETAINED THAT IS DAMAGED AS A RESULT OF CONSTRUCTION SHALL BE
REPLACED AT THE OWNERS EXPENSE.
13. REFER TO SPECIFICATION FOR MORE INFORMATION ON DELIVERY, STORAGE AND
HANDLING OF PLANT MATERIAL, QUALITY ASSURANCE, PRODUCTS AND MATERIALS,
SOIL TESTING AND AMENDMENTS, INSTALLATION, MAINTENANCE AND WARRANTIES, AND
ADDITIONAL PLANTING REQUIREMENTS.
14. ALL AREAS CALLED OUT AS MULCH AND ANY ADDITIONAL DISTURBED AREAS NOT
SCHEDULED FOR SOD SHALL BE MULCHED WITH MINIMUM 3" DEPTH SHREDDED
BARK MULCH.
15. STRUCTURAL SOIL SHALL BE 'CU STRUCTURAL SOIL' OR APPROVED EQUIVALENT
SITE PERMIT REVIEW APPROVAL
CITY OF RALEIGH — PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations. This approval of
this electronic document is only valid if the document has not been modified and the digital
signature below is valid:
Barrett Woodyard
2301 Rexwoods Drive, Suite 108,
Raleigh, NC 27607
FIRE PROTECTION
Allied Fire Protection
80 Rupert Rd.
Raleigh, NC 27603
CN
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This document is the product and exclusive property of
Duda I Paine Architects, PA. Neither the document nor the
information it contains may be copied, disclosed to others or used
in connection with any work or project other than the specific
project for which they have been prepared and developed
without the written consent of Duda I Paine Architects, PA.
© Copyright 2020 Duda I Paine Architects, PA
MARK I DATE I DESCRIPTION
LANDSCAPE DETAILS
L5e02
Construction Documents
CITY OF RALEIGH DEVELOPMENT APPROVAL
CITY OF RALEIGH REVIEW OFFICER

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Appendix B
Grading Plan
hart ` hickman
SMARTER ENVIRONMENTAL SOEVr1ONS

I U, / T-------------------- - - - - - - - - - - - - - - - - - --
-T --
\-T----- / 1--- - - - - - - - _
I =--------- -�° _- na nno-------------/-_-J- ----�-� - - - - - - - - - -------- --_ - / 7 -- �-
no no no no no - - no no �il:� o - - / - - - - - -
rrN� w w w w n0-ono- no noc- 1--------T------ - \
-� w w w w----=-f===�= T�- -__�_° _ no no no _- -----
W \� T w w w wow w- \� o`"---_- n�� -no_� no - no
��
\ SSMH -w w w w w
\ w w w w
�� w w -
y -� w w w w \ EX-C6100
N � \ `RIM=314.86 � w
' � ��\ w � � EXIST \
/v
I F \ 6 CLAY(E)�309.59 EXISTING = D�
� v 6"CLAY W =30-.69 � �� � � � CRATE 311.04�
�
I \ � ( ) �� � . .1:� 15"RCP�f�)=308.98 /
0IR ST /
-- - - - - - -- --\ = ----- - -- _ MAIN STREET EIN
P15"RCP (S) =�� 8. 9 9 s s
/ r _ r ARALLEL
PARKING /
/ '��/ �/Oi - _ ss- » � �
t --- -�66 ---PUBLIC R _w- -- ---
N � F , / '�/ / � I -�- S�-� =,Z--sue- - - ---- -
I
I I I
GRADING LEGEND
m
FLARED END SECTION
U
ENDWALL SECTION
CATCH BASIN
DROP INLET
■
STORM SERVICE INLET
•
STORM SERVICE ROOF -DRAIN
Q
JUNCTION BOX
DRAINAGE FLOW ARROW
r..
LINE BREAK SYMBOL
250.50
250.00
TOP & BOTTOM CURB ELEVATIONS
/317.36 (PRIMARY.STREET)I �TW=223.00 TOP OF WALL ELEVATION
BW=213.00 BOTTOM OF WALL ELEVATION
316.86-MG � J >>> / / (NOTE: BOTTOM OF WALL IS GROUND
ai an / / ��� ELEVATION NOT WALL FOUNDATION)
/F / 311.42 MG
f / / o 1/1
ADJUST EX. MANHOLE RIM i 61 LF 15" RCP o
1 /r 317.27 r I / 19 LF 12" HDF£ o / WW W TO FINISHED GRADE i @ 1 08% + 250.60 SPOT ELEVATION
317.36 / o 0 1.07% / >>> i
N I / 317.36 316.77- L _o / 316.18 / / / / + 250.60-MG MATCH EXISTING GRADE
°1 L_ m o ai 315.68-MG I / / 31 1.97-MG
317.68 °1 ai al / I I S 311.75
a-i 01 0 � o !- I i 9 STORM DRAINAGE
m i 311.25
I 317.18 MG 01 a� J-..�� � �,, � 312.83 312.48 �
m on STORM SERVICE LINE
N ( I' m m a,312.33-cG m 311.98-MG 311.42
' f - a . 01 °1 a� y -_ 311.42 ROOF DRAIN, 8" ADS
I a - - �J� -- -- - - -- -- - 0 - o - o- - RD- RD- RD-
i � � O � 1 NON -PERFORATED TUBING OR
I
/ 317 27 a S 87° , „ \ v �� L - EQUAL 1.0% MIN. SLOPE 3' MIN.
F - - _ _ 4 2 7 E A"O1 �'� \ 4 I O T 1 3j2 �2 9 �, COVER PVC SCHEDULE 40 IN
' I \ 210.53 (TOTAL _ 102 F 12" HDPE I - TRAFFIC AREAS
I \
317.62 VARIABLE WIDTH SIDEWA - �� 1' 8% i'� 312.43 3 - --TP-TP-TP- TREE PROTECTION FENCE
317.12-M6 �� 317.37 ACCESS EASEMENT �O V 13 LF 312.43 311.54
ti - JB
m ] v
- - _ ❑ \ (F � - - 1 1.54 LD LD LIMITS OF DISTURBANCE
an 31727 AD-202 v \
[j3�1
a- - ---- -- -- - - - - - - -_L- - --❑- - -- r-
-C'0 -200� ----------
3[1
i I\I I9II2
-
-0-- \ - -
-
-
WOODED AREA
- - - - - - - - - - - - - - BS 12.62 312.49
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CONTOUR
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BACKFLOW PREVENTER
INV.-316.1 6 EMERGENCY OVERFLOW
INV.=316015
LD INV.=316.50
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COORDINATE WITH JB-102 I I I
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_ I i 16.80 / - / \ ®1191 RCP
I_1 FFE=316.80 \ SF -OUT I
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-----
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__ __ I
� / �j I I I- - / � TEMPORARY CONSTRUCTION �- � LD LD LD LD � - - - - - � 9
CD/ I 11 "t" I I I I 1 - - - - -- -- EASEMENT I LD LD � LD - SEE SHEET C0.00 FOR ALL PROJECT, SITE,
GRADING, STORM DRAINAGE, AND UTILITY NOTES
ALL CONSTRUCTION SHALL CONFORM WITH THE
LATEST5 VERSION OF THE CITY OF RALEIGH AND
NCDOT STANDARDS, SPECIFICATIONS, AND DETAILS.
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. 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.
5. PRIOR TO BEGINNING CONSTRUCTION, THE GENERAL CONTRACTOR SHALL SCHEDULE AND ATTEND A PRE -CONSTRUCTION CONFERENCE WITH
THE CITY OF RALEIGH STORMWATER AND EROSION CONTROL DEPARTMENT, THE ENGINEER AND A REPRESENTATIVE OF THE OWNER.
6. 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.
7. 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 GRAPHIC SCALE
DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY. 0 5 10 20
8. 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.
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Know what's below.
Call before you dig.
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.
SITE PERMIT REVIEW APPROVAL
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Plans for the proposed use have been reviewed for general compliance with
applicable codes. This limited review, and authorization for construction is not to
be considered to represent total compliance with all legal requirements for
development and construction. The property owner, design consultants, and
contractors are each responsible for compliance with all applicable City, State and
Federal laws. This specific authorization below is not a permit, nor shall it be
construed to permit any violation of City, State or Federal Law. All Construction
must be in accordance with all Local, State, and Federal Rules and Regulations. This approval of
this electronic document is only valid if the document has not been modified and the digital
signature below is valid:
CITY OF RALEIGH DEVELOPMENT APPROVAL
CITY OF RALEIGH REVIEW OFFICER
DUDA I PAINE
ARCHITECTS
OWNER
Narsi Properties
10020 Sellona Street, Suite 100 1
Raleigh, NC 27617
Duda I Paine Architects, PA
333 Liggett Street
Durham, NC 27701
CIVIL ENGINEER
McAdams
2905 Meridian Parkway,
Durham, NC 27713
STRUCTURAL ENGINEER
Scalene Design
555 Fayetteville St I Suite 300
Raleigh, NC 27601
MEP ENGINEER
Barrett Woodyard
2301 Rexwoods Drive, Suite 108,
Raleigh, NC 27607
FIRE PROTECTION
Allied Fire Protection
80 Rupert Rd.
Raleigh, NC 27603
N
O
2
N
N
O
This document is the product and exclusive property of
Duda I Paine Architects, PA. Neither the document nor the
information it contains may be copied, disclosed to others or used
in connection with any work or project other than the specific
project for which they have been prepared and developed
without the written consent of Duda I Paine Architects, PA.
© Copyright 2020 Duda I Paine Architects, PA
MARK I DATE I DESCRIPTION
DETAILED GRADING
PLAN
C 601
Construction Documents

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TOP=319.58
15"RCP(E)=316.3&
15"RCP(S)=316.74
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General
Revision number 0
Number of points 22161
Minimum X coordinate 2107260.000'
Minimum Y coordinate 736282.000'
Maximum X coordinate 2107475.000'
Maximum Y coordinate 736393.000'
Minimum elevation-1.240'
Maximum elevation 2.651'
Mean elevation 0.711'
Grid
X spacing 1.000'
Y spacing 1.000'
OrientationNO'00'00.00"E
Volume
Base Surface Ex. Surface
Comparison
Surface Pr. Surface
Cut Factor
1.000
Fill Factor 1.000
Cut volume
(adjusted) 101.45 Cu. Yd.
Fill volume
(adjusted) 675.98 Cu. Yd.
Net volume
(adjusted) 574.53 Cu. Yd.<Fill>
Cut volume
(unadjusted) 101.45 Cu. Yd.
Fill volume
(unadjusted) 675.98 Cu. Yd.
Net volume
(unadjusted) 574.53 Cu. Yd.<Fill>
0
GRAPHIC SCALE
0 10 20 40
1 inch = 20 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
One Glenwood Avenue
Suite 201
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
DUDA PAINE ARCHITECTS
333 LIGGETT STREET
DURHAM, NORTH CAROLINA 27701
PHONE: [phone]
IDUDA j PAINE
ITECTS
J W
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REVISIONS
9
i
NO. DATE
1 11-05-2019 REVISED PER CITY OF RALEIGH COMMENTS
2 01-30-2020 REVISED PER CITY OF RALEIGH COMMENTS
3 02-04-2020 REVISED PER CITY OF RALEIGH COMMENTS
4 04-08-2020 REVISED PER CITY OF RALEIGH COMMENTS
PLAN INFORMATION
PROJECT NO
FILENAME
CHECKED BY
DRAWN BY
SCALE
DATE
SHEET
DPA-17010
DPA17010x
07. 15. 2019
EARTHWORK ANALYSIS
EX-1