25022_SouthBank Bldg_EMP_20220503

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: $165,000,000
2. Estimated jobs created:
a. Construction Jobs: 200
b. Full Time Post -Redevelopment Jobs: 40
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Table of Contents
NORTH CAROLINA BROWN FIELDS 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.................................................................................................................
16
PART 3. SURFACE WATER..................................................................................................................
17
PART4. SEDIMENT............................................................................................................................
18
PART 5. SOIL VAPOR.........................................................................................................................
18
PART 6. SUB -SLAB SOIL VAPOR........................................................................................................
19
PART7. INDOOR AIR.........................................................................................................................
20
VAPOR INTRUSION MITIGATION SYSTEM.............................................................................................
20
CONTINGENCY PLAN — encountering unknown tanks, drums, or other waste materials .....................
21
POST -REDEVELOPMENT REPORTING.....................................................................................................
22
APPROVAL SIGNATURES.......................................................................................................................
24
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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:
M A set of redevelopment plans, including architectural/engineering plans, if available; if
not conceptual plans may suffice if updated when detailed plans are drafted.
M 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: 4/25/2022
GENERAL INFORMATION
Revision Date (if applicable): Click or tap to enter a date.
Brownfields Assigned Project Name: SouthBank Building
Brownfields Project Number: 25022-21-032
Brownfields Property Address: 400 West Main Street, Durham, NC 27701
Brownfields Property Area (acres): 1.84
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): Five Point Center -Durham, LLC
Contact Person: Austin Hills
Phone Numbers: Office: 970-948-5988
Email: [e-mail]
Contractor for PD: Samet Corporation
Contact Person: Maria Houle
Phone Numbers: Office: 919-703-0263
Email: [e-mail]
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Mobile: Click or tap here to enter text.
Mobile: [phone]

Environmental Consultant: Mid -Atlantic Associates
Contact Person: Dan Nielsen
Phone Numbers: Office: 919-250-9918 Mobile: [phone]
Email: [e-mail]
Brownfields Program Project Manager: Stephanie Graham
Phone Numbers: Office: 704-235-2195 Mobile: Click or tap here to enter text.
Email: [e-mail]
Other DEQ Program Contacts (if applicable, i.e., UST Section, Inactive Hazardous Site Branch,
Hazardous Waste, Solid Waste):
Not Applicable
NOTIFICATIONS TO THE BROWNFIELDS PROGRAM
Written advance Notification Times to Brownfields Project Manager: Check each box to accept
minimum advance notice periods (in calendar days) for each type of onsitetask:
On -site assessment or remedial activities: .................................................... 10 days Prior
Construction or grading start: .......................................................................... 10 days Prior
Discovery of stained soil, odors, USTs, buried drums or waste, landfill, or other signs of previously
unknown contamination: ................................................................................ Within 48 hours
Implementation of emergency actions (e.g. dewatering, flood or soil erosion control measures in
area of contamination, ventilation of work zones): ................................... Within 48 hours
Installation of mitigation systems: ................................................................ 10 days Prior
Other notifications as required by local, state or federal agencies to implement redevelopment
activities: (as applicable): ................................................................................. Within 30 days
REDEVELOPMENT PLANS
1) Type of Redevelopment (check all that apply):
®Residential ❑Recreational ❑Institutional ❑Commercial ®Office ®Retail ❑ Industrial
El Other specify:
1.11UN UI LdN ofi e to enter texL.
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:
Select portions of the redevelopment plans including grading plans are attached. The present
SouthBank building and sections of the parking lot will be replaced with an 80,000 square -foot,
27-story structure (Attachment A). An estimated 11,700 cubic yards are expected to be removed
to support the construction of ground floor retail space and sub -grade parking (Attachment B).
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: 5/9/2022
b) Anticipated duration (specify activities during each phase):
30 Months. Demolition is currently taking place at the property. Earth moving and
construction are expected to begin in Early May 2022.
c) Additional phases planned? ® Yes ❑ No
If yes, specify the start date and/or activities if known:
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Start Date: 5/9/2022
Planned Activity:
Construction of a 385 space parking structure, 180 rental apartments, and 54 rental condos.
Start Date: Quarter 4 of 2024
Planned Activity:
Potential addition of parking spaces, apartments, condos, and hotel rooms in the western
portion of the property.
Start Date: 'ick 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: 10/14/2024
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 Property
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
Note: Surface water, sediment, and indoor air are either not present or were not sampled prior to demolition activities.
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):
Metals detected above PSRGs at the subject site consist of arsenic and hexavalent chromium
(Cr(VI)). Arsenic was detected in all the beneficial fill samples collected at naturally occurring
concentrations above its Residential PSRG. Arsenic was detected at naturally occurring
concentrations above its Industrial/Commercial preliminary soil remediation goals (PSRG) in
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beneficial fill samples collected from the deep portion of Block C (sample C(d)), and the shallow
portions of Areas D (sample D(s)) and G (sample G(s)). Cr(VI) was detected at concentrations
above its Residential PSRG in beneficial fill samples from deeper portions of Areas D (D2(d)), G
(G2(d), and H (1-12(d)) and the shallow portion of Area H (1-12(s)). While Cr(VI) was reported in D(d)
at a concentration above its Industrial/Commercial PSRG, follow-up sampling (sample D2(d) and
a duplicate) indicate this detection is anomalous. Other metals were detected, but not at
concentrations above health based PSRGs. Arsenic was also detected at concentrations above
Residential PSRGs in environmental area of concern (AOC) soil samples. Tabulated data
summaries are provided in Attachment C and sample locations are provided in Attachments D
and G.
Semi -volatile organic compounds (SVOCs) consisting of polycyclic aromatic hydrocarbons (PAHs)
were detected in beneficial sample D(d). One PAH, Benzo(a)pyrene (BaP), was detected above its
Residential PSRG. Other SVOCs were detected, but not at concentrations above health -based
PSRGs. PAHs were detected in environmental AOC samples SS-1 and SS-3 above their respective
Residential PSRGs. Based on cut/fill plans (Attachment B), samples SS-1 and SS-3 were taken
below the expected cut depth (approximately 1 ft BLS).
2) Depth of known or suspected contaminants (feet):
Arsenic at the subject site occurs in naturally occurring concentrations and is expected to be
present in all soil excavated at the site. Benzo(a)pyrene (BaP) was detected in sample D(d), which
was composited in Area D from depths of 7 — 9 ft BLS. Cr(VI) has been detected at concentrations
above its Residential PSRG in composite samples from Areas D, G, and H at depths ranging from
2 to 9 ft BLS.
3) Area of soil disturbed by redevelopment (square feet):
Approximately 58,000 square feet.
4) Depths of soil to be excavated (feet):
Cut depths at the site range from 1 ft BLS in the western portion of the site in Area A to 12 ft BLS
east and north adjacent to the SouthBank building.
5) Estimated volume of soil (cubic yards) to be excavated (attach grading plan):
An estimated 11,700 cubic yards of soil will be excavated during development.
6) Estimated volume of excavated soil (cubic yards) anticipated to be impacted by contaminants:
Beneficial fill samples from Area H and shallow portions of Areas D and G which exhibited Cr(VI)
and/or BaP at concentrations above their Residential PSRGs account for approximately 3,000
cubic yards of soil planned for excavation and offsite disposal. See Attachment G for the location
of these samples.
7) Estimated volume of contaminated soil expected to be disposed of offsite, if applicable:
Approximately 3,000 cubic yards. The soil in Areas D, G, and H described above will be excavated
and disposed at the Republic Services Upper Piedmont Environmental Landfill (a Subtitle D
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Landfill) in Rougemont, NC. The remaining soils will be disposed offsite at the Triangle Area Earth
Corporation landfarm facility in Zebulon, NC. This facility is permitted to dispose of petroleum -
impacted soils.
Part 1.A. MANAGING ONSITE SOIL
If soil is anticipated to be excavated fromthe Brownfield Property, relocated on the Brownfields
Property, or otherwise disturbed during site grading or other redevelopment activities, please
provide a grading plan that clearly illustrates areas of cut and fill (approximate areas & volumes are
acceptable, if only preliminarydata available).
1) HAZARDOUS WASTE DETERMINATION:
a) Does the soil contain a LISTED WASTE as defined in the North Carolina Hazardous
Waste Section under 40 CFR Part 261.31-261.35?....................................... ❑Yes ®No
❑ If yes, explain why below, including the level of knowledge regarding processes
generating the waste (include pertinent analytical results as needed).
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 ick or tap here to enter text.
❑ TCLP results :lick 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)
Click -- tap here to enter tex
© If no, explain rationale:
Soil testing conducted at the site did not identify contamination indicative of
hazardous waste.
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d) NOTE: IF SOIL MEETS THE DEFINITION OF A CHARACTERISTIC HAZARDOUS WASTE, THE
SOIL MAYNOT BE RE -USED ON SITE AND MUST BE DISPOSED OF IN ACCORDANCE
WITH DEQ HAZARDOUS WASTE SECTION RULES AND REGULATIONS.
2) Screening criteria by which soil disposition decisions will be made (e.g., left in place, capped in
place with low permeability barrier, removed to onsite location and capped, removed offsite):
® Preliminary Health -Based Residential SRGs
❑ Preliminary Health -Based Industrial/Commercial SRGs
❑ Division of Waste Management Risk Calculator (For Brownfields Properties Only)
❑ Site -specific risk -based cleanup level. Please provide details of methods used for
determination/explanation.
Click or tap here to enter text.
Additional comments:
Click or tap here to enter text.
3) If known impacted soil is proposed to be reused within the Brownfields Property Boundary,
please check the measures that will be utilized to ensure safe placement and documentation of
same. Please attach a proposed location diagram/site map.
© Provide documentation of analytical report(s) to Brownfields Project Manager
® Provide documentation of final location, thickness and depth of relocated soil on site map
to Brownfields Project Manager once known
❑ Geotextile to mark depth of fill material.
Provide description of material:
Click or tap here to enter text.
❑ Manage soil under impervious cap ❑ or clean fill ❑
❑ Describe cap or fill:
Click or tap here 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:
Soil exhibiting impacts above Residential PSRGs (except arsenic) is not currently planned for reuse on
the Brownfields property. If impacted soils are encountered and planned for reuse on the property,
soil will be managed as indicated above.
4) Please describe the following action(s) to be taken during and following excavation and
management of site soils:
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Management of fugitive dust from site
® Yes, describe the method will include:
If necessary, dust control will be implemented using water in a manner typically used at
construction sites.
❑ No, explain rationale:
lick 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:
Visual and olfactory evaluation will be conducted by construction crews during excavation
and grading. Construction crews will be advised to notify the environmental professional
if suspected impacts are observed.
❑ 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:
Soil samples at the site have already been collected in areas where cuts are planned.
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
© Metals RCRA List (8) (arsenic, barium, cadmium, chromium, mercury, lead, selenium
and silver): Specify Analytical Method Number(s):
EPA Methods 6020 B and EPA 7471B
❑ Pesticides: Specify Analytical Method Number(s):
Click or tap here to enter text.
❑ PCBs: Specify Analytical Method Number(s):
Click or tap here to enter text.
® Other Constituents & Respective Analytical Method(s) (i.e. Hexavalent Chromium,
Herbicides, etc.): Specify Analytical Method Number(s):
Hexavalent Chromium (EPA 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
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control, prohibiting contact between surface water/precipitation and contaminated soil,
and preventing contaminated runoff. Explain any variances or provide additional details as
needed:
If soil is known or suspected to exhibit VOCs, SVOCs and/or RCRA 8 metals at concentrations above
Residential PSRGs (except arsenic), they will be staged onsite in accordance with Figure 1.
❑ 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 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.):
-1 f ere f- __*_.
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.
Final grade sampling is not planned. Current plans do not indicate that exposed native soil
will remain on the property following development and that the area surrounding the
development will be paved.
© If final grade sampling was NOT selected, please explain rationale:
Sample locations D2(d), G2(d), 1­12(s), and 1­12(d) exhibit Cr(VI) at concentrations above its
Residential PSRG. Cut and fill plans indicate that soil from these blocks will be excavated.
Soil excavated from these areas will be disposed in accordance with Part 1C of this
document.
Samples D(d), SS-1, and SS-3 exhibited polycyclic aromatic hydrocarbons (PAHs) at
concentrations above their respective Residential PSRGs. Cut and fill plans indicate that
Block D will be excavated during redevelopment. Soil excavated from this area will be
disposed in accordance with Part 1C this EMP. Redevelopment plans show that sample
locations SS-1 and SS-3 will be paved over during redevelopment. Because these locations
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will be paved over, future occupants of the property will not be exposed to contaminated
soil.
With the exception of arsenic, other sample locations did not exhibit soil constituents at
concentrations above their respective Residential PSRGs. As such, soils exhibiting impacts
above Residential PSRGs will either be excavated or covered in impervious surfaces.
Part 1.13. IMPORTED FILL SOIL
NO SOIL MAY BE BROUGHT ONTO THE BROWNFIELDS PROPERTY WITHOUT PRIOR APPROVAL
FROM THE BROWNFIELDS PROGRAM. According to the Brownfields IR 15, "Documenting
imported soil (by sampling, analysis, and reporting in accordance with review and written
approval in advance by the Brownfields Program), will safeguard the liability protections provided
by the brownfields agreement and is in the best interest of the prospective developer/property
owner."
Requirements for importing fill:
1) Will fill soil be imported to the site? ................................................ ❑ Yes ❑ No © Unknown
2) If yes, what is the estimated volume of fill soil to be imported?
Based on the cut and fill diagram provided (Attachment B), the area under the SouthBank building
will be raised approximately 2 ft (from approximately 14 ft BLS to 12 ft BLS) which would require
an estimated 1,200 cubic yards of soil. This fill soil may originate from on -site cuts.
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.)
Since fill shown on the cut and fill diagram (Attachment B) may come from either imported soil or
on -site cuts, the precise location and depth of fill is uncertain. The range of fill depth at this site is
0 to 2 ft which will be used to raise the fill area discussed above.
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:
A source of fill soil is currently unknown and may not be needed. The general contractor will
identify the proposed fill source and evaluation of the source will be conducted if needed as
indicated below.
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 will identify the source for backfill material at the site, if needed. If fill material is
needed, it will be procured from a permitted facility. Fill material will not be sampled if:
• Fill material originates from a facility pre -approved by NCDEQ, or
• Fill material is derived from virgin rock at a permitted quarry.
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If fill material will originate from overburden soil from a permitted quarry, soil samples will be
collected to certify the fill material is clean. One composite sample for every 1,000 cubic yards
of borrow material required will be collected and analyzed as indicated below.
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 6020B and EPA 7471B
❑ Pesticides: Specify Analytical Method Number(s):
Click or tap here to enter text.
❑ PCBs: Specify Analytical Method Number(s):
® Other Constituents & Respective Analytical Method(s) (i.e. Hexavalent
Chromium, Herbicides, etc.):
Hexavalent Chromium by EPA 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.
If the soil or other material proposed for import is virgin overburden or non -rock material (i.e.
sand or soil) from a permitted quarry, the fill material will be sampled. Based on the estimated
volume of fill (1,200 cubic yards), a sample will be collected for analysis of VOCs, SVOCs, and
RCRA 8 metals as indicated above. Once a source of fill is identified, it will be communicated with
the NCBP. Sampling will be performed in such a way that one sample for every approximately
1,000 cubic yards of soil will be analyzed for VOCs, SVOCs, RCRA 8 metals, and Hexavalent
Chromium.
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
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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.
As described above, a total of approximately 11,700 cubic yards of soil is planned for export from
the subject site. A cut and fill map is provided in Attachment B. Soil testing at the property has
already been performed as part of the data gap assessment, which involved soil testing in
approximately 1,000 cubic yard blocks.
As discussed under Part 1, 7), soils from Area H and the shallow portion of Areas D and G will be
disposed at the Republic Services Upper Piedmont Environmental Landfill (a Subtitle D Landfill)
in Rougemont, NC. The remaining soils will be disposed offsite at the Triangle Area Earth
Corporation landfarm facility in Zebulon, NC.
2) To what type of facility will the export Brownfields soil be sent?
© Subtitle D/Municipal Solid Waste Landfill (analytical program to be determined by
landfill)
❑ Permitted but Unlined Landfill (i.e. LCID, C&D, etc.) Analytical program to be
determined by the accepting Landfill;
® Landfarm or other treatment facility
❑ Use as fill at another suitable Brownfields Property — determination that a
site is suitable will require, at a minimum, that similar concentrations of the same or
similar contaminants already exist at both sites, use of impacted soil will not increase
the potential for risk to human health and the environment at the receiving Brownfields
property, and thata record of the acceptance of such soil from the property owner of
the receiving site is provided to Brownfields. Please provide additional details below.
❑ 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).
Click or tap here to enter tex*
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 not
hazardous waste), i.e., impacted soils are placed back at approximately the depths they
were removed from such that impacted soil is not placed at a greater depth than the original
depth from which it was excavated.
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® 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:
As indicated in the Vapor Intrusion Mitigation System section below, a Vapor Intrusion Mitigation
System (VIMS) is planned for this site. The need for barriers in utility trenches will be evaluated
in the VIMS Plan.
❑ If no, include rationale here:
Click or tap here to enter text.
❑ Unknown, details to be provided in the Vapor Mitigation Plan for site buildings
Other comments regarding managing impacted soil in utility trenches:
Currently, electric and fiber optic underground utilities are present near SS-3/TMW-3 along West
Main Street and Morris Street. Based on current plans, one utility trench for storm drainage will be
located near the point. This will be piped to a filterra SCM. An underground stormwater detention
vault will be placed west of SS-3/TMW-3. Current plans also indicate the installation of a storm sewer
line and electric line north-northwest of sample location ESG-8.
PART 2. GROUNDWATER
1) What is the depth to groundwater at the Brownfields Property?
Approximately 10-12 ft BLS in the western portion of the site to approximately 13-14 ft BLS in
the eastern portion of the site.
2) Is groundwater known to be contaminated by ®onsite ❑offsite ❑both or ❑unknown
sources? Describe source(s):
Groundwater contaminated at the site appears to be restricted to the southeastern portion of
the property near where a dry cleaner formerly operated.
3) What is the direction of groundwater flow at the Brownfields Property?
Groundwater flow at the site is generally to the east towards Morris Street. West of the
SouthBank building, groundwater flow is to the north and west towards North Great Jones Street
and West Main Street.
4) Will groundwater likely be encountered during planned redevelopment activities?
❑Yes ®No
If yes, describe these activities:
Regardless of the answer; in the event that contaminated groundwater is encountered
during redevelopment activities (even if no is checked above), list activities for contingent
management of groundwater (e.g., dewateringof groundwater from excavations or
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EMP Version 2, January 2021

foundations, containerizing, offsite disposal, discharge to sanitary sewer, NPDES permit, or
sampling procedures).
If groundwater is encountered, Mid -Atlantic will sample suspected impacted groundwater for
VOCs and/or SVOCs based on suspected source area of contamination.
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:
To our knowledge, the only groundwater assessment historically performed at the property has been
by Mid -Atlantic using temporary monitoring wells that were abandoned following sampling.
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):
Surface water bodies do not exist at the subject site. In the event evidence of stormwater
impacts are observed, the on -call environmental professional will be consulted to determine
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the appropriate course of action. Since the volumes of water generated would likely be small,
temporary containerization on site (drums, poly tank) with removal and disposal at a permitted
off -site facility would be used, as necessary.
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.
5) 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 (Sample ESG-8) ❑ No ❑ Unknown
Groundwater:.....® Yes ❑ No ❑ Unknown
2) Attach a map showing the locations of soil vapor contaminants that exceed site
screening levels. (See Attachment G)
3) If applicable, at what depth(s) is soil vapor known to be contaminated?
Contaminated soil vapor has been identified in samples collected from depths ranging from 5 to 12 ft
BLS. These samples are located near the northern -central boundary of the property (ESG-1), south of
the SouthBank Building (ESG-3), in the parking lot west of the SouthBank Building (ESG-6), and to the
east of the SouthBank Building (ESG-8). These samples exhibited benzene, chloroform, and/or xylenes
at concentrations above their respective Residential SGSLs. In ESG-8, 1,3-butadiene and ethylbenzene
were detected at concentrations above their respective Non -Residential SGSLs. Soil gas samples ESG-1
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and ESG-3 are in the footprint of the proposed redevelopment at locations where stairwells are
planned for construction.
Risk calculations using VOC soil gas concentrations do not indicate an unacceptable risk of exposure,
except at sample location ESG-8, where the non -carcinogenic hazard index was exceeded in a
Residential use scenario.
Groundwater sample TMW-3, located at the southeastern property boundary outside of the footprint
of the proposed building, exhibited chloroform, perchloroethylene (PCE), and its degradation
products at concentrations above their Residential and/or Non -Residential Ground Water Screening
Levels.
4) Will workers encounter contaminated soil vapor during planned redevelopment activities?
❑ Yes ❑ No 0 Unknown In the event that contaminated soil vapor is encountered during
redevelopment activities (trenches, manways, basements or other subsurface work,) list
activities for management of such contact:
In the event evidence of soil vapor exposure is identified, the on -call environmental
professional will be consulted to determine an appropriate course of action. This course of
action will likely include an increase in ventilation using large capacity fan(s). Soil gas samples do
not indicate an unacceptable exposure risk under Residential and Non -Residential exposure
scenarios except in the vicinity of ESG-8.
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 0 No ❑ Unknown
Groundwater:.....❑ Yes 0 No ❑ Unknown
IHSB Industrial/Commercial Screening Levels:
Soil Vapor: ........... ❑ Yes 0 No ❑ Unknown
2) Groundwater:.....❑ Yes 0 No ❑ Unknown
3) If data indicate that sub -slab soil vapor concentrations exceed screening levels, attach a map
showing the location of these exceedances.
4) At what depth(s) is sub -slab soil vapor known to be contaminated? El 0-6 inches ❑Other, please
describe:
Click or tap here to enter te; ,.
5) Will workers encounter contaminated sub -slab soil vapor during planned redevelopment
activities? ❑ Yes 0 No ❑ Unknown
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© If no, include rationale here:
Sub -slab soil gas samples collected in the footprint of the SouthBank building have not exhibited
VOCs at concentrations above Residential or Non -Residential SGSLs. Impacted groundwater is
present in the southeastern portion of the site at sample location TMW-3, which is located
outside the footprint of the proposed building.
6) In the event that contaminated soil vapor is encountered during redevelopment activities, list
activities for management of such contact
In the event evidence of sub -slab soil vapor exposure is identified, the on -call environmental
professional will be consulted to determine an appropriate course of action. This course of
action will likely include an increase in ventilation using large capacity fan(s).
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.
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 tap here to enter tex
4) In the event that contaminated indoor air is encountered during redevelopment activities, list
activities for management of such contact:
Evidence of sub -slab soil gas contamination was not found in samples taken in the footprint of the
SouthBank building, which will be demolished prior to redevelopment. In the event evidence of
vapor exposure through indoor air is identified, the on -call environmental professional will be
consulted to determine an appropriate course of action. This course of action will likely include an
increase in ventilation using large capacity fan(s). If adequate mitigation cannot be implemented, we
will contact NCDEQ Brownfields Program Project Manager.
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:
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If yes, ❑ VIMS Plan Attached or ® VIMS Plan to be submitted separately
If submitted separately provide date:
A VIMS Plan will be provided in May 2022
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
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 Methods 6020B and 7471B
❑ Pesticides: Specify Analytical Method Number(s):
1, _ ._ i
ap here `-_ -__.
❑ PCBs: Specify Analytical Method Number(s):
Click or tap here to enter text
❑ Other Constituents & Analytical Method(s) (i.e. Hexavalent Chromium, Herbicides, etc.)
Please note, if field observations indicate the need for additional analyses, they should
be conducted, even if not listed here.
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Please provide details on the proposed methods of managing the following commonly
encountered issues during redevelopment of Brownfields Properties.
Underground Storage Tanks:
In the event a UST is encountered, the on -call environmental professional will be consulted to
determine the appropriate course of action. In addition, the Brownfield Program Project Manager
will be informed of the discovery. The UST will be removed and disposed. A soil sample from within
1-foot of the bottom of the UST system and from the four sidewalls of the excavation will be
assessed for VOCs by EPA 8260, SVOCs by EPA 8270, and RCRA 8 metals by EPA 6020B and 7471B.
Sub -Grade Feature/Pit:
In the event evidence of a sub -grade feature/pit is encountered, the on -call environmental
professional will be consulted to determine the appropriate course of action. In addition, the
Brownfield Program Project Manager will be informed of the discovery. The historical function of
the feature/pit will be assessed to determine if environmental assessment is warranted.
Buried Waste Material — Note that if buried waste, non-native fill, or any obviously filled materials
is encountered, the DEQ Brownfields Program must be notified to determine if investigation of
landfill gases is required:
In the event buried waste is encountered, the on -call environmental professional will be consulted
to determine the appropriate course of action. In addition, the Brownfield Program Project
Manager will be informed of the discovery. The nature of the waste will be evaluated to determine
if environmental assessment is warranted.
Re -Use of Impacted Soils On -Site:
Soil exhibiting impacts above Residential PSRGs (except arsenic) is not currently planned for reuse
on the Brownfields property.
If unknown, impacted soil is identified on -site, management on -site can be considered after the
project team provides the necessary information, outlined in Part 1.A. Item 11, for Brownfields
Project Manager approval prior to final placement on -site.
If other potential contingency plans are pertinent, please provide other details or scenarios as
needed below:
POST -REDEVELOPMENT REPORTING
® Check this box to acknowledge that a Redevelopment Summary Report will be required for the
project. If the project duration is longer than one year, an annual update is required and will be
due by January 31 of each year, or 30 days after each one-year anniversary of the effective date of
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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 1/31/2023
The Redevelopment Summary Report shall include environment -related activities since the last
report, with a summary and drawings, that describes:
1. actions taken on the Brownfields Property;
2. soil grading and cut and fill actions;
3. methodology(ies) employed for field screening, sampling and laboratory analysis of
environmental media;
4. stockpiling, containerizing, decontaminating, treating, handling, laboratory analysis and
ultimate disposition of any soil, groundwater or other materials suspected or confirmed
to be contaminated with regulated substances; and
5. removal of any contaminated soil, water or other contaminated materials (for example,
concrete, demolition debris) from the Brownfields Property (copies of all legally required
manifests shall be included).
X❑ Check box to acknowledge consent to provide a NC licensed P.G. or P.E. sealed, Redevelopment
Summary Report in compliance with the site's Brownfields Agreement.
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APPROVAL SIGNATURES
Brownfields Project Number: 25022-21-032
Brownfields Project Name: SouthBank Building
Prospective Developer: Austin Hills Date Click or tap to enter a date.
Printed Name/Title/Company: Austin Lawrence Partners East
Consultant: Daiie1'F Imsen - Date Click or tap to enter a date.
Printed Name/Title/Company: Mid -Atlantic Associates
-YStephanie Graham
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EMP Version 2, January 2021
Date Click or tap to enter a date.

Figure 1
NCBP Diagram for Temporary
Containment of Impacted or Potentially
Impacted Soil
Cross -Section View
'.Cop 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.) of plastic
cover used)
Land �
Surface Contaminated Soils
Straw Bale Berm
Map View
■ � � ■ L1�ci�it
. -.• ...... ......... .....
■� r Contaminated Soils
❑ Plastic
_ Shwing
Note Adapted from NC DEQ LIST Section "Guidelines for Ex Situ Petroleum Contaminated Soil Remediation" dated December, 1, 2013
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ATTACHMENT A - REDEVELOPMENT PLANS

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IN(N)=385.00' E5 H �
/ EL:389.60' IN(NW)=384.28' °`�'` OUT=385.44'
OUT=385.34' % Q 8PY s E °
/ OUT=384.23' ° 3 ° °
E
e WV 12"RCP
TOC=388.23' e
INV=NIA
BENCH °�/�/ e e o °TFILLEDDEBRIS WITH' 15"RCP I °° 12"RCP
° P.° _
(TYP.) \ ° ° �- �- ° ° m WV TRAV 4-PK
° e e ° e 0 ° ° WV a ° WV ° N:817826.50'
TOC=388.27' ° ° °
_ a8"FRCP ° W° e � e E:2028456.91'
OUT=384.07' f T
e °/ ^ e ° W � EL:389.54'
TW ° o °
15"RCP aI ° 18"RGP ° T
°WV
WV y°e ° °
°°
GV 8„DIP
WV TOC=388.43'
SS
° S
IN=383.03' a 4 °TOC=.
15' r_e/ ---)I I=382.731°A ° w-384.94' ° ° ° ° 4 'tee ° r
SURVEY LEGEND:
SYMBOL
DESCRIPTION
SURVEY CONTROL POINT
® EIP
EXISTING IRON PIPE
❑ ECM
EXISTING CONCRETE MONUMENT
♦
COMPUTED POINT
DQ
STORM DRAIN MANHOLE
®
STORM DRAIN CURB INLET
sO
SANITARY SEWER MANHOLE
®
SANITARY SEWER CLEANOUT
®
SANITARY FORCEMAIN VALVE
+I.
HYDRANT
my
WATER VALVE
M
0
WATER METER
QW
WATER MANHOLE
O
WATER VAULT
WELL
GV
M
GAS VALVE
GM
GAS METER
OT
TELEPHONE MANHOLE
TPED
O
TELEPHONE PEDESTAL
©
TV MANHOLE
CATV
❑
TV PEDESTAL
FOWP
0
FIBER OPTIC WITNESS POST
Fo
FIBER OPTIC BOX
O
ELECTRIC MANHOLE
EM
O
ELECTRIC METER
EB
ELECTRIC BOX
f�
UTILITY POLE
-0
GUY POLE
GUY WIRE
t
LIGHT POLE
©
MANHOLE
rs
TRAFFIC SIGNAL BOX
TRAFFIC SIGNAL POST
QMW
MONITORING WELL
ii�BOR
BORING LOCATION
•
BOLLARD
-�
SIGN
FF=267.18'
FINISHED FLOOR ELEVATION
DECIDUOUS TREE
0
EVERGREEN TREE
0
BUSH
X
WIRE FENCE
O
CHAIN LINK FENCE
T
UNDERGROUND TELEPHONE LINE
FO
UNDERGROUND FIBER OPTIC LINE
0
UNDERGROUND GAS LINE
E
UNDERGROUND ELECTRIC LINE
W
UNDERGROUND WATER LINE
SS
SANITARY SEWER LINE
_ =
STORM DRAIN LINE
OHW
OVERHEAD WIRES
U
UNIDENTIFIED LINE
UNKNOWN DESTINATION
CONCRETE SURFACE
DIP
DUCTILE IRON PIPE
PVC
POLYVINYL CHLORIDE PIPE
HDPE
HIGH -DENSITY POLYETHYLENE PIPE
RCP
REINFORCED CONCRETE PIPE
CMP
CORRUGATED METAL PIPE
CB
CATCH BASIN
TREE LEGEND:
10
AMERICAN HOLLY
iv
EASTERN RED CEDAR
LI
CREPE MYRTLE
MG
SOUTHERN MAGNOLIA
Po
EASTERN SYCAMORE
PT
LOBLOLLY PINE
QR
RED OAK
EXAMPLE:
10QR = 10" RED OAK
NOTES:
i�9��971��Z�IiZi[�lYi]:Zel��1�:7_1�1►1�7�1�9�I�[eZK�l�l�7��[�7�1,9�[����
PROJECT #: L20075
THE NOVUS
in mi
0 10 11 20 40
SCALE. 1 - 20, NORTH
LS P
227 WEST TRADE STREET SUITE 700
CHARLOTTE, NORTH CAROLINA 28202
TEL. [phone] FAX [phone]
WWW.LS3P.COM
MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS
COPYRIGHT 2021 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
THE NOVUS
REVISIONS:
I No. I Description I Date
PROJECT:
9512-172950
DATE:
02/07/2022
DRAWN BY:
Author
CHECKED BY:
Checker
EXISTING
CONDITIONS
PLAN
L20075
02.07.2022
C1.00
1 1 2 13 14 1 5
GMP

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GENERAL SERVICES
REAL ESTATE DIVISION
PIN 0821-08-88-5150
120 MORRIS ST.
/ \ \ CITY OF DURHAM OUT=388.66'
CITY OF DURHAM
/ \ \ CES
GENERAL SERVICES REAL ESTATE DIVERAL ISION
S ON
REAL ESTATE DIVISION RIM=392.16' PIN 0821-08-88-5150
\ SS \ \ PIN 0821-08-88-5150 INN =388.01'
N/F \ \ 120 MORRIS ST. ( ) 120 MORRIS ST.
CITY OF DURHAM N(W)=385.26'
GENERAL SERVICES \ \1S'R I OUT=385.51'
Cp OUT=385.16'
REAL ESTATE DIVISION \
/ PIN 0821-08-88-5150 \ SS \
/ 120 MORRIS ST. \
0- \ 4
0 S.S C� ° \ d cxo
o °
ao 'n
12JV \
C110 T 9i),
13TREE d 0
SS "RCP
E IM=39 .70'
d o o I \o UT73 .43'
WAG
° ° REMOVE PARKING SPACES CONCRETE TO BE REMOVED, TYP. WV WV
o I "RCP
WV
° ° SANITARY SEWER =
GV
TO REMAIN
° ° $ U � U� U U� U U U_ fl�i U � I � W U
° U b t♦ o I I A 24"RCP
d ° ° ° o �!'� �- n1 U ' ANTE N \
HIGH VOLTAGE ��PyK�
m ° • •,' �� J �i� / DUCTBANK ° d F-
G °@
° • • • • V - n1 �NQ v TRASH E o FO o ° o F TOC=389.86'
!/ z ^ o e �_" ° .".`. FO ° ° °O ° IN(NW)=384.16'
v BIN E ° ° ° FO o u ° IN(SW)=387.06'
�P ! / -•••- .'f:4S .-. F�'.° - :`':`•' ❑ ° E OUT=384.06'
d ° °° .•EIP•...•.�.�.�.�. .14TR6E.:.'•-:N�D� Y- •:-:•- F . . . SSA U °�� I OUT=NA.21'
o e ° . . . . . . . . . . _ _
•-•••-•-•-• 0 II ao ° RIM=391.15'
may( a (FILLED WITH DEBRIS)
�. d IN(NW)=374.70'
0 --~J • ° I ° o IN(S)=374.70'
° ° d F S e '.'.'.' .- - - REMOVE •. o I
° d A HALT °
° `•' •'-"•'• PA KING _._•- I� w OUT=374.60'
d - - - - - REMOVE
o ° / a .-.`.'.• HEDGEROW •.$IRE .% o �' U OLI I
RIM=390.84'
O
S� d Fp o pNe' PARK G •'�'-�•• ° ° ° IN(W)=386.74'
d °
�0 d . . • ���©• . • PAY CP •� r o i vl J[7 IN(SW=386.79'
-���. - TATIO 12"R a OUT=386.49'
12"RCP
P . • . • . - - . O BE REMOVED BY RIM=390.73' _ - - - ° 12"RCP
o ° / ° ° -. - THE CITY OF DURHAM OUT=388.64' o DEMOLISH STORM
° PARKING DIVISION TOC=390.93' /
/ OHP d i IN=386.93' INLET
° ° HIG OLTAGE Fo �. . - CONCRETE TO BE REMOVED, TYP. RIM=390.69' OUT=386.88' °
F ° - - IN=388.50' ❑ ° N/F
DUCTBANK REMOVE
6TREE- OUT=388.45 ° °€' 08L,
° ASPHAL I CITY OF DURHAM
° ° _ ` . ' . ` • ARKIN� n - n n TICKET � GENERAL SERVICES
° ° n BOOTH 4. ° HIGH VOLTAGE REAL ESTATE DIVISION
° / � e - • • c ° ° ° � w ° DUCTBANK PIN 0821-08-88-5150
REMOVE REMOVE n °
tl 0 120 MORRIS ST.
ASP LT
° / °° ° . ` PAY NG ° ,° PAR ING ° ° REMOVE
d
d STATION 22TREE ° ° ASPHALT °
d
10 PARKING ° \/
v c Q
° ° ° °° U)° o
° O ¢ ° d ° RIM=391.63' °
76-,, o
o 'y
A \ y
\ ON/
c
TOC=395.32'
011
OUT=391.97'
/ STAMPED °
CONCRETE
° e �O -•.L•.A.N-DS• C. Afl:PE1D2T-R•E-E.- --.•--. n° > °
° I N=389.08 Io.. . . . . . . . EMOVE O 8.98'
..._.S
1o2°
LIO o•-••- ° w
° ° U d
-AREA °
MORRIS ST.
20TREE A ° ° d ° 2FREf - R GA�EE ° IL VARIABLE WIDTH PUBLIC R/W
° d °d ° o ° ° ° ° MOTOR ° ° 0 w
- - _ - RIM=391.21' o
OUT=389.39' ° • - 12TREE a ° I
d d o
° d ° of
-•------•-•---•-- - ° ° ° ° d ° ° ° G G ° LIMITS OF DEMOLITION/
• • - • • • - • • • • • • • REMOVE II DISTURBANCE
ASPHAL
REMOVE m
PARKING ASPHALT a 1
°
PARKING 0 °
I I REMOVE w' ° N I
PLASTIC` REMOVE ° c�
• aIVTEf� • . • - - I I REMOVE PLANTE F = 4 SLATE wo
BENCH (TYP.) TILE j ° E 0 o
o(TYP. REMOVE / ¢ 3 12LI °
• - REMOVE >
PARKING RIM=391.18' SUPPORT ENTRANCE (TYP) REMOV ° ° °
PAY II IN=389.18' COLUMN (TYP.) SUPPORT
>
OUT=389.13'
' - STATION COLUMN (TYP.) BUILDING � n
•::::::::` OVERHANG o ° a
REMOVE w• CURB & GUTTER TO BE REMOVED
_0 BUI IN REMOVE SUPPORT
PLASTIC COLUMN
OVERHANG PLANTER (TYP.) I o ° ° w0
` (TYP.) I R EM E °°° °
i wV ° EMOVE 0 S'LATP °
ONC. • ' GATE ' -�- • TILE ° N
PLANTER !y fR REMOVE SENSOR p - o , MGF
S SS c GATE - •• - REMOVE ° 8
. • - MOTOR -o- SUPPORT R MOV BUILDING
° - • -a - • - - M. COLUMN (TYP. 810 C ST Y OVERHANG ° ° SS w RIM-392.03'
slo IN=375.22
SS TOC=393.00' ?49G PL SCREMOVE I I O ❑ ' ! OUT=375.12'
/ RIM=394.94' IN=389.30 ° MANNING PLACE
OUT=384.22' slo PLANTER
/ c OUT=389.20� • • �y . • - • - • - (TYP.) 0° ❑
BIKE \ • • • REMOVE SUPPORT
RACK SS \ ° X d �0 G E O UMN (TYP.) REMOVE d° � N VARIABLE WIDTH PUBLIC R/W
TRASH c �y° 13MG REMOVE IPf SLATE `� (P.B. 115, PG. 173)
VERTICAL :MOVE REMOVE TILE 3
BIN ��F o ° - _ PIPES T PLASTIC de
S F ,� REMOVE PLANTER
N/F 11 S /y ' . - . ` CONC. (TYP.) REMOVE
e
' 433 WEST MAIN, LLC BENCH c\ - • - WALL 1 REMOVE ASPHALT RIVE
D.B. 8806, PG. 563 X 7� • • f-'� GRATE
P.B. 75, PG, 4 -. p m N M
PIN 0821-08-87-0943 / \ \
433 W. MAIN ST. ° I U)
/ �HDPE
TELECO\N
/ \ CTBANK `\ [d° -- 7TREE °
TRASH c
I / BIN e S • ` n 3TREE
i
oy
1
e n d
HRC OF DURHAM, LLC ° ING SPAC c-=390.63' ` ° ° ° - - ° ° ° n a a . n 0 EE ° ° N; � CONCRETE TO BE REMOVED, TYP.
o °
D.B. 4323, PG. 657 d � � 87.98' OL•I'•- 0 N °j
°
P.B. 19, PG. 48 OUT= 8' • • • • REMOVE ° N/F
PIN 0821-08-87-0879 15°R \ 7EE
CONC. ° o o ° ° PENNY BOWLING, LLC
� TR
427 W. MAIN ST. WALL D.B. 7452, PG. 204
/ \ c ' . ` . - P.B. 26, PG. 7
° �S" REMOVE RIM=388.84' f, ° TELECOM
IN(E)=386.34' 1()LI_ . DUCTBANK PI108 MORRIS S 921
,=390.21' a ° SIGN IN(NW)=386.54' d e� 108 MORRIS ST.
/ RIM=391.98' PARKING \ S I 7.26O'_ - - - OUT=386.04'
/ OUT=389.23' _ PAY OUT=3 I\ o -SIGN• V)
l° d O N °
„RCP °
/ TOC=392.35' S \ REMOVE V ° ° ° G
IN=389.55' R M - WM
/ OUT=388.15' W. MAIN ST. ° �. / \ PAR G RIM-389.12' F1ED.R��.'.'. ` ❑
=386.42'
VARIABLE WIDTH PUBLIC R/W E ° 8A OUT.52' - 10lo
L% \ OUT °
�C \ 12"R ° REMOVEDHEDGES ,
BE
TOC=389.83TYP.
I / Nh ' - • - - °
\\ /y _ �� ° o ° I / BULLS FIELD, LLC IN=385.83N/F
OUT=385.73' \ - PUZZLE PIECE
/ D.B. 6901, PG. 559 ' \ . - - - _ - °
P.B. 83, PG. 61
REAL ESTATE, LLC
\ �\,� . ' . ` . WM D.B. 6867, PG. 815
/ PIN 0821-08-87-1847 TOC=389.50' \ cnl 11 - �dTREE • - • 3 C.P. 12, PG. 63
415 W. MAIN ST. IN=385.25' �G \ 5TREE . . m
OUT=385.15' n PIN 0821-08-87-4896.001
/ - \ �7S\ /y 6TREE TOT=390.11' \OUT=387.61' 101 MORRIS ST. UNIT A /Q I 1 / TRASH BIN � CA \ i �4TREE ZONING:
N
/ n LAND USE:
0� ` ` M 12"RCP
/ TOC=388.35' EXISTING STRUCT11PY �O� ~ M
URE TO BE
IN(N)=384.90' ° T2oTREE GV
IN(N)=385.00' CLEANED OUT AND OC=� TOC=389.70'
/ IN(NW)=384.28' EXISTING PIPE TO ° IN(N)=2r.64' ° 1oPv -3 W IN(N)=387.20'
/ OUT=384.23' BE REPLACED S� ° IN(SE) 85.54'
\ OI.dT-385.44' ��/. 0� OUT=387.10'
\ 34 ° ° E O U)389 0'
S ° �SS o TOC=388.23' ° - -
BENCH IN N/A WV
(TYP.) WV °� ' d °FILLED°WITI p ° ° o -4 12"RCP
TOC=388.27' ° \ °
OUT=384.07' DEBRIS) /°° °�`.. - a °°
15"RCP ° ° d ° ° ° o ° ° ° ° ° ° 1¢J"RC�- ° ° °° I
12"RCP
V ^ ° d D ° WV WV
- ° WV
wv I �° w ° ° w o _ � Tw a8°I�cP ° �° ° °
WV o ° 18"RQP W W. ° °
TOC=388.15' BRICK TO BE ° ° T °
a I WV °
IN=383.55' � I REMOVED, IN=383.83' ° ° d SS ° s ° o°
OUT=383.40' TYP. OUT=382.73' o ° ° ° ° o GV
cy o ° TOC=388.79' ° 0 8"DIP
° ° o ° S
° c ° ° IN=384.94' ° ° d o ° SS
15"RCP I 24"RCP ° ° ° '24"RCP ° , 8 �/p ° OUT=383.59' ° ° ° °
- ° ° ° °
e ° ° ° ° °p d e° J7 J J
TOC=388.19' \ ° Q 5 d a ° 18"RCP ° °
OUT=383.44' � ° ° ° ° ° ° ® RI o-369.0 ' °
- - - - - - oIN( )=375.69'4 d ° °
RIM=38 ° ° °OUl`=375.69'd
INV=381.09.09' �Q c ° o
d o ° ° °
RIM=388.39' 2g�° /
TOC=388.24' I \ IN(NE)=383.24'
I N (N)=382.19I N (N W)=383.69'
IN(E)=382.29' I IN(SE)=383.29' ° °
I N (W)=383.09' RIM=388.23' OUT=383.09'
TOC=388.45'
IN(S)=380.18'
OUT=382.09' IN(NW)=380.00' IN=383.50' Q //
OUT=383.40'
IN(SE)=380.08' S V
I OUT=379.95 0,
I
- RIM=389.54'
INV=377.84'
RIM=389.28'
IN=386.88'
OUT=386.78'
\
R (S)=37.12'IN-
\
DEMOLITION LEGEND:
SYMBOL
DESCRIPTION
REMOVE BUILDING
REMOVE ASPHALT
REMOVE BRICK WALKWAY
REMOVE CONCRETE
REMOVE RIPRAP
REMOVE VEGETATION
IIIIIIIIIIIIIIIIF w -
REMOVE WATER LINE
� SS
REMOVE SANITARY SEWER LINE
REMOVE STORM DRAINAGE
OHP
REMOVE OVERHEAD POWER
X
REMOVE FENCE
TP
TREE PROTECTION FENCE
LIMITS OF DISTURBANCE
x
COORDINATE LIGHT POLE REMOVAL
REMOVE TREE
REMOVE TREELINE
REMOVE CURB & GUTTER
REMOVE SIGN
NOTES:
1. SEE SHEET C0.10 FOR GENERAL AND DEMOLITION NOTES.
2. ALL UTILITIES LOCATED WITHIN PROJECT LIMITS ARE TO BE REMOVED AND
RELOCATED UNLESS OTHERWISE NOTED. COORDINATE WITH THE UTILITY
PROVIDER ON THE RELOCATION AND REMOVAL OF UTILITIES.
PROJECT #: L20075
THE NOVUS
0 10 20 40
SCALE: 1" = 20' NORTH
LS P
227 WEST TRADE STREET SUITE 700
CHARLOTTE, NORTH CAROLINA 28202
TEL. [phone] FAX [phone]
WWW.LS3P.COM
MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS
COPYRIGHT 2021 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
THE NOVUS
REVISIONS:
I No. I Description I Date I
PROJECT:
9512-172950
DATE:
02/07/2022
DRAWN BY:
Author
CHECKED BY:
Checker
DEMOLITION
PLAN
L20075
02.07.2022
C2.00
J
2
T
3
4
4i
GMP

LINETYPE LEGEND:
SYMBOL DESCRIPTION
LIMITS OF DISTURBANCE
PROPERTY LINE
EASEMENT
SETBACK
Bz RIPARIAN BUFFER (50')
TP TREE PROTECTION FENCE
■mmmmmmmmmmmmmmm■ ACCESSIBLE ROUTE
E
SITE LEGEND:
SYMBOL DESCRIPTION
PROPOSED BUILDING
HEAVY DUTY ASPHALT
LIGHT DUTY ASPHALT
HEAVY DUTY CONCRETE
LIGHT DUTY CONCRETE
TRUNCATED DOME PAVING
I I
TRANSITION CURBS AT RAMPS
LL
GRASSPAVE
RIVER ROCK
LANDSCAPE BUFFER
TREE SAVE AREA
WETLAND
PA
PLANTING AREA
NOTES:
1. SEE SHEET L0.10 FOR GENERAL AND SITE NOTES.
2. REFERENCE ARCHITECTURAL GROUND FLOOR PLAN SHEET AR-101 FOR
FRONTAGE TYPE AND BUILDING PLACEMENT CALCULATIONS.
C
E
a
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N
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PROJECT #: L200751
THE NOVUS
7m�� 0
0 10 20 40
SCALE: 1" = 20' NORTH
227 WEST TRADE STREET SUITE 700
CHARLOTTE, NORTH CAROLINA 28202
TEL. [phone] FAX [phone]
WWW.LS3P.COM
MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS
COPYRIGHT 2021 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
THE NOVUS
REVISIONS:
No. I Description Date
PROJECT:
9512-172950
DATE:
02/07/2022
DRAWN BY:
Author
CHECKED BY:
Checker
SITE PLAN
L20075
02.07.2022
C3.00
GMP

BROOM FINISH CONCRETE EDGE OF WALK AND OR
SURFACE AREA INSIDE OF SMOOTH FACE OF BUILDING / EQUAL SPACING
TOOLED EDGE TO CREATE PICTURE A OR AS DETAILED BROOM FINISH CONCRETE U
FRAME EFFECT 1/2" EXPANSION JOINT - ON SITE PLANS SURFACE AREA INSIDE OF SMOOTH
TOOLED EDGE TO CREATE PICTURE
WHEN ABUTTING BUILDING, FRAME EFFECT
RETAINING WALL OR
OTHER STRUCTURE HEAVY DUTY DRIVEWAY
ROOM
0 III "- 1/2" EXPANSION JOINT - SURFF CEISH AIREACNSIDE OF A
3: �- A A �- ~ 1 2" EXPANSION JOINT
D �- z � TOOLED EDGE TO CREATE .� /
5' MAX. 5' MAX. z - z 30' MAXIMUM DISTANCE Iz z z
O _ _ WHEN ABUTTING CONC.
BETWEEN EXPANSION PICTURE FRAME EFFECT - - - - --- -
O o 0 0 0 o DRIVEWAY
J z I JOINTS LENGTHWISE
�T� a J o J UNLESS SHOWN OTHERWISE
RIGID STRUC URE o a z c� o N Iz z z ' IzI z
- z ¢ z w w - _ _ PROJECT #: L20075
a ° ° a z z
cn a _ J O O O cn O O
p z z z
° t° a EXPANSION JOINT a O o ` _ Q p 1
z ° z Q z a z o w o
z nQ -" c0 1 /2„ TRAVERSE o °0 ° ° o° e c� a J U U o 0 �I
a N a w a CONTROL JOINT I O Izol o 0 0l zo
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J , °.Z Z < ° °_ Z° �. Z W H J N (N O O iOl N
a a (SEE NOTE 3) a o -" e a vwi °a e a a N ~ a aI � W za
z a a
a ° ° A a° A e° . B Q B d°° ° a ° v zo o B B o a Ixl o 0 0� x
W ZO d.. d a ° ZO UJ
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IR
e I ° w ° a ° U a ° NH THE NOVUS
N ° ° ° _ i,
` EXPANSION JOINT ° ° Z EXPANSION JOINT
-; CURB AND
x GUTTER SEE
o w Q o EXPANSION JOINT w
Of
z w N CONTINUOUS DETAIL SEE
U �Iw oBETWEEN CONC. SUB
a o o � PAVER BAND(S) ;PA-IIIIIIIIIJ SLAB AND CURB)
CURB AND GUTTER 1/2" EXPANSION JOINT -
D SEE DETAIL 402.01 30' MAXIMUM DISTANCE BETWEEN__/ U
EXPANSION JOINTS LENGTHWISE
CONTINUOUS PAVER BAND(S) UNLESS SHOWN OTHERWISE
SIDEWALK abutting CURB RIGID STRUCTURE EXPANSION JOINT (BETWEEN 1 1/2" SETTING BED MATERIAL 3" 3"
CONC. SUB SLAB AND CURB)
6" THICK 4,000 PSI, CONCRETE SLAB 5'-0" MIN. '-0" MIN.
PLACE ONE SECTION A J PLACE ONE SECTION
CURB AND GUTTER 1/2" EXPANSION JOINT - WHEN '4 a ° a OF 6" THICK CONC. SIDEWALK OF 6" THICK CONC. SIDEWALK
ABUTTING BUILDING, RETAINING WALL ° a ° ADJACENT TO THE DRIVE ADJACENT TO THE DRIVE
SEE DETAIL 402.01 2% MAX. OR OTHER STRUCTURE °
ADJACENT ASPHALT
(SEE SITE PLANS) ROADWAY a 3/8" CONTROL JOINT WITH
a.
a Q'' " ;�', ° V1/2" EXPANSION JOINT JOINT FILLER (1/3 THE EXPANSION JOINT (BETWEEN
e4 Ir 4 ° DEPTH OF THE CONCRETE) CONC. SUB SLAB AND CURB)
1/2" EXPANSION JOINT - - _ - - - - -
a • III-III-III=1T 1-1 SECTION A A SECTION B B CONCRETE DRIVEWAY APRON VARIES - SEE PLANS FOR LENGTH
a ° ° ° • ° - " - "- - -I I SEE DETAIL 404.02 AND SCORING PATTERN
CONCRETE THICK PSI CURB & GUTTER (�� d° ° ° °° _ _ •- J 1 I I-
E 2% MAX. F �J d n^ - _ �11-- COMPACTED SUBGRADE ° EXPANSION JOINT CONTROL JOINT CURB AND GUTTER AX 6" THICK
o N 4 PAVEMENT ° O O �J O _ = I ° o SEE DETAIL 402.01 2% M CONCRETE SLAB
o • a
/, ° D ALT °
\�\�\i\i\�\�\i��r - - -III-1 1-1-1 1=1TI=1TI=1TI=1 1=1
� SEE SITE PLANS FOR DIMENSION °
BROOM FINISH CONCRETE L; ADJACENT ASPH
° -"'- I- -"' SURFACE AREA INSIDE OF ROADWAY ° •
\�\\ \\\\\\\\\\\\\\i��' E �1 1 2" 1 1 2"� a °a
SMOOTH TOOLED EDGE TO / / c_ 4e
a c CREATE PICTURE FRAME EFFECT d° m
o COMPACTED SUBGRADE c c a °
n TO A DENSITY OF NO Q ° - -
LESS THAN 100% ° ° ° o a °
NOTES o °° d ° O J COMPACTED I I I=1
3 ° ° ° O <. O SUBGRADE
SECTION D-D 3 D �_A_TURN
3 1. All concrete is to be minimum 3,000 psi at 28 days, unless otherwise noted on 3 the plans. SECTION C-C DOWN EDGE
2. Pedestrian/Light Traffic brick shall conform to ASTM C902-95. Minimum N SECTION A -A
compressive strength 8,000 psi. Maximum cold water absorption 8%. Maximum
D w w abrasion index 0.11. Brick dimensions and pattern to match existing brick w
SEE SHEET 3 (THIS DETAIL) pavers at the site. W
FOR SECTION A -A, B-B AND NOTES 3. Bedding sand should be washed free from deleterious or foreign materials, well
0 U graded, angular, concrete sand conforming to ASTM C33. Spaces between brick o NOTES NOTES
pavers shall be filled with washed jointing sand with cement or polymer sand per 1. All concrete is to be minimum 3,000 psi at 28 days, unless otherwise noted on 0
Q Q ASTM C144. Q the plans. z 1. All concrete is to be minimum 3,000 psi at 28 days, unless otherwise noted on
a Q the plans.
Q Dept, of Public Works Voice [phone] Q Dept. of Public Works Voice 919 560-4326 a Dept. of Public Works Voice [phone] a
101 City Hall Plaza CITY OF DURHAM, NC P CITY OF DURHAM NC ` ' a P CITY OF DURHAM NC a Dept. of Public Works Voice [phone]
101 City Hall Plaza I � 101 City Hall Plaza CITY O F DURHAM N C
v Durham, INC 27701 USE WITH THE STANDARD SPECIFICATIONS ONLY www.durhamnc.gov ID 101 City Hall Plaza
o Durham, NC 27701 USE WITH THE STANDARD SPECIFICATIONS ONLY www.durhamnc.gov a Durham, INC 27701 USE WITH THE STANDARD SPECIFICATIONS ONLY www.durhamnc.gov
-0 0 Durham, NC 27701 USE WITH THE STANDARD SPECIFICATIONS ONLY www.durhamnc.gov
> SCALE: DETAIL# SCALE: DETAIL#
CONCRETE SCALE: DETAIL#
a Not to Scale 402.02 Not to Scale 406.04 Not to Scale 406.03 o HEAVY DUTY CONCRETE WALKWAY AT SCALE: DETAIL#
CONC WALKWAY W PAVER BAND AT CONCRETE WALKWAY JOINTING &FINISH Not to Scale 406.02
CITY OF REVISION DATE: SHEET# CITY OF 0
DURHAM SIDEWALKS 06/2017 2of3 DURHAM CURB DOWNTOWN STREETSCAPE DETAILS REVISION DATE: SHEET# CITYOF REVISION DATE: SHEET# CITY OF CONCRETE DRIVEWAY APRONS DOWNTOWN
06/2017 1 of, DURHAM DOWNTOWN STREETSCAPE DETAILS 06/2017 1 of, DURHAM REVISION DATE: SHEET#
0
STREETSCAPE DETAILS ob/2o17 1 of 1
CONCRETE SIDEWALKS 2 CONCRETE WALKWAY W/ PAVER BAND 3 JOINT IN CONCRETE SIDEWALK 4 DRIVEWAY FOR CURB & GUTTER (COMMERTIAL)
227 WEST TRADE STREET SUITE 700
CHARLOTTE, NORTH CAROLINA 28202
TEL. [phone] FAX [phone]
WWW.LS3P.COM
12"L CURB AND GUTTER
SEE DETAIL 402.01 CONCRETE HANDICAP RAMP
00 C C (D C B IN BRICK PAVER SIDEWALK ISOMETRIC VIEW
C 4,000 PSI AIR -ENTRAINED PROPOSED OR FUTURE C� PAY LIMITS FOR CURB RAMP
CONCRETE SLAB, FINISH VARIES, EXPANSION SIDEWALK (5' STD.)
REFER TO MATERIALS AND C ® C C C BASE DIAMETER g"L JOINT
FURNISHINGS SCHEDULE 0.9"R TO 1.40"R RAMP FLARE TRANSITION LINE Q`
N ( ' {00� C 0O O o
WELDED WIRE MESH TOP DIAMETER ��. REFER TO SITE PLANS FOR PAVERS
O C © C C OF NO LESS THAN 50% A Q� TYPE, COLOR AND PATTERN A
#4 REBAR, 12" O.C. EACH WAY TO NO MORE THAN 65% C C C C
© Q OF THE BASE DIAMETER O O C 8" H.D. CONC. HANDICAP RAMPJ f 4'x4' LANDING
Z � o°o°o°o°o° 6' MIN.. / `.
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a a a a 0.65" MIN. o v� o"��" • X. ; EXPANSION JOINT �`�
6' �� � N . • °00000 I (SEECNOTTEE1) ARNING DOMES I
a a Qa 1.6' TO 2.4' 4' MIN.
0 SPA CLEAR
a a a 11 FALL WICE TH NT
a a 1 I �•'` _ 10:1 EXPANSION JOINT
12"H 12 1/4"H CROSSWALK o y EDGE OF WALK AND/OR FACE MAX.
6" OD OD OD OD OD OD ODODO 95% COMPACTED AGGREGATE I OF BUILDING y .,•+
o o o 0 0 0 o BASE COURSE I
RAMP FLARE TRANSITION LINE cpo l�j�
®� 0 0 0000 REFER TO SITE PLANS FOR PAVER sti9��r sT
® O ® O O O EXPANSION I TYPE, COLOR AND PATTERN
0 O 0 0 0 O
O JOINT pl-EDGE OF WALK BACKED WITH �1''•. P
O O O 8%8" CONCRETE OR MORTAR
COMPACTED OR UNDISTURBED O 4' MINIMUM RAMP WIDTH B
SUBGRADE PER GEOTECHNICAL
ENGINEER'S REPORT SEE NOTE 1 6' MIN. CURB TRANSITION 4' MIN. DROP CURB 6' MIN. CURB TRANSITION MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS
4' MINIMUM RAMP WIDTH J 0 0 9. 0 0 0 0 0 0 0 0 O 0 � 0 00 00 00 00 VARIABLE SIDE TOP OF CURB
0? 0 00 00000000000000000
EXPANSION SLOPES, NOT TO FACE
SEE NOTE 1 0 0 0 0 0 0 0 0 0 00 0 00 00 00 COPYRIGHT 2021 ALL RIGHTS RESERVED
J OO OO O 00 O O 00 O O OO OO OO O o0 00 00 00 00 JOINT BACK OF S/W EXCEED 12:1 5' MIN. CURB TRANSITION 4' MIN. DROP CURB 5' MIN. CURB TRANSITION PRINTED OR ELECTRONIC DRAWINGS AND
00 00 Q a a a 0 0 00 00 00 00 00 00 00 00 00 00 00 00 Z 00 0000(000000000000000000
_' VARIABLE SIDE DOCUMENTATION MAY NOT BE REPRODUCED
Oc 0 0 0 Q 0 0 a a 00 00 00 a a 00 0 0 0 0 w o 0000(a000(000000000000000000 EXPANSION SLOPES, NOT TO
00 00 O O O O 00 OO OO 00 OO OO OO 00 00 00 00 z 0 OO OO o0 OO 00 00 O 00 OO OO OO 00 00 00 00 00 00 00 Oo ee"--"-`-----"`-- JOINT SIDEWALK ELEVATION EXCEED 10:1 IN ANY FORM WITHOUT WRITTEN PERMISSION
z F OO OO OO �i �i �i �i �i �i OO 00 OO Oo Oo OO 00 OO OO OO 0 0 00 00 00 00 0i 00 0i 0i 00 0i 0 00 00 00 00 00 00 00 00 00 00 TOP OF CURB DETECTABLE GUTTER LINE FROM LS3P ASSOCIATES LTD.
N OOOOOCOOOOOOOOOOOOOOOOOOOOOOOOOOO00000000
Jo 00a00a0a000000000000000000000000 N WARNING DOMES
Z o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 °O°°�O°�0����0000000000o CURB ELEVATION B-B °
e888$ge00000000 0
OOOOOOCGo00O0O000000000000000000000000000000 ee
�j w 000 oa 0 00 0 000000 0000 0 OO OO OO OO O 00 OO 00 00 OO �i �i 00 OO OO 00 OO 00 OO OO OO OO OO OO OO TOP OF CURB DETECTABLE GUTTER LI N E
04 N 0 00 0 0 0 Do 0 0 00 aO OO 00 0i 0000 0 0 ° ° 8" HEAVY DUTY CONCRETE HANDICAP RAMP WARNING DOMES THE N OV U S
E OO OO O O O O O O O OO OO OO OO OO OO OO OO OO OO OO CLAY OR P ° CURB (RAMP DOWN TOWARD STREET) SECTION A -A
0 Q0 00 0 0 0 00 00 00 00 0 0 00 00 0 Q0 00 00 0 0 1" 8" I' & GUTTER DISTANCE VARIES (1:12 MAX. SLOPE) SIDEWALK
CONCRETE BRICKS 6" MAX. SIDE MAX. RAMP RAMP TO PAVER 0 PAVEMENT & GUTTTER UTILITY
SECTION DETAILS T SIDEWALK (5' STD.) REVISIONS:
UE HEAVY DUTY CONCRETE PAVING CONCRETE BLOCKS 0.5% DROP FLARE SLOPE 12: 1 FIELD TRANSITION
MINIMUM (36) BRICKS c CURB (WIDTH &SLOPE VARIES)
SLOPE 12:1 •.
OF SIZE 2% MAX. 6'
B 5 MINIMUM (8) BLOCKS o FLUSH ° I• FLARE AMP MAX. RAMP SLOPE 12:1 No. Description Date
OF SIZE 4"W x 8% x 2 1 /4"FI Q TRANSITION-� ° c
a 0 DROP SLOPE 10:1 MA MAX.
° a `a ° a ° ° o CURB
SEE NOTE SEE NOTE ° 1 2"W x 1 2"L x 2"H _
• • a _ ---a - a--�I io a - ,
_ III-�
3 O EDGE OF WALK --- ---
ASPHALT PAVING SCHEDULE 2 3 3 NOTES .• ° O a� - = r_ �' WITH "x --
Al EXPANSION -1 I� BACKED W 8 8
° 4'x4' LANDING. 2'-0" CONCRETE OR MORTAR O EXPANSION
E Type Description (FINAL LIFT) A2 B C SEE NOTE 9 DETECTABLE JOPINT EXPANSION JOINT O JOPINT
E (S9.5B) (S9.56) (119.0B) (ABC) 1. Detectable warning domes will cover 2'-0" length and full width of the ramp L
c DETAIL 405.20 WARNING DOMES SECTION A -A COMPACTED SUBGRADE � 2 -0
� floor as shown On the details. w (NOTE 1) c DETECTABLE
AP1 ROADWAY DUTY -- 1.5" 4" 10" 2. Detectable warning domes shall be federal yellow in color. NOTES MIN. 4'x4' LANDING. 4'x4' LANDING WARNING DOMES SECTION B-B 4'x4' LANDING
Li
3. Portland cement / sand mix 50% by weight sand. Install as dry mix. Hand tamp 1. Detectable warning domes will cover 2'-0" length and full width of the ram
N AP2 PARKING STANDARD DUTY 1.5" 1.5" -- 6" C for compaction and level before setting bricks. o g g p -
where it is flush with the pavement.
4. Bricks should be butted as close together as allows. Sweep portland cement / U C NOTES:
AP3 PARKING HEAVY DUTY 1.5" 1.5" 2.5" 8" z Q 2. A portion of the ramp may extend outside the return. C
a sand mix into remaining cracks. - ° 1. Detectable warning domes will cover 2'-0" length and full width of the ramp
AP4 ASPHALT PATCH FULL DEPTH -- 1.5" 6" 0" a Q Dept. of Public Works Voice [phone] U
( ) a Dept. of Public Works Voice (919 560-4326 T CITY OF DURHAM NC a where It IS flush with the pavement.
P CITY OF DURHAM NC ' 101 City Hall Plaza ,
D 101 City Hall Plaza I a
o Durham, NC 27701 USE WITH THE STANDARD SPECIFICATIONS ONLY www.durhamnc.gov a Dept. of Public Works Voice [phone]
3 NOTE: Durham, NC 27701 USE WITH THE STANDARD SPECIFICATIONS ONLY www.durhamnc.gov a> CITY OF DURHAM NC
0 101 City Hall Plaza /
SCALE: DETAIL#
o SCALE: DETAIL# ° o Durham, INC 27701 USE WITH THE STANDARD SPECIFICATIONS ONLY www.durhamnc.gov
CURB ACCESS FOR Not to Scale 406.01
1. WHERE EXISTING ASPHALT MEETS NEW ASPHALT, SAW CUT EXISTING ASPHALT TO PROVIDE A CLEAN EDGE. DETECTABLE Not to Scale 405.09 _2
2. FINAL LIFT OF ASPHALT IN PARKING LOT BY OTHERS (N.I.C.) a CITY OF SCALE: DETAIL#
°) REVISION DATE: SHEET# DURHAM DOWNTOWN STREETSCAPE DETAILS REVISION DATE: SHEET# _ SINGLE CURB RAMP PROJECT: 9512-172950
� 0 3. CONTRACTOR SHALL INSTALL FINAL LIFT OF ASPHALT (A2) FOR ROADWAY CONSTRUCTION ° DURHAM WARNING DOMES 3/2021 1 of 2 0 06/2017 1 of 1 � Not to Scale 405.03
w U)1� I CITY OF DURHAM WITH PROPOSED CURB & GUTTER REVISION DATE:
1Hof2
° DATE: 02/07/2022
Z rn DRAWN BY: Author
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CHECKED BY: Checker
� FINISH COURSE ASPHALT (Al)
y N FINISH COURSE ASPHALT(A2) DETECTABLE WARNING DOMES CURB ACCESS SINGLE CURB RAMP
0 7 8 9
BASE COURSE ASPHALT
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J� C3090
W U,
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VEHICULAR ASPHALT PAVEMENT
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SCHEDULE FOR FINISH AND COLOR
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4" TYP.
VARIES
REFER TO
GRADING PLAN
ADJACENT PAVING
SECTION
CONCRETE SEAT WALL
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF U.S.
OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF U.S. FOUNDRY & MANUF
CORP. RESERVES THE RIGHT TO MAKE MODIFICATIONS TO DESIGN WITHOUT PRK
AND DIMENSIONS ARE PROVIDED FOR REFERENCE ONLY 0 US FOUNDRY AN
TREE GRATE
CONTINUOUS WATER PROOFING
8" CMU FILLED SOLID WITH GROUT
10" CMU FILLED SOLID WITH GROUT
4" DIA. PERFORATED FOUNDATION
DRAIN PIPE WITH FABRIC SLEEVE,
SEE CIVIL DRAWINGS FOR
CONNECTION TO APPROVED
DRAINAGE STRUCTURE
REINFORCED CONCRETE FOOTING
PER STRUCTURAL ENGINEER
95% COMPACTED AGGREGATE
BASE COURSE
COMPACTED OR UNDISTURBED
SUBGRADE PER GEOTECHNICAL
ENGINEER'S REPORT
36" �1 X2 rr
J_I U y -3
-279/16'-
S.SR_ FLAT HD.
CAP SCR.
DuMor inc
CAST LEG
17"
14 5/8'
17 1/16-
- 9/16' 0
HOLES
STL PIPE
( 1 1/1V O.D. )
_ 73' ( 58-60 )
97' ( 58-80 )
NOTE: BENCH SHALL BE POWDER COATED BLACK.
NOTES
LENGTH OPTIONS
1.) ALL STL. MEMBERS COATED W/ ZINC RICH EPDXY THEN FINISHED
W/ POLYESTER POWDER COATING.
2.) 1/2" X 3 3/4" EXPANSION ANCHOR BOLTS PROVIDED.
❑ 6' BENCH
❑ 8' BENCH
3.) CUSTOM LETTERING AVAILABLE FOR RECESSED SIDE PANELS
( TOTAL OF 37 SPACES )
❑ CUSTOM LETTERING ( 37 SPACES )
�-
■-_
D Li M O (-� Inc.
BENCH
DATE DRAWN : 3/22/94
REV.
D
DRAWING
NUMBER
58 SERIES
1SHEET
0 2
DRAWN BY : AH
DATE RIV.: 11/21/99
REV. BY : JSB
SITE BENCH
8351 NW 93rd Street
Medley, FL, 33166-2025
VU,
ph: 1-800-432-9709
fax: [phone]
www.usfoundry.com
N EAGLE MANUFACTURING COMPANY © 2017 All Rights Reserved
USF 9521-S Tree Grate
ADA Compliant
LOAD CLASSIFICATION: Light Duty
MATERIAL: Gray Cast Iron ASTM A-48 Class 35B
ITEM: BAAN # DRAWING
TreeGrate 8070226 DATE 7/19/2017
DRAWN BY
AB
0 rArF
r a complete product offerina Dlease visit us at www.usfoundrv.com
NYA 'A
North Yorkshire Aluminum Pole 1i0L0PHAM°
POLE GUIDE
xx -xx
-� 17"
POLE HEIGHT RANGE (For 17" diameter base)
�111. 14' 8'to16' Vto16'
8'to14'
10'to16' 8'toW 10'to16' 9',11'13'&14' 8'to30'
8'to30'
xx -xx
- I--� zo" fA
3
POLE HEIGHT RANGE (For20" diameter base)
I
"'oW Tto16' 1 8'to14'
10'toi6'
Vto14' 10'to16' 9',1113114'
1
9"
8" 7"
8"-11"
ill.10"-7"
10"-9"
Actua]height for FTJ
13"
12"-7„
12„-11„
14"
14"-1"
14"-5"
%4CUityBrandS. Holophane 1 3825 Columbus Rd., Granville, OH 43023 1 Phone: 866-HOLOPHANE 1 www.holophane.com NYA
02011-2021Acuity Brands Lighting, Inc. All rights reserved. Rev.10/13/21 Specifications subject to change without notice. Page 5of
VALMONT 16-FLUTEED POLE W/ HUNTINGTON BASE
n
0
I
nT
EQ. EQ.
1 2" SQ. HSS TUBE RAIL,
4' THICKNESS, TYP.
SLOPE TO MATCH STAIRS
PROVIDE INTERMEDIATE
1 Z" SQ. VERTICAL HSS
POST, 4' THICKNESS,
I 2'-10"
ADJACENT
POST/RAIL MATERIAL VARIES
CONNECTION 1
A
E.Q. E.Q. F-
1 2' SQ. VERTICAL -
HSS POST, 4'
THICKNESS, TYP.
2'-10"
i
2 1/4" SQ. STEEL COVER L J
PLATE TOP AND BOTTOM, 1'ol
EDGES TO HAVE 3/16 6
RADII MIN. POWDERCOAT _ - i C.I.P. CONCRETE
FINISH TO MATCH C3.91 STAIRS TYP.
HANDRAILS, SEE NOTES
I /
BORE HOLE INTO CONCRETE NOTES:
TO RECEIVE RAILING AND
SLEEVE, SET WITH ROCKTITE 1. SUBMIT SHOP DRAWINGS FOR ALL HANDRAILS TO L.A. FOR REVIEW AND APPROVAL.
HYDRAULIC CEMENT. 2. INTERMEDIATE POST MUST BE CENTERED ON STAIR TREAD.
CENTER POST IN SLEEVE 1 „ 3.,
L J 3. ALL HSS TUBE TO BE 1 z SQUARE WITH A 16 RADIUS ON ALL EDGES MINIMUM.
4. ANGLED JOINT CUT, WELDED AND GROUND SMOOTH.
4. ALL RAIL MEMBERS TO BE STEEL, AND RECEIVE ONE COAT OF POWDERCOAT PRIMER
AND 2 COATS POWDERCOAT PAINT (UV, CHIP, AND FLAKE RESISTANT).
5. SUBMIT POWDERCOAT COLOR SAMPLES TO L.A. FOR REVIEW AND APPROVAL. COLOR
TO MATCH GUARDRAILS.
HANDRAIL AT STAIRS
LATCHING
DENCE
O
10' 0
OPENING
28" 0
4 1/4' O.D. 3/8" THK.
X 3/4' THK. STL PLATE
CASTING
1/4' THK. STL PLATE W/ J
1/4" X 2" 11/16' 0 ANCHOR HOLE
STI.. BAR (3 PIACES )
NOTE: RECEPTACLE SHALL BE POWDER COATED BLACK.
NOTES:
1.) ALL STL. MEMBERS COATED W/ ZINC RICH EPDXY THEN FINISHED
W/ POLYESTER POWDER COATING.
2.) 1/2" X 3 3/4" EXPANSION ANCHOR BOLTS PROVIDED.
3.) SIDE OF RECEPTACLE HINGES OPEN FOR REMOVAL OF LINER.
4.) LATCH PROVIDED W/ KEY, USE OF KEY OPTIONAL.
5.) RECEPTACLE FULLY ASSEMBLED AT FACTORY.
DATE DRAWN : 02,11/97 REV. DRAWING
RECEPTACLE DA�REv : 8/7 17 NUMBER 102-32-FTO iSHEET
OF 2
DuMor, inc. REV. BY:JSB
Me,,-zF-,
'u
RECEPTACLE
II \
II \ \ \
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III -III -III -III -III -III -III -III -III-- \ \ ••�••': � �
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NOTES
1. RISER AND TREAD QUANTITIES VARY. REFER TO GRADING PLAN.
2. PROVIDE PHYSICAL SAMPLE OF STAIR. REFER TO SPECIFICATIONS FOR
MORE DETAILED REQUIREMENTS.
CIP CONCRETE STAIRS
Du M o r, inc.
10 GA. STL.
SPINNING SURFACE
MOUNT (ONLY)
16 1/2"
FRONT VIEW
NOT TO SCALE
HANDRAIL
--AIR NOSING
ENLARGEMENT DETAIL
1/2" EXPANSION JOINT, TYP.
PAVING VARIES, SEE PLANS
95% COMPACTED AGGREGATE
BASE COURSE
COMPACTED OR UNDISTURBED
SUBGRADE PER GEOTECHNICAL
ENGINEER'S REPORT
�- REINFORCED CONCRETE FOOTING
PER STRUCTURAL ENGINEER
DU MOR, INC.
15 INDUSTRIAL CIRCLE, P.O. BOX 142
MIFFLINTOWN, PA 17059-0142
TOLL FREE: 1-800-598-4018
PHONE: [phone]
FAX: [phone]
www.dumor.com
2 3/8" O.D. X 11 GA.
GALV. STL. PIPE
lV
M
5/8" X 1 1/2" S.STL. FLT
SKT HD CAP SCREW
3/8" X 6" DIA. STL. PLATE
4 1/2" DIA.
Ifs ANCHOR CIRCLE
6" 0
81/8" 0
❑S-2 SURFACE MOUNT
NOT TO SCALE
BIKE RACK
7/16" DIA. HOLES
FOR 3/8" REBAR • N
(BYINSTALLER)
N
4 1/2" DIA.
ANCHOR CIRCLE
12" DIA 6" DIA.
❑S-1 EMBEDMENT ❑S-4 SUBFLOOR ISOMETRIC VIEW
NOT TO SCALE NOT TO SCALE NOT TO SCALE
(SELECT DESIRED FINISH OPTION
❑GALV. FINISH.
[]COATED W/ ZINC RICH EPDXY THEN FINISHED W/ POLYESTER POWDER COATING.
NOTES:
1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.
2. DO NOT SCALE DRAWINGS.
3. 1/2" X 3 3/4" EXPANSION ANCHOR BOLTS PROVIDED FOR OPTION S-2 & S-4.
4. CONTRACTOR'S NOTE: FOR PRODUCT AND PURCHASING INFORMATION VISIT www.CADdetails.com/info
REFERENCE NUMBER 017-410.
BIKE RACK
MEMPHIS TEARDROP LUMINAIRE ON
THE ATLANTA CROSS -ARM,
MOUNTED ON THE NORTH
YORKSHIRE POLE BY HOLOPHANE
(REF. UDO SEC. 6.12.2.A.7)
BASE PLATE PER MANUF.
*NOTE: INSTALL LIGHT PER DURHAM
STANDARD AND SPECIFICATIONS
MAX. HEIGHT =
30.0 FT FOR PARKING LOT LIGHTING
15.0 FT FOR PEDESTRIAN LIGHTING
MAXIMUM HEIGHT MEASURED FROM
FINISHED GRADE TO TOP OF FIXTURE.
ANCHOR BOLTS CAST INTO
CONC. FOOTING PER MANUF.
RECOMMENDATIONS
QA2015\C15051 - Fed Ex Sumitomo Site\DWGS\1 - Design\Xref1LIGHT.jpg
1. MEASURES SHALL BE PROVIDED TO PREVENT LIGHT SPILLOVER ONTO
ADJACENT PROPERTIES AND GLARE TOWARD MOTOR VEHICLE
OPERATORS. EXTERIOR LIGHTS SHALL BE SHIELDED SO THAT THEY DO
NOT CAST DIRECT LIGHT BEYOND THE PROPERTY LINE IN ACCORDANCE
WITH THE CITY OF DURHAM STANDARDS.
2. THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY LINE
ADJACENT TO RESIDENTIAL ZONING IS 0.5 FOOT CANDLES.
3. THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY LINE
ADJACENT TO NONRESIDENTIAL ZONING IS 5.0 FOOT CANDLES.
4. THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY LINE
ADJACENT TO A STREET IS 5.0 FOOT CANDLES.
5. THE MAXIMUM HEIGHT FOR DIRECTIONAL LIGHTING FIXTURES, WHICH
ARE DEFINED AS FIXTURES DESIGNED TO INSURE THAT NO LIGHT IS
EMITTED ABOVE A HORIZONTAL LINE PARALLEL TO THE GROUND, SHALL
BE 30 FEET.
6. CONTRACTOR WILL PROVIDE ELECTRICAL LOAD CALCULATIONS FOR
REQUIRED LIGHTING POWER SERVICE.
7. CONTRACTOR TO COORDINATE WITH DUKE POWER FOR LIGHT SERVICE AND
TO COORDINATE WITH OWNER FOR FINAL METER LOCATION.
8. THE LEVEL OF ILLUMINATION AS MEASURED IN FOOT CANDLES AT ANY ONE
POINT SHALL MEET THE STANDARDS IN THE TABLE IN UDO SECTION 7.4.3.A
WITH MINIMUM AND MAXIMUM LEVELS MEASURED ON THE PAVEMENT WITH
IN THE LIGHTED AREA.
9. THE MAXIMUM HEIGHT FOR NON -DIRECTIONAL LIGHTING FIXTURES, WHICH
ARE DEFINED AS FIXTURES DESIGNED TO ALLOW LIGHT TO BE EMITTED
ABOVE A HORIZONTAL LINE PARALLEL TO THE GROUND, SHALL BE 15 FEET
ABOVE GRADE. THIS MUST BE VERIFIED BY FIELD SURVEY (BY USE OF
PHOTOMETRIC SURVEY) PRIOR TO THE CERTIFICATE OF COMPLIANCE BEING
ISSUED. ALL OF THIS INFORMATION, INCLUDING DETAILS, WILL BE REQUIRED
ON BUILDING PLANS PRIOR TO ISSUANCE OF BUILDING PERMIT.
10. LIGHTING IN BICYCLE PARKING FACILITIES SHALL BE PROVIDED EQUIVALENT
TO THAT OF VEHICULAR PARKING FACILITIES.
LIGHTING POLE PER DURHAM DESIGN MANUAL
MSPL2
Memphis® Teardrop Pedestrian Roadway LED Pendant
MARK APPROPRIATE BOX FOR TRIM OPTIONS
TEARDROP GLASS
Optic Options 4 and 5
SHALLOW GLASS
Optic Options 6 and 7
SKIRT DIMENSIONS
STANDARD SHALLOW SKIRT DEEP SKIRT
I-02'-1
❑ Skirt Options Skirt Options
SS IDS
A
HOLOPR '
LEADERINLIGHiMGSOLUT 5
S�CU%�]/BrandS. Holophane 13825 Columbus Rd., Granville, OR 43023 I Phone:866-HOLOPHANE I www.holophane.com MSPL2
©2018-2021Acuity Brands Lighting, Inc. All rights reserved. Rev.04/16/21 Specifications are subject to change without notice. Page 4of6
MEMPHIS TEARDROP LUMINAIRE
PROJECT #: L20075
THE NOVUS
L S P
227 WEST TRADE STREET SUITE 700
CHARLOTTE, NORTH CAROLINA 28202
TEL. [phone] FAX [phone]
WWW.LS3P.COM
MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS
COPYRIGHT 2021 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
THE NOVUS
REVISIONS:
No. I Description I Date
PROJECT:
9512-172950
DATE:
02/07/2022
DRAWN BY:
Author
CHECKED BY:
Checker
SITE DETAILS
L20075
02.07.2022
C3.91
J GMP
2 3 4 5 g

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101 MORRIS ST.
ZONING:
LAND USE
LINETYPE LEGEND:
SYMBOL
DESCRIPTION
LIMITS OF DISTURBANCE
PROPERTY LINE
-
EASEMENT
--
SETBACK
BZ RIPARIAN BUFFER (50')
TP TREE PROTECTION FENCE
■mmmmmmmmmmmmmmm■ ACCESSIBLE ROUTE
GRADING
LEGEND:
SYMBOL
DESCRIPTION
PROPOSED JUNCTION BOX
PROPOSED CATCH BASIN
®i
PROPOSED AREA DRAIN
RIPRAP DISSIPATOR
FLOW DIRECTION
44.50
PROPOSED ELEVATION
TC 44.50
BC 44.00
TOP/BOTTOM OF CURB
TW 46.00
BW 44.00
TOP/BOTTOM OF WALL
PROPOSED STORM DRAINAGE
200 PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
- -
200 - - EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
NOTES:
1. SEE SHEET C0.10 FOR GENERAL AND GRADING NOTES.
PROJECT #: L20075
THE NOVUS
10 20 40
SCALE: 1" = 20' NORTH
LS P
227 WEST TRADE STREET SUITE 700
CHARLOTTE, NORTH CAROLINA 28202
TEL. [phone] FAX [phone]
WWW.LS3P.COM
MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS
COPYRIGHT 2021 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
THE NOVUS
REVISIONS:
I No. I Description I Date I
PROJECT:
9512-172950
DATE:
02/07/2022
DRAWN BY:
Author
CHECKED BY:
Checker
GRADING &
STORM
DRAINAGE PLAN
L20075
02.07.2022
C5.00
J
1 1 2 13 14
5 16
GMP

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PROJECT #: L20075
THE NOVUS
10 20 40
;ALE: 1" = 20' NORTH
227 WEST TRADE STREET SUITE 700
CHARLOTTE, NORTH CAROLINA 28202
TEL. [phone] FAX [phone]
WWW.LS3P.COM
MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS
COPYRIGHT 2021 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
THE NOVUS
REVISIONS:
No. I Description Date
PROJECT:
9512-172950
DATE:
02/07/2022
DRAWN BY:
Author
CHECKED BY:
Checker
UTILITIES PLAN
L20075
02.07.2022
C6.00
GMP

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/ 2/C3.90
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0
0
d TE BENCH, TYP.
TO DETAIL 2/C3.91
LIGHT POLE, TYP.
REFER TO DETAIL 4/C3.91
DRIVEWAY FOR CURB
& GUTTER, TYP. '
REFER TO DETAIL
4/C3.90
-
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BIN
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DETAIL 10/C3.91
BENCH
(TYP.)
STREETSCAPE FURNISHINGS CALCULATIONS
WASTE
STREET FRONTAGE
RECEPTACLES
WASTE RECEPTACLES
LF BENCHES REQUIRED
BENCHES PROVIDED (1
STREET LIGHTS REQUIRED
STREET NAME
LESS DRIVEWAYS
REQUIRED (1 PER 200
PROVIDED
(1 LF/15LF)
BENCH=6LF)
(APPROX. 1 PER 80 LF)
STREET LIGHTS PROVIDED
LF)
PHASE 1
PHASE 2
PHASE 1
PHASE 2
PHASE 1
PHASE 2
STREET 1 - MORRIS ST
343'-1"
1.7
3.0
N/A
22.8 LF
5 (30 LF)
N/A
4.2
8.0
N/A
STREET 2 - W. MAIN ST
405'-7"
2.0
2.0
0.0
27.0 LF
4 (24 LF)
1 (6 LF)
5.0
5
TBD
STREET 3 - N. GREAT
343'-4"
1.7
1.0
1.0
22.8 LF
2 (12 LF)
2 (12 LF)
4.2
3.0
2 MIN.
JONES ST
BIKE RACK REFER TO
DETAIL 10/C
RECEPTACLE, TYP.
�X5' TREE
GRATE, REFER TO DETAIL 3/C3.91
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REFER TO
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REFER TO DETAIL
8&9/C3.90
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V"RCHIiECTURAL °
° FORM FINISH REFER TO °
0
°
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CONTINUOUS DOUBLE e
ROWLOCK BRICK BAND' e
'AT BACK OF CURB, TYP. °
REFER TO DETAIL 2/C3.90
CITY OF DURHAM °
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°
OFF
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REFFj TO DETAIL 5/C 3 1° 4
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REFS TO DIET L 4/C 1 °
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REFER TO DETAIL 6/C3.90
� 1
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' 12°LI °
°
° d
e
E° CONTINUOUS DOUBILE LI
ROWLOCK BRICK BAND AT °
BACK OF CURB, TYP
REFER TO DETAIL 2/ 3.90
° °
VEHICULAR ASPHALT 12LI
PAVING, TYP.
REFER TO DETAIL 4.90
e
of
e
LIGHT POLE, TY G
REFER TO DIET, °4/(°3.91 va
SITE BENCH, TYP.
REFE TO DETAIL 2 3.9
M FI
TX 5' TREE / GRAT� TYP I REFER TO DETAIL /C3.9
I ,
0
00
1 00
0
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2.00'
4.0
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4.0
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°
°
IIII
REFER TO DETAIL
IIII
' 1 &2/C3.90
e
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IIII
VEHICULAR ASPHALT
e
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°
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-
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REFER TO DETAIL
,Ix
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3/C3.91
°
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IIII
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8.50'
1
,°
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CITY OF DURHAM
°
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0
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M
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e
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•
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I °
• �@
20.
INGLE CURB RAMt�, TYP'.
I C3.90
e
e
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REFER TO DETAIL 3/C3.90 -
d l 'e
C
�
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C
4-
e a
e e
Oago
°
°
CAST -IN -PLACE CONCRETE SEAT WALL
de d e °
° ° e e
d de
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W/ ARCHITECTURAL FORM FINISH
e
^
d
REFER TO DETAIL 8&9/C3.91
d eL4CONCRETE
°
SIDEWALKS, TYP. d °
° e
°
REFER TO DETAIL 1/C3.90
MORRIS ST.
VARIABLE WIDTH PUBLIC R/W
MANNING
VARIABLE WIDT
(P.B. 115,
LINETYPE LEGEND:
SYMBOL DESCRIPTION
LIMITS OF DISTURBANCE
PROPERTY LINE
EASEMENT
- SETBACK
Bz RIPARIAN BUFFER (50')
TP TREE PROTECTION FENCE
■���������������■ ACCESSIBLE ROUTE
NOTES:
1. ABBREVIATIONS FOR SPECIFIC HARDSCAPE MATERIALS AND FINISHES ARE
LISTED IN THE LEGEND AND ARE USED THROUGHOUT THE DRAWING SET'S
HARDSCAPE & FINISHES PLANS, PAVING PATTERN PLANS AND SITE DETAILS.
2. REFER TO RELATED SPECIFICATION SECTION FOR SPECIFIC SUBMITTALS
OF PRODUCT DATA, SAMPLES, SHOP DRAWINGS, QUALITY ASSURANCE
REQUIREMENTS, EXECUTION REQUIREMENTS, AND FOR FURTHER PRODUCT
INFORMATION NOT INCLUDED IN THIS SCHEDULE
3. CONTRACTOR TO SUBMIT COLOR SAMPLES AND PROVIDE MOCK-UPS FOR
ALL CAST IN PLACE CONCRETE FOR APPROVAL BY LANDSCAPE ARCHITECT.
ANNOTATION KEY
REFERENCE KEY NAME IN LEGEND
PJ3 MATERIALS/FINISH CALLOUT
PROJECT #: L20075
THE NOVUS
0 10 20 40
SCALE: 1" = 20' NORTH
L S P
227 WEST TRADE STREET SUITE 700
CHARLOTTE, NORTH CAROLINA 28202
TEL. [phone] FAX [phone]
WWW.LS3P.COM
MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS
COPYRIGHT 2021 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
THE NOVUS
REVISIONS:
Description I Date
PROJECT:
9512-172950
DATE:
02/07/2022
DRAWN BY:
Author
CHECKED BY:
Checker
MATERIALS &
LAYOUT PLAN
L20075
02.07.2022
L3.00
3
4
5
GMP

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PLANTING REQUIREMENTS
STREET NAME
STREET FRONTAGES MINUS
DRIVEWAYS
REQUIRED NUMBER OF TREES
PROVIDED NUMBER OF TREES
PHASE 1
PHASE 2
STREET 1 - MORRIS ST
343'-1"
8.5
9
N/A
STREET 2 - W. MAIN ST
381'-7"
9.5
9
1 MIN.
STREET 3 - N. GREAT JONES ST
1 319'-4"
7.9
5
3 MIN.
PLANT SCHEDULE
TREES
CODE
QTY
BOTANICAL / COMMON NAME
CONTAINER
CALIPER
NOTES
0
LAIN
4
LAGERSTROEMIA INDICA X FAURIEI 'MUSKOGEE'
MUSKOGEE CRAPE MYRTLE
B&B
2 IN
(D
ULPA
19
ULMUS PARVIFOLIA'ALLEE' TM
ALLEELACEBARK ELM
B&B
2 IN
LINETYPE LEGEND:
SYMBOL DESCRIPTION
LIMITS OF DISTURBANCE
PROPERTY LINE
EASEMENT
SETBACK
RIPARIAN BUFFER (50')
TREE PROTECTION FENCE
ACCESSIBLE ROUTE
NOTES:
1. SEE SHEET C0.10 FOR GENERAL AND PLANTING NOTES.
PROJECT #: L20075
THE NOVUS
0 10 20 40
SCALE: 1" = 20' NORTH
227 WEST TRADE STREET SUITE 700
CHARLOTTE, NORTH CAROLINA 28202
TEL. [phone] FAX [phone]
WWW.LS3P.COM
MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS
COPYRIGHT 2021 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
THE NOVUS
REVISIONS:
No. I Description I Date
PROJECT:
9512-172950
DATE:
02/07/2022
DRAWN BY:
Author
CHECKED BY:
Checker
PLANTING PLAN
L20075
02.07.2022
L7.00
GMP

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CENTRAL LEADER. (E
OBSERVATIO
TRUNK CAL
MEET ANSI Z61
EDITION FOR ROOT
ROOT BAL
AS REQ
SPECII
ROUND -TOPPED
4" HIGH X 8" WIDE AE
BALL SURFAC
CONSTRUCTED AI
ROOT BALL. B
BEGIN AT ROOT BALL F
TOP OF ROOT BALL SHALL BE
FLUSH WITH FINISHED GRADE.
PRIOR TO MULCHING, LIGHTLY TAMP
SOIL AROUND THE ROOT BALL IN 6"
LIFTS TO BRACE TREE. DO NOT
OVER COMPACT. WHEN THE
PLANTING HOLE HAS BEEN
BACKFILLED, POUR WATER AROUND
THE ROOT BALL TO SETTLE THE
SOIL.
3" LAYER OF SETTLED MULCH.
NO MORE THAN 1" OF MULCH ON
TOP OF ROOT BALL. (SEE
SPECIFICATIONS FOR MULCH).
FINISHED GRADE. -
BOTTOM OF ROOT BALL RESTS ON
MODIFIED SOIL. DEPTH - EXISTING OR RECOMPACTED SOIL.
VARIES. (SEE PLANT SOIL _
PLAN). - -
O 4" 0 SOCK DRAIN CONTINUOUS
SCARIFIED SOIL. TH AROUND BASE OF TREE. INSTALL 4" - 6"
DEEPER THAN ROOT BALL FOR
EQUAL EQUAL EQUAL �' HPOOR LOWERED RAINAGEO LE AS NEEDED
WITH PLANTING
PIT/BED DRAIN DETAIL).
TREE
SECTION
ROOT BALL MOD
RE
ROUND -TOPPED SC
4" HIGH X 8" WIDI
ROOT BALL SURFAC
BE CONSTRUCTED
THE ROOT BALL. BER
BEGIN AT RC
PERIPHERY (NOT NE
IRRIGATION IS PR,
BOTTOM OF RC
RESTS ON EXIS
RECOMPACT
PICAL
EQUAL EQUAL EQUAL
TREE STAKING - LODGE POLES
SECTION
CENTRAL LEADER. (SEE CROWN
OBSERVATIONS DETAIL).
ROOT BALL SURFACE SHALL BE
POSITIONED TO BE ONE - QUARTER
TO ONE-THIRD ABOVE FINISHED
GRADE.
PRIOR TO MULCHING, LIGHTLY
TAMP SOIL AROUND THE ROOT
BALL IN 6" LIFTS TO BRACE TREE.
DO NOT OVER COMPACT. WHEN
THE PLANTING HOLE HAS BEEN
BACKFILLED, POUR WATER
AROUND THE ROOT BALL TO
SETTLE THE SOIL.
EXISTING SITE SOIL ADDED TO
CREATE A SMOOTH TRANSITION
FROM THE TOP OF THE RAISED
ROOT BALL TO THE FINISHED
GRADE AT A 15% MAX. SLOPE.
3" LAYER OF SETTLED MULCH. NO
MORE THAN 1" OF MULCH ON TOP
OF ROOT BALL. (SEE
SPECIFICATIONS FOR MULCH).
FINISHED GRADE
ORIGINAL GRADE.
SCARIFIED SOIL.
LOOSENED SOIL. DIG AND TURN
THE SOIL TO REDUCE
COMPACTION TO THE AREA AND
DEPTH SHOWN (SEE NOTE 7).
4" 0 SOCK DRAIN CONTINUOUS
AROUND BASE OF TREE. INSTALL 4" -
6" DEEPER THAN ROOT BALL FOR
LOWERED PLANTING HOLE AS
SEEDED WITH POOR DRAINAGE (SEE
PLANTING PIT/BED DRAIN DETAIL).
NOTES:
1. CONTRACTOR SHALL ASSURE
PERCOLATION OF ALL PLANTING PITS
PRIOR TO INSTALLATION.
2. WHEN SHRUBS AND GROUNDCOVER
ARE PLANTED IN MASSES, ENTIRE BED
G�
SHALL BE EXCAVATED AND TILLED WITH
I
SOIL AMENDMENTS PER
(�
SPECIFICATIONS.
1 1
(�
ROOTBALL..Y2 - Y3 ABOVE GRADE
G��
ACCORDING TO SPECIES AND
651
DRAINAGE. CONSULT LANDSCAPE
ARCHITECT.
3" LAYER OF SETTLED MULCH.
4" HIGH X 8" WIDE ROUND - TOPPED
NO MORE THAN 1" OF MULCH
SOIL BERM ABOVE ROOT BALL
ON TOP OF ROOT BALL. (SEE
SURFACE SHALL BE CONSTRUCTED
SPECIFICATIONS FOR MULCH).
AROUND THE ROOT BALL. BERM
SHALL BEGIN AT ROOT BALL
PERIPHERY.
FINISHED GRADE.
PRIOR TO MULCHING, LIGHTLY TAMP
SOIL AROUND THE ROOT BALL IN 6"
j\
_
LIFTS TO BRACE SHRUB. DO NOT
SLOPE SIDES OF
\\/\
\
-_
OVER COMPACT. WHEN THE PLANTING
_
LOOSENED SOIL. IIIIII-III-
_
ROOT
/ I I II -III_
HOLE HAS BEEN BACKFILLED, POUR
BALL
WATER AROUND THE ROOT BALL TO
LOOSENED SOIL.
/ IIIIIIIIIII
SETTLE THE SOIL.
DIG AND TURN THE SOIL TO IIIIIIIII-
_
III-
IIIIIIIIII-III-
REDUCE THE COMPACTION TOIIIIIII
THE AREA AND DEPTH SHOWN. IIIIIIIII-III
IIIIII1
I I IIIIIII-III-
-
IIIIIIII
_ SCARIFIED SOIL.
I I
1 I
ROOT BALL RESTS
I IIIIIIIIIIIII-III-
I- 2x ROOTBALL
IIIIIII1
ON EXISTING OR
•jam DIAMETER
RECOMPACTED SOIL.
BOTTOM OF ROOT BALL RESTS ON
EXISTING OR RECOMPACTED SOIL.
SHRUB - EXISTING IN -SITU SOIL
NTS
NTS
NTS
ACCEPTABLE
REJECTABE
E CENTRAL
NO CODOMI
LEADER:
ASPECT
RATIO IS
LESS
THAN 0.66.
MULTIPLE LEADE"c
=VERAL CODOMII
LEADERS)
ASPECT RATIO
IS
GREATER THAN
0.66.
CROWN OBSERVATIONS - HIGH BRANCHED
SECTION
PLAN VIEW - (3) LODGE
oni Gs
)DGE POLE
SRFR TRFF
PLAN VIEW - (2) LODGE POLES
TREE STAKING - LODGE POLES
SECTION
A-
B
EXAMPLE
A
B
Aspect
Ratio
1.50"
0.50"
0.33
2.50"
0.90"
0.36
2.0"
1.00"
0.50
2.50"
1.60"
0.64
B
ASPECT RATIO OF BA LESS
THAN 0.66 AS MEASURED 1"
ABOVE THE TOP OF THE
BRANCH UNION.
EXAMPLE
A
B
Aspect
Ratio
2.50"
1.80"
0.72
2.0"
2.0"
1.0
2.50"
2.0"
0.80
4.0"
3.0"
0.75
ASPECT RATIO OF B:A GREATER THAN
OR EQUAL TO 0.66 AS MEASURED 1"
ABOVE THE TOP OF THE BRANCH UNION.
NOTES:
1. SEE PLANTING LEGEND FOR GROUNDCOVER SPECIES, SIZE AND SPACING DIMENSION.
2. SMALL ROOTS (Y4" OR LESS) THAT GROW AROUND, UP OR DOWN THE ROOT BALL PERIPHERY ARE
CONSIDERED A NORMAL CONDITION IN CONTAINER PRODUCTION AND ARE ACCEPTABLE, HOWEVER THEY
SHOULD BE ELIMINATED AT THE TIME OF PLANTING. ROOTS ON THE PERIPHERY CAN BE REMOVED AT THE
TIME OF PLANTING (SEE ROOT BALL SHAVING DETAIL).
3. SETTLE SOIL AROUND ROOT BALL OF EACH GROUNCOVER PRIOR TO MULCHING.
4. WHEN GROUNDCOVER PLANTINGS ARE USED IN MASSES, ENTIRE BED SHALL BE EXCAVATED AND TILLED
WITH SOIL AMENDMENTS PER SPECIFICATIONS.
5. CONTRACTORS SHALL ASSURE PERCOLATION OF A ALL PLANTING PITS PRIOR TO INSTALLATION.
ZSERY STAKE.
_EADER NEEDS
GHTENED OR
IT IS
TO ATTACH A
)O POLE TO
4DER AND
N-ABRASIVE
R THREE (2")
:STAKES.
ROXIMATELY
)M THE EDGE
T BALL. STAKE
BALL NOT
'VITH
BRANCHES.
FOR 3"
Z TREE.
)FOR 12'
: R.
SETBACK FOR 48" - 60" O.C. /+_Y+�/+�
(� Z PROVIDE MIN. 18" SPACING
SETBACK FOR 36" O.C. cO BETWEEN DIFFERENT
PLANT TYPES.
SETBACK FOR 24" O.C. X
X NOTE:
+ + +
SETBACK FOR 6" O.C. ALL SHRUBS AND GROUNDCOVER
MASSES TO USE TRIANGULAR
SPACING EXCEPT WHERE NOTED
REFER TO PLANT LIST FOR
INDIVIDUAL PLANT SPACING 'X'.
N W N
CURB OR EDGE OF PAVEMENT.
SHRUB AND GROUNDCOVER SPACING
SECTION PLAN
NTS
NTS
NTS
3" LAYER SETTLED
MULCH.
NO MORE
THAN 1" OF MULCH
ON TOP OF ROOT
BALL. (SEE
SPECIFICATIONS FOR
MULCH).
FINISHED GRADE. - \
MODIFIED SOIL. - \
DEPTH VARIES. (SEE \
PLANTING SOIL PLAN). \
ROOT BALL RESTS
ON EXISTING OR
RECOMPACTED SOIL.
SHRUB (TYPICAL
SECTION
GROUNDCOVER P
BE TRIANGULARL)
MULCH.
PAVEMEt
4" HIGH X 8" WIDE ROUND - TOPPED
SOIL BERM ABOVE ROOT BALL
SURFACE SHALL BE CONSTRUCTED
AROUND THE ROOT BALL. BERM
SHALL BEGIN AT ROOT BALL
PERIPHERY.
PRIOR TO MULCHING, LIGHTLY TAMP
SOIL AROUND THE ROOT BALL IN 6"
LIFTS TO BRACE SHRUB. DO NOT
OVER COMPACT. WHEN THE
PLANTING HOLE HAS BEEN
BACKFILLED, POUR WATER AROUND
THE ROOT BALL TO SETTLE THE
SOIL.
SCARIFIED SOIL.
III III III -
3" LAYER OF SETTLED MULCH.
FINISHED GRADE.
6" - 8" MODIFIED SOIL. DEPTH VARIES
,( (SEE SPECIFICATIONS FOR SOIL
MODIFICATION).
SCARIFIED SOIL.
SECTION VIEW
GROUNDCOVER PLANTING (TYPICAL
PLAN
PLANTING NOTES:
1. DO NOT STAKE TREES EXCEPT WHERE SPECIFIED BY
LANDSCAPE ARCHITECT. STAKING IS REQUIRED FOR TREES
PLANTED ON SLOPES.
2. WHERE SEVERAL TREES WILL BE PLANTED CLOSE TOGETHER
SUCH THAT THEY WILL LIKELY SHARE ROOT SPACE, TILL IN SOIL
AMENDMENTS TO A DEPTH OF 4-6" OVER THE ENTIRE AREA.
3. FOR CONTAINER GROWN TREES, USE FINGERS OR SMALL HAND
TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF
POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS CIRCLING
THE PERIMETER OF THE CONTAINER.
4. FOR FIELD GROWN TREES, CUT BURLAP, ROPE AND WIRE
BASKET AWAY FROM TOP AND SIDES OF ROOT BALL.
5. THOROUGHLY SOAK THE TREE ROOT BALL AND ADJACENT
PREPARED SOIL SEVERAL TIMES DURING THE FIRST MONTH
AFTER PLANTING AND REGULARLY THROUGHOUT THE
FOLLOWING TWO SUMMERS.
6. THE PLANTING PROCESS IS SIMILAR FOR DECIDUOUS AND
EVERGREEN TREES.
7. DO NOT WRAP TRUNK; MARK NORTH SIDE OF TREE IN THE
NURSERY AND LOCATE TO THE NORTH IN THE FIELD.
PLANTING NOTES
8. WIDTH OF PLANTING HOLE IS 3X ROOT BALL AT THE SURFACE,
SLOPING TO 2X THE ROOT BALL DIAMETER AT THE DEPTH OF
THE ROOT BALL.
9. BEFORE PLANTING, ADD 34" OF WELL COMPOSTED LEAVES,
RECYCLED YARD WASTE OR OTHER COMPOST AND TILL INTO
TOP 6" OF PREPARED SOIL. ADD COMPOST AT 20-35% BY
VOLUME TO BACKFILL.
10. PERFORM PERCOLATION TEST FOR EACH TREE PIT TO CONFIRM
THAT WATER DRAINS OUT OF THE SOIL. PROVIDE GRAVEL SUMP
FILTER FABRIC & VENT PIPE IF DRAINAGE DOES NOT OCCUR
WITHIN 24 HOURS. INCLUDE ALL SUMPS IN BASE BID. SHOULD
SUMPS NOT BE NECESSARY AFTER PERCOLATION TEST,
PROVIDE CHANGE ORDER DEDUCT TO OWNER.
11. IF PLANTING HOLES ARE DUG WITH A LARGE AUGER BREAKING
DOWN THE SIDES WITH A SHOVEL CAN ELIMINATE GLAZING AND
CREATE THE PREFERRED SLOPING SIDE.
12. TREES SHALL HAVE SINGLE LEADERS. TREES WITH 2 LEADERS
WILL BE REJECTED.
13. DO NOT PLACE MULCH IN CONTACT WITH TRUNK.
14. PROVIDE GATOR BAGS FOR ALL TREES WHERE IRRIGATION IS
NOT PROVIDED.
NTS
PROJECT #: L20075
THE NOVUS
L S P
227 WEST TRADE STREET SUITE 700
CHARLOTTE, NORTH CAROLINA 28202
TEL. [phone] FAX [phone]
WWW.LS3P.COM
MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS
COPYRIGHT 2021 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
THE NOVUS
REVISIONS:
No. Description Date
PROJECT:
9512-172950
DATE:
02/07/2022
DRAWN BY:
Author
CHECKED BY:
Checker
PLANTING &
SOILS DETAILS
L20075
02.07.2022
L7.90
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SITE LEGEND:
SYMBOL DESCRIPTION
PROPOSED BUILDING
® MODULAR UNIT PAVING
CONCRETE RETAINING WALL
SYNTHETIC TURF
GARDEN PLANTING
WOOD DECK PAVING
L1 SHEET 1/LR2.01
Q
L2 SHEET 2/LR2.01
■
L3 SHEET 3&4/LR2.01
L4 SHEET 5/LR2.01
L5 SHEET 6/LR2.01
O
L6 SHEET 7/LR2.01
NOTES:
1. SEE SHEET 1-0.10 FOR GENERAL AND SITE NOTES.
2. REFERENCE ARCHITECTURAL GROUND FLOOR PLAN SHEET AR-101 FOR
FRONTAGE TYPE AND BUILDING PLACEMENT CALCULATIONS.
PROJECT #: L200751
THE NOVUS
0 5 10 20
SCALE: 1" = 10' NORTH
227 WEST TRADE STREET SUITE 700
CHARLOTTE, NORTH CAROLINA 28202
TEL. [phone] FAX [phone]
WWW.LS3P.COM
MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS
COPYRIGHT 2021 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
THE NOVUS
7TH TERRACE
REVISIONS:
I No. I Description I Date I
PROJECT:
9512-172950
DATE:
02/07/2022
DRAWN BY:
Author
CHECKED BY:
Checker
SITE PLAN
L20075
02.07.2022
LR1.00
J
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GMP

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PROJECT #: L200751
THE NOVUS
5 10 20
;ALE: 1" = 10' NORTH
227 WEST TRADE STREET SUITE 700
CHARLOTTE, NORTH CAROLINA 28202
TEL. [phone] FAX [phone]
WWW.LS3P.COM
MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS
COPYRIGHT 2021 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
FH E NOVUS 28TH
TERRACE
REVISIONS:
No. I Description I Date
PROJECT:
9512-172950
DATE:
02/07/2022
DRAWN BY:
Author
CHECKED BY:
Checker
SITE PLAN
L20075
02.07.2022
LR1.01
GMP

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itn NO
Bison Powder Coat Aluminum Cubes are available in custom sizes, materials, and colors to meet your design
needs. Custom materials include stainless and weathered steel. Specify color when ordering.
MODULAR PLANTER
LITETOP INTENSIVE GROWING MEDIA
REFER TO HYDROTECH'S WATERPROOFING
DETAILS FOR TERMINATION DETAILS
_ _ _ _
r
WALL VENEER
p Q i
DESIGN BY OTHERS - BRICK, STONE, ETC.
p0
0 — _� _ _
CMU MASONRY WALL (DESIGN BY ARCHITECT)
0
°a a
°.
I I
CORES MUST BE FILLED TO ENGAGE WALL
REINFORCING AND DOWELED CONNECTIONS TO
/AA/ AA/AA/AA/AI�
ROOF DECK AND COMPLETELY ENCASE DOWEL
MEMBRANE SEAL.
e .
I I
ARCHITECT MAY ELECT TO ADD WATERPROOFING
AND ROOTSTOP ON GROWING MEDIA SIDE OF CMU
°
WALL TO PROTECT WALL
\\\11�
\
-
I I
I I
IF WALL IS BUILT AFTER DECK WATERPROOFING IS
COMPLETED, DO NOT FLASH INTO DECK
\//\//\//\//\//\//`II
\\\\\j/\�I,
'
7
I I
I I
WATERPROOFING.
a
IF WALL IS BUILT BEFORE DECK IS
WATERPROOFED, FULL WALL WATERPROOFING
a
AND FLASHINGS ARE REQUIRED. SEE HYDROTECH
WATERPROOFING DETAILS FOR FURTHER
44
INFORMATION.
°
a
I I
SEE HYDROTECH WATERPROOFING DETAILS FOR
°—
I I
WALL SCUPPER DETAILING TO PROVIDE DRAINAGE
a
IF PLANTER DRAINS ARE NOT INSTALLED.
/\\/\\/\\/
a
SYSTEMFILTER - WRAP UP INSIDE FACE OF WALL
GARDENDRAIN GR30 OR GR50 (BOTH W/ CUPS FILLED)
I I
a
.
a
a
I
I
ed . ,a
d
A'
a
A °
DOW STYROFOAM INSULATIO
14-6"
I
I
I
—
HYDROFLEX RB II
L
J
MM 6125-FR
— -----
---
DOWEL CONNECTION AND
REINFORCING BY OTHERS
NOTES:
1. DESIGNER MUST SPECIFY APPROPRIATE ROOTSTOP
MATERIALS TO ACCOMMODATE DESIRED PLANT
MATERIALS.
2. FIXED HEIGHT AND ADJUSTABLE PEDESTALS NECESSARY FOR AN OPEN -JOINT PAVER INSTALLATION
CANNOT BE INSTALLED OVER GARDENDRAIN. THE GARDEN ROOF AND ULTIMATE ASSEMBLY
INSTALLATIONS SHOULD BE DIVIDED.
3. IF GARDENDRAIN ELEMENTS ARE INSTALLED UNDER
HARDSCAPE AREAS THE CUPS MUST BE FILLED WITH
LIGHTWEIGHT EXPANDED AGGREGATE. GARDENDRAIN
MAY ALSO BE USED AS FORMS FOR SETTING
CONCRETE FOOTINGS FOR CURBS, ETC.
4. REFER TO APPLICABLE MM 6125-FR ROOFING OR WATERPROOFING GUIDELINE DETAILS FOR PROPER
MEMBRANE/FLASHING DETAILS AND ALTERNATIVES.
GARDEN
HYDROTEC1114 ROOF
ASSEMBLY
RMERICRn Hti+OROTECH, in
POSSIBLE TRANSITION OPTION
- CMU WITH VENEER OPTION -
(INTENSIVE APPLICATION DEPICTED)
SCALE: NONE
DATE: 11 /01 /17
GA-5G
This information is intended only for general conceptual purposes. It is based on data and knowledge considered to be true and correct. It is offered for the user's consideration, investigation and verification and is not intended to
substitute for the advice provided by appropriate professionals. Hydrotech assumes no liability for the use of this information. The determination of the suitability and applicability of this information is the sole responsibility of the user.
RETAINING WALL
HARDY, DROUGHT TOLERANT PLANTS
LITETOP EXTENSIVE MEDIA (3" - 6"
0 SYSTEM FILTER
GARDENDRAIN GR1 R30 (OPTION: GR30 CUPS FILLED
WITH LIGHT T AGGREGATE)
IST AT AND HYDRODRAIN AL (IF NECESSARY)
ER TO DETAILS GA-2A AND GA2B)
- DOW STYR INSULATION
HYDROFLEX 30 AN TSTOP
MM 6125-FR
SUBSTRATE (CONCRETE, GYPSU RD, PLYWOOD)
NSIVE
INTENSIVE VEGETATION: PERENNIALS, SHRUBS, SMALL
TREES, URBAN AGRICULTURE
LITETOP INTENSIVE MEDIA (6' OR MORE)
SYSTEM FILTER
GARDENDRAIN GR30 OR GR50 - CUPS FILLED WITH LIGHT
WEIGHT AGGREGATE
DOW STYROFOAM INSULATION
HYDROFLEX RB II OR HYDROFLEX 30 AND ROOTSTOP HD
MM 6125-FR
SUBSTRATE (CONCRETE, GYPSUM BOARD, PLYWOOD)
INTENSIVE
NOTES:
1. ADDITIONAL COMBINATIONS OF GARDEN ROOF ASSEMBLY COMPONENTS ARE POSSIBLE TO FIT SPECIFIC
PROJECT REQUIREMENTS.
2. CONSULT HYDROTECH FOR VARIATIONS ON ABOVE ASSEMBLIES.
GARDEN
HYDROTECH ROOF
ASSEMBLY
RMERICRn HYDROTECH, 1f1C.
TYPICAL STANDARD
GARDEN ROOF ASSEMBLIES
EXTENSIVE AND INTENSIVE
SCALE: NONE GA-1A
DATE: 11 /01 /17
This information is intended only for general conceptual purposes. It is based on data and knowledge considered to be true and correct. It is offered for the users consideration, investigation and verification and is not intended to
substitute for the advice provided by appropriate professionals. Hydrotech assumes no liability for the use of this information. The determination of the suitability and applicability of this information is the sole responsibility of the user.
INSENSIVE GARDEN ASSEMBLES
PRODUCT DATA SHEET
Hanovor avo rs
GENERAL DESCRIPTION
Hanover Pavers, as marketed by American Hydrotech, Inc. are high density, hydraulically
pressed, architecturally finished, concrete pavers.
BASIC USE
Hanover Pavers are designed to be used as roof ballast for IRMA roof assemblies or
decorative plaza/terrace pavers, in conjunction with Hydrotech's Monolithic Membrane
61251 rubberized asphalt membrane.
SIZES
Standard sizes for Hanover Pavers are nominal tI 2 18 24 30 and 36 inches scluare
and thicknesses of 2 — 4 inches. "Plank -style" size pavers, nominal 6 X 18, 24, and
36 inches as well as oversized pavers, nomina 24 X 30, 36, and 48 inches, re also
available. Pavers weigh approximately 12.5 pounds per square foot per inch thickness.
TECHNICAL DATA (For all paver types)
COMPRESSIVE STRENGTH (lb./sq.in., avg.) ASTM C140
HYDROTECH
m
HL6U
i 11
FLEXURAL STRENGTH (lb.sq.in.)
ASTM C140
1,100
WATER ABSORPTION (%)
ASTM C140
< 4
FREEZE RESISTANCE
(<500 g/m2 mass loss)
ASTM C1645
Pass
SOLAR REFLECTANCE INDEX (SRI)t
ASTM E1980
> 78 t
t For Credit 7.2 Heat Island Effect, L.E.E.D. version 2.2 requires an SRI of greater than 78
f For Glacier White pavers ONLY— Finish 13 SRI = 81; Ground Finish SRI = 72; Tudor Finish SRI
= 85, Diamond Finish SRI = 84
LEEDIl INFORMATION
Recycled Content (% by weight)
7 pi
Manufacture Location
Hanover, PA
Extraction/Harvesting Location
Hanover, PA
VOC Content (g/L)
0
This information is intended only for general conceptual purposes. It is based on data and knowledge considered to be true and correct. It is offered for the
user's consideration, investigation and verification and is not intended to substitute for the advice provided by appropriate professionals. Hydrotech assumes
no liability for the use of this information. The determination of the suitability and applicability of this information is the sole responsibility of the user.
American Hydrotech, Inc. 303 East Ohio Street, Chicago, IL 60611 • [phone] • [phone] fax • 2/19
MODULAR PAVER
LAWN
TURFGRASS
LITETOP LAWN MEDIA (8" - 12")
SYSTEM FILTER
GARDENDRAIN GR30 OR GR50 - CUPS FILLED WITH
LIGHT WEIGHT AGGREGATE
DOW STYROFOAM INSULATION
HYDROFLEX 30 AND ROOTSTOP
MM 6125-FR
SUBSTRATE (CONCRETE, GYPSUM BOARD, PLYWOOD)
PLANT TYPES VARY WITH DEPTH
GARDMAT EROSION BLANKET
GARDNET INFILLED WITH LITETOP MEDI LED 1-INCH
ABOVE CELL WALLS
GARDNET STAINLESS ST NDONS
HYDRODRAIN 300
OW ST OAM INSULATION
H EX RBII
M 6125-F
SUBSTRATE (CO E, GYPSUM BOARD, PLYWOOD)
SLOPE* (3:12 TO 12:12; SEE NOTES BEL
NOTES:
1. ADDITIONAL COMBINATIONS OF GARDEN ROOF ASSEMBLY COMPONENTS ARE POSSIBLE TO FIT SPECIFIC
PROJECT REQUIREMENTS. CONTACT HYDROTECH FOR VARIATIONS ON ABOVE ASSEMBLIES.
2. INSTAGREEN SEDUM CARPET AND INSTAGREEN SEDUM TILE MAY BE USED IN SLOPED APPLICATIONS IN
LIEU OF THE VEGETATION AND GARDMAT EROSION BLANKET.
3. IF INSULATION IS NOT INSTALLED IN THE STEEP SLOPE APPLICATION, HYDRODRAIN 300 MUST BE REPLACED
WITH HYDRODRAIN 302 PLACED DIRECTLY ON THE HYDROFLEX RB II.
4. DEPENDING ON SPECIFIC CONDITIONS, GARDNET MAY BE MORE APPROPRIATE AT MODERATE SLOPE AS
WELL. CONSULT HYDROTECH.
GARDEN
HYDROTECH ROOF
ASSEMBLY
RITIERICRn HMDROTECH, Inc.
TYPICAL STANDARD
GARDEN ROOF ASSEMBLIES
EXTENSIVE AND INTENSIVE
SCALE: NONE GA-1 B
DATE: 11 /01 /17
This information is intended only for general conceptual purposes. It is based on data and knowledge considered to be true and correct. It is offered for the users consideration, investigation and verification and is not intended to
substitute for the advice provided by appropriate professionals. Hydrotech assumes no liability for the use of this information. The determination of the suitability and applicability of this information is the sole responsibility of the user.
SYNTHETIC TURF WITH METAL EDGING
MASSARANDUBA
GARAPA
MAHOGANY
WT FSC-MASS-24
WT-FSC-GARAPA-24
WT MAHOGANY-24
Surface:
Ribbed
Surface:
Ribbed
Surface:
Smooth
Dimensions:
23 7/81' x 23 7/81' x 1.69"
Dimensions:
23 7/8" x 23 7/8" x 1.69"
Dimensions:
241/8" x 24 1/8" x 1.85"
Weight:
22 lbs.
Weight:
20 lbs.
Weight:
14 lbs.
Weight psf:
5.5 lbs.
Weight psf:
5 lbs.
Weight psf:
3.5 lbs.
Fire Rating:
Class At
Fire Rating:
Class At
Fire Rating:
Class At
Color:
Red brown
Color:
Golden brown
Color:
Golden brown
Janka Hardness Rating:
3,190 lbs.
Janka Hardness Rating:
1,630 lbs.
Janka Hardness Rating: 800 lbs.
Note:
FSC Certified, Limited availability
Note:
FSC Certified, Limited availability
Note:
SFI Certified,
IPE - CUSTOM
I n7ITP.n R\/AIIAnIIIT\
WT-IPE-CUSTOM
Surface: Smooth or Ribbed
Dimensions:
72" x 23 7/8" x 1.69"
96 1/16" x 23 7/8" x 1.69"
Weight psf:
6 lbs.
Fire Rating:
Class At
Color:
Brown
Janka Hardness Rating:
3,680 lbs.
Note:
Available only in 6 slats.
Please inquire for availability of other wood
species.
Cubes make it easy to design a comfortable and beautiful environment. Cubes integrate
seamlessly with the Hydrotech Wood Tile Assembly and Pedestals. Instead of installing
a Wood Tile, set a Cube in its place to use as a planter or add an Ipe top for seating and
storage.
• Available in powder coated aluminum and Ipe wood
• Custom colors, sizes and materials available
• Aluminum is lightweight and exceptionally durable
• Made in the USA (Powder Coat Aluminum Cubes)
• May contribute to LEED points
• Commercial quality
t Meets and exceeds ASTM E108-07a Class A Spread of Flame Test
WOOD TILE
CATO Institute — Washington, DC
LITETOP INTENSIVE GROWING MEDIA
CAST IN PLACE CONCRETE CURB
DOWEL / RE -BAR, BEYOND
• TO ANCHOR CURB TO STRUCTURE (SIZE,
CONNECTION AND CONFIGURATION BY OTHERS).
• WATERPROOFING PER HYDROTECH
D��o�09p c 4 d REQUIREMENTS
4 CONCRETE PAVER SET ON
d. FIXED HEIGHT PEDESTAL OR
d OTHER APPROPRIATE
4 , SURFACING
4 d
P .
1. 1 Qd
d d a o
4-6"
DA STYROFOAM4 SULATION
HYDROFLEX RBII
MM6125EV-FR WATERPROOFING MEMBRANE
DOWEL / RE -BAR CONNECTION BY OTHERS
OUTLINE OF CONCRETE CURB, BEYOND
SYSTEMFILTER - EXTEND UP FACE OF CURB
NOTES: GARDENDRAIN
• FIXED HEIGHT AND ADJUSTABLE PEDESTALS NECESSARY FOR AN OPEN -JOINT PAVER INSTALLATION CANNOT BE
INSTALLED OVER GARDENDRAIN. THE GARDEN ROOF AND ULTIMATE ASSEMBLY INSTALLATIONS SHOULD BE
DIVIDED.
• IF GARDENDRAIN ELEMENTS ARE INSTALLED UNDER HARDSCAPE AREAS THE CUPS MUST BE FILLED WITH
LIGHTWEIGHT EXPANDED AGGREGATE. GARDENDRAIN MAY ALSO BE USED AS FORMS FOR SETTING CONCRETE
FOOTINGS FOR CURBS, ETC.
• REFER TO APPLICABLE MM 6125-FR ROOFING OR WATERPROOFING GUIDELINE DETAILS FOR PROPER
MEMBRANE/FLASHING DETAILS AND ALTERNATIVES.
GARDEN
HYDROTECH ROOF
ASSEMBLY
RMERICRn HYDROTECH, inn.
CONCRETE CURB
DETAIL NOT IN USE
POSSIBLE TRANSITION OPTION
- CAST -IN -PLACE CURB -
(INTENSIVE APPLICATION DEPICTED)
NO SCALE
GA-5D
PROJECT #: L20075
THE NOVUS
L S P
227 WEST TRADE STREET SUITE 700
CHARLOTTE, NORTH CAROLINA 28202
TEL. [phone] FAX [phone]
WWW.LS3P.COM
MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS
COPYRIGHT 2021 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
THE NOVUS 7TH &
28TH TERRACE
REVISIONS:
No. I Description I Date
PROJECT:
9512-172950
DATE:
02/07/2022
DRAWN BY:
Author
CHECKED BY:
Checker
SITE DETAILS
L20075
02.07.2022
LR2.00
J 2 3 4 5 6 GMP

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Profile Accent Light
Spec Sheet BW300
16It/ 4.9Fri 16ft/4.9m
Mounting
Pole is mounted at grade with galvanized steel anchor bolts. See customer drawings for luminaire mounting height details.
Template and anchor hardware included.
Twist lock receptacle
1
Driver Cover
Weight: 7 Ibs
Profile Area Light
Spec Sheet BW400
16ft/4.9Fri 16ft/4.9Fri
BW403-14-A BW401-14-B BW402-14-B BW403-14-8 BW401-16-A BW402-16-A BW403-16-A BW401-16-B BW402-16-B BW403-16-B
Mounting
Pole is mounted at grade with galvanized steel anchor bolts. See customer drawings for luminaire mounting height details.
Template and anchor hardware included.
Profile Area Light
Spec Sheet BW400
13 1/2'
3447mm -i
48mm
178mm
Single Area Light
Weight: 3.5 Ibs
(luminaire only)
TM21 L70(10k): >60,000 hrs
Protection Class: IP66
I14114'
4 7/8"
113mm
Optional Grazing Light
Weight: 1 lb (luminaire only)
TM21 L70(10k): >60,000 hrs
Protection Class: IP66
20112"
521 mm
1 7/8'
48mm�17
8mm
Double Area Light
Weight: 7 Ibs
(luminaires only)
TM21 L70(10k): >60,000 hrs
Protection Class: IP66
1 24 15/16"
633mm
13 1/6"
332mm
1
Optional Foot Light
Weight: 7 Ibs
TM21 L70(1I >60,000 hrs
Protection Class: IP66
Twist lock receptacle
1
Driver Cover
Weight: 7 Ibs
Profile Bollard
Product Data Sheet BW100
6 1/2"
6 1/2"
{
~ 165mm
~ 165mm
91/8"
1113/16"
232mm 2 11/16"
300mm
2 11/
67mm
67mm
36"
36"
914mm
914mm
3' Single Performance Bollard
3' Double Performance Bollard
Weight: 43lbs
Weight: 45lbs
TM21 L70(10k): >60,000 hrs
TM21 L70(10k): >60,000 hrs
Protection Class: IP66
Protection Class: IP66
6 112"
165mm
6 1/2"
6 1/2"
i
f 165mm
165mm
❑
61111
165mm ❑
1
3
914mm m
24 1/2"
622mm
1
2' Unlit Perimeter Bollard
3' Unlit Perimeter Bollard
Weight: 31lbs
Weight: 41lbs
2 Revised January 17, 2022 1 Landscape Forms Inc. 800.521.2546 F 269.381.3455 7800 E. Michigan Ave., Kalamazoo, MI 49048
2 Revised January 17, 2022 1 Landscape Forms Inc. 800.521.2546 F 269.381.3455 7800 E. Michigan Ave., Kalamazoo, MI 49048
3 Revised January 17, 2022 Landscape Forms Inc. 800.521.2546 F 269.381.3455 7800 E. Michigan Ave., Kalamazoo, MI 49048
2
L1
�,�� L2
�,D L3
rA L3
TYPHA REMOTE SPECIFICATION SHEET PAGE:1 OF
SUPPORT BASE Project name:
Type:
Exterior decorative luminaire.
Luminaire characteristics: Luminaire only
Power input: 1.5W
Lumens: 461m (delivered)
Luminaire efficacy: 271m/W
Source: White LED, 4000K: 80CRI (LM-80 tested).
Lumen maintenance: >80% of initial lumens at 60 000 hours (1-80)
Optics: General lighting.
Mounting: To be installed in a %d' (23mm) hole or with the
optional mounting base (see installation accessory).
Material:
Body: UV resistant polycarbonate tubular diffusor with internal
PMMA optic
Base: stainless steel
Electrical: See remote power supply options.
Requirement for one (1) fixture: 1.7W, 500mA.
Finish: Stainless steel
Weight: TBC
Warranty: 5 years limited warranty.
Certification: cULus listed.
Ratings: IP67, IK07.
W.
(1�51mm)
SEE
MODEL
4%"
(111mm)
FRONT VIEW
DUE TO CONTINUOUS IMPROVEMENTS, THE INFORMATION HEREIN MAY BE CHANGED WITHOUT NOTICE.
LAST UPDATE: August 21, 2020 JP - R6
''
9320 Boul. St -Laurent,
iGuzzini
C ' L US
suite 100, Montreal (Quebec)
Canada H2N 1 N7
NORTH AMERicA
P.:514.523.1339 F.:514.525.6107
www.iguzzini-na.com
L4
.31'
Description
Globe
Diameter
Article
Number
Nominal
Voltage
Ingress
Protection
Protection
Class
Type of
Socket
Type of
Lamp
Wattage
Adapter
Filter
"
- )
II
A
MBG
350mm / 13.75"
350.020 (ML-3040)
120 v
IP 66
II
E27
Dulux EL
7w
A7
A7
MBG
55umm/z-i.b5'"I!)50.02u(ML-5040)1
1=v
I IP 66
1 II
E27
UUIUX EL
15vv
A115
MBG
750mm / 29.50"
1750.020 (ML-7040)1
120 v
I IP 66
1 II
E27
Dulux EL
23w
A23
A23
61
L5
Globe Diameter
Socket Size
250mm / 9.85"
215mm / 5.88"
350mm / 13.75"
210mm / 8.26"'
550mm / 21.65"
318mm / 12.5"'
750mm / 29.50"
1 438mm / 17.24'
A L B E RO SPECIFICATION SHEET PAGE: 1 OF 2
LED Project name:
Type:
Outdoor luminaire with down light symmetrical optic.
Luminaire characteristics:
Power input: 123W
Lumens: 2579 or 27541m (delivered)
Luminaiire efficacy: 21 or 221m/W
Source: White LED, (LM-80 tested).
3000K: 80CRI.
4000K: 80CRI.
Lumen maintenance: >80% of initial lumens at 50 000 hours (1-80)
LM-79 tested.
Optics: 360' down light symmetrical optic.
Mounting: Pole on mounting base (anchor flange included).
Material
Body: Stainless steel cylindrical body, bolts and screws.
Electrical: Universal high efficiency electronic power supply,
rated 50000 hours. 120-277V.
Finish: White (RAL9016) painted finish with a high level of
weather and UV resistance. The semi -gloss finish coating is
electrostatically applied, durable acrylic enamel baked at high
temperatures for superior color retentive finish.
Weight: 253 Ibs (115 kg).
EPA: 11.6 ft 2 (1.08 m2).
Warranty: 5 year limited warranty.
Certification: cULus listed for wet location.
Ratings: IP65, IK08.
TOP VIEW
10'-9%"
(3280mm)
SIDE VIEW
(152mm)
8'-11 W
(2737mm)
IF
Max
17'-61/2"
(5347mm)
DUE TO CONTINUOUS IMPROVEMENTS, THE INFORMATION HEREIN MAY BE CHANGED WITHOUT NOTICE.
LAST UPDATE: JULY 25, 2016 NA - R3
11
9320 Laurent, suite 100, Montreal (Quebec)
iGuzzini
C ' L US
Canadaa H2N 1147
P.:514.523.1339 F.:514.525.6107
NORTH AM ERC A
www.iguzzini-na.com
L6
6 1/2"
i f 165mm
61❑165mm m
1
24 112"
6221mm
1
2' Wayfinding Bollard
Weight: 32 Ibs
TM21 L70(10k): >60,000 hrs
Protection Class: IP66
6112"
i f 165mm
6 y2"
165mm
f
36"
914mm
T Wayfinding Bollard
Weight: 42 Ibs
TM21 L70(1I >60,000 hrs
Protection Class: IP66
Revised January 26, 2022 1 Landscape Forms Inc. 800.521.2546 F 269.381.3455 7800 E. Michigan Ave., Kalamazoo, MI 49048
DETAIL NOT IN USE
PROJECT #: L200751
THE NOVUS
LS P
227 WEST TRADE STREET SUITE 700
CHARLOTTE, NORTH CAROLINA 28202
TEL. [phone] FAX [phone]
WWW.LS3P.COM
MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS
COPYRIGHT 2021 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
THE NOVUS 7TH &
28TH TERRACE
REVISIONS:
No. Description Date
Description�Datee
PROJECT:
9512-172950
DATE:
02/07/2022
DRAWN BY:
Author
CHECKED BY:
Checker
SITE DETAILS
L20075
02.07.2022
LR2.01
3
4
5
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GMP

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LF AUSTIN LAWRENCE PARTNERS
THE NOVUS
227 WEST TRADE STREET SUITE 700
CHARLOTTE, NORTH CAROLINA 28202
TEL. [phone] FAX [phone]
WWW.LS3P.COM
MEMBERS OF THE AMERICAN INSTITUTE OF ARCHITECTS
COPYRIGHT 2019 ALL RIGHTS RESERVED
PRINTED OR ELECTRONIC DRAWINGS AND
DOCUMENTATION MAY NOT BE REPRODUCED
IN ANY FORM WITHOUT WRITTEN PERMISSION
FROM LS3P ASSOCIATES LTD.
REVISIONS:
No. I Description I Date
PROJECT: 9512-172950
DATE: 09/13/2021
DRAWN BY: Author
CHECKED BY: Checker
SITE PLAN
OVERLAY
xP=003

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V STORE
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4
THE
Ik"
PHASE II GROUND LEVEL PLAN 111
=32'-0" co
NOVU 1/24/2022

THE
NOVUS
PHASE II PARKING LEVEL PLAN
1/24/2022
111=321.011 co

THE
NOVUS
PHASE
THE
PHASE II ALT PARKING LEVEL PLAN 111
=32'-0" co
NOVU 1/24/2022

ATTACHMENT B - CUT AND FILL DIAGRAM

Five Points
Elevations Table
Number
Minimum Elevation
Maximum Elevation
Color
1
-12.00
-10.00
■
2
-10.00
-8.00
■
3
-8.00
-6.00
4
-6.00
-4.00
5
-4.00
-2.00
6
-2.00
0.00
7
0.00
2.00
8
2.00
4.00
■
9
4.00
6.00
■
10
6.00
8.00
■
EXCAVATION QUANTITIES = 11,685 YD3
QUANTITIES ARE CALCULATED FROM A COMPARISON OF A PROPOSED SURFACE WITH A
FINISHED BASEMENT ELEVATION OF 383.0 IN THE PROPOSED BUILDING PAD AND AN
EXCAVATION DEPTH OF 1 FOOT ACROSS THE REMAINDER OF SITE,TO THE EXISTING SURFACE
WITH AN ASSUMED EXISTING BASEMENT ELEVATION OF 383.0.
NO ADJUSTMENTS HAVE BEEN MADE FOR COMPACTION OR SWELL.
0 5 10 20
SCALE: 1" = 10'
NORTH
September 14, 2021
Durham, North Carolina
EXH-1.0 - Earthwork
AA
STEWART

ATTACHMENT C - TABULATED DATA SUMMARIES

TABLE 3
SUMMARY OF CHEMICAL CONSTITUENTS DETECTED IN SOIL AND RISK CALCULATIONS SUMMARY
400 W MAIN STREET
DURHAM, NORTH CAROLINA
MID -ATLANTIC JOB NO.
R3710.00
SAMPLING LOCATION
PRELIMINARY SOIL REMEDIATION GOALS
PSRGs; June 2021
SS-1
SS-2
SS-3
SS-4
Duplicate (55-4)
SS-5
SS-6
ANALYTE
11/16/21
11/16/21
11/16/21
11/16/21
11/16/21
11/16/21
11/16/21
Greatest
Residential
PSRG
Industrial/Commercial
Protection of Groundwater
Concentration
(mg/kg)
PSRG (mg/kg)
PSRG
(mg/kg)
4-5 ft BLS
9-10 ft BLS
4-5 ft BLS
2.5-5 ft BLS
2.5-5 ItBLS
1-2 ft BLS
4-5 ft BLS
RCRA Metals by Method 6020D/7471B
Arsenic
1.36
2.17
2.35
3.44
4.18
2.53
1.21
4.51 (G (s))
0.68
3.0
5.8
Barium
61.9
252
62.1
96.2
103
60.2
30.6
252
3100
47000
580
Cadmium
<0.0614
0.0639J
<0.0714
0.414J
<0.0727
<0.0632
<0.0635
0.414
14
200
3.0
Chromium (Total)
24.7
33.3
45.1
21.7
172
91.9
36.1
172
23000
350000
360000
Lead
11.8
21.2
16.0
236
11.1
12.2
7.50
236
400
800
270
Mercury
0.01341
<0.0131
<0.0156
0.130
0.0487
0.0197J
<0.0139
0.130
4.7
70
NE
Selenium
<1.01
1.201
<1.17
<1.13
<1.19
<1.04
<3.04
1.20
78
1200
2.1
Silver
<0.0458
<0.0446
<0.0532
0.117 J
<0.0542
<0.0471
<0.0473
0.117
78
1200
3.4
Hexavalent Chromium
NT
NT
NT
NT
NT
NT
NT
6.66 (H (d))
0.31
6.5
3.8
VOCs by Method 8260D
Acetone
0.0191
0.003 J
0.009 J
0.0101
0.020 J
0.023
0.004 J
0.023
12000
140000
25
Benzene
<0.0006
<0.0006
<0.0008
<0.0007
<0.0008
<0.0007
<0.0007
0.001 (G(S))
1.2
5.4
0.01
Hexane
<0.0007
<0.0007
<0.0009
0.00101
<0.0009
<0.0008
<0.0008
0.0010
130
540
55
Methyl Ethyl Ketone
<0.0007
<0.0007
<0.0008
<0.0008
<0.0009
<0.0007
<0.0008
0.001 (E (s))
5500
40000
17
SVOCs by Method 8270E
Anthracene
<0.159
<0.155
0.3121
<0.179
<0.189
<0.164
<0.165
0.312
3600
45000
1300
Benzo(a)anthracene
0.205J
<0.151
1.04
<0.174
<0.183
<0.159
<0.160
1.04
1.1
21
0.35
Benzo(a)pyrene
0.222J
<0.159
0.688J
<0.184
<0.194
<0.169
<0.169
0.688
0.11
2.1
0.12
Benzo(b)fluoranthene
0.2701
<0.158
1.21
<0.183
<0.193
<0.168
<0.168
1.21
1.1
21
1.2
Benzo(g,h,i)perylene
<0.151
<0.147
0.5611
<0.170
<0.179
<0.156
<0.157
NA
NE
NE
NE
Benzo(k)fluoranthene
<0.153
<0.149
0.354J
<0.171
<0.181
<0.157
<0.158
0.354
11
210
12
Chrysene
0.1961
<0.154
0.961
<0.178
<0.187
<0.163
<0.164
0.961
110
2100
36
Fluoranthene
0.388J
<0.133
2.09
<0.154
<0.162
<0.141
<0.142
2.09
480
6000
670
Indeno(1,2,3-cd)pyrene
<0.200
<0.194
0.618J
<0.224
<0.236
<0.205
<0.206
0.618
1.1
21
3.9
Phenanthrene
<0.232
<0.226
0.689J
<0.260
<0.275
<0.239
<0.240
NA
NE
NE
NE
Pyrene
0.3631
<0.145
2.04
<0.168
<0.177
<0.154
<0.154
2.04
360
4500
440
Acceptable Carcinogenic
RESIDENTIAL RISK CALCULATIONS SUMMARY
Sum Risk Range and Maximum Non -Cancer Hazard Index
Calculated Sample Cancer
Risk Sum
3.70E-05
1.0 E-04
Calculated Sample Non-
HI=1
Acceptable Carcinogenic
NON-RESIDENTIAL
RISK CALCULATIONS SUMMARY
Sum Risk Range and Maximum Non -Cancer Hazard Index
"enicndex2.40E-01
ncer
3.00E-06
1.0 E-04
Calculated Sample Non-
Carcino enic Hazard Index
1.90E-02
HI=1
Acceptable Carcinogenic
CONSTRUCTION
WORKER RISK CALCULATIONS SUMMARY
Sum Risk Range and Maximum Non -Cancer Hazard Index
Calculated Sample Cancer
Risk Sum
2.20E-06
1.0 E-04
Calculated Sample Non-
Carcinogenic Hazard Index
2.40E-01
HI=1
NOTES:
1. NT= Not Tested
2. NE = Not Established
3. All values reported in milligrams
per kilogram (mg/kg)
4. VOCs = Volatile Organic Compounds.
5. SVOCs = Semi -Volatile Organic Compounds.
6. J = Concentration was detected between the method detection
limit and the reporting limit; value is an estimation.
7. Underlined values exceed Protection
of Groundwater
PSRGs
8. Bold values exceed the Residential PSRG
9. Shaded values exceed Industrial/Commercial PSRG
10. NT = Not Tested
11. NA=Not Applicable

TABLE 3
SUMMARY OF CHEMICAL CONSTITUENTS DETECTED IN SOIL
400 W MAIN STREET
DURHAM, NORTH CAROLINA
MID -ATLANTIC JOB NO. R3730.00
SAMPLING LOCATION
PRELIMINARY SOIL REMEDIATION GOALS
PSRGs; January 2022
H2 (d)
ANALYTE
A
B (s)
B (d)
C (s)
C (d)
D (s)
D (d)
D2(d)
E (s)
E (d)
Duplicate E(s)
F (s)
Duplicate F(s)
F (d)
G (s)
G (d)
G2(d)
H (s)
H2 (s)
H (d)
H2 (d)
DUP-SS-2
Residential PSRG
Industrial/Commercial
Protection of
11/16/21
11/17/21
11/17/21
11/17/21
11/17/21
11/17/21
31/17/21
2/21/22
11/17/21
11/17/21
11/17/21
11/18/21
11/18/21
11/18/21
11/18/21
11/18/21
2/21/22
11/18/21
2/21/22
11/18/21
2/21/22
2/21/22
(mg/kg)
PSRG (mg/kg)
Groundwater PSRG
S ft BLS
2.5 ft BLS
4-7.5 ft BLS
2.5 ft BLS
5.5-10 ft BLS
a ft BLS
7-9 ft BLS
7-9 ft BLS
a ft BLS
8-9 ft BLS
3 k BLS
3 k BLS
a ft BLS
7-9 ft BLS
a ft BLS
9 k BLS
9 ft BLS
2 ft BLS
2 ft BLS
6 ft BLS
6 ft BLS
(mg/kg)
RCRA Metals by Method 6020B/7473B
Arsenic
0.841 J
2.19
1.71
1.65
3.53
3.82
1.58
NT
1.58
1.24
1.21
1.29
1.52
1.73
4.51
2.93
NT
2.12
NT
1.42
NT
NT
0.68
3.0
5.8
Barium
34.2
181
206
51.4
266
171
192
NT
89.6
93.8
36.0
70.6
83.0
67.6
149
195
NT
130
NT
158
NT
NT
3100
47000
580
Cadmium
<0.0602
<0.0678
<0.0610
<0.0662
<0.0630
<0.0654
0.08151
NT
<0.0650
<0.0632
<0.0622
<0.0656
<0.0622
<0.0644
<0.0656
<0.0653
NT
<0.0652
NT
0.0943J
NT
NT
1.4
20
3.0
Chromium (Total)
10.5
38.2
31.5
20.4
35.9
43.1
138
NT
25.2
12.7
13.8
22.3
19.9
20.8
31.3
60.1
NT
31.7
NT
155
NT
NT
23000
350000
360000
Lead
12.8
13.3
8.74
14.2
17.7
13.8
11.8
NT
15.2
11.1
13.8
11.5
14.0
15.0
14.2
12.8
NT
15.5
NT
6.32
NT
NT
400
800
270
Mercury
0.0182J
<0.0148
<0.0133
<0.0145
<0.0138
<0.0143
<0.0145
NT
<0.0142
<0.0138
<0.0136
0.01811
<0.0136
<0.0141
<0.0143
<0.0143
NT
0.0321J
NT
<0.0161
NT
NT
4.7
70
NE
Selenium
<0.986
<3.11
<0.998
<1.08
<3.03
<3.07
<1.09
NT
<3.06
<3.04
<1.02
<1.07
<3.02
<3.05
<1.07
<1.07
NT
<3.07
NT
<1.20
NT
NT
78
1200
2.1
Silver
0.07891
<0.0505
<0.0454
<0.0493
<0.0470
<0.0488
<0.0495
NT
<0.0484
<0.0471
<0.0464
<0.0489
<0.0464
<0.0480
<0.0489
<0.0486
NT
0.0978J
NT
<0.0548
NT
NT
78
1200
3.4
Hexavalent Chromium
NT
NT
NT
NT
NT
NT
NT
0.481
NT
NT
NT
NT
NT
NT
NT
NT
1.5
NT
0.351
6.66
1.9
1.7
0.31
6.5
3.8
VOCs by Method 8260D
Acetone
0.0081
0.0041
0.003 J
0.005 J
0.003 J
0.0041
0.011 J
NT
0.016 J
0.0071
0.002 J
0.006 J
0.0121
<0.002
0.015 J
0.004 J
NT
0.0071
NT
<0.003
NT
NT
14000
210000
25
Benzene
<0.0006
<0.0007
<0.0007
<0.0007
<0.0007
<0.0007
<0.0007
NT
<0.0007
<0.0006
<0.0007
<0.0007
<0.0007
<0.0007
0.0011
<0.0007
NT
<0.0007
NT
<0.0008
NT
NT
1.2
5.4
0.01
Hexane
<0.0007
<0.0008
<0.0008
<0.0008
<0.0008
<0.0008
<0.0008
NT
<0.0007
<0.0007
<0.0008
<0.0008
<0.0008
<0.0008
<0.0008
<0.0008
NT
<0.0008
NT
<0.0009
NT
NT
130
540
55
Methyl Ethyl Ketone
<0.0007
<0.0008
<0.0008
<0.0007
<0.0008
<0.0008
0.001 J
NT
0.001 J
<0.0007
<0.0007
0.0009 J
0.0009 J
<0.0007
0.001 J
<0.0008
NT
0.00081
NT
<0.0009
NT
NT
5500
40000
17
SVOCs by Method 8270E
Anthracene
<0.156
<0.176
<0.158
<0.172
<0.163
<0.170
<0.172
NT
<0.169
<0.164
<0.161
<0.170
<0.161
<0.167
<0.170
<0.169
NT
<0.169
NT
<0.191
NT
NT
3600
45000
1300
Benzo(a)anthracene
<0.152
<0.171
<0.154
<0.167
<0.159
<0.165
0.3991
NT
<0.164
<0.159
<0.157
<0.165
<0.157
<0.162
<0.165
<0.165
NT
0.1661
NT
<0.186
NT
NT
1.1
21
0.35
Benzo(a)pyrene
<0.161
<0.181
<0.163
<0.177
<0.168
<0.175
0.387J
NT
<0.173
<0.169
<0.166
<0.175
<0.166
<0.172
<0.175
<0.174
NT
<0.174
NT
<0.196
NT
NT
0.11
2.1
0.12
Benzo(b)fluoranthene
<0.160
<0.180
<0.162
<0.175
<0.167
<0.173
0.498J
NT
<0.172
<0.168
<0.165
<0.174
<0.165
<0.170
<0.174
<0.173
NT
0.192J
NT
<0.195
NT
NT
1.1
21
1.2
Benzo(g,h,i)perylene
<0.149
<0.167
<0.150
<0.163
<0.155
<0.161
0.2051
NT
<0.160
<0.156
<0.154
<0.162
<0.154
<0.159
<0.162
<0.161
NT
<0.161
NT
<0.182
NT
NT
NE
NE
NE
Benzo(k)fluoranthene
<0.150
<0.168
<0.152
<0.165
<0.157
<0.163
<0.165
NT
<0.161
<0.157
10.155
<0.163
<0.155
<0.160
<0.163
<0.162
NT
<0.162
NT
<0.183
NT
NT
11
210
12
Chrysene
<0.155
<0.175
<0.157
<0.171
<0.162
<0.169
0.419J
NT
<0.167
<0.163
<0.160
<0.169
<0.160
<0.166
<0.169
<0.168
NT
<0.168
NT
<0.190
NT
NT
110
2100
36
Fluoranthene
0.135 J
<0.151
<0.136
<0.148
<0.141
<0.146
1.04
NT
<0.145
<0.141
<0.139
0.329 J
0.287 J
<0.144
<0.146
<0.146
NT
0.3141
NT
<0.164
NT
NT
480
6000
670
Ideno(1,2,3-cd)pyrene
<0.196
<0.220
<0.198
<0.215
<0.205
<0.213
0.2291
NT
<0.211
<0.205
<0.202
<0.213
<0.202
<0.209
<0.213
<0.212
NT
<0.212
NT
<0.239
NT
NT
1.1
21
3.9
Phenanthrene
<0.227
<0.256
<0.230
<0.250
<0.238
<0.247
1.02
NT
<0.245
<0.239
<0.235
<0.248
<0.235
<0.243
<0.248
<0.247
NT
<0.246
NT
<0.278
NT
NT
NE
NE
NE
Pyrene
<0.146
<0.165
<0.148
<0.161
<0.153
<0.159
0.857
NT
<0.158
<0.154
<0.151
0.3241
0.288J
<0.156
<0.159
<0.159
NT
0.3081
NT
<0.179
NT
NT
360
4500
440
NOTES:
1. NT- Not Tested
2. NE = Not Established
3. All values reported in milligrams per kilogram (mg/kg)
4. VOCs= Volatile Organic Compounds.
5. SVOCs = Semi -Volatile Organic Compounds.
6.1 = Concentration was detected between the method detection limit and the reporting limit; value is an estimation,
7. Underlined values exceed Protection of Groundwater PSRGs
B. Bold values exceed the Residential PSRG
9. Shaded values exceed Industrial/Commercial PSRG
10. NT = Not Tested

TABLE 4
SUMMARY
OF CHEMICAL
CONSTITUENTS DETECTED IN GROUNDWATER AND RISK CALCULATIONS
SOUTHANK BUILDING,
400 WEST MAIN
STREET
DURHAM, NORTH CAROLINA
MID -ATLANTIC
JOB NO. R3710.00
North Carolina
North Carolina Non-
TMW-1
TMW-2
TMW-3
TMW-4
TMW-5
TMW-6
Duplicate
Greatest
North Carolina
Residential Ground
Residential Ground
Analyte
(TMW-4)
Groundwater Quality
11/19/21
11/19/21
11/19/21
11/19/21
11/19/21
11/19/21
11/19/21
Concentration
Standards (ug/L)
Water Screening
Water Screening
Levels
Levels
o
Not Detected
Not Detected
Not Applicable
Not Applicable
Not Applicable
Acetone
<1.80
4.31 J
2.78 J
<1.80
<1.80
<1.80
<1.80
4.31r70
4500000
19000000
Chloroform
4.30
<0.220
<0.220
<0.220
<0.220
<0.220
<0.220
4.300.81
3.6
cis-1,2-Dichloroethylene
<0.200
<0.200
16.0
<0.200
<0.200
<0.200
<0.200
16.0
NE
NE
trans-1,2-Dichloroethylene
<0.180
<0.180
0.370 J
<0.180
<0.180
<0.180
<0.180
0.370
22
91
o
Methyl Ethyl Ketone
<0.710
12.6
<0.710
<0.710
<0.710
<0.710
<0.710
12.6
000
450000
1900000
Tetrachloroethylene
<0.220
<0.220
64.0
<0.220
<0.220
<0.220
<0.220
64.0.7
V3.
12
48
Trichloroethylene
<0.180
<0.180
10.5
<0.180
<0.180
<0.180
<0.180
10.50
1.0
4.4
Vinyl Chloride
<0.170
<0.170
0.568
<0.170
<0.170
<0.170
<0.170
0.56803
0.15
2.5
0.(0.455
Arsenic
0.185 J
0.369 J
0.273 J
(0.362 J)
0.330 J
0.189 J
J)
0.462
10
NE
NE
_
Barium
54.0
206
86.6
(212)
153
206
(215)
223
700
NE
NE
a=
Chromium
0.916 J
<0.790
0.977 J
2.45
1.43 J
1.12 J
2.27
2.45
10
NE
NE
u
Selenium
1.80 J
<0.740
<0.740
(1.51 J)
<0.740
<0.740
0.865 J
1.8
20
NE
NE
Lead
<0.260
<0.260
<0.260
0.402 J
0.4,14 J
<0.260
0.365 J
0.444
15
NE
NE
Acceptable
Carcinogenic Sum Risk
Range and
RESIDENTIAL
RISK CALCULATIONS SUMMARY
Maximum Non -Cancer Hazard Index
Cancer Risk
2.2E-05
1.0 E-04
Sum
;C.Ic..r1...t.d.�.'a­mp­1e
te amp a on-
ogenic Hazard Index
3.2E+00
HI=1
NON-RESIDENTIAL RISK CALCULATIONS SUMMARY
Acceptable Carcinogenic
Sum Risk Range
and Maximum Non -Cancer Hazard Index
Calculated Sample Cancer Risk
3.8E-06
1.0 E-04
Sum
Calculated Sample Non-
nic Carcino eHazard Index
7.5E-01
HI=1
Notea
ug/L: = micrograms per liter
J = Estimated concentration above laboratory's Method Detection Limit (MDL) but below
the Reporting Limit (RL)
Bold values exceed NCGQS or Risk Calculation Target Values
Underlined values exceed Residential GWSL
Italicized values exceed Non -Residential GWSL
<# = Less than MDL
(#) = Dissolved concentration reported in lab -filtered sample
RCRA 8 Metals by EPA Method 6020E and 7040A
SVOCs = Semivolatile Organic Compounds analyzed by EPA Method 8270
VOCs = Volatile Organic Compounds analyzed by EPA Method 8260

TABLE 5
CONSTITUENTS ANALYZED IN SOIL GAS AND RISK CALCULATIONS
SOUTHANK BUILDING, 400 WEST MAIN STREET
DURHAM, NORTH CAROLINA
MID -ATLANTIC JOB NO. R3710.00
Sample ID
SSSG-1
SSSG-2
SSSG-3
SSSG-4
SSSG-5
Duplicate
(SSSG-2)
ESGA
(12 ft BLS)
ESG-2
(10 ft BLS)
ESG-3
(5 ft BLS)
ESG-6
(7.5 ft BLS)
Duplicate
(ESG-6)
Greatest
Concentration
NCDEQ DWM Residential Soil
Gas
Screening Levels
June 2021 (ug/m3)
NCDEQ DWM Non -Residential Soil
Gas
Screening Levels
June 2021 (ug/m3)
Sampling Date
11/19/2021
11/19/2021
11/19/2021
11/19/2021
11/19/2021
11/19/2021
11/19/2021
11/19/2021
11/19/2021
11/19/2021
11/19/2021
Acetone
42
30
73
35
46
20
<11
<11
46
<11
130
130
220000
2700000
Benzene
1.6
1.3
1.3
5.9
1.6
0.83
23
0.42 J
49
45
49
49
12
160
Benzyl Chloride
<0.47
<0.47
<0.47
<0.47
<0.47
<0.47
<0.47
<0.47
<0.47
<0.47
<0.47
ND
1.9
25
Bromodichloromethane
<0.49
<0.49
<0.49
<0.49
<0.49
<0.49
6.3
<0.49
<0.49
<0.49
<0.49
6.3
2.5
33
Bromoform
<0.74
<0.74
<0.74
<0.74
<0.74
<0.74
<0.74
<0.74
<0.74
<0.74
<0.74
ND
85
1100
Bromomethane
<0.63
<0.63
<0.63
<0.63
<0.63
<0.63
<0.63
<0.63
<0.63
<0.63
<0.63
ND
35
440
1,3-Butadiene
<0.31
<0.31
<0.31
<0.31
<0.31
<0.31
31
<0.31
<0.31
<0.31
<0.31
31
3.1
41
2-Butanone (MEK)
3.6 J
2.8 J
5.3 J
9.5 J
5.4 J
2.7 J
9.4 J
<2.0
9.4 J
25
18 J
25
35000
440000
Carbon Disulfide
1.9 J
<1.6
1.8 J
<1.6
<1.6
<1.6
60
<1.6
51
280
240
280
4900
61000
Carbon Tetrachloride
0.91 J
0.43 J
0.43 J
<0.38
<0.38
0.45 J
2.4
<0.38
0.58 J
1.1 J
0.73 J
2.4
16
200
Chlorobenzene
<0.27
<0.27
<0.27
<0.27
<0.27
<0.27
<0.27
<0.27
<0.27
<0.27
<0.27
ND
350
4400
Chloroethane
<0.39
<0.39
<0.39
<0.39
<0.39
<0.39
<0.39
<0.39
2.0
<0.39
<0.39
2.0
70000
880000
Chloroform
0.55 J
0.55 J
<0.24
1.2
4.1
0.62 J
12
0.49 J
10
6.3
11
12
4.1
53
Chloromethane
0.51 J
0.76 J
<0.17
<0.17
1.1
0.35 J
3.1
<0.17
7.3
<0.17
2.1
7.3
630
7900
Cyclohexane
2.0
<0.46
<0.46
<0.46
<0.46
<0.46
<0.46
<0.46
<0.46
80
48
80
42000
530000
Dibromochloromethane
<0.57
<0.57
<0.57
<0.57
<0.57
<0.57
0.85J
<0.57
<0.57
<0.57
<0.57
0.85
NE
NE
1,2-Dibromoethane (EDB)*
<0.43
<0.43
<0.43
<0.43
<0.43
<0.43
<0.43
<0.43
<0.43
<0.43
<0.43
0.43
0.16
2.0
1,2-Dichlorobenzene
<0.44
<0.44
<0.44
<0.44
<0.44
<0.44
<0.44
<0.44
<0.44
<0.44
<0.44
ND
1400
18000
1,3-Dichlorobenzene
1.6
2.1
<0.29
3.1
3.9
1.6
1.4
1.2
1.5
<0.29
<0.29
NA
NE
NE
1,4-Dichlorobenzene
0.67J
<0.49
1.1 J
<0.49
<0.49
<0.49
<0.49
<0.49
<0.49
<0.49
<0.49
1.1
8.5
110
Dich oro I uoromet ane reon
12)
2.7
2.5
2.4
2.6
2.3
2.4
2.8
2.4
2.3
4.1
2.7
4.1
700
8800
1, 1 -Dichloroethane
<0.27
<0.27
<0.27
<0.27
<0.27
<0.27
<0.27
<0.27
<0.27
<0.27
<0.27
ND
58
770
1,2-Dichloroethane
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
ND
3.6
47
1,1-Dichloroethylene
<0.31
<0.31
<0.31
<0.31
<0.31
<0.31
<0.31
<0.31
<0.31
<0.31
<0.31
ND
1400
18000
cis-1,2-Dichloroethylene
<0.27
<0.27
<0.27
<0.27
<0.27
<0.27
<0.27
<0.27
3.3
<0.27
<0.27
3.3
NE
NE
trans-1.2-Dichloroethylene
37
<0.28
<0.28
<0.28
<0.28
<0.28
<0.28
<0.28
<0.28
<0.28
<0.28
37
280
3500
1,2-Dichloropropane
1.8
<0.33
<0.33
<0.33
<0.33
<0.33
<0.33
<0.33
2.7
3.4
5.0
5.0
25
330
cis-1,3-Dichloropropene
<0.42
<0.42
<0.42
<0.42
<0.42
<0.42
<0.42
<0.42
<0.42
<0.42
<0.42
NA
NE
NE
trans-1,3-Dichloropropene
<0.28
<0.28
<0.28
<0.28
<0.28
<0.28
<0.28
<0.28
<0.28
<0.28
<0.28
NA
NE
NE
1,2-Dichloro-1,1,2,2-
tetrafluoroethane Freon 114
0.59J
<0.48
<0.48
<0.48
<0.48
<0.48
<0.48
<0.48
<0.48
<0.48
<0.48
NA
NE
NE
1,4-Dioxane
<0.49
<0.49
<0.49
<0.49
<0.49
<0.49
<0.49
<0.49
<0.49
<0.49
<0.49
ND
19
250
Ethanol
110
67
100
81
81
55
33
47
32
42
34
NA
NE
NE
Ethyl Acetate
16 L-03, V-34
<4.3 L-03, V-34
<4.3 L-03, V-34
<4.3 L-03, V-34
<4.3 L-03, V-34
<4.3 L-03, V-34
<4.3 L-03, V-34
<4.3 L-03, V-34
<4.3 L-03, V-34
<4.3 L-03, V-34
<4.3 L-03, V-34
16
490
6100
Ethylbenzene
1.5
0.43 J
0.50 J
0.76 J
0.35 J
0.40 J
3.1
0.28 J
8.9
10
22
22
37
490
4-Ethyltoluene
0.41 J
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
<0.30
0.73 J
2.0
NA
NE
NE
Heptane
5.6
0.51 J
0.69 J
2.7
2.3
0.61 J
21
0.84
40
140
100
140
2800
35000
Hexachlorobutadiene
<1.2 V-05, L-03
<1.2 V-O5, L-03
<1.2 V-05, L-03
<1.2 V-O5, L-03
<1.2 V-05, L-03
<1.2 V-O5, L-03
<1.2 V-05, L-03
<1.2 V-O5, L-03
<1.2 V-05, L-03
<1.2 V-O5, L-03
<1.2 V-05, L-03
ND
4.3
56
Hexane
<2.3
<2.3
<2.3
6.2 J
<2.3
<2.3
56
<2.3
34
270
88
270
4900
61000
2-Hexanone (MBK)
<0.41
<0.41
<0.41
<0.41
<0.41
<0.41
<0.41
<0.41
<0.41
<0.41
<0.41
ND
210
2600
Isopropanol
10.1
270
7.8J
5.9 J
<4.5
<4.5
250
<4.5
<4.5
<4.5
<4.5
270
1400
18000
Methyl tert-Butyl Ether (MTBE)
<0.29
<0.29
<0.29
<0.29
<0.29
<0.29
<0.29
<0.29
<0.29
<0.29
<0.29
ND
360
4700
Methylene Chloride
1.6 J
<1.6
<1.6
<1.6
<1.6
<1.6
2.8 J
2.0 J
2.5 J
<1.6
2.0 J
2.8
3400
53000
4-Methyl-2-pentanone (MIBK)
<0.42
<0.42
<0.42
<0.42
<0.42
<0.42
<0.42
<0.42
<0.42
<0.42
<0.42
NO
21000
260000
Naphthalene
<0.66
<0.66
<0.66
<0.66
<0.66
<0.66
<0.66
1.4
<0.66
<0.66
<0.66
1.4
2.8
36
Propene
<1.2 V-05, L-03
<1.2 V-05, L-03
<1.2 V-05, L-03
2.2 L-03, V-05, J
4.6 L-03, V-05, J
<1.2 V-05, L-03
180 L-03, V-05
<1.2 V-05, L-03
<1.2 V-05, L-03
3200 L-03, V-05
560 L-03, V-05
3200
21000
260000
Styrene
0.60 J
<0.27
<0.27
<0.27
<0.27
<0.27
2.1
<0.27
0.99
1.9
1.9
2.1
7000
88000
1,1,2,2-Tetrachloroethane
<0.42
<0.42
<0.42
<0.42
<0.42
<0.42
<0.42
<0.42
<0.42
<0.42
<0.42
NO
1.6
21
Tetrachloroethylene
0.71 J
<0.40
<0.40
<0.40
<0.40
<0.40
1.5
<0.40
3.0
1.0 J
1.5
3.0
280
3500
Tetrahydrofuran
6.1
<1.5
<1.5
<1.5
<1.5
<1.5
<1.5
<1.5
<1.5
<1.5
<1.5
6.1
14000
180000
Toluene
46
1.9
2.0
4.7
1.5
1.5
25
0.95
250
250
420
420
35000
440000
1,2,4-Trichoorobenzene
<1.O V-04, L-03
<1.0 V-04, L-03
<1.O V-04, L-03
<1.0 V-04, L-03
<1.O V-04, L-03
<1.0 V-04, L-03
<1.O V-04, L-03
<1.0 V-04, L-03
<1.O V-04, L-03
<1.0 V-04, L-03
<1.O V-04, L-03
ND
14
180
1,1,1-Trichloroethane
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
<0.50
ND
35000
440000
1,1,2-Trichloroethane
<0.43
<0.43
<0.43
<0.43
<0.43
<0.43
<0.43
<0.43
<0.43
<0.43
<0.43
ND
1.4
18
Trichloroethylene
0.52 J
<0.40
<0.40
<0.40
<0.40
<0.40
<0.40
<0.40
2.3
<0.40
<0.40
2.3
14
180
Trichlorofluoromethane (Freon 11)
1.8 J
1.6 J
1.4 J
1.4 J
1.2 J
1.5 J
3.7 J
1.6 J
1.7 J
2.2 J
1.5 J
3.7
NE
NE
1,1,2-Trichloro-1,2,2-
trifluoroethane Freon 113
1.2 J
0.92 J
0.67 J
0.74 J
0.95 J
0.74 J
2.9 J
1.2 J
0.89 J
2.5 J
1.2 J
2.9
35000
440000
1,2,4-Trimethylbenzene
0.98
0.79 J
1.1
0.88 J
0.67 J
0.73 J
2.5
1.1
1.4
2.2
3.5
3.5
420
5300
1,3,5-Trimethylbenzene
0.47 J
<0.27
0.33 J
<0.27
<0.27
<0.27
1.1
0.39 J
0.53 J
0.75 J
2.0
2.0
420
5300
Vinyl Acetate dd<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
<1.3
ND
1400
18000
Vinyl Chloride
<0.20
<0.20
<0.20
<0.20
<0.20
<0.20
0.80
<0.20
1.9
0.58
<0.20
1.9
5.6
280
m&p-Xylene
4.0
1.8
1.9
2.0
1.1 J
1.4 J
8.7
1.0 J
25
26
68
68
700
8800
o-Xylene
Calculated Sample Cancer Risk
Sum
1.9 0.75 J 0.85 J 0.82 J 0.50 J 0.57 J 2.9 0.36 J 4.2 1 7.1 15 15
RESIDENTIAL RISK CALCULATIONS SUMMARY
2.4E-OS
700 8800
Acceptable Carcinogenic
Sum Risk Range and Maximum Non -Cancer Hazard Index
1.0 E-04
Calculated Sample Non-
Carcinogenic Hazard Index
7.5E-01
HI=1
NON-RESIDENTIAL RISK CALCULATIONS SUMMARY
Acceptable Carcinogenic
Sum Risk Range and Maximum Non -Cancer Hazard Index
Calculated Sample Cancer Risk
Sum
1.8E-06
1.0 E-04
Calculated Sample Non-
Carcinogenic Hazard Index
6.0E-02
HI=1
Notes:
Concentration units; ug/m3
J = Estimated Concentration
NA = Not Applicable
ND = Not Detected
NE = Not Established
* = Compound was not detected, but had a lab method detection limit over the Residential SGSL. For the purpose of risk evaluation, concentrations of thi;
compound equal to its MDL were assumed.
L-03 = Laboratory fortified blank/laboratory control sample recovery is outside of control limits. Reported value for this compound is likely to be biased on the low side
V-04 = Initial calibration did not meet method specifications. Compound was calibrated using a response factor where % RSD is outside of method specified criteria. Reported result is estimatec
V-05 = Continuing calibration verification (CCV) did not meet method specifications and was biased on the low side foi
this compound.
V-34 = Initial calibration verification (ICV) did not meet method specifications and was biased on the low side for thi:
compound. Reported result is estimated.
Bolded concentrations exceed the Residential Soil Gas Screening Level
Shaded concentrations exceed the Non -Residential Soil Gas Screening Level
Bolded risk calculations exceed the Residential and Non -Residential Carcinogenic Risk and/or Non -Carcinogenic Hazard Quotient target values
<0.34 = Not detected above the lab method detection limit

TABLE 2
CONSTITUENTS ANALYZED IN SOIL GAS AND RISK CALCULATIONS
SOUTHANK BUILDING, 400 WEST MAIN STREET
DURHAM, NORTH CAROLINA
MID -ATLANTIC JOB NO. R3710.00
Sample ID
ESG-8
NCDEQ DWM Residential Soil
Gas
Screening Levels
January 2022 (ug/m3)
NCDEQ DWM Non -Residential Soil
Gas
Screening Levels
January 2022 (ug/m3)
Sampling Date
2/24/2022
Acetone
59.7 m
NE
NE
Benzene
27.2
12
160
Benzyl Chloride
<0.480
1.9
25
Bromodichloromethane
1.24 m
2.5
33
Bromoform
<0.958
85
1100
Bromomethane
0.452 m
35
440
1,3-Butadiene
109
3.1
41
2-Butanone(MEK)
12.0
35000
440000
Carbon Disulfide
116
4900
61000
Carbon Tetrachloride
0.738
16
200
Chlorobenzene
<0.427
350
4400
Chloroethane
0.540 m
28000
350000
Chloroform
44.5
4.1
53
Chloromethane
1.59
630
7900
Cyclohexane
41.6
42000
530000
Dibromochloromethane
<0.790
NE
NE
1,2-Dibromoethane (EDB)*
<0.712
0.16
2.0
1,2-Dichlorobenzene
<0.557
1400
18000
1,3-Dichlorobenzene
2.81
NE
NE
1,4-Dichlorobenzene
<0.557
8.5
110
Dichlorodifluoromethane (Freon
12
2.70
700
8800
1,1-Dichloroethane
<0.375
58
770
1,2-Dichloroethane
<0.375
3.6
47
1,1-Dichloroethylene
<0.368
1400
18000
cis-1,2-Dichloroethylene
<0.368
NE
NE
trans-1.2-Dichloroethylene
<0.368
280
3500
1,2-Dichloropropane
<0.428
25
330
cis-1,3-Dichloropropene
<0.421
23
310
trans-1,3-Dichloropropene
<0.421
NE
NE
1,2-Dichloro-1,1,2,2-
tetrafluoroethane Freon 114
<0.648
NE
NE
1,4-Dioxane
<0.334
19
250
Ethanol
18.7
NE
NE
Ethyl Acetate
<0.334
490
6100
Ethylbenzene
641
37
490
4-Ethyltoluene
8.62 m
NE
NE
Heptane
43.1
2800
35000
Hexachlorobutadiene
<0.989
4.3
56
Hexane
154
4900
61000
2-Hexanone(MBK)
<0.380
210
2600
Isopropanol
8.15
1400
18000
Methyl tert-Butyl Ether (MTBE)
<0.334
360
4700
Methylene Chloride
1.85 m
3400
53000
4-Methyl-2-pentanone (MIBK)
1.34 m
21000
260000
Naphthalene
0.650
2.8
36
Propene
5189
21000
260000
Styrene
<0.395
7000
88000
1,1,2,2-Tetrachloroethane
<0.636
1.6
21
Tetrachloroethylene
<0.629
280
3500
Tetrahydrofuran
1.50 m
14000
180000
Toluene
84.7
35000
440000
1,2,4-Trichlorobenzene
<0.688
14
180
1,1,1-Trichloroethane
<0.506
35000
440000
1,1,2-Trichloroethane
<0.506
1.4
18
Trichloroethylene
<0.498
14
180
Trichlorofluoromethane (Freon
11
471
NE
NE
1,1,2-Trichloro-1,2,2-
trifluoroethane Freon 113
239
35000
440000
1,2,4-Trimethylbenzene
17.5
420
5300
1,3,5-Trimethylbenzene
9.42 m
420
5300
Vinyl Acetate
<0.326
1400
18000
Vinyl Chloride
0.411 m
5.6
280
m&p-Xylene
2661
700
8800
o-Xylene
825
700
8800
RESIDENTIAL RISK CALCULATIONS SUMMARY
Acceptable Carcinogenic
Sum Risk Range and Maximum Non -Cancer Hazard Index
Calculated Sample Cancer Risk
Sum
7.1 E-05
1.0 E-04
Calculated Sample Non-
Carcinogenic Hazard Index
2,7E+00
HI=1
NON-RESIDENTIAL RISK CALCULATIONS
SUMMARY
Acceptable Carcinogenic
Sum Risk Range and Maximum Non -Cancer Hazard Index
Calculated Sample Cancer Risk
Sum
5.4E-06
1.0 E-04
Calculated Sample Non-
Carcinogenic Hazard Index
2.2E-01
HI=1
Notes:
Concentration units; ug/m3
m = Manual Integration by Laboratory Personnel
NE = Not Established
= Compound was not detected, but had a lab method detection limit over the Residential SGSL. For the purpose of risk
evaluation, concentrations of this
Bolded concentrations exceed the Residential Soil Gas Screening Level
Shaded concentrations exceed the Non -Residential Soil Gas Screening Level
Bolded risk calculations exceed the Residential and Non -Residential Carcinogenic Risk and/or Non -Carcinogenic Hazard
<0.34 = Not detected above the lab method detection limit

ATTACHMENT D - SAMPLE LOCATION MAPS

FQ Historical UST Location
Q-� and Automotive Repair _
— -,- •
_ Q ESG-1 � SS-Z/.�TM1/V-2
Historical UST Location
1�
o�Jy SS-4/TMW-4/SSSG-4 �'`
Jy Q ESG-2
Historical Automotive Repair -
SS-6/TMW-6/ESG-6 j
SS-5/TMW-5/SSSG-5, Historical •---• •••• f7ial'
� �Dry Clea_8 i�==ES.G.. � �r
QSSSG-3
SS-1/TMW-1
r
Legend
1
g
Soil Sample, Temporary Well, and Soil Gas Sample
� i
W
SS-3/TM-3 �
Soil Sample and Temporary Well
�
`X
t
Q Exterior Soil Gas Sample
A Sub -Slab Sample
1 inch = 50 feet �
-
Historical Dry Cleaner
Basement Area
0 50
100 200
300
Ground Floor Area
Feet
DRAWN BY: KRC
DATE: MARCH 2O22
ENVIRONMENTAL AOC SAMPLE LOCATION MAP
DRAFT CHECK
-'
=�
M id Atlantic
SOUTHBANK BUILDING
BY: DHN
JOB NO.: R3710.00
� •�
i
400 WEST MAIN STREET
ENGINEER CHECK
BY: DHN
GIS NO.: 3G-R3710.00-EMP1
Engineering &Environmental Solutions
DURHAM, NORTH CAROLINA
APPROVED
BY: DHN
DRAWING NO.: EMP1
REFERENCE: DATA FROM NC ONEMAP. EDR CERTIFIED SANBORN MAP REPORT. BASEMENT AND GROUND FLOOR BLUEPRINTS FROM LS3P ASSOCIATES LTD.

` ��AREA A AREA D O
J� AREA E�
O . r'
i
O a
a
S�
� I
o Legend
AREA H
_O O 00 - O Soil Sample Location
Site Boundary
o ( ==
�'• f+,� -� E:1 0-1 ft Cut
0-8 ft Cut
0-10 ft Cut
1 inch= 50 feet
W Chapel Hill St liHill St 0-12 ft Cut
0 50 100 200 300 �'�a Parcel Boundaries
Feet s�
DRAWN BY: KRC DATE: MARCH 2O22
BENEFICIAL FILL ASSESSMENT DDYAFTCHECDHN
Mid Atlantic SAMPLE LOCATION MAP JOB NO.: R3710.00
•� ENGINEER CHECK
i 400 WEST MAIN STREET BY: DHN GIS NO.: 3G-R3710.00-EMP2
Engineering &Environmental Solutions DURHAM, NORTH CAROLINA APPROVED
BY: DHN DRAWING NO.: EMP2
REFERENCE: DATA FROM NC ONEMAP. CUT FILL MAP FROM STEWART ENGINEERING.

ATTACHMENT E - RELEVANT PERMITS

North Carolina
Department of Health and Human Services
Division of Public Health
Health Hazards Control Unit
Demolition Notification With Asbestos Removal
Permit #: NC33335
NESHAP #: 65784
Date Issued: 11-03-2021
Removal Start: 11-15-2021
End: 12-10-2021
Owner:
Austin Lawrence Partners
532 East Hopkins Avenue
Aspen, NC 81611
Contact: Austin Hills
Phone: [phone]
Operator:
Transporter:
GFL Environmental Inc
3740 Conquest Drive
Raleigh, NC 27529
Contact: Veronica Lee
Phone: [phone]
Facility: Former South Bank
Location: Main Stairwells & above ceiling tile on 2nd floor
Contact: Austin Hills County: Durham
Address: 400 West Main Street Durham, NC 27701
Size: 75,000 sf # of Floors: 7 Age: 48
Demolition Start: 01-03-2022 Days: M TU W TH F
End: 02-21-2022 Hours: 7:00 AM - 6:00 PM
Inspector:
GARETH M HOFFMANN - #13054
Samples Collected
Removal Contractor:
Trifecta Services Company
3200 Gresham Lake Rd Suite 101
Raleigh, NC 27615-
Contact: Jason Tolar
Phone: [phone]
Contact:
Transporter:
Contact:
Phone:
Supervising Air Monitor:
Work Practices: Containment, Negative Pressure, Bulldozer/Loader
RACM: 10 LF Pipe Insulation; 12000 SF Surfacing Material
Demolition Contractor:
Trifecta Services Company
3200 Gresham Lake Rd Suite 101
Raleigh, NC 27615-
Contact: Jason Tolar
Phone: [phone]
Phone:
Landfill:
Red Rock Disposal
7130 New Landfill Drive
Holly Springs, NC 27540-
Contact: Veronica Lee
Phone: [phone]
Designer:
Signatory: Jason Tolar
Trifecta Services Company 3200 Gresham Lake Rd Suite 101 Raleigh, NC 27615-
Any revisions to this Permit/Notification must be submited to the Health Hazards Control
Unit (HHCU). Waste Shipment Records (WSR) shall also be submitted to the HHCU.
These forms must be submitted, in writing, on a form provided or approved by the HHCU
within the time limits prescribed by the rules governing the HHCU Program. Failure to
submit these forms may result in the initiation of enforcement actions.
Ed Norman
Program Manager, HHCU
NCDHHS - Division of Public Health
1912 Mail Service Center Raleigh, NC 27699-1912
Phone: [phone] Fax: [phone]
REMOVAL PERMITS MUST BE POSTED FOR THE DURATION OF THE PROJECT

ATTACHMENT F - CONSTRUCTION SCHEDULE

THE NOVUS I SUMMARY VIEW I Run Date: 25-Feb-22 Data Date: 24-Jan-22 File
• •
-
•
I
®®.
�
l�llilllhill'llilll�llill'llilll'll'I�I'llhillll�l�llillllilllllll�l'llllilll
l�l�llillllilllllll
THE NOVUS
24,Jan-22
21-Oct-24
697
MILESTONES & INTERFACE
A.
PRIMARY MILESTONES
01-Apr-22
M100 Notice to Proceed
01-Apr-227,7
M500 Building Top Out
23010 Chilled WaterAvailable
M910 Tumover#1, Levels 1-7 Completion (by:5/3124)
y
M920
Tumover#2 Levels 8-18 Completion (by:8/0824)
08Aug-24*
0
M930
Tumover#3 Levels 19-28 Completion (by:102124)
21-Oct-24*
0
M990
Substantial Completion (by:??)
21-Oct-24
0
TURN #1 - Level's 1-7
01-Apr-22
31-May-24
TURN #2 - Level's 8-18
01-Apr-22
08-Aug-24
TURN #3 - Level's 19-28
01-Apr-22
21-Oct24
648
Now
•
•
��
SITE PREP
24,Jan-22
14-Apr-22
9
I I I I I I I I I
�I
EARTHWORK
08-Apr-22
22-Nov-23
UTILI
13�1un-22
20-Oct23
346
STORM DRAIN
13,1un-22
09-Aug-22
41
m
SANITARYSEWER
05,Jul-22
12-Aug-22
29
ID
DOMESTIC WATER
02-Aug-22
30-Sep-22
43
ELECTRICAL
30,Jan-23
l 20-Oct-23
187
®I 1 1
SITE FINISHES
r'1"2-Dec-23
SUB STRUCTURE
17-May-22
17-Mar-23
27ff
FOUNDATIONS
17-May-22
17-Mar-23
212
�I 0
LOWER LEVEL (4 Pours)
29-Jun-22
07-Dec-22
112
PODIUM SUPER STRUCTURE
-Mar-22j_
GROUND LEVEL (4 Pours)
09-Aug-22
04-Jan-23
102
LEVEL 2 (4 Pours)
13Sep-22
29-Dec-22
75
I
LEVEL 3 (4 Pours)
17-Oct22
06-Feb-23
77
I
I
LEVEL 4 (4 Pours)
07-Nov-22
14-Feb-23
68
■
LEVEL 5 (4 Pours)
30-Nov-22
22-Feb-23
59
I N II
LEVEL 6 (4 Pours)
21-Dec-22
02-Mar-23
50
TOWER SUPER STRUCTURE
Jul-23
128
LEVEL 7 (2 Pours)
30--Jan-23
10-Mar-23
30
I I I I I I I 1
LEVEL 8 (2 Pours)
07-Feb-23
20-Mar-23
30
t I'
LEVEL 9 (2 Pours)
15-Feb-23
28-Mar-23
30
I II
LEVEL 10 (2 Pours)
23-Feb-23
05 Apr-23
30
-------------------------------------------------------------------
'll
I
LEVEL 11 (2 Pours)
03-Mar-23
13 Apr-23
30
I I
LEVEL 12 (2 Pours)
13-Mar-23
21 Apr-23
30
I �I I
LEVEL 14 (2 Pours)
21-Mar-23
01-May-23
30
I I
LEVEL 15 (2 Pours)
29-Mar-23
09-May-23
30
I II
LEVEL 16 (2 Pours)
06 Apr-23
17-May-23
30
-------------------------------------------------------------------
I
LEVEL 17 (2 Pours)
14 Apr-23
25-May-23
30
LEVEL 18 (2 Pours)
24 Apr-23
02-Jun-23
29
I I
LEVEL 19 (2 Pours)
02-May-23
09-Jun-23
28
b 'I ; ; ; ; ; ; ; ; ;
I
LEVEL 20 (2 Pours)
10-May-23
16-Jun-23
27
I �I I
LEVEL 21 (2 Pours)
18-May-23
27-Jun-23
28
-------------------------------------------------------------------
I b 1;
LEVEL 22 (2 Pours)
25-May-23
30-Jun-23
26
p l
I
LEVEL 23 (2 Pours)
02-Jun-23
10-Jul-23
26
I Q II
LEVEL 24 (2 Pours)
09-Jun-23
17-Jul-23
26
I I I I I I I I I I I
LEVEL 25 (2 Pours)
16-Jun-23
24-Jul-23
26
DI II
LEVEL 26 (2 Pours)
23-Jun-23
24-Jul-23
21
-------------------------------------------------------------------
I'I
I
LEVEL 27 (2 Pours)
30-Jun-23
24-Jul-23
16
LEVEL 28 (2 Pours)
10-Jul-23
24-Jul-23
11
PENTHOUSE
17 Jul-23
28-Jul-23
10
•:YAM
PODIUM
08-Dec-22
24-May-24
EXTERIOR WALLS
08-Dec-22
22-May-23
116
®'
I I
SOUTH ELEVATION
07 Apr-23
21-May-24
286
I ®I ®I
EAST ELEVATION
19 Apr-23
20-May-24
277
I I I I I I'
NORTH ELEVATION
05-May-23
20Sep-23
96
p❑I®I
WEST ELEVATION
23-May-23
02 Aug-23
50
-------------------------------------------------------------------
ROOF / LEVEL 7
27-Feb-23
24-May-24
318
TOWE
LEVEL 8
14 Apr-23
15-May-23
22
LEVEL 9
24 Apr-23
23-May-23
22
LEVEL 10
02-May-23
01-Jun-23
22
■
LEVEL 11
10-May-23
09-Jun-23
22
r, ■ RemairrngLevel dEffort ♦ ♦ Milestone
Page 1 of
`dkA Level dEffort
Actal Wok
THE NOVUS
+ SAMET
o RernairingWak
Preliminary GMP CPM Schedule
Ccnplol�ATICN
- Critical Remairrng Work
Summary

THE NOVUS I SUMMARY VIEW I Run Date: 25-Feb-22 Data Date: 24-Jan-22 File
• •
I
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•.l�llilllhillllilll�llill'llilll'lll�l'llhillll�l�llillllilllllll�l'llllilll
l�l�llillllilllllll
LEVEL 12
18-May-23
19-Jun-23
22
U
LEVEL 14
26-May-23
27-Jun-23
22
LEVEL 15
06-Jun-23
06-Jul-23
22
LEVEL 16
14-Jun-23
14-Jul-23
22
LEVEL 17
22-Jun-23
24-Jul-23
22
lj]'
LEVEL 18
30-Jun-23
01-Aug-23
22
pl
LEVEL 19
11-Jul-23
09-Aug-23
22
m
LEVEL 20
19-Jul-23
17-Aug-23
22
I m l
LEVEL 21
28-Jul-23
24-Aug-23
20
I
LEVEL 22
-
07-Aug-23
31-Aug-23
19
m
LEVEL 23
-
15-Aug-23
08Sep-23
18
I
I ■
LEVEL 24
-
23-Aug-23
18-Sep-23
18
I I
LEVEL 25
-
31-Aug-23
26-Sep-23
18
I ■I
LEVEL 26
11 Sep-23
04-Oct-23
18
I
LEVEL 27
-
19-Sep-23
12-Oct-23
18
LEVEL 28
27-Sep-23
03-Nov-23
28
pl
ROOF / PENTHOUSE
17-Jul-23
06-Nov-23
80
M 'Od
. • •
•-
�:•
�
IIIII III III IIIIIII
ELEVATORS
-Mar
1 1 1,
BANK 1& 2
16-Oct-23
20-Feb-24
88
I I I I I I I I
BANK 3 & 4
16-Oct-23
27-Mar-24
114
BANK 5 (Hydrolic)
30-Oct-23
29-Dec-23
42
,
BUCKHOIST & TRASH CUTE
21-Dec-22
08-Oct24
4561
ASSEMBLY
21-Dec-22
27-Feb-24
301
I I I III I I II � I I IIII I C I IIII III I
STRUCTURE COMPLETION @ BUCKHOIST
28-Feb-24
26-Mar-24
20
BUILDOUT COMPLETION @ BUCKHOIST
13-Mar-24
08-Oct-24
147
6-Feb-23
01Sep-23
148
,I STAIR 3
06-Feb-23
03-Apr-23
41
®I I I I I I I I I I I I I I I I
STAIR 4
20-Feb-23
17-Apr-23
41
[�
STAIR 1
06-Mar-23
05-Jul-23
86
STAIR 2
05-May-23
01 Sep-23
84
I I I I I I I I I I I I I I 07[ICd I I I I I I I I I I I I I I I I I
INTERIORD•
®
•
19-Jan-23
15-Mar-24
PARKING DECK
03-Mar-23
01-Aug-23
106
LEVEL 1
19-Jan-23
09-Jan-24
247
0'
LEVEL 2
02-Feb-23
19-Jan-24
245
I E 1 01
_
LEVEL 3
21-Feb-23
31-Jan-24
240
Ibl 101 I I I I I I I
LEVEL 4
07-Mar-23
12-Feb-24
238
0 0
LEVEL 5
21-Mar-23
22-Feb-24
236
-------------------------------------------------------------------
I
LEVEL 6
04-Apr-23
05-Mar-24
234
I 0 MOM
LEVEL 7
18-Apr-23
15-Mar-24
232
El U ® I
RENTALS (Lvl 8-20, Tum #2)
WER
i
Elul-24
L 8
02-May-23
27-Mar-24
230
p�I
LEVEL 9
16-May-23
08-Apr-24
228
El 0
LEVEL 10
31-May-23
18-Apr-24
226
El 1 0 1 ®I
LEVEL 11
14-Jun-23
30-Apr-24
224
0'
LEVEL 12
28-Jun-23
10-May-24
222
I E] 1 0 1 II
LEVEL 14
13-Jul-23
22-May-24
220
I 0, ,
LEVEL 15
_
27-Jul-23
04-Jun-24
218
E] 0 I
LEVEL 16
10-Aug-23
14-Jun-24
216
01 tI]
LEVEL 17
24-Aug-23
26-Jun-24
214
I I I I 10 Q ®'
ii LEVEL 18
08Sep-23
09-Jul-24
212
0 T INIM
TOWER CONDOS (Lv121-28, Tum#3)
22-Sep-23T
21 -Oct-24
2jd
LEVEL 19
22-Sep-23
19-Jul-24
210
I
LEVEL 20
06-Oct-23
31-Jul-24
208
I E] E 1®
LEVEL 21
20-Oct-23
12-Aug-24
206
I I I I I I E] 1 0 1
LEVEL 22
03-Nov-23
21-Aug-24
203
ID T ®'
LEVEL 23
17-Nov-23
30-Aug-24
200
I [El 0
LEVEL 24
05-Dec-23
11-Sep-24
197
-------------------------------------------------------------------
I OIb
LEVEL 25
19-Dec-23
20-Sep-24
194
E:]' 0 MIIU:j'
LEVEL 26
04tilan-24
01-Oct-24
191
O NMJN
LEVEL 27
18-Jan-24
10-Oct-24
188
[' d
LEVEL 28
01-Feb 24
21 Oct-24
185
0 I 0 I �I
RemairingLLvdofEffat ♦ ♦ Milestow
Page 2 of 2
AftdLLvelof Bkft
- Actual Wak
THE NOVUS
SAMET
o RemairingWak
Preliminary GMP CPM Schedule
COOLO ATION
- CHcal Remairing Wak
Summary

Note: "Issuance of permit
evidencing compliance with the NC
Building Code may not constitute
compliance with accessibility
requirements under the Federal
Americans with Disabilities Act
(ADA)."
PERMIT NO.:
JOB ADDRESS:
ADDRESS DESCRIPTION:
OWNER:
ARCHITECT:
TYPE OCCUPANCY:
Durham City - County
Building Permit
21105429
DATE ISSUED:
400 W MAIN ST
TYPE PAYMENT:
JURISDICTION:
WELL I LLC
INSPECTOR:
TAX MAP REFERENCE
BUSINESS
TYPE APPLICATION:
To schedule an inspection:
IVR:560-1500
Web: www.durhamnc.gov
11/19/2021
CC
CITY
TODD MILLER [phone]
0821-08-88-2084
DEMOLITION
ESTIMATED COST OF CONSTRUCTION
ZONING:
HD:
BOA:
IP:
CWS:
MTC:
FD:
W P:
DD-C
YES SPR: N
HRF:
LS:
FF:
SB:
YES SP:
AO:
GENERAL........ COST: $100,000.00
PLUMBING....... COST: $0.00
ELECTRICAL..... COST: $0.00
MECHANICAL..... COST: $0.00
OTHER.......... COST: $0.00
TOTAL BUILDING COST: $100,000.00
NUMBER OF BATHS:
0
TYPE OF CONSTRUCTION:
IIB
NUMBER OF BEDROOMS:
0
TYPE OF HEAT:
SET BACK, F:
NUMBER OF ROOMS:
0
TYPE OF ROOF:
LS:
NUMBER OF STORIES:
0
SQ. FT. LAND AREA:
RS:
NUMBER OF UNITS:
0
SQ. FT. FLOOR AREA:
R:
NUMBER OF HANDICAP UNITS:
0
NO PARKING SPACES:
0
HT:
BASEMENT:
NO. HANDICAP PARKING SPACES:
0
TOTAL BUILDING PERMIT: $0.00
JOB DEMOLITION
DESCRIPTION:
CONTRACTOR: TRIFECTA SERVICES COMPANY
1722 TOAL ST
CHARLOTTE NC 28206
STATE LICENSE NO: 75369 - U
PHONE NUMBER: [phone]
To seek review of a decision made by a Department inspector, please contact Wyatt Blalock, Chief Building Inspector, at mobile [phone]
or by e-mail at Wyatt. [e-mail] or Randall Stewart, Building Field Supervisor at mobile [phone] or by e-mail at
[e-mail]. Your questions may be addressed by phone or by e-mail, or you may submit an application for an informal
internal review per GS 160A-412 and GS 153A-352. Applications for an informal internal review are available in our office or on our website at
www.durhamnc.gov.
This permit is hereby granted subject to compliance with the North Carolina State Building Code, the Durham City/County Zoning Ordinance,
and all other applicable state and local laws.

THE NOVUS
ALL ACTIVITIES Run Date: 25-Feb-22 Data Date: 24-Jan-22 File Name: NOVUS-00
Activity ID
Activity Name
Start
Finish
Ong
Dur
Total
Float
1
2
3 4
5
6
7
8
9
10L1112
13
14 15116117118119120121122123124
25126127128129130131132133
34
35
36
37
38 39
40
41
42 43
THE NOVUS
MILESTONESMILESTONES & INTERFACE
PRIMARY
Notice to Proceed
24-Jan-22
21-Oct-24
697
0
♦ Nptice to jpropee�
------
- -------------
I
♦; Building Top Out
------ ------------------------------
♦ Chillei
--
Water Ava ilable
4 Tum6ver41,'Levels 1-7
♦ tumove� #2' Le
♦; Tufno
♦j SuIbste
TQPN#1:DURATION (+
Turn&er
vl 1,-7 j
----- ---
rAv!ailable Tum #1, Lv1 1-1
Skin Complete
♦ Levol 1 Common Area Rei dy,for tumove
♦ Level 1 Retail Shell Space ReedytorTurn
♦'I Level 2 - Units (Ready for Turnover.
Level 3 -Units Ready for Tumover
♦ ;Level 4;- Units Ready for Turn oVer
4. Level $ - units Ready fior tun;ovef
1► Level 6 -I Units Ready for Tun aver
;♦ILevel 7,-Amenities: Ready for Tum
♦' Podium Skin Complete
I Demobilize &I Prep Site f
♦ TNm #t`1 $uckhoi�t Locati
TURN #2 DURA
vl $- 18;----------------- -- --- --- - -- - --
rAv�ailable 1 Tum #2, Ly18 18
♦ L2ve118 - Unitg Re;adyl for Tunlav
♦ Level 9 - Units heady far Tt�n
♦; Level 111 - Units Readyfor Tu
- .
♦ Leve1;11 UnitsReadyfa---
I I + rTumover
♦Level 12 -Units' Ready for 1U
♦I Level 14 -;Units Ready for
Level 15 Units Ready for
♦ ;Level 16 - Units Reedy
--'-- -- --- Units RI--
♦ Level 17 Read
4 Level18-Units'Re
♦ Tuml #2'Buckho
--
mpletion j(by;5/31/24)
els $-18 Completion (by:£
er#3 Lbvel519-28;Compl
ntiai Completiop (qy:?'?)
------ ---
92cd)
over
ver,
r Tu m # 1
n �inis,hes:Reedy for tun
ION (+861;cd)
-- - - - - -- --- -- - - --
r
er
over
I I
mover
Turnover
Ty mover:
or Tu mover
for, Tu mover
dyfortumover
st Lbcation;FinisheB Read
0 A.
0 A•
01-Apr-22
-
.-:
0
0
M100
woo
Building Top Out
21-Jul-23
0
1 53
23010
Chilled WaterAvailable
27-Oct-23
0
0
M910
Turnover #1, Levels 1-7 Completion (by:5/31/24)
31-May-24*
0
0
W20
Turnover #2 Levels 8-18 Completion (by:8/08/24)
08-Aug-24*
0
0
W30
W90
MILESTONESINTERIM
TURN #1 - Level's
T1.999
T1.0110
Turnover#3 Levels 19-28 Completion (by:10/21/24)
21-Oct-24*
0
0
Substantial Completion (by:??)
21-W-24
0
0
—
0
0
TURN #1 DURATION (+792cd)
Ap,
01 Apr-22
01-Apr-22
1-May-24
31-May-24
549 +
792
Garage Ready for
* Dry4rj -Tun 41,
- - ------,---
Perm�anent Pow
• TovAr
Garage Ready for Turnover
01Aug-Aug
0
212
T1.500
Dry -in - Tun #1, Lvl 1-7
01 Aug-23
0
39
T1.510
Permanent PowerAvailable -Turn #1, Lvl 1-7
02Au 23
g-
0
39
T1.530
Tower Skin Complete
06-Nov-23
0
144
T1.0120
Level 1 - Common Area Ready for Turnover
09,Jan-24
0
102
T1.0130
Level 1 - Retail Shell Space Ready for Turnover
09-Jan-24
19,1an-24
31-Jan-24
0
0
0
102
94
86
T1.0210
Level 2 - Units Ready for Turn over
T1.0310
Level 3-Units Ready for Tum over
T1.0410
Level 4 - Units Ready for Tum over
12-Feb-24
0
78
T1.0510
Level 5 - Units Ready for Tumove r
22-Feb-24
05-Mar-24
15-Mar-24
0
0
0
70
62
54
T1.0610
Level 6 - Units Ready for Tum over
T1.0710
Level 7 -Amenities Ready for Turnover
T1.520
Podium Skin Complete
Demobilize & Prep Site for Tu m # 1
30-May-24
21-Ma 24
31-May-24
0
2
7
0
T1.535
T1.540
RN #2 - Level's 8-1
T2.999
T2.500
T2.510
Iru
Tum #1 Buckhoist Location Finishes Ready for Turnover
31-May-24
0
0
TURN #2 DURATION (+861cd)
01 Apr-22
08-Aug-24
861
0
---
♦ QrY4n - Turn #2,
Permanent Flow
I I I I I
------ -- --- --------------------------------------
I
Dry -in - Tun #2, Lv18-18
01Aug-Aug
0
41
Permanent PovmrAvailable - Tum #2, Lvl 8-18
02 Aug-23
0
95
T2.0810
Level 8 -Units Ready for Turn aver
Level 9 - Units Ready for Tumove r
27-Mar-24
0
94
T2.0910
08 Apr-24
0
86
T2.1010
Level 11 - Units Ready for Turnover
18Apr-24
0
78
T2.1110
-
Level11 Units Ready for Turnover
30Apr-Apr
0
70
T2.1210
Level 12 -Units Ready for Tu mover
10-May-24
0
62
T2.1410
Level 14 -Units Ready for Tu mover
22-May-24
0
54
T2.1510
Level 15 - Units Ready for Tu mover
04- Jun-24
0
46
T2.1610
Level 16 - Units Ready for Tu mover
14,Jun-24
0
38
T2.1710
Level 17-Units Read for
Y
26tiJun-Jun
0
30
T2.1810
Level 18- Units Ready for Tumover
09-Jul-24
0
22
T2.540
Tum #2 Buckhoist Location Finishes Ready for Turnover
08-Aug-24
0
0
Ren-anng Level dEffat ♦ ♦ Milestone
AauALevddEffat
Actual Wak
o RernairingWak
Ubcal Remaining Wak
Page 1 of23
THE NOVUS
Preliminary GMP CPM Schedule
All Activities
SWIM
WSAMET
CORPORATION

THE NOVUS
ALL ACTIVITIES
Run Date: 25-Feb-22 Data Date: 24-Jan-22
File Name: NOVUS-00
Activity ID
Activity Name
Start
Finish
Orig
Total
--
Dur
Float
1
2
3 14
5
1 6
7
8
9
10
11
12
13
14 15
16 17
18
19
20
21
22 23
24
25
26
27128
29130
31132
33134
35
36
37
38139
40141
42143
ETF
TURN
648 0
T3.999
TURN #3 DURATION (+935cd)
01 Apr-22
21-0ct 24
935 0
:TURN:
3 QURAT10N '(+935od)
T3.500
in -Turn #3, Lvl 19-28
12-0ct-23
-
0 0
r------i-----
------1-----
---
♦ in -
-
um'#3; Lvl' 198
- --
- ------
T3.510
Permanent PowerAvailable - Turn #3, Lvl 19-28
13-0ct 23
0 0
♦ IPertna
ent IPoMerAvailabl� - TUm #3, Lvl 19-28
T3.1910
Level 19- Units Ready for Tumover
19�1u1-24
0 65
j ♦,Lewel1,9-Qnit$
ady,for,Tur6over
T3.2010
Level 20- Units Ready for Tumover
31-,Ju1-24
0 57
Lhve[20 Unfits
eadyfor TUrnoveri
T3.2110
Level 21 -Units Ready for Tumover
12Aug-Aug
0 49
♦ Level 21 Units
Ready ,forTumover
T3.2210
Level 22 -Units Read for Tu mover
Y
9----,L---i---i-----
21 Au 24
0 42
;---,, - --
-- ---,-------,--
--
♦ Level 22 -Unit
Readrfor+Turnover
T3.2310
Level 23 -Units Ready for Tu mover
30-Aug-24
0 35
♦ Ldvel; 23-Units
Ready fdr TU mover
T3.2410
Level24-Units Ready forTumover
11Sep-Sep
0 28
j♦ ievel2-
nitsjReedyorturr�ovej
T3.2510
Level 25 - Units Ready for Tu mover
20-Sep
0 21
♦I Level 25 -
nits Read; for' Tu rhover
T3.2610
Level 26 -Units Ready for Tu mover
01-0ct-24
0 14
* Lovel 26
- Units Ready for Tq mover
T3.2710
Level 27 - Units Ready for Tu mover
10-Oct-24
0 7
---
♦ Level 2
_--'i---`------ E
Unts Readyfor
T3.2810
Level 28 - Club Ready for Turnover
21-Oct-24
0 0
♦; Level
8 - Club Ready forTurhov
PROCUREMENT
' : •
140 510
• •
��®�
•
®®®
1
00.02.160
Site Demolition
24-Jan-22
10-Mar-22
34 0 $iteberpolition
00.02.220
Obtain LDP
11-Mar-22
31-Mar-22
15 0
0 Obtain L©P
00.02.010
Install Erosion Control Measures (Brown Site)
01 Apr-22
14-Apr-22
10 0N
:Install Erosion Oontrol kbasu
s (Brown Site)',
00.01.100
Mobilization
01Apr-22
07-Apr-22
5 0
1 Mobilization
22-Nov-
112
00.31.190
Drive HPiles Set Lagging
08Apr-22
04-May-22
19 0
Drive; HPiles;/ Set LBgging
00.31.210
Excavate Building
15-Apr-22
11Aby-22
19 0
No Excevate %ilding
00.31.230
Prep Building Pad
12-May-22
18-May-22
5 0
Prep Building Rad
00.31.110
Rough Grading
-Sep-23
27Sep-23
5 112
�j Rough G
ding
00.31.120
Final Grading
9
16-Nov-23
22-Nov-23
5 112
1 Fir
al Grading
STORM DRAIN
13-Jun-22
09-Aug-22
41 460
00.33.100
Storm Structure &Piping
13 Jun-22
25,1u1-22
30 304
�Stprrn',Stnjctu�e &Piping
00.31.240
Install Sand Filter
19-Jul-22
25-Jul-22
5 399
0' Install ISarid Filter
00.33.190
Strom Drain Video
26,1u122
29,1u122
4 399
- p' Strom' - ;- --- - -
Drain Vide
- - -' - -- ;- - - ---
- - -I - - - - - - - - -
- -- - - -- - -
- - -- -- - - -- --- - - - - --
-- --- -- - - -- -- ---
00.33.195
CITY Clearance - Storm Drain
01 Aug-22
03-Aug-22
3 399
1 CITYCIeararice
Storm' Drain
00.33.199
Strom Drain As -Built
04Aug-22
09-Aug-22
4 460
0 Strom DYainAs-
uilt
SANITARYSEWER
05-Jul-22
12 Aug-22
29 457
00.33.005
Sanitary Sewer Dewater/Install
05-Jul-22
01-Aug-22
20 304
;ILI SnitarySewer
-- -
weter/I' nstall
-- -
00.33.095
CITY Clearance - Sanitary
02Au -22
05 Au -22
4 397
CITY Clerance
Santry
I I I
I I I
I I I
I I I
00.33.099
Sanitary SewerAs-Built
08Aug-22
12Aug-22
5 457
1 Sanitary; Sewer
s-guilt
DOMESTIC WATER
02Aug-22
30Sep-22
43 423
00.33.205
Install Domestic Water Main
02 Aug-22
22-Aug-22
15 304
Install porrrest
c Water Main
00.33.275
Pressure Testing
23-Aug-22
29Aug-22
5 366
13 PtessUre Tes
ing
00.33.280
l
Flush Domestic Water Pipe
30-Aug-22
31 Aug-22
2 366
ush; Domes
is Water Pipe
rr_ Rm-airrngLevel dETfat ♦ ♦ Milestom
Page 2 of 23
Adkial Level dEtxat
acr,ai wax
THE NOVUS
'' � �
11111= Rer-iningWax
Preliminary
GMP CPM Schedule
CORPORATION
Cdfical Remaining Wak
All Activities

THE NOVUS
ALL ACTIVITIES Run Date: 25-Feb-22 Data Date: 24-Jan-22 File Name: NOVUS-00
Activity ID
Activity Name
Start
Finish
Orig
Dur
Total
Float
1
2
3 4
5
6
7
8
9
10
11
12
13
14 15
16117
18
19
20121
22123
24
25
26
27128129130131132
33 34
35
36
37
3839
40
41
4243
00.33.285
BAC-TTest ing
01Sep-22
06Sep-22
3
10
366
366
0 �ACJTestirg
O CI' Y Clea
11 Ddmettic
M Domestic
-- -
-------------------F---------------------
- --;-7 - - -i - - -T- - - ------ ---- ----
1 Test Piles
■ Install Micro Piles;
M �/R/PouS Elevator Pits
O Install:LovierLevel Foundations
-- F
` ,TbvgerGan ;---' --
I @ 4undati
1 Waterproof Elevator Pits
0 U/G Electrical Ductbank
1 Erect Ypwer Crane
Install Cohc. Ret
---;---;---' -----'------=
Sackfrll fqr SOG
Waterproof Wall
1 :Badkfill to Grad
1 j Install Fkamr me
M. Install Groun
nce - Domestic Woe r
aterlle4n;
WaterAs-ouilt
7 Build Electrical fault
❑: Site Electrical :to Building:
I ;ELECT;CO Sit2 Elbctrical INSPE
� ELECT 0 firarjsforme
------ -
U/G to
Site Electribal ; Trahsfo
p Site LowVoltage to MDF
0 'ELF1CT'C0: Set Trahsf
O Pull Wire Secondaries
OLE(T QO I$ne
------ -- --. ---
1 ELECT CO Ene
1 IELErCT
1 Site EI
-- ------------------------'
1: Drainage
❑ UG Ele
0 Light Pole
0 :SftE
0 ;In
-
�Install
p
;❑
- - -- - -- - -- - -------- T--------------i-------
n
Rough4n;
iniri Walls
--------------------------------------
/ Fdn Draih Bldg Pedrhet2r minus Vault
Aggregate Piles
Level Fouhdations
ION
Procurement
-
- -- ---
mer Pads
rmer &:Pull' Primary; Wile
to Main; Switchgear
ize, - Tim #2
--- I - -
ize - TWm #1
COI Energize - Turd #3I
ctricalAs-Built
- --
for Maroscape/4andscape
rical/LoW VbltaE0e Routh -in
Bashs
Hardsdape
II Light Poles /;Sitd Lighting00.26.530
--h ----- --- -- ---
Striping & 5igr7ag4 I I I
Site Landscape
Site Fufnishing8 (Bike Racks, Charging; Staltion,
----i-------i- - -- - -- - -- - -------- T----- - -i ---
T
------ -- --- -- ------
---- --
-- --- -- --- -- ---
I I I
Benches, bollards, waste
- - -- ------- --T-- --- --7
T
-- --- -- --- -- ----
00.33.290
CITY Clearance - Domestic Water
07Sep-22
20Sep-22
00.33.295
Domestic Water Tie-in
21Sep-22
23Sep-22
3
423
00.33.299
Domestic WaterAs-Built
26Sep-22
30Sep-22
5
423
ELECTRICAL
00.26.120 Build Electrical Vault
00.26.240 Site Electrical to Building
30,Jan-23
20-Oct-23
10-Mar-23
187
155
30-Jan-23
30
10
123
155
13-Mar-23
24-Mar-23
00.26.140
ELECT CO Site Electrical -INSPECTION
13-Mar-23
14-Mar-23
2
123
00.26.150
ELECT CO Transformer Procurement
15-Mar-23
07,1un-23
60
123
00.26.110
Site Electrical - U/G to TransformerPads
27-Mar-23
21Apr-Apr
20
155
00.27.110
Site Low Voltage to MDF
24-Apr-23
05-May-23
10
207
00.26.130
ELECT CO Set Transformer & Pull Primary Wire
08,Jun-23
14,Jun-23
5
123
00.26.250
Pull Wire Secondaries to Main Switchgear
15tiJun-23
21 tiJun-23
5
123
00.26.020
ELECT CO Energize - Turn #2
02Aug-23
02Aug-23
1
95
00.26.010
ELECT CO Energize - Turn #1
02 Aug-23
02 Aug-23
1
39
00.26.030
ELECT CO Energize - Turn #3
13-Oct-23
13-Oct-23
1
0
00.26.199
Site ElectricalAs-Built
16-Oct-23 20-0ct-23
e -23 22-
21 Sep-23 22-Dec-23
21Sep-23 27-Sep-23
28Sep-23 11-Oct-23
5
155
ALL AREAS
00.33.620 Drainage for Hardscape/Landscape
00.26.210 UG Electrical/Low Voltage Rough -in
65
112
5
112
10
112
00.26.220 Light Pole Bases
12-Od-23
18-Od-23
5
112
00.32.220 Site Hardscape
19-Oct-23
15-Nov-23
20
112
Install Light Poles /Site Lighting
09 Nov-23
15-Nov-23
5
137
00.32.570 Install Striping & Si na a
16-Nov-23
01-Deo-23
10
117
00.32.400 Site Landscape
27-Nov-23
22-Dec-23
20
112
00.32.650 Site Furnishings (Bike Racks, Charging Station, Benches, bollards, waste, .el
SUB STRUCTURE
FOUNDATIONS
100.31.000 Test Piles
04-Deo-23
15-Deo-23
10
117
17-Ma
17-May-22
17-Mar-
17-Mar-23
18-May-22
31 Way-22
ra
212
7
247
17-May-22
19-May-22
2
8
0
0
100.31.020
Install Micro Piles
100.03.030
F/R/Pour Elevator Pits
01-Jun-22
07-Jun-22
5
18
100.03.010
Install Lower Level Foundations
01,Jun-22
28-Jun-22
20
3
100.03.320
Tower Crane Foundation
01-,Jun-22
14-Jun-22
10
0
100.07.010
Waterproof Elevator Pits
15,Jun-22
16,Jun-22
2
13
100.26.010
U/G Electrical Ductbank Rough4n
15-,Jun-22
21-Jun-22
5
30
100.03.330
Erect Tower Crane
15,Jun-22
17,Jun-22
3
0
100.03.020
Install Conc. Retaining Walls
20-Jun-22
01 Aug-22
30
0
100.31.040
Backfill for SOG
07- Jul-22
03-Aug-22
20
0
100.07.020
Waterproof Walls
08,Jul-22
04Aug-22
20
17
100.31.030
Backfill to Grade / Fdn Drain Bldg Perimeter minus Vault
09-Aug-22
15-Aug-22
5
0
100.31.010
Install Rammed Aggregate Piles
12Aug-22
I 18Aug-22
1 5
1 0
l
100.31.40
Install Ground Level Foundations
16-Aug-22
29-Aug-22
10
0
Remairrns Level d Effat ♦ ♦ Milestone
AauALevel dEffat
Actual Wak
11111= Ren-aningWak
lllllllllllllllllllllllll� Crifical Remaining Wak
Page 3 of 23
THE NOVUS
Preliminary GMP CPM Schedule
All Activities
AWSAMET
CORPORATION

THE NOVUS
ALL ACTIVITIES Run Date: 25-Feb-22 Data Date: 24-Jan-22 File Name: NOVUS-00
Activity ID
Activity Name
Start
Finish
Orig
Dur
Total
Float
1
2
3 4
5
6
7
8
9
10
11
12
13
14 15
16 17
18
19
20
21
22 23
24
25
26
27
28
29 30
31
32
33 34
35
36
37
38 39
40141
42 43
100.31.035 Backfill to Grade / Fdn Drain at Vault
LOWER LEVEL (4 Pours)
13-Mar-23
17-Mar-23
5
247
271
LII MVPbur Colrimn
ON, F/�JPqur $heir
Form & Reber IDeck
---, --- ------
IwEP,Slepve$/ Embeds
0 Four INSPECTION
Place D2ck (Abc
1 ;P/TZIabs /;Stri
j I jRe
--------------
0 Un
Q Ir
p F7RtPour
� F/R1Pour, Co
ME] F/R/Pour Sh
F-1 Form & Rebar
0 MEP Sleeves
O Pour INSPECTION
--
* place Dgck
1 P/T Slebs
F
: ■
- ---- ---- ---- --------------
11
No �/R/pour
F/R/Pour
-------------------------- �- -p--------4--�c4(
0 &
MEP Sleeves
M ;Pour IN
0 Place
1 P/T Slabs
----- -
I
FyR/
■ F%R/
■ Form
--'
j j j MEP
;
Pour
Pla
1 P/T
0 BaCkfill;to Cyrac#e / Fdn ;Drain at Va
-Lb
ails:- L
YAbbve; Ground SOD) 'LO
Ab v d SOD-7---
pe Ground --;-- ---
(Above, :Ground: SOD) -:L0
ve, ;Gro'und SOD) -;LO
/ Reshore;- LO
ovg Rgshgres'; LO
erslab Plutnbirig Rou�h4ri - L0
stall Vapor Sarver; LO
SOG 'LO
umrts -;L1 j j
ar Walls - L1
Qeckl (Above', 1-2I SOD) - IL1
/ imbeds (Above, L2SOD) -'L1
I(Abbve,l L2 ;SOD) - L1
--- --- - '----
(Abpve; �) - �1 j
Strip / Reshore - L7
ZemoveReShores;L1I
Underslab:Plumbing Rough -in'- L1
Underslab Electrical Rough -in -I L1
---- ---
Ingtall --,-- -a r
Vapor $ rrle ',L1 I I
F✓R/Pouf SOG - L1
Columns 12'
Shear Walls - IL2
Re ar A 4ove- L3 SOD) '------------
/ Embeds (Above, L3 SOD), L2
PFTCTION:(Abpvej L31SOp) - 1-2 j
dd(Above; L3' SOP) -'L2
l Strip / Reshore - L2
Rgmgve s,- - - �- - -
� ports2--,-------,--------------
our,Coqumr)s - L3
ourShear Walls - L3
& Rebar Deck (Abbve,l L4 SOD) - L3
--------dsjAbt-- -
Sleeve$ / FTmbg ( pve,j L4 ',SO0) - I-3
INSPECTION (Yabof✓e, L4 SOD) - L3
Deck (Above, L4 50Q) - L3
lams / Strip / keshbre L3
It I
---,--- , --- ----
--
------------ -- --- -- --- --
; ;
--------------------------------------
I I I I I I
------ - - -- -,----- --- -- -, -- --- -- - - -,--
--------------- ---r ----- ----,
- --- -- --- --
-- --- -- --- -- ---
-- ------ --- -- ---
------ ------- --------
I I I
-- - - -, -- --- -- - - -,
-- --- -- ---
;
29- Jun-22
07-Dec-22
112
100.03.110
F/R/Pour Columns - LO
29,Jun-22
27,Jul-22
20
3
100.03.120
F/R/Pour Shear Walls - LO
29- Jun-22
27-Jul-22
20
3
100.03.130
Form & Rebar Deck (Above, Ground SOD) - LO
11,Jul-22
05Aug-22
20
0
100.26.110
MEP Sleeves/Embeds(Above,GroundSOD)-LO
11-Jul-22
05-Aug-22
20
0
100.03.140
Pour INSPECTION (Above, Ground SOD) - LO
19,Jul-22
08Aug-22
15
0
100.03.145
Place Deck (Above, Ground SOD) - LO
19- Jul-22
08-Aug-22
15
0
100.03.300
P/T Slabs /Strip /Reshore LO
09 Aug 22
15-Aug-22
5
335
100.03.310
Remove Reshores - LO
14-Nov-22
14-Nov-22
1
271
100.22.010
Underslab Plumbing Rou hen - LO
9 9
15-Nov-22
21-Nov-22
5
271
100.03.040 Install Vapor Barrier - LO
100.03.050 F/R/Pour SOG - LO
ODIUM SUPER STRUCTUR
GROUND LEVEL (4 Pours)
22-Nov-22
30-Nov-22
5
271
01-Dec-22
07-Dec-22
5
271
09-Aug-22
04-Jan-23
102
42
101.03.110
F/R/Pour Columns - L1
09Au 22
g
06Se 22
p-
20
0
101.03.120
F/R/Pour Shear Walls - L1
09-Aug-22
06Sep-22
20
0
101.03.130
Form & Rebar Deck (Above, L2 SOD) - L1
12Aug-22
09Sep-22
20
0
101.26.110
MEP Sleeves / Embeds (Above, L2 SOD) - L1
12Aug-22
09Sep-22
20
0
101.03.140
Pour INSPECTION (Above, L2 SOD) - L1
22 Aug-22
12Sep-22
15
0
101.03.145
Place Deck (Above, L2 SOD) - L1
22Aug-Aug
12Sep-Sep
15
0
101.03.300
P/T Slabs / Strip / Reshore - L1
13Sep-22
19Sep-22
5
97
101.03.310
Remove Reshores-L1
07-Deo-22
07-Deo-22
1
42
101.22.010
Underslab Plumbing Rough4n - L1
08-Dec-22
19-Dec-22
8
42
101.26.010
Underslab Electrical Rough -in - L1
08-Deo-22
20-Dec-22
28-Deo-22
14-Deo-22
27-Dec-22
04,Jan-23
5
5
5
45
42
42
101.03.040
Install Vapor Barrier - Li
101.03.050 F/R/Pour SOG - L1
LEVEL 2 (4 Pours)
102.03.110 F/R/Pour Columns - L2
102.03.120 F/R/Pour Shear Walls - L2
13Sep-22
29-Dec-22
75
55
13Sep-22
10-Oct-22
20
0
13Sep 22
10-0ct 22
20
0
102.03.130
Form & Rebar Deck Above, L3 SOD L2
( )-
16Se 22
p
13-Oct-22
20
0
102.26.110
MEP Sleeves / Embeds (Above, L3 SOD) - L2
16Sep-22
13-0ct-22
20
0
102.03.140
Pour INSPECTION (Above, L3 SOD) - L2
26Sep-22
14-Oct-22
15
0
102.03.145
Place Deck (Above, L3 SOD) - L2
26Sep-22
14-Oct-22
15
0
102.03.300
P/T Slabs / Strip / Reshore - L2
17-Oct-22
21-Oct-22
5
101
102.03.310
Remove Reshores - L2
29-Deo-22
29-Deo-22
1
55
LEVEL 3 (4 Pours)
103.03.110 F/R/Pour Columns - L3
17-Oct-22
06-Feb-23
77
214
17-Oct-22
17-Oct-22
01-Nov-22
01-Nov-22
12
12
0M
0
103.03.120
F/R/Pour Shear Walls - L3
103.03.130
Form & Rebar Deck (Above, L4 SOD) - L3
19-Oct-22
03-Nov-22
12
0
103.26.110
MEP Sleeves / Embeds (Above, L4 SOD) - L3
19-Oct-22
03-Nov-22
12
0
103.03.140
Pour INSPECTION (Above, L4 SOD) - L3
25-Oct-22
04-Nov-22
9
00
103.03.145
Place Deck (Above, L4 SOD) - L3
25-Oct-22
04-Nov-22
9
0
103.03.300
P/T Slabs / Strip / Reshore - L3
07-Nov-22
11-Nov-22
5
271
RemanTLevel dEffat ♦ ♦ Milestone
AdkA Level d Eff rt
Actual Walk
Walk A
110= RermingWak
Utcal Remaining Wak
Page 4 of 23
THE NOVUS
Preliminary GMP CPM Schedule
All Activities
rSAMET
CORPORATION

THE NOVUS
ALL ACTIVITIES Run Date: 25-Feb-22 Data Date: 24-Jan-22 File Name: NOVUS-00
Activity ID
----
Activity Name
Start
Finish
Orig
Dur
Total
Float
1
2
311141115
6
7
8
9
10
11
12
13
14115
16117
18
19
20121
22123
24
25
26
27
28
29 30
31
32
33 34
35
36
37
38139
40141
42143
103.03.310 Remove Reshores - L3
LEVEL 4 (4 Pours)
06-Feb-23
07-Nov-22
06-Feb-23
1
39
■ ; F/
j ■ : F/
M: Form
■: MEP
■ Pour
■ Place:
■
■
N
0
; ■
■
a
IN
---------
r
--- -- -- -
-i -- -----------'---' -- ----
,
:1 Remove,' Reshores - L3 I
Pdur Colummns - L#
Pqur $heir Walls:- L4
& Rebalr Deck (i boVe, L5 SOD) - L4
Sleeves: / Embeds (,Above, 1-5 SOD) - L4
INSPECTION Above, L5 SOD):- L4
Deck (Above, L5 SOD) - L4
/T $labs / $trip', / Rgshgre 14
I 'Remove Reshores, L4
-
F/R/Po ur Columns L L5'
F/R/Pour Shear Walls L5
Form 4 Re;bar;De* (Abovq, L6 SOD),L L5,
MEP Sleeves / Embeds (Above, L6 SOD):- L
Pour INSPECTION (Above, L6 SQD) -I L5
Place Deck (Above, L6 SOD) L6
Pff Slabs / Strip / Reshola - L5
I I RE move Ieshoreg L5
F/R/Pciur columnsl- L6
-------L-----I------ J ------
F1R1P6ur Shear Walls L L6
F/R/Pour Pool; Hat Tub, etc (AboVe, L7
Form Rgba� Deck (Above, (7 SOD) - L13
MEP Sleeves:/ Embeds (Above, L7 SOD)
Pour jNSPE&ION (Above, L7 SOD):'- L
-- - --- --- ----
Place: Deck Above, L7 SOD);- L6
P(T Slabs / Strip I/ R2shdre -:L6
I F�emove keshorgs - L6
- FVR/Pour,Column ---
+ - -s - L7
1 F/R/Flour Shear Walls - L'7
1 Form & Rebar Deck (Above,: L8 SOD) - 1.7
jl MEP: Sleeve$ /mbgds'(Abpve; L8 ;SO)7
I Pour INSPECTION (Above,:L8 SOD) -1.7
I Placb Dock (Abgve,;L8 SOD) 47
:1 'P/T Slabs /:Strip / Reshore:- Ly
I Remove Re8hotes; L7;
:I F/R/Poulr Cdlumins ; L8
------'- -,--- Walls _ ---;-----;---
rShear
1 F/R/Pou L8
: 1 Form &' Rebar Deck (Above, L9 SOD)
: I IMEP Sleeves / Embeds (Above, L9 S
-- -- --
SO D) - L6
- L6
--- - --------- - -- - -- -- ---
--
---; ---; --
L8
D) ; L8;
--
-- --- -- --- -- ---
------ ------ --
14-Feb-23
68
43
104.03.110
F/R/Pour Columns - L4
07-Nov-22
22-Nov-22
12
0
104.03.120
F/R/Pour Shear Walls - L4
07-Nov-22
22-Nov-22
12
0
104.03.130
Form & Rebar Deck (Above, L5 SOD) - L4
09-Nov-22
28-Nov-22
12
0
104.26.110
MEP Sleeves / Embeds (Above, L5 SOD) - L4
09-Nov-22
28-Nov-22
12
0
104.03.140
Pour INSPECTION Above, L5 SOD L4
15-Nov-22
29-Nov-22
9
0
104.03.145
Place Deck (Above, L5 SOD) - L4
15-Nov-22
29-Nov-22
9
0
104.03.300
PIT Slabs / Strip / Reshore - L4
30-Nov-22
06-Deo-22
5
42
104.03.310
Remove Reshores - L4
14-Feb-23
14-Feb-23
1
43
LEVEL 5 (4 Pours)
105.03.110 F/R/Pour Columns - L5
105.03.120 F/R/Pour Shear Walls - L5
30-Nov-22
22-Feb-23
15-Dec-22
59
47
30-Nov-22
12
0
30-Nov-22
02-Deo-22
15-Dec-22
19-Deo-22
12
12
0
0
105.03.130
Form & Rebar Deck (Above, L6 SOD) - L5
105.26.110
MEP Sleeves / Embeds (Above, L6 SOD) - L5
02-Dec-22
19-Dec-22
12
0
105.03.140
Pour INSPECTION (Above, L6 SOD) - L5
08-Deo-22
20-Deo-22
9
0
105.03.145
Place Deck (Above, L6 SOD) - L5
08-Dec-22
20-Dec-22
9
0
105.03.300
PIT Slabs / Strip / Reshore - L5
21-Deo-22
28-Deo-22
5
55
105.03.310
Remove Reshores - L5
22-Feb-23
22-Feb-23
1
47
LEVEL 6 (4 Pours)
21-Deo-22
02-Mar-23
50
51
106.03.110
F/R/Pour Columns - L6
21-Dec-22
19-Jan-23
20
0
106.03.120
F/R/Pour Shear Walls - L6
21-Dec-22
19- Jan-23
20
0
106.03.125
F/R/Pour Pool, Hot Tu b, etc (Above, L7 SOD) - L6
23-Deo-22
23,Jan-23
20
1
106.03.130
Form & Rebar Deck (Above, L7 SOD) - L6
29-Dec-22
26- Jan-23
20
0
106.26.110
MEP Sleeves / Embeds (Above, L7 SOD) - L6
29-Deo-22
26,Jan-23
20
0
106.03.140
Pour INSPECTION (Above, L7 SOD) - L6
30-Dec-22
27- Jan-23
20
0
106.03.145
Place Deck Above, L7 SOD L6
( )-
30-Deo-22
27�Jan-23
20
0
106.03.300
P/T Slabs /Strip /Reshore L6
30tiJan-23
03-Feb-23
5
39
106.03.310
Remove Reshores - L6
02-Mar-23
02-Mar-23
1
51
10-Mar-23
31-Jan-23
30
46
LEVEL 7 (2 Pours)
107.03.110
F/R/Pour Columns - L7
F/R/Pour Shear Walls - L7
30-Jan-23
30-Jan-23
2
0
0
107.03.120
30- Jan-23
31- Jan-23
2
107.03.130
Form & Rebar Deck (Above, L8 SOD) - L7
01-Feb-23
03-Feb-23
3
0
107.26.110
MEP Sleeves / Embeds (Above, L8 SOD) - L7
03-Feb-23
03-Feb-23
1
0
107.03.140
Pour INSPECTION (Above, L8 SOD) - L7
06-Feb-23
06-Feb-23
1
0
107.03.145
Place Deck (Above, L8 SOD)- L7
06-Feb-23
06-Feb-23
1
0
107.03.300
PIT Slabs / Strip / Reshore - L7
07-Feb-23
13-Feb-23
5
43
107.03.310 Remove Reshores L7
LEVEL 8 (2 Pours)
108.03.110 F/R/Pour Columns - L8
108.03.120 F/R/Pour Shear Walls - L8
10-Mar-23
10-Mar-23
20-Mar-23
08-Feb-23
1
30
2
46
07-Feb-23
28
0
07-Feb-23
07-Feb-23
08-Feb-23
2
0
108.03.130
Form & Rebar Deck (Above, L9 SOD) - L8
09-Feb-23
13-Feb-23
3
0
108.26.110
MEP Sleeves / Embeds (Above, L9 SOD) - L8
13-Feb-23
13-Feb-23
1
0
rrrra RerrarrngLevel dEffat ♦ ♦ Milestone
AdaALevel dEff't
I- Actual Wak
11111= RernairingWak
I- Ubcal Remaining Wak
Page 5 of 23
THE NOVUS
Preliminary GMP CPM Schedule
All Activities
rSAMETI
CORPORATION

THE NOVUS
ALL ACTIVITIES Run Date: 25-Feb-22 Data Date: 24-Jan-22 File Name: NOVUS-00
Activity ID
Activity Name
Start
Finish
Orig
Dur
Total
Float
1
2
3 4
5
6
7
8
9
1all
13
14 15
16
17
18
tj
22 23
24
25
26
27
28
29 30
31
32
33 34
35
36
37
38 39
40
41
42 43
108.03.140
Pour INSPECTION (Above, L9 SOD) - L8
Place Deck (Above, L9 SOD) - L8
P/T Slabs / Strip / Reshore - L8
P
14-Feb-23
14-Feb-23
1
1
0
0
1
1---, .
---I-
I I
r -
---, ----
---_-
1 (Pour INSPFCTION;(Above; L91SOp)-
1 Place deck: (Above; L9' SOD) -'L8
-- I - - -,-
1 P/T Slabs Y Strip /;Reshore - L
P 8
I j Re'rno�e Reshpres, - L$
I FIR/Pour Columns;- L9
1 F/FVPo'ur Shear Walls - L9
--, ,- -
1 Form & Rebar DeCk Above, L10 SO
(
1, M�P $leeyes l Errtbejs (Above, (10
1Pdur INSPECTION (Above, L10 SOD
1 ', Place peck (A)ove, Ll 0 SOD) - L9
1 P%T Slabs / Strip ! Reshore - L9
I; Remove Reshores - L'9
I' F/R/Pbur Colulmn� - L10
I F/R/Ppur shear Wallsl- L10
1 Form'& F4ebar Deck (Above, L11 :SO
I MEP Sleeves / Embeds (Above, ;L11
I Pbur',INSpE�TION (Above, 411 $O
I Place Deck (Above, L11 SOD) - L10
1 P/T Slabs /Strip / Reshore ; L10
:1 IRemove'Reshores -:L10'
1 �/RtPour Coum6s -1-11
I F/R/Pouf Shear Walls - L11
1 Fomi & Rebar Qeck',(Abpvej 1_12 SOD)
I MEO Sleeves / imbeds: (Above; L1
( L12S
I PouYINSPECTION Above,
I OIage Dick '(Above,', L1 Floor) - L1
1 P/T Slabs A Strip / Reshorel- L11
I (Remove Reshores L11
1 F/R/Po6r Cblurrins + L12
1 jF/WPo�r Shear Walls -11
1 :Form & Rebar Deck (Above, L14
I MEP Sleeves /;Embeds (Above, L
1: Pour INSPECTION (Above, L1:4 SOD)'-
( OD)-L
I Place Deck Above, L14 SOD)
Ij P/TSlabs/ Sirip / Reghoro - 412
I Remove %shores - L12
1: F/F>/Pour Columns - L14
I F/R/Pdur Sheer Walls; L1 4
1: Form j& Robal- Dealk (Above, (15
8
-
-- 9 ,-- - -- --
) - L I I I
SOO) - L9
- L9
) - L10
SOD) -;L10 T
) -1 10 j
- ------ ----- -- -- ---- -- -- --
L11
2 SOD) j- L11
--------- T ;
D)-IL11;
OD) - L12
14 SOD) - L12
L12
T ---- ---,-
2
SOO) - 1�14',
--
- -- - -- --
I I I
--
----------------- --
108.03.145
108.03.300
14-Feb-23
14-Feb-23
15-Feb-23
21-Feb-23
5
47
108.03.310
Remove Reshores - L8
20-Mar-23
20-Mar-23
1
18
LEVEL 9 (2 Pours)
109.03.110 F/R/Pour Columns - L9
15-Feb-23
28-Mar-23
16 Feb 23
30
32
15-Feb-23
2
0
109.03.120
F/R/Pour Shear Walls - L9
15-Feb-23
16-Feb-23
2
0
109.03.130
Form & Rebar Deck Above, L10 SOD L9
( )-
17-Feb-23
21-Feb-23
3
0
109.26.110
MEP Sleeves / Embeds (Above, L10 SOD) - L9
21-Feb-23
21-Feb-23
1
0
109.03.140
Pour INSPECTION (Above, L10 SOD) - L9
22-Feb-23
22-Feb-23
1
0
109.03.145
Place Deck (Above, L10 SOD) - L9
22-Feb-23
22-Feb-23
1
0
109.03.300
P/T Slabs / Strip / Reshore - L9
23-Feb-23
01-Mar-23
5
51
109.03.310
Remove Reshores L9
28-Mar-23
28-Mar-23
1
18
LEVEL 10 (2 Pours)
23-Feb-23
05 Apr-23
30
27
110.03.110
F/R/Pour Columns - L10
23-Feb-23
24-Feb-23
2
0
110.03.120
F/R/Pour Shear Walls - L10
23-Feb-23
24-Feb-23
2
0
110.03.130
Form & Rebar Deck (Above, L11 SOD) - L10
27-Feb-23
01-Mar-23
3
0
110.26.110
MEP Sleeves / Embeds (Above, L11 SOD) - L10
01-Mar-23
01-Mar-23
1
0
110.03.140
Pour INSPECTION (Above, L11 SOD) - L10
02-Mar-23
02-Mar-23
1
0
110.03.145
Place Deck (Above, L11 SOD) - L10
02-Mar-23
02-Mar-23
1
0
110.03.300
P/T Slabs / Strip / Reshore - L10
03-Mar-23
09-Mar-23
5
46
110.03.310
Remove Reshores - L10
05-Apr-23
05-Apr-23
1
18
LEVEL 11 (2 Pours)
03-Mar-23
13Apr-23
30
0
111.03.110
F/R/Pour Columns - L11
03-Mar-23
06-Mar-23
2
0
111.03.120
F/R/Pour Shear Walls - L11
03-Mar-23
06-Mar-23
2
0
111.03.130
Form & Rebar Deck (Above, L12 SOD) - L11
07-Mar-23
09-Mar-23
3
0
111.26.110
MEP Sleeves / Embeds (Above, L12 SOD) - L11
09-Mar-23
09-Mar-23
1
0
111.03.140
Pour INSPECTION Above,L12SOD L11
( )-
10-Mar-23
10-Mar-23
1
0
111.03.145
Place Deck (Above, L12 Floor) - L11
10-Mar-23
10-Mar-23
1
0
111.03.300
P/T Slabs / Strip / Reshore - L11
13-Mar-23
17-Mar-23
5
18
111.03.310
Remove Reshores - L11
13Apr-23
13Apr-23
1
0
LEVEL 12 (2 Pours)
13-Mar-23
21 Apr-23
30
18
112.03.110
F/R/Pour Columns - L12
13-Mar-23
14-Mar-23
2
0
112.03.120
F/R/Pour Shear Walls - L12
13-Mar-23
14-Mar-23
2
0
112.03.130
Form & Rebar Deck (Above, L14 SOD) - L12
15-Mar-23
17-Mar-23
3
0
112.26.110
MEP Sleeves /Embeds (Above, L14 SOD) - L12
17-Mar-23
17-Mar-23
1
0
112.03.140
Pour INSPECTION (Above, L14 SOD) - L12
20-Mar-23
20-Mar-23
1
0
112.03.145
Place Deck Above, L14 SOD L12
( )-
20-Mar-23
20-Mar-23
1
0
112.03.300
P/T Slabs / Strip / Reshore - L12
21-Mar-23
27-Mar-23
5
18
112.03.310
Remove Reshores - L12
21Apr-23
21-Apr-23
1
18
LEVEL 14 (2 Pours)
114.03.110 F/R/Pour Columns - L14
114.03.120 F/R/Pour Shear Walls - L14
21-Mar-23
01-May-23
22-Mar-23
30
2
18
21-Mar-23
1 01
21-Mar-23
22-Mar-23
2
0
114.03.130
Form & Rebar Deck (Above, L15 SOD) - L14
23-Mar-23
27-Mar-23
3
0
r� RemaiNngLevel dETfat ♦ ♦ Miiesrone
AauALevel dBbft
Actual Wak
11111= Ren-airrngWak
Ubcal Remaining Wak
Page 6 of 23
THE NOVUS
Preliminary GMP CPM Schedule
All Activities
MSAMET
CORPORATION

THE NOVUS
ALL ACTIVITIES Run Date: 25-Feb-22 Data Date: 24-Jan-22 File Name: NOVUS-00
Activity ID
Activity Name
Start
Finish
O rig
Dur
TotalM34J
Float
1
7
8
9
1M011
12
13
14 15
16 17
18
19
20
21
22 23
24
25
26
27
28
29 30
31
32
33 34
35
36
37
38 39
40
41
42 43
114.26.110
MEP Sleeves /Embeds (Above, L15 SOD) - L14
27-Mar-23
28-Mar-23
27-Mar-23
1 0
1 0
--
j
----'
j j j
- ---- -
-
---------------------------------------
-- -' - - -'------ - - -
----,--- - --- --- -- ---'- --------------------
-------------
,
--------
I MFP Sleeves;/ Embeds (Above,
I: Pour INSPECTION (above, Lj15
II Place: Deck (above, L'15 SOD) - 1.
/T lab' / tri '/ � re -�L1
P $ p sho
1 Remove Reshores - L14
F/R/Pour Column's - L15
1 F/R/Pbur Shear Wallg - L15
---- --- -� -- Q
M orm&Fkeb'r 'ck Ab ve,;L1
I MEPiSleeves / Embbds CAbbve,
1 Pour, IN,9PE&ION (Above, 1�16
1 Place Deck (Above, L16' SOD) -
1 P/T;Slabs / Strip / Reshore-'; L1
---'
Shores-',L1$
I Ike ove; Re --
;1 F/R/Pour Columns -;L16,
1 F/R/Pour Shear Walls - L16
1 Forrh & IRebar Deck (Above L17
-------------------------------------------
j I MEIN Slpev4s / Embeds (Ag, ov
I 'PorJr INSPEC1110N I(Abbve; L1
1 (Place Deck;(Abovej L17 SOD)
1 P/T Slabs 1, Strip / Reshore - L
I ;Remove Reshoresl- L116
- -- - - - - -- - -- -- --- -- ------- -- - - -----
0 F/R/Pour Columns L1I7
0 F/F2/PoUr Shear Walls ; L17
0 Foim $ Rebar'Deok (Above, L
I MEP Sleeves / Embeds (Abo
------- ----- -----a--,------
I Po r INSP CIiO ov L18
I Pldce Deck (Abovd, L18 SOD
1, PT Slabs / Strip t. Reshor.e - 1.17
1: Remove Reshores - Lj17
mn L'
IF/I2/PQur Oolu, - 4 8 j
I' F/RJ%ur Shebr Walls- L18
0', Fgnn & R�bar Dick (Above,
I MPP Sleeves/Embeds (Ab
I Pbur INSPECTION (Above,
Pace, Gk ( bo , 19
M De- Above, 419 60
1 P/T Slab's / Strip;/ Reshore
1 Remove Reshore's - L18
I FffPourlCoIumrls - L19
------- - ---- ,Sh I---
1 F0Pours - �19
15 (SOD) -1-14
OD) - L14 '
14
--------------- -- --- -- --- --
---------------------------- ------ --
SO,D)�L1 j
L16 SOD) ; L15
SOD) - L151
L15'
--' ----- - ' --
- - - - - ---
SOD);- L116
------------------------------------- - - - - --
L1';7 SOD), - Ll6
SOD) L16
L16
6 '
----- - - - ---- - - - - -- F -- --- T - - - - -- --
18 SOd) - L'17
e, L18 SOD) - L' 17
y---I- --
SOD L 7
- L17
- --- --
19 SOD) - L181
e, L19 SOD) -;L18
19 SOD) - L18
------------------ -- --- -- ------
) 418
L18
---- --- -- --
-- --- -- --- -- ---
j
------ -- --- -- ---
j
-- --- -- --- -- ----
------------------- -----
- - - - -- F -- --- T -- ---
-- --- -- --- -- ---
-- --- -- --- -- ----
114.03.140
Pour INSPECTION (Above, L15 SOD) - L14
28-Mar-23
114.03.145
Place Deck (Above, L15 SOD) - L14
28-Mar-23
28-Mar-23
1
0
114.03.300
-
P/T Slabs / Strip / Reshore L14
29-Mar-23
04 Apr-23
5
18
114.03.310
Remove Reshores - L14
01-May-23
01-May-23
1
18
LEVEL 15 (2 Pours)
115.03.110 F/R/Pour Columns - L15
115.03.120 F/R/Pour Shear Walls - L15
29-Mar-23
09-May-23
30-Mar-23
30-Mar-23
30
18
29-Mar-23
2
0
29-Mar-23
2
0
115.03.130
Form & Rebar Deck Above, L16 SOD L15
( )-
31-Mar-23
04 r-23
Ap
3
0
115.26.110
MEP Sleeves /Embeds (Above, L16 SOD) - L15
04Apr-23
04Apr-Apr
1
0
115.03.140
Pour INSPECTION (Above, L16 SOD) - L15
05-Apr-23
05 Apr-23
1
0
115.03.145
Place Deck (Above, L16 SOD) - L15
05Apr-23
05Apr-23
1
0
115.03.300
P/T Slabs / Strip / Reshore - L15
06-Apr-23
12 Apr-23
5
0
115.03.310
LEVEL 16 (2 Pours)
116.03.110
116.03.120
Remove Reshores - L15
09-Ma 23
Y
09-Ma 23
Y-
17-May-23
07-Apr-23
1
30
2
18
06-Apr-23
06Apr-23
18
F/R/Pour Columns - L16
18
F/R/Pour Shear Walls - L16
06-Apr-23
07 Apr-23
2
18
116.03.130
Form & Rebar Deck (Above, L17 SOD) - L16
10Apr--23
12Apr-23
3
18
116.26.110
MEP Sleeves / Embeds (Above, L17 SOD) - L16
12 Apr-23
12 Apr-23
1
18
116.03.140
Pour INSPECTION (Above, L17 SOD) - L16
13Apr-Apr
13Apr-Apr
1
18
116.03.145
Place Deck (Above, L17 SOD) - L16
13-Apr-23
13 Apr-23
1
18
116.03.300
P/T Slabs / Strip / Reshore - L16
14-Apr-23
20 Apr-23
5
18
116.03.310
Remove Reshores - L16
17-May-23
17-May-23
1
18
LEVEL 17 (2 Pours)
117.03.110 F/R/Pour Columns - L17
117.03.120 F/R/Pour Shear Walls - L17
14-Apr-23
25-May-23
30
18
14Apr-23
17Apr-23
2
18
14-Apr-23
17 Apr-23
2
18
117.03.130
Form & Rebar Deck (Above, L18 SOD) - L17
18Apr-23
20Apr-23
3
18
117.26.110
MEP Sleeves / Embeds (Above, L18 SOD) - L17
20-Apr-23
20 Apr-23
1
18
117.03.140
Pour INSPECTION Above, L18 SOD L17
( )-
21 r-23
21 r-23
1
18
117.03.145
Place Deck (Above, L18 SOD) - L17
21 Apr-23
21 Apr-23
1
18
117.03.300
PR Slabs /Strip /Reshore - L17
24Apr-23
25-May-23
24-Apr-23
24-Apr-23
28Apr-23
25-May-23
5
1
18
18
117.03.310 Remove Reshores - L17
LEVEL 18 (2 Pours)
118.03.110 F/R/Pour Columns - L18
118.03.120 F/R/Pour Shear Walls - L18
02-Jun-23 29 19
25Apr-Apr
2
18
24-Apr-23
25 Apr-23
2
18
118.03.130
Form & Rebar Deck (Above, L19 SOD) - L18
26Apr-Apr
28Apr-Apr
3
18
118.26.110
MEP Sleeves / Embeds (Above, L19 SOD) - L18
28-Apr-23
28 Apr-23
1
18
118.03.140
Pour INSPECTION (Above, L19 SOD) - L18
01-May-23
01-May-23
1
18
118.03.145
Place Deck Above, L19 SOD L18
( )-
y_
01-Ma 23
01-Ma 23
y
1
18
118.03.300
P/T Slabs / Strip / Reshore - L18
02-May-23
08-May-23
5
18
118.03.310
Remove Reshores - L18
02-Jun-23
02-Jun-23
1
19
LEVEL 19 (2 Pours)
119.03.110 F/R/Pour Columns - L19
119.03.120 F/R/Pour Shear Walls - L19
02-May-23
02-May-23
02-May-23
09-Jun-23
03-May-23
1 28
20
2
18
03-May-23
2
18
r_ RemairingLevel dETfat ♦ ♦ Milestom
AdkA Level dEtxat
t_ actual wax
o RernairingWak
Ubcal Remaining Wak
Page 7 of 23
THE NOVUS
Preliminary GMP CPM Schedule
All Activities
'' ��
CORPORATION

THE NOVUS ALL ACTIVITIES Run Date: 25-Feb-22 Data Date: 24-Jan-22 File Name: NOVUS-00
Activity ID Activity Name Start Finish Orig I Total
Dur Float I 1 1 1 2 1 3 4 1 5 1 6 1 7 1 8 1 9 110111 112113114115116117118119120121122123124125 126127128129130131132133134135136137 138139140141142143
119.03.130
Form & Rebar Deck (Above, L20 SOD) - L19
MEP Sleeves / Embeds (Above, L20 SOD) - L19
04-May-23
08-May-23
3
18
18
I I
-
I
---------
ID Form & Rebar Dp-ck ((Above,
1 MEP, Sleeves / imbeds:(Ab
I Pout INSPECTION (Abdve,
1 'lace Derck (Abgve, L20 S
❑ :P/T [Strip/ Reshore
Slabs
:1 Renjove, ReShores;L1
I F/R/PoUr Cdlurnns L20
I/R/pok{r SljearjWaMls - �20
1 :Forth &:Rebar Deck Ak ove,
1 ;MEP Sleeves /;Embeds (Move,
1 :Pour INSPECTION' (Above
I Plaice Deck (Above, L21 S
j P/t Slobs (Ship / Resho
1 Removb %sho res'�L
1 F/WPour Columns'- L21
I F/R/Polar Shear Wdlls ; L2
1: Form � Robar:Deok (Above,
-- -----,--- --
1 MEP Sleeves J Embeds (Above,
1; Pour INSPECTION (Above,
1 Place beck (Above, L22
❑ PJT Slabs /Strip / Resho
I Remove F#eshore: - L
--
F/R/Pbur Pool -L21
I F/WPour Columns - L22
l; F/R/Pbur Shear Walls;- L22
1 Form :& Rebar Deck (jobcve,
-- -- -- -- ---- ----
I MEP Slebves /Embeds
I P,ourIINSPECTION (Abo
1 Place Deck (Above, L23
11 P/T Slabs / Strip / %sh
Remove (2eshoros - 1.22
------ --- I -------
0 F/R/Pour Columns - L23
0 F/RtPour Shear Walls
1 Form & RebBr Dbclk I(Ab
j 1 MEP Sleeved / Embeds
1 Pout INSPECTION (Ab
I Place Deck (Abgve„L2
1 'P/T.Slabs /Strip / ke
1 Remove Reshotes
L20 SOD) -, L19
ve; L20 SOD) - L119
1_201 SOD) -119
D) - L1
---
- 1-19
'------- ---
L21 SOD) - L20
L21 SOD) - L20
L21 SOD)'- L2.0
D)L20
- L20 j
-- --
O I I I I I I
L22 $OD) - 421
------------
L22 SOD) - L21
L22 SOD) - L21
OD) - L21
-L21:
21
- ----- --- -- --
I I -I--------
I I I
L23j SOD) - jL2�
A - --- -- ---
aWe, IL23 SOD) -L222
e, 423 SOQ) - L22I
SOD) - L22'
re -I L22
-- ---------- --
23
ve,l L24 SOD), L23
(Above; L24 SOD) L L23
ve, L24 SOD) - L2-I -- I --
SOD), L23
ore'- L23
L23
--
I I I
----- ----- ----- --
I I I
--- -------
--
119.26.110
119.03.140
08-May-23
08-May-23
1
Pour INSPECTION (Above, L20 SOD) - L19
09-May-23
09-May-23
1
18
119.03.145
Place Deck (Above, L20 SOD) - L19
09-May-23
09-May-23
1
18
119.03.300
PIT Slabs / Strip / Reshore L19
10-Ma 23
16-Ma 23
5
18
119.03.310
Remove Reshores L19
09,Jun-23
09tiJun-23
1
20
LEVEL 20 (2 Pours)
10-May-23
16,Jun-23
27
21
120.03.110
F/R/Pour Columns L20
10 May 23
11-May-23
2
18
120.03.120
F/R/Pour Shear Walls - L20
10-May-23
11-May-23
2
18
120.03.130
Form & Rebar Deck (Above, L21 SOD) - L20
12-May-23
16-May-23
3
18
120.26.110
MEP Sleeves / Embeds (Above, L21 SOD) - L20
16-May-23
16-May-23
1
18
120.03.140
Pour INSPECTION (Above, L21 SOD) - L20
17-May-23
17-May-23
1
18
120.03.145
Place Deck (Above, L21 SOD) - L20
17-May 23
17-May-23
1
18
120.03.300
PIT Slabs / Strip / Reshore - L20
18-May-23
24-May-23 5
16- Jun-23 1
27-Jun-23 28
19-May-23 2
18
120.03.310
Remove Reshores - L20
16- Jun-23
18-May-23
21
LEVEL 21 (2 Pours)
121.03.110 F/R/Pour Columns - L21
121.03.120 F/R/Pour Shear Walls - L21
160
18-May-23
19
18-May-23
22-May-23
19-May-23
23-May-23
2
2
19
19
121.03.130
Form & Rebar Deck (Above, L22 SOD) - L21
121.26.110
MEP Sleeves / Embeds Above, L22 SOD L21
( )-
y_
23-Ma 23
y---'-----
23-Ma 23
1
19
121.03.140
Pour INSPECTION (Above, L22 SOD) - L21
24-May-23
24-May-23
1
19
121.03.145
Place Deck (Above, L22 SOD) - L21
24-May-23
24-May-23
1
19
121.03.300
PIT Slabs / Strip / Reshore - L21
25-May-23
01,Jun-23
5
19
121.03.310
Remove Reshores - L21
23-Jun-23
23-Jun-23
1
23
121.03.160
F/R/Pour Pool - L21
26,Jun-23
27,Jun-23
2
160
LEVEL 22 (2 Pours)
25-May-23
30-Jun-23
26
24
122.03.110
F/R/Pour Columns - L22
25-May-23
26-May-23
2
20
122.03.120
F/R/Pour Shear Walls - L22
25-May-23
26-May-23
2
20
122.03.130
Form & Rebar Deck (Above, L23 SOD) - L22
30-May-23
31-May-23
2
20
122.26.110
MEP Sleeves /Embeds (Above, L23 SOD) - L22
31-May-23
31-May-23
1
20
122.03.140
Pour INSPECTION (Above, L23 SOD) - L22
01,1un-23
01,1un-23
1
20
122.03.145
Place Deck (Above, L23 SOD) - L22
01- Jun-23
01- Jun-23
1
20
122.03.300
PIT Slabs / Strip / Reshore - L22
02,Jun-23
08,Jun-23
5
20
122.03.310
Remove Reshores - L22
30-Jun-23
30,Jun-23
1
24
LEVEL 23 (2 Pours)
123.03.110 F/R/Pour Columns - L23
123.03.120 F/R/Pour Shear Walls - L23
02-Jun-23
02-Jun-23
10,Jul-23
05,Jun-23
26
25
2
21
02- Jun-23
06,Jun-23
05- Jun-23
07,Jun-23
2
2
21
21
123.03.130
Form & Rebar Deck (Above, L24 SOD) - L23
123.26.110
MEP Sleeves / Embeds (Above, L24 SOD) - L23
07- Jun-23
07- Jun-23
1
21
123.03.140
Pour INSPECTION (Above, L24 SOD) - L23
08,Jun-23
08,Jun-23
1
21
123.03.145
Place Deck (Above, L24 SOD) - L23
08- Jun-23
08- Jun-23
1
21
123.03.300
PIT Slabs / Strip / Reshore - L23
09,Jun-23
15,Jun-23
5
21
123.03.310
Remove Reshores - L23
10- Jul-23
10,Jul-23
1
25
LEVEL 24 (2 Pours)
09,Jun-23
17,Jul-23
26
26
Rermnng Level dEffat ♦ ♦ Milestone Page 8 of 23
`daA Level ` Effat THE NOVUS Wak ArSAMET
ctual
o RernairingWak Preliminary GMP CPM Schedule CORPORATION(
Ubcd Remaining Wak
All Activities

THE NOVUS
ALL ACTIVITIES Run Date: 25-Feb-22 Data Date: 24-Jan-22 File Name: NOVUS-00
Activity ID
Activity Name
Start
Finish
Orig
Dur
Total
Float
1
2
3 4
5
6
7
8
9
10
11
12
13
14115
16117
18
19120121
22123
24
25126
27
#�#
g��
36
37
38139
40141
42 43
124.03.110
FIR/Pour Columns - L24
09-Jun-23
12,Jun-23 2
12- Jun-23 2
14,Jun-23 2
14,Jun-23 1
23
--
--------------------- ------
: --I--- ---', ---------------
i :
--- --
A F/RrPour Columns; L2
: 0 F/R/Pour Shear Walls -
1 IForM &IRebar Deck (At
j 1 ';MEIy Sloevps / Ern$ed
1 'PoOr INSPECTION:(Ab
''Place I" (Above: L2
PIT Slabs % Strip / Ides
I : Remove %shores
1 F/R/PoUr Colurhns:- L
ur Shear
I F/R/Po r Walls
I Foim & Rebar'Deok (
1 MEP Sleeves /, Erribe
I Pour INSPECTION (
1 Place Deck (Above, L
�, P/T Slaba / Strip% Re
1: Remove Peshore
1 F/NPpur Oolu;mng - L
1F/R/Pbur Shear Walls
--(
I, Form,& Rebar Deck
1; MI=P sleeves / Ernb
II Pour INSPECTION (Above,
1 Pace' Deok (Above, L
1 P/T Slab's / Strip;/
------ --- ---------'--- --- --------------
I Rmove Reshore
1 FIR/Pour;ColUmris -
F%R/Pour:Shoar Wall
1 Form & Rebar Deck
--- ---------'--- - - -
; I ; $ / Embeds
: I MEPI Sleeve
1 I our INSPECTION (
1 Place D2ck (Abdve,
1 jP/T';Slaos /';Strip / Reshore-
I: Remove Reshore
1 P/R/Pour Columns
1 F/R/PoUr Shear:Wa
I Pomp &:Reljar Oe
1 MEP Sleeves / Emk
a--- --- ---------------
I IPo r INSP CTIION
I Place deck'(Abbve
1 : P/T Slabs / Strip /
1: Romoye kesh;ore
1-24
iove, L25 SOD);- L24
(Abovo, L�5 SOD) - L�4
ve; L25 SOD), L24
5 SOD);- L24
ore - L;24
- L24
5
-- --, - -- -- - -- -- --- -- ----
L2 5
bove, L26 801) - L'25
s (Above, L'26 SOD) - L'25
ovo, L�6 SOD) - L�5
6 SOD) - L25
------ -- - - - - -,
hore - L25
- L25
26
- L26
---
- - I - - .-- - -.- I L26:
bo
s (Above, L27: SOD) -:L26
L27 SOD) - L26:
27 $00) - L26:
shore ; L26
- L26
27
-L27 j
Above,: L28 SOD) , L27
- -- ',- L2$ SOD L2' --;- --
(Above, � �
SOD): 7
bove, 1-28' SOD) -'L27
U& SOD) -IL27
L27
- L27 :
L28
Is - L28:
(Above;, Roof $OD) - L28
ieds (Above, Rdof SOD) - L28 :
(Above,: SOD)I- L28 -, ------,
Roof SOD) - L28
eshord - L28
- L 8 j
-- --- -- --- -- --- ,
---- - -, --- - - -. -- --
'
------,------ -------I
124.03.120
F/R/Pour Shear Walls - L24
09- Jun-23
23
124.03.130
Form & Rebar Deck (Above, L25 SOD) - L24
13,Jun-23
23
124.26.110
MEP Sleeves / Embeds (Above, L25 SOD) - L24
14,Jun-23
23
124.03.140
Pour INSPECTION (Above, L25 SOD) - L24
15,Jun-23
15,Jun-23
1
23
124.03.145
Place Deck (Above, L25 SOD) - L24
15,Jun-23
15,Jun-23
1
23
124.03.300
P/T Slabs / Strip / Reshore - L24
16,Jun-23
17,Jul-23
22,Jun-23
17,Jul-23
24-Jul-23
19-Jun-23
5
1
26
2
23
26
124.03.310 Remove Reshores - L24
LEVEL 25 (2 Pours)
125.03.110 F/R/Pour Columns - L25
125.03.120 F/R/Pour Shear Walls - L25
16,Jun-23
27
24
16,Jun-23
16- Jun-23
19- Jun-23
2
24
125.03.130
Form & Rebar Deck (Above, L26 SOD) - L25
20,Jun-23
21,Jun-23
2
24
125.26.110
MEP Sleeves / Embeds (Above, L26 SOD) - L25
21,Jun-23
21,Jun-23
1
24
125.03.140
Pour INSPECTION (Above, L26 SOD) - L25
22,Jun-23
22,Jun-23
1
24
125.03.145
Place Deck (Above, L26 SOD) - L25
22,Jun-23
22,Jun-23
1
24
125.03.300
P/T Slabs / Strip/Reshore - L25
23,Jun-23
29,Jun-23
5
24
125.03.310
Remove Reshores - L25
24-Jul-23
24-Jul-23
1
27
LEVEL 26 (2 Pours)
126.03.110 F/R/Pour Columns - L26
126.03.120 F/R/Pour Shear Walls - L26
23,Jun-23
24,Jul-23
26-Jun-23
26,Jun-23
21
33
23-Jun-23
2
24
23,Jun-23
2
24
126.03.130
Form &Rebar Deck Above, L27 SOD L26
( )
27-Jun-23
28,Jun-23
2
24
126.26.110
MEP Sleeves / Embeds (Above, L27 SOD) - L26
28,Jun-23
28,Jun-23
1
24
126.03.140
Pour INSPECTION (Above, L27 SOD) - L26
29,Jun-23
29,Jun-23
1
24
126.03.145
Place Deck (Above, L27 SOD) - L26
29,Jun-23
29,Jun-23
1
24
126.03.300
P/T Slabs / Strip / Reshore - L26
30,Jun-23
07,Jul-23
5
25
126.03.310
Remove Reshores L26
24,Ju1-23
24,Ju1-23
1
33
LEVEL 27 (2 Pours)
30,Jun-23
24,Jul-23
16
39
127.03.110
F/R/Pour Columns - L27
30,Jun-23
03,Jul-23
2
24
127.03.120
F/R/Pour Shear Walls - L27
30,Jun-23
03,Jul-23
2
24
127.03.130
Form & Rebar Deck (Above, L28 SOD) - L27
05,Jul-23
06,Jul-23
2
24
127.26.110
MEP Sleeves / Embeds (Above, L28 SOD) - L27
06,Jul-23
06,Jul-23
1
24
127.03.140
Pour INSPECTION (Above, L28 SOD) - L27
07,Jul-23
07,Jul-23
1
24
127.03.145
Place Deck (Above, L28 SOD) - L27
07,Jul-23
07,Jul-23
1
24
127.03.300
P/T Slabs / Strip / Reshore - L27
10,Jul-23
14,Jul-23
5
26
127.03.310
Remove Reshores - L27
24-Jul-23
24-Jul-23
1
39
LEVEL 28 (2 Pours)
10,Jul-23
24,Jul-23
11
45
128.03.110
F/R/Pour Columns - L28
10,Jul-23
11-Jul-23
2
24
128.03.120
F/R/Pour Shear Walls - L28
10,Jul-23
11,Jul-23
2
24
128.03.130
Form &Rebar Deck (Above, Roof SOD) - L28
12,Ju1-23
13,Ju1-23
2
24
128.26.110
MEP Sleeves / Embeds (Above, Roof SOD) - L28
13,Jul-23
13,Jul-23
1
24
128.03.140
Pour INSPECTION Above, Roof SOD L28
( )
14,Ju1-23
14,Ju1-23
1
24
128.03.145
Place Deck (Above, Roof SOD) - L28
14,Jul-23
14,Jul-23
1
24
128.03.300
P/T Slabs / Strip / Reshore - L28
17,Jul-23
21,Jul-23
5
27
128.03.310
Remove Reshores - L28
24,Jul-23
24,Jul-23
1
45
Rermning Level dETtort ♦ ♦ Milestone
AauALevel dEffat
Actual Wak
11111= Rerrianin9Wak
Ubcal Remaining Wak
Page 9 of 23
THE NOVUS
Preliminary GMP CPM Schedule
All Activities
MSAMET
CORPORATION

THE NOVUS ALL ACTIVITIES Run Date: 25-Feb-22 Data Date: 24-Jan-22 File Name: NOVUS-00
Activity ID Activity Name Start Finish Orig I Total
Dur Float I 1 1 1 2 1 3 4 1 5 1 6 1 7 1 8 1 9 110111 112113114115116117118119120121122123124125 126127128129130131132133134135136137 138139140141142143
PENTHOUSE
17-Jul-23
28-Jul-23
10
48
129.03.110
F/R/PourShaft Walls/ Equip Pads - PH
17-Jul-23
19-Jul-23
3
48
129.03.120
F/R/Pour Elevator Shaft Cap - PH
20- Jul-23
21- Jul-23
2
53
129.09.110
Frame Boiler Room / Penthouse - PH
2O-Jul-23
26-Jul-23
5
48
129.03.145
Place Penthouse Roof Deck - PH
27-Jul-23
28-Jul-23
2
48
EXTERIOR WALLS I 08-Deo-22 I 22-May-23
G 05-Jan-23 17 Apr-23
201.09.010 Frame & Sheath Exterior Walls - L1 05- Jan-23 18- Jan-23
116
1 209
10
42
202.09.010
Frame & Sheath Exterior Walls - L2
19- Jan-23
01-Feb-23
10
42
203.09.010
Frame & Sheath Exterior Walls - L3
07-Feb-23
20-Feb-23
10
39
204.09.010
Frame & Sheath Exterior Walls - L4
21-Feb-23
06-Mar-23
10
39
205.09.010
Frame & Sheath Exterior Walls - L5
07-Mar-23
20-Mar-23
10
39
206.09.010
Frame & Sheath Exterior Walls - L6
21-Mar-23
03 Apr-23
10
39
207.09.010
Frame & Sheath Exterior Walls - L7
04Apr-23
08-Dec-22
08-Dec-22720-KWAar-23
17Apr-23
10t22
15
201.04.010
CMU Walls - L1
202.04.010
CMU Walls - L2
30-Deo-2215
203.04.010
CMU Walls - L3
07-Feb-2315
204.04.010
CMU Walls - L4
28-Feb-2315
209
205.04.010 CMU Walls - L5
206.04.010 CMU Walls - L6
207.04.010 CMU Walls - L7
SOUTH ELEVATION
200.07.210 Air & Moisture Barrier - South
200.04.220 Install Precast Panels (Brick Inset) - South
21-Mar-23
10 Apr-23
15
209
11Apr-23
01-May-23
15
209
02-May-23
22-May-23
15
209
07-Apr-23
07-Apr-23
21-May-24
18-Apr-23
09-May-23
286
5
8
15
1 39
39
19Apr-23
200.08.290
Install Window Wall - South
10-May-23
31-May-23
15
44
200.07.260
Install ACM Panels - South
01-Jun-23
14-Jun-23
10
210
200.08.280
Curtain Wall / Storefront (Ground Floor) - South
01-Jun-23
14-Jun-23
10
72
200.07.250
Metal Infrll Panels/ Perforated -South
15-Jun-23
28-Jun-23
10
210
200.07.240
Install Louvers - South
29-Jun-23
03-Jul-23
3
210
200.07.320
Expansion Joints / Caulking & Sealants - South
05-Jul-23
11-Jul-23
5
210
200.10.340
Signage - South
12-Jul-23
18-Jul-23
5
210
200.26.350
Exterior Lighting - South
01-May-24
07-May-24
5
5
200.10.350
CANOPY
200.09.350
Skin Punchlist & Cleanup - South
08-May-24
21-May-24
10
5
5
4
13-Mar-24
13-Mar-24
09Apr-Apr
20
Build Canopy (Ground Floor) - South
200.07.120
Canopy Roofing - South
10-Apr-24
18 Apr-24
7
5
200.23.080
Mech/Plumb Rough -in -South
10Apr--24
16Apr-Apr
5
7
200.26.050
Electrical Roughin - South
10Apr--24
16Apr-Apr
5
7
200.06.120
Wood Soffits - South
19-Apr-24
30-Apr-24
8
5
EAST ELEVATION
19Apr-23
20-May-24
277
6
210.07.210
Air& Moisture Barrier- East
19-Apr-23
I 04-May-23
12
1 42
F/W ft i E uip pads - P
Pobr ShaW Its / q H
F/R/Pdur Elevator Shaft C2p -:PH;
0; Fromo Boler ZOO / Pen)house PH
I: Place:PerlthoUse Roof Deck I- PH
❑ : Frame& Sheath Exterior Walls - L1
❑ Frame &ISh2athl Extariot Walls-: L2:
r� th �xte orWalls -- --- -- -- --- --,-
❑ F me--
& he ti - (-3 I I I I I I I I I
❑ Frame &i Sheath Exterioh Walls , L4
❑ Frame;& Sheath Exterior Walls 5
4 Frame &'Shaath' Exterior Walls - L6
;❑ Frame & Sheath Ekterior Wall - L7
CMU Walls - L1
■ CMU Walls - L2
M' CMU Walls - L3
M CMU Walls - L4
CM Wa
lls
, -- ---
I� UaI I I I I I I I I I
0 CMU Walls - L6
O CMU Walls - Ly
❑ Air;& Moisture Barrier -(South
-- - - - - - -'- - - - - - ------- - - - - -'- - -' --- - '- -- -- --- - -- --- -- ---
:nstoll Precast Panels ($rick Insot) -:South j
I O Install Window Wall -:South
p InstsIIACM:Panels; South
1@ 'Curtain Wall / Storefront (Ground Floor) - South
❑ Metal Ilnfill Pahels / Perforated -South
-------------- ---------------- -- --- -- --- --- -- --- -- --- -- ---
a
staIILo rs - $ou h
1 Expansion Joints / ulkincf & Sealants - SbutH
1 ; Signage - South
Exterior Lighting'- South
■ Skin Punchlist I& Cleanup South
Build Canopy (Ground Flood) - E outh
0 Canopy Roofing - South
0 :Mach/Plumb Rough -in - South
0 :Electrical Rough -in '� South!
---'-------------- ------------- -- --- -- --- -- -- --- -- --- -- ---
Woos} Soffits:- South:
❑ Air & Wisture Barrier- East
RemainngLevel dEffat ♦ ♦ Milestone Page 10of23
AauALevel dEffat THE NOVUS Wak Ac''MET
tual
11111[= RernaningWak Preliminary GMP CPM Schedule CORPORATION
Ubcal Remaining Wak
All Activities

THE NOVUS
ALL ACTIVITIES Run Date: 25-Feb-22 Data Date: 24-Jan-22 File Name: NOVUS-00
Activity ID
Activity Name
Start
Finish
Orig
Dur
Total
Float
1
2
3 4
5
6
7
8
9
10
11
12
13
14 15
16 17
18
19
20
21
22 23
24
25
26
27
28
29 30
31
32
33 34
35
36
37
38 39
40
41
42 43
210.04.220 Install Precast Panels (Brick Inset) - East
210.08.290 Install Window Wall - East
10-May-23
07,Jun-23
20
39
-;-------',---- ; - - -
I I
---- ---,I --
: 'I- I - -; _ - - -
----,---r---,
: :
p Install Precast Panels (
C❑ Install Window Wall
latetl
❑ Install Insulated
❑ ; Cgrtai6 Wall / 6to
0: lnstall:Lodver� - East
Q Expansion Joint
--
13 :Air $ Moisture Furrier - Norl
I I 0I Iristall Prdcast Panel
❑ Install Window; W
❑ Install ACM PanE
Q Curtain Wall % Storefront
:❑ Metal Infill Panels
0 Install Louver-
0, 6pansio6 Joints
1 Exterior Llght
111111 yignogei
■ Sidn Pun
E)M Painting -Nest
■ Install Crash (Rail / B
❑ ;Install GraphiclPa
El Skin Punchlist &
- - - - - - -
j Install Waterproofing (Podiurnti Roof)
O Curtain Wall:/ Storeftontl- L7-Roof
Q Install Waterproofing (Pool) L7
1 7enip Diy4ri Measures i L7=Ro
-- - --
: ■ Install ACM PahelS - North:
1, E�pansioa Joints:/ Caulking
M: Install:Pavers, L7,Robf
Install Steel Guardrail -1-7-Roof:
■ Install Glass Wind§cre
t In8talll lnfih' Edge -
rty
rick Ilnset) -IEast
East
anel -
tar Parcels East
front (Orognd rlogr) - Oast
/ Gauping & Sealants East
1 8ignage'- East
g- gr :- ; - --
1 Exterior Lighting -East
j ■ ,Skin Ptanct�list C�ean;up
0 Build Canopy (Ground Floor,) - East:
❑ Canopy Roofing - Last:
0 ,Me' Ea
ch/Plumb Rbugh�n East
❑ jElegtrical Rgugn-in ;- East
❑ Wood Soffits '� East
h
--et) -N
(Brick -_ Inset)
ck North I I I
II - Nora}
Is - North
(Ground Floor); North
/'Perforated North
-N, rth: ;- - - -, ,---, - --
orth:
Caulking $ Sgalaruts North
ng -' North
rth
list & Cleanup = North
rrieir CableWbst
els -West
eanup - Westl
-- - I - T - - I -- - -- - I --
-';L7-Roo
Rogf
f
- - -, - - -, -- --
& Sealants L7-�oof
n/'Railing - L7-Ro6f
7-R f: ;---
oof:
Ouil0out0ogl /Arnmenijies pec
--
Eagt
--
I I I
-- - - -- ------ ---
-- --- -- - - ---- ---
--
- -- ---
- 1�7-Roof:
08-Jun-23
06-Jul-23
20
39
210.07.260
Install Insulated Metal Panels - East
07�1u1-23
20�1u1-23
10
160
210.08.280
Curtain Wall / Storefront (Ground Floor) - East
07- Jul-23
24-Jul-23
12
45
210.07.240
Install Louvers - East
21,Jul-23
26,Jul-23
4
160
210.07.320
Expansion Joints /Caulking &Sealants East
27tiJul-23
04 Aug-23
7
160
210.10.340
Signage - East
30Apr-Apr
06-May-24
5
6
210.26.350
-
Exterior LightingEast
30- r-24
Ap
06-Ma 24
Y
5
6
210.10.350
Skin Punchlist &Cleanup -East
07-May-24
20-May-24
10
6
29-Apr-24
19-Mar-24 08-Apr-24
15
4
210.09.350
Build Canopy (Ground Floor) - East
210.07.120
Canopy Roofing - East
09Apr-Apr
17Apr-Apr
7
6
210.23.080
g -
Mech/Plumb Rough -in East
09- r-24
Ap
15- r-24
Ap
5
8
210.26.050
Electrical Roughin -East
09Apr-Apr
15Apr-Apr
5
8
210.06.110
Wood Soffts - East
18-Apr-24
29-Apr-24
8
6
NORTH ELEVATION
220.07.210 Air &Moisture Barrier -North
220.04.220 Install Precast Panels (Brick Inset) - North
05-May-23
05 May 23
20-Sep-23
16-May-23
96
112
8
59
08,Jun-23
07-Jul-23
28,Jun-23
20-Jul-23
15
10
44
39
220.08.290
Install Window Wall - North
220.07.260
Install ACM Panels - North
21,Jul-23
03Aug-23
10
112
220.08.280
Curtain Wall / Storefront (Ground Floor) - North
21- Jul-23
01 Aug-23
8
39
220.07.250
Metal Infill Panels / Perforated - North
04 Aug-23
17 Aug-23
10
112
220.07.240
Install Louvers - North
18Au 23
g-
22Au 23
g-
3
112
220.07.320
Expansion Joints / Caulking & Sealants - North
23-Aug-23
29-Aug-23
5
112
220.26.350
Exterior Lighting - North
23Aug-23
29Aug-23
5
117
220.10.340
Signage - North
30-Aug-23
06Sep-23
5
112
220.10.350 Skin Punchlist & Cleanup - North
WEST ELEVATION
230.09.110 Painting - West
230.07.250 Install Crash Rail / Barrier Cable - West
07Sep-23
20Sep-23
10
112
23-May-23
23-May-23
02-Aug-23
20-Jun-23
50
208
20
208
21-Jun-23
05-Jul-23 10
209
230.10.340
Install Graphic Panels - West
06,Jul-23
19,Jul-23 10
209
230.10.350 Skin Punchlist & Cleanup - West
ROOF / LEVEL 7
207.07.100 Install Waterproofing (Podium Roof) - L7-Roof
20-Jul-23
02 Aug-23 10
24-May-24 318
24-Mar-23 20
209
27-Feb-23
2
27-Feb-23
56
207.08.270
Curtain Wall / Storefront - L7-Roof
13-Mar-23
07 Apr-23
20
46
207.07.110
Install Waterproofing (Pool) - L7-Roof
27-Mar-23
07Apr-23
10
119
207.07.130
Temp Dry4n Measures - L7-Roof
10-Apr-23
14 Apr-23
5
46
207.07.260
Install ACM Panels - North
10Apr--23
21 Apr-23
10
165
207.07.320
Expansion Joints / Caulking & Sealants - L7-Roof
24-Apr-23
28 Apr-23
5
165
207.04.050
Install Pavers- L7-Roof
01-May-23
26-May-23
20
224
207.05.320
Install Steel Guardrail - L7-Roof
30-May-23
08-Jun-23
8
224
207.05.300
Install Glass Windscreen / Railing - L7-Roof
09,Jun-23
20,Jun-23
8
224
207.05.310
Install Infinity Edge L742oof
21-Jun-23
27tiJun-23
5
224
207.07.330
Buildout Pool /Ammenities Deck - L7-Roof
16-Nov-23
09Apr-24
100
25
r_ Remairrn9 Level d Effat ♦ ♦ Milestone
AauALevel dEffat
Actual Wak
11111= Ren-airingWak
Ubcal Remaining Wak
Page 11 of 23
THE NOVUS
Preliminary GMP CPM Schedule
All Activities
AWSAMET
CORPORATION

THE NOVUS
ALL ACTIVITIES Run Date: 25-Feb-22 Data Date: 24-Jan-22 File Name: NOVUS-00
Activity ID
Activity Name
Start
Finish
Orig
Dur
Total
Float
1
12
3 1 4
5
6
7
8
9
10
11
12
13
14115
16117
18
19
20121
22 23
24
25
26
27
28
29 30
31
32
33 34
35
36
37
38139
40141
42 43
lillill
207.10.340
Signage - L7-Roof
17 Apr-24
23-Apr-24
5
15
2
'---'----------
- --------------------
--,
--- - - ---I--
: : :
: : : : :
: :
------- -- --- -- ---------- ------
-- --- -- ---------------------
■ Install Window Wall - L8
1 Irlstall Insulated Metal Panel
1 $xpsnsign Jpintg / Caulling
■Ilnstall Glass Balcony Railing
Install Window Wall-: L9
n
■ Install Isulated:MetalRan
1 �xppns�n ,Joints / Caulking
0: Install Glass Baloony Railing
■ Install Window Wall'- L1:0
1 Install Insulated Metal Pan
0 j Expansion, Joints /, Cad lkjr
0 Install Glass Balcony, Rai
■ Install Window Wall - 01
0: Inttall;Insulat2d Metal Pa
1 Expansiop Joints,/ Cpullkjng
U Instill Glass: Balcony Re
■ : Install:Window Wall - L12
: ■ Install Insulated ,Metal P
:1 $xppnsipn ,hint$ / Caul
: 0 Install Glass Balcony
0 Install Window Wall - L1
: :1 Ilnstall Insul8ted Metal
I Expansion points / Caulking
1' InitalllGlass Balcony
:■ Install Wind oW Wall - L
: : 1 Install Insulated Metal
0: Signage - IL7-Roof
:0 Exterior'Ligf tinq - L7-Roof
0: Skin P,unchlistl & Cleanup
--------------------- -- --- -- --- --
0' Build Canbpy I(SoOth)I- L7-Robf
[�!l Build Canopy (fast) - L7-Roof
0 Canopy Roofing-'1-7-aoof
0: Mech/Plumb Rough4rl - L7-
------- ----- --
0 j Elpctrical Bough -irk Ly-Rpof
0 Metal Soffits, L7,Ro6f
- L f ;-
& Spalsnts L8
- L8
f ;- --, ----, ---,- --
Is-L9
& $ealpnts - L
- L9 :
Is L10
g &,Seplanfs - L11 0:
ing L1:0
L11 els T ; -
Spalapts -' L1 I
ilingl - L91
--- -
nels - L12 ;---
'ng',& $ealpnts:- L'I2
iling - L12'
anels-:1_14 :
& $ealant$ - �14 j
iling ; L14
5
Para els:- L1I5
- UrRobf
-- --- -- --- -- ---
of
----- --- - --- -- --
--
--
207.26.350
Exterior Lighting - L7-Roof
06-May-24
10-May-24
5
207.10.350
Skin Punchlist & Cleanup - L7-Roof
13-May-24
24-May-24
10
2
CANOPIES
207.09.360
Build Canopy (South) - L7-Roof
06-Mar-24
-May-24
26-Mar-24
15
4
207.09.370
Build Canopy (East) - L7-Roof
27-Mar-24
16 Apr-24
15
2
207.07.120
Canopy Roofing - L7-Roof
17Apr-24
25Apr-24
7
13
207.23.080
Mech/Plumb Rough -in - L7-Roof
17 Apr-24
23 Apr-24
5
2
207.26.050
Electrical Rough4n L7-Roof
17Apr-24
23Apr-24
5
21
207.06.110
Metal Soffits - L7-Roof
24-Apr-24 03-May-24
14 r-2 06-Nov-"'
14Apr-23 15-May-23
8
1 2
155
22
LEVEL 8
208.08.100
Install Window Wall - L8
14-Apr-23
24-Apr-23
7
0
208.07.100
Install Insulated Metal Panels - L8
25 r-23
03-Ma 23
7
88
208.07.050
Expansion Joints / Caulking & Sealants - L8
04-May-23
05-May-23
2
155
208.08.110
Install Glass Balcony Railing - L8
08-May-23
15-May-23
6
155
LEVEL 9
209.08.100 Install Window Wall - L9
24-Apr-23
24-Apr-23
23-May-23
02-May-23
22
155
7
0
209.07.100
Install Insulated Mtal Panels-L9
03-Ma -23
10-Ma -23
6
93
209.07.050
Expansion Joints / Caulking & Sealants - L9
11-May-23
12-May-23
2
156
209.08.110
Install Glass Balcony Railing - L9
16-May-23
02-May-23
02-May-23
23-May-23
6
22
155
LEVEL 10
01-Jun-23
10-May-23
155
210.08.100
Install Window Wall - L10
7
0
210.07.100
Install Insulated Metal Panels - L10
11-Ma 23
y
18-Ma 23
y-
6
97
210.07.050
Expansion Joints / Caulking & Sealants - L10
19-May-23
22-May-23
2
156
210.08.110
Install Glass Balcony Railing - L10
24-May-23
01-Jun-23
6
155
LEVEL 11
10411ay-23
09-Jun-23
22
155
211.08.100
Install Window Wall - L11
10-May-23
18-May-23
7
0
211.07.100
Install Insulated Metal Panels - L11
19-May-23
26-Ma 23
Y-
6
101
211.07.050
Expansion Joints / Caulking & Sealants - L11
30-May-23
31-May-23
2
156
211.08.110
Install Glass Balcony Railing - L11
02-Jun-23
09-Jun-23
6
155
LEVEL 12
18-May-23
19-Jun-23
22
155
212.08.100
Install Window Wall - L12
18 May 23
26-May-23
7
0
212.07.100
Install Insulated Metal Panels - L12
30-Ma 23
Y
06�1un-23
6
105
212.07.050
Expansion Joints / Caulking & Sealants - L12
07-Jun-23
08-Jun-23
2
156
212.08.110
Install Glass Balcony Railing - L12
12-Jun-23
19-Jun-23
6
155
LEVEL 14
214.08.100 Install Window Wall - L14
214.07.100 Install Insulated Metal Panels -L14
26-May-23
27-Jun-23
22
155
26-May-23
06-Jun-23
7
6
0
07-Jun-23
14-Jun-23
109
214.07.050
Expansion Joints / Caulking & Sealants - L14
15- Jun-23
16- Jun-23
2
156
214.08.110
Install Glass Balcony Railing - L14
20-Jun-23
27-Jun-23
6
155
LEVEL 15
215.08.100 Install Window Wall - L15
06,Jun-23
06-Jul-23
22
155
06-Jun-23
15-1un-23
14-Jun-23
22tiJun-23
7
6
0
113
215.07.100
Install Insulated Metal Panels - L15
Rem airrn9Level dEffat ♦ ♦ Milestone
AdkALevel dEff't
Actual Wak
o Ren-aiingWak
Ubcal Ren-ming Wak
Page 12 of23
THE NOVUS
Preliminary GMP CPM Schedule
All Activities
'' ���
CORPORATION

THE NOVUS
ALL ACTIVITIES Run Date: 25-Feb-22 Data Date: 24-Jan-22 File Name: NOVUS-00
Activity ID
Activity Name
Start
Finish
�Dur:
Total
Float
1
2
3 4
5
6
7
8
9
10211L12
1M14
15
16 17
18
19
20
21
22 23
24
25
26
27
28
29 30
31
32
33 34
35
36
37
38 39
40
41
42 43
�i 215.07.050 Expansion Joints / Caulking & Sealants - L15
215.08.110 Install Glass Balcony Railing - L15
23-Jun-23
26,Jun-23
06-Jul-23
14-Jul-23
2
6
22
156
I I I
---•-----
---; -----
--------
DExpansion Joints / Caulking
0 Install Glass'Balcon
j 1 In�tall Wind ow Wall - 1.16
--------
0 Install d Me Insulatet
p Expansion Joints / Caulking
0 Install Class Ba o
0 l6stall Wip: dow Wall -
1 InstallidsulstediMe
1 Expansion joints /
1: Install:Glass Bal
01 install Window Wall
p Install Insu -.-------
lated
I ExpansionlJoints /
0 Install Glass Bak
1 j Install WVinoow:Wa
I ■i Install: Insulated
1 Expansion Joints
0 Temp Dry4n Mea
I] Ilnstall Glass; Bal
■; Install: WihdoO/ W
Install Insulated
1 Lxpansion Joint
I Install Glass B
; ----- -- -- ------ -- ------------
1 Install Window Wall
;1 Install Insulated
1 'Install Waterproofing
1 IExpansion Joi
1 Install pavers
;---,-- -- Install,
1' Glass Balcony
1 'Install Window
1 1 Install Insulate
I; Expansio6 Joints
1 Install GlassBalcony:
1 Install Windo
11 Irutall InsUlat
1 Opapsion J
& Seaalants -IL15
Railing;- L15
-.---
I Panels - L16------- ------------
:& Seealants', L16
y Railing -L16
L1y
-------
alPandls-L17: I I I I
Caulking & Sealants - Ll7
ny 17ailing -';L1y
- L1;8
tal Panels L18
Caulking &ISealants - 08I
ny'Railing ', L1:8
I - L;19 j
--- ------
tal Pahels - L19 I I I
/Caulking & Sealants; L19
5ures - L19'
ny Railing - L19
----- ----- -------------- --
II - L20:
Metal Panels - 1�20
/ Caulking'; & Sealants:- L20
Icorty Railinlg - L20
--- ---- --
L21
Metal Panels - L21I
- L21
s / Caulking & Sealants - L21
L2 i
-- -- -----
Raili g -:1-21
n n L21
all' - L22
Metal;Pariels L22
�, Caulking 0 Seglartts - 1-22
Railing, L22
Wall - L23
d Metal Panels - L23
ints';/ Caulking � Spala6ts L2$
--- ---
------
I
I I I
I I I
----------------- --
--
----
28-Jun-23
14,Jun-23
155
LEVEL 16
155
216.08.100
Install Window Wall - L16
14-Jun-23
22-Jun-23
7
0
216.07.100
Install Insulated Metal Panels - L16
23�Jun-23
30�Jun-23
6
117
216.07.050
Expansion Joints / Caulking & Sealants - L16
03-Jul-23
05-Jul-23
2
156
216.08.110
Install Glass Balcony Railing - L16
07,Jul-23
14-Jul-23
6
155
LEVEL 17
22-Jun-23
24-Jul-23
22
155
217.08.100
Install Window Wall - L17
22-Jun-23
30,Jun-23
7
0
217.07.100
Install Insulated Metal Panels -L17
03,Jul-23
11-Jul-23
6
121
217.07.050
Expansion Joints / Caulking & Sealants - L17
12-Jul-23
13-Jul-23
2
156
217.08.110
Install Glass Balcony Railing - L17
17,Jul-23
24-Jul-23
6
155
LEVEL 18
30-Jun-23
01 Aug-23
22
155
218.08.100
Install Window Wall - L18
30,Jun-23
11-Jul-23
7
0
218.07.100
Install Insulated Metal Panels-L18
12-Jul-23
19-Jul-23
6
125
218.07.050
Expansion Joints / Caulking & Sealants - L18
20,Jul-23
21-Jul-23
2
156
218.08.110
Install Glass Balcony Railing - L18
25-Jul-23
01 Aug-23
6
155
LEVEL 19
11,Jul-23
09Aug-23
22
155
219.08.100
Install Window Wall - L19
11-Jul-23
19-Jul-23
7
0
219.07.100
Install Insulated Metal Panels - L19
20,Jul-23
27-Jul-23
6
41
219.07.050
Expansion Joints / Caulking & Sealants - L19
28-Jul-23
31-Jul-23
2
156
221.07.130
Temp Dry4n Measures - L19
28-Jul-23
01 Aug-23
3
41
219.08.110
Install Glass Balcony Railing - L19
02Aug-23
09Aug-23
6
155
LEVEL 20
220.08.100 Install Window Wall - L20
220.07.100 Install Insulated Metal Panels - L20
19-Jul-23
17-Aug-23
22
155
19,Jul-23
27- Jul-23
7
0
28tiJu1-23
04 Aug-23
6
133
220.07.050
Expansion Joints / Caulking & Sealants - L20
07Aug-23
08Aug-23
2
156
220.08.110
Install Glass Balcony Railing - L20
10-Aug-23
17 Aug-23
6
155
LEVEL 21
221.08.100 Install Window Wall L21
28,Jul-23
24-Aug-23
04-Aug-23
20
264
28-Jul-23
6
0
221.07.100
Install Insulated Metal Panels - L21
07Aug-23
11 Aug-23
5
138
221.07.110
Install Waterproofing - L21
07 Aug-23
14 Aug-23
6
42
221.07.050
Expansion Joints /Caulking &Sealants - L21
14Aug-23
15Aug-23
2
157
221.04.050
Install Pavers - L21
15Aug-23
22-Aug-23
6
266
221.08.110
Install Glass Balcony Railing L21
18-Aug-23
24 Aug-23
5
155
LEVEL
07Aug-23
31Aug-23
19
155
222.08.100
Install Window Wall - L22
07 Aug-23
14 Aug-23
6
0
222.07.100
Install Insulated Metal Panels - L22
15Aug-23
21-Aug-23
5
142
222.07.050
Expansion Joints / Caulking & Sealants - L22
22-Aug-23
23-Aug-23
2
156
222.08.110
Install Glass Balcony Railing - L22
25Au 23
31Au 23
5
155
LEVEL 23
223.08.100 Install Window Wall - L23
15-Aug-23
08Sep-23
18
155
15Aug-23
22-Aug-23
6
0
223.07.100
Install Insulated Metal Panels - L23
23-Aug-23
29-Aug-23
5
146
223.07.050
Expansion Joints / Caulking & Sealants - L23
30Aug-23
31 Aug-23
2
155
Remy nT Level d ETfat ♦ ♦ Milestone
"daALevel d Eff°'t
Actial wax
11111= Ren-ainingWax
Ubcal Remaining Wak
Page 13 of 23
THE NOVUS
Preliminary GMP CPM Schedule
All Activities
AT
AW''ME
CORPORATION

THE NOVUS
ALL ACTIVITIES Run Date: 25-Feb-22 Data Date: 24-Jan-22 File Name: NOVUS-00
Activity ID
Activity Name
Start
Finish
Orig
Dur
Total
Float
1
2
3 4
5
6
7
8
9
10
11
12
13
14 15
16 17
18
19
20
21
22 23
24
25
26
27
28
29 30
31
32
33 34
35
36
37
38 39
40
41
42 43
111111
11-
II
11
11
223.08.110 Install Glass Balcony Railing - L23
LEVEL 24
01Sep-23
08Sep-23
5
155
154
- ---,
------------ '--- ', -- ---;-
--' -
--- -- --- ------ --- -- --- ------
g Install Glass
1 Install Wihdo
M Install In�ula
1 Expansion Joints
j ins tall Gla
1 Install Window
0 :1nstall Iltsul
I Expansion
�; In Stall;GlaRailing
1 Install Window
1: Installjlns
I• Expansion
i Install GI
■. Install; Window
Ir7stajl Insulated
I .I .xponsi
__
;1 Install
■ Install Window
0 Install Insulated
. ❑ Install
------ --- ------ ------ --- - --,
1 Expansiona
1 Iristal
0 IYtsta
M Install TPO Roo
O F/R/Pqur Bq uip m
Install Support S
0 Install Penthouse
r_1 Detail Fkoo�.ing
•O Set/Connect
E3, Install,Screen
:1 Install ACM Roo
10 Electrical to
pun
I ■I Startup
I I', Install
Balcony Railing - L23
Wall -;L24
ed Nbtpl Ppnejs - L24
/ Caulkin j & Sealants - L24
-- ---- ------ ------ --
Balcony Railing L24. I
Wall- L25
3ted Motal panels -, L2
Joints /. Caulking &'Sealants - L25
Balcony --- ---------------
- L25
Wall - L'26
Iatod Fetal Pa6els,-L�6
Joints ✓ Caulking & Sealants -.1_26
------, --
ss Balcony Rallin I- L26
Mill - L27;
IVletol P�neIS - 427
n Jbinta / Caulking'& Sealants, L27
_ Y g - ---- - - - -,
lass, Balcon- Railin --
Wall!- L28
Motal panels L2$
aterpPoofing ; L21
--- --',--
--- ---Caulking & Sealants
Joints % ants -1-28;
Glass Balcony:Railing - L2$
I Pavers - L21
ing I- Rdof-PH
nt Piers:
eel'for Cooling lowers : Roof-F!H
Roofing - Roof -PH
Roof-F!H
Cooling:Towers:& HVAC Equip RoofSH
. I . . - -- --- -- - - -,
Wall - Roof
ring ', Roof -PH
HVAC Units - Rbof-PH
list & cleanup - TOWER SKIN
&Test HVAC System.- Rdof-PH
Guide Rails, Lvl j1 to, 7 -:Bank 1 2
------ ------ ------ --
------ ---------------
--
- - - - -- - - - - --- - - - - - -
--
--- - -,--- --- -- - - -,
23-Aug-23
18Sep-23
18
224.08.100
Install Window Wall - L24
23Aug-23
30Aug-23
6
0
224.07.100
Install Insulated Metal Panels - L24
31 Aug-23
07Sep-23
5
150
224.07.050
Expansion Joints / Caulking & Sealants - L24
08Sep-23
11 Sep-23
2
154
224.08.110
Install Glass Balcon Railin - L24
Y 9
12Se 23
p
18Se 23
p-
5
154
LEVEL25
31Aug-23
26Sep-23
18
153
225.08.100
Install Window Wall - L25
31 Aug-23
08Sep-23
6
0
225.07.100
Install Insulated Metal Panels - L25
11Sep-23
15Sep-23
5
153
225.07.050
Expansion Joints / Caulking & Sealants - L25
18Sep-23
19Sep-23
2
153
225.08.110
Install Glass Balcony Railing - L25
Y g
20Se 23
p
26Se 23
p-
5
153
LEVEL 26
11 Sep-23
04-Oct-23
18
152
226.08.100
Install Window Wall - L26
11Sep-23
18Sep-23
6
0
226.07.100
Install Insulated Metal Panels-L26
19Sep-23
25Sep-23
5
152
226.07.050
Expansion Joints / Caulking & Sealants - L26
26Sep-23
27Sep-23
2
152
226.08.110
Install Glass Balcony Railing - L26
28Sep-Sep
04-Oct-23
5
152
LEVEL 27
227.08.100 Install Window Wall - L27
19Sep-23
19Sep-23
12-W-23
26Sep-23
18
151
6
0
227.07.100
227.07.050
Install Insulated Metal Panels - L27
Expansion Joints /Caulking &Sealants - L27
27Sep-23
03-Oct-23
5
151
04-0ct-23
05-0ct-23
2
151
227.08.110
Install Glass Balcony Railing - L27
06-W-23
12-W-23
5
151
LEVEL 28
228.08.100 Install Window Wall - L28
27Sep-23
27Sep-23
03-Nov-23
28
145
12-Oct-23
12
0
228.07.100
Install Insulated Metal Panels - L28
13-W-23
19-Oct-23
5
144
228.07.110
Install Waterproofing - L21
13-Oct-23
24-Oct-23
8
145
228.07.050
Expansion Joints / Caulking & Sealants - L28
xp 9
20-W-23
23-Oct-23
2
144
228.08.110
Install Glass Balcony Railing - L28
24-Oct-23
30-Oct-23
5
144
228.04.050
Install Pavers - L21
25-W-23
03-Nov-23
8
145
ROOF / PENTHOUSE
229.07.100 Install TPO Roofing - Roof -PH
229.05.310 F/R/Pour Equipment Piers
17,Jul-23
06-Nov-23
11-Aug-23
80
144
17-Jul-23
20
43
17,Jul-23
24- Jul-23
21-Jul-23
04 Aug-23
5
10
24
24
229.05.100
Install Support Steel for Cooling Towers - Roof -PH
229.07.110
Install Penthouse Roofing -Roof-PH
31,1u1-23
04Aug-23
5
48
229.07.120
Detail Roofing - Roof -PH
31,Jul-23
18Aug-23
15
179
229.23.080
Set/Connect Cooling Towers & HVAC Equip - Roof -PH
07 Aug-23
01Sep-23
20
24
229.05.300
Install Screen Wall Roof -PH
07Aug-Aug
25Aug-Aug
15
174
228.07.120
Install ACM Roofing - Roof -PH
07 Aug-23
11 Aug-23
5
179
229.26.050
Electrical to HVAC Units - Roof -PH
21 Aug-23
11 Sep-23
15
24
229.01.900
Punchlist & Cleanup - TOWER SKIN
1 O-W-23
06-Nov-23
20
144
229.23.80
Startup & Test HVAC System - Roof -PH
16-Oct-23
27-Od-23
10
0
46
0
ELEVATORS
BANK 1 & 2
401.14.030 Install Guide Rails Lvi 1 to 7 - Bank 1-2
16-Oct-23
16-Oct-23
16-Oct-23
27-Mar-24 114
20-Feb-24 88
24-Oct-23 7
0
rri RermnrigLevel dEfat ♦ ♦ Milestae
AdaA Level dEff't
IIIIIIIIIIIIIIIIIIIIIIIII■ Actual Wak
o Ren-airingWak
IIIIIIIIIIIIIIIIIIIIIIIII■ Ubcal Remaining Wak
Page 14 of23
THE NOVUS
Preliminary GMP CPM Schedule
All Activities
MSAMETA
CORPORATION

THE NOVUS
ALL ACTIVITIES Run Date: 25-Feb-22 Data Date: 24-Jan-22 File Name: NOVUS-00
Activity ID
Activity Name
Start
Finish
Orig
Dur
Total
Float
1
12
1 3 4
5
6
7
8
9
10
11
12
13114115
16117118119120121122123
24
25
26
27
28
29 30
31
32
33 34
35
36
37
38 39
40141142143
401.14.020
401.14.010
Install Platforms - Bank 1-2
Elevator Machine & Controllers - Bank 1-2
ry
16-Oct-23
24-Oct-23 7
24-W-23 7
0
0
- '--------------,--
- ---,------,---'---,---i---,---'---i------i---,
� r
---'
■ I Install
'---,--------- --
1 Elevat
■ Install
■ : Install
M I
___ _____________ ___ ___,___ --
IF Install
01', Install
-- --------------- ------,---i-------,
❑ Eleva
O Install
0 Install
�
1 Ihsta
1 Insta
1 5lev
0 Inst
0 j Install
G Install:
1 Install
0 Terminate
E
j 0
0
1
Install Buck Hoist:& Const.Trash Chutes ; Ba
Platforms - Bank 1-2
trollers 2 ---
r Machine & lCon Bank 1'-
Guide Rails LW 8:to 1:8 - Bank 1-2
;Guide kails;Lvl 19 to 2$ - Bank 1-2
istall Elevator Raceways - Bank 1-2
Install Elevator Door Frames Bank 1-2
Install5ills at Fl oors - B'anK 1.21 I
■I Terminate Wires to Elevator Panels -:Bar
■ In�tall';Call: Buttons & Hall 1_antem$ - Pan
1 Completb Cab Finishes, Bank 1-2
:Load &;Drop Test Elevators -Bank 1-2
--- ------
Adjust Elev' Sank 1-�
I Adetors-d ;
j,
1 Elevator Final I Bank 1;-2
Guide Rails Lvll 1 to 7 ; Bahk 3:4
Platforms (Bank 3
- -----ry&Corn � ---
or Machine; trollers -Bank9
Guide Rails Lvl 8 to 18 -I Bar1k 34
Grride', Rails Lyl 10 to �8 -:Bank 34
Install Elevatbr Raceway - Bank 34
0: Install ,Elevator Door Frarrxes Bank 3
❑ Install Sills a ink ---
t Floors' -a Bnk 3-4
I ❑ Install Call (Buttons & Hall Lantems -
0 terrrxinate Wires'to �IevptorPariels
;0 Complete Cab Finishes- Bank 3-4
0 Load &Drop Test Elevators - Bank
-- --
Elevatoar-24
1 Adjust' rs - Bank 3-4
1: Elhvator Final:- Bank 3-4:
I Gdide:Rails - Bank 5
I Platform -:Bank 5
ry ntrollers-Bbnk'5 -- ---
for Machine 4 Co
II Elevator Raceways - Bank 5
EIevptor,Dogr Frpmes - Bank 5
Sills at'Flodrs -IBadk 5I
Call Buttons &, Hall Lantems -',Bank 5
---
Wires: to 1=levbtor'Pa6els'- Bank 5
Complete Cab Finishes- B9nk5
Load 4 Drop Test Elevators - $ank 5 j
Adjust Elevators-IBar1k 51
Elevator Final -Bank j5
a to 3rd
I I I
k 1 2
1-�
--
--
ank,3-4
Bahk $4
34.
--'
16-W-23
401.14.370
Install Guide Rails LvI 8 to 18 - Bank 1-2
25-Oct-23
09-Nov-23
12
0
401.14.380
Install Guide Rails Lvl 19 to 28 - Bank 1-2
10-Nov-23
21-Nov-23
8
0
401.14.040
Install Elevator Raceways - Bank 1-2
15-Nov-23
07-Deo-23
15
0
401.14.060
Install Elevator Door Frames - Bank 1-2
08-Dec-23
29-Dec-23
15
0
401.14.050
Install Sills at Floors - Bank 1-2
02,Jan-24
15,Jan-24
10
0
401.14.080
Terminate Wires to Elevator Panels - Bank 1-2
16- Jan-24
29- Jan-24
10
0
401.14.070
Install Call Buttons & Hall Lantems - Bank 1-2
16,Jan-24
23,Jan-24
6
0
401.14.090
Complete Cab Finishes - Bank 1-2
30,Jan-24
05-Feb-24
5
0
401.14.100
Load & Drop Test Elevators - Bank 1-2
06-Feb-24
12-Feb-24
5
0
401.14.110
Adjust
j
13-Feb-24
15-Feb-24
3
0___i______i___,___
401.14.120
Elevator Final - Bank 1-2
16-Feb-24
20-Feb-24
3
0
BANK 3 & 4
16-Oct-23
27-Mar-24
114
46
402.14.030
Install Guide Rails Lvl 1 to 7 - Bank 3-4
16-W-23
27-W-23
10
46
402.14.020
Install Platforms - Bank 3-4
16-Oct-23
27-Oct-23
10
46
402.14.010
Elevator Machine &Controllers Bank 3-4
ry
16-0ct 23
27-0ct 23
10
46
402.14.370
Install Guide Rails LvI 8 to 18 - Bank 3-4
30-Od-23
17-Nov-23
15
46
402.14.380
Install Guide Rails Lvl 19 to 28 - Bank 3-4
20-Nov-23
05-Dec-23
10
46
402.14.040
Install Elevator Raceways - Bank 3-4
06-Deo-23
02,Jan-24
18
46
402.14.060
Install Elevator Door Frames - Bank 3-4
03- Jan-24
23- Jan-24
15
46
402.14.050
Install Sills at Floors - Bank 3-4
24-Jan-24
06-Feb-24
10
46
402.14.070
Install Call Buttons &Hall Lantems -Bank 3-4
07-Feb-24
20-Feb-24
10
46
402.14.080
Terminate Wires to Elevator Panels - Bank 3-4
21-Feb-24
05-Mar-24
10
46
402.14.090
Complete Cab Finishes - Bank 3-4
06-Mar-24
12-Mar-24
5
46
402.14.100
Load & Drop Test Elevators - Bank 3-4
13-Mar-24
19-Mar-24
5
46
402.14.110
Adjust Elevators -Bank 3-420-Mar-24
22-M
3
46
402.14.120
Elevator Final - Bank 3-4
25-Mar-24
27-Mar-24
3
46
BANK 5 (Hydrolic)
30-Oct-23
30-Oct-23
29-Dec-23
03-Nov-23
42
5
108
403.14.030
Install Guide Rails - Bank 5
108
403.14.020
Install Platform - Bank 5
30-Od-23
03-Nov-23
5
108
403.14.010
Elevator Machine & Controllers - Bank 5
ry
30-W-23
03-Nov-23
5
108
403.14.040
Install Elevator Raceways - Bank 5
06-Nov-23
10-Nov-23
5
108
403.14.060
Install Elevator Door Frames - Bank 5
13-Nov-23
17-Nov-23
5
108
403.14.050
Install Sills at Floors - Bank 5
20-Nov-23
28-Nov-23
5
108
403.14.070
Install Call Buttons & Hall Lantems - Bank 5
29-Nov-23
01-Deo-23
3
108
403.14.080
Terminate Wires to Elevator Panels - Bank 5
04-Dec-23
06-Dec-23
3
108
403.14.090
Complete Cab Finishes - Bank 5
07-Deo-23
13-Deo-23
5
108
403.14.100
Load & Drop Test Elevators - Bank 5
14-Dec-23
20-Dec-23
5
108
403.14.110
Adjust Elevators - Bank 5
21-Deo-23
26-Deo-23
3
108
403.14.120 Elevator Final - Bank 5
"ASSEMBLY
Install Buck Hoist & Const.Trash Chutes - Base to 3rd
27-Dec-23
29-Dec-23
3
108
21-Dec-22
27-Feb-24
301
0
21-Dec-22
28-Dec-22
5
56
ri RemairrngLeveldEffat ♦ ♦Milestone
Adael Level dEffat
� Wak
o RernairingWak
1111111111111111� Crifical Remaining Wak
Page 15of23
THE NOVUS
Preliminary GMP CPM Schedule
All Activities
'' � �
CORPORATION
.--= A,—

THE NOVUS ALL ACTIVITIES Run Date: 25-Feb-22 Data Date: 24-Jan-22 File Name: NOVUS-00
Activity ID Activity Name Start Finish Orig I Total
Dur Float I 1 1 1 2 1 3 4 1 5 1 6 1 7 1 8 1 9 110111 112113114115116117118119120121122123124125 126127128129130131132133134135136137 138139140141142143
201.01.510 Install Buck Hoist & Const.Trash Chutes - 4th to 7th 23-Feb-23 27-Feb-23
3 44
201.01.550
Install Buck Hoist & Const.Trash Chutes - 8th to 12th
29-Mar-23
31-Mar-23
3
111
201.01.570
Install Buck Hoist & Const.Trash Chutes -14th to 18th
18-May-23
22-May-23
3
162
201.01.560
Install Buck Hoist & Const.Trash Chutes -19th to 28th
17-Jul-23
19-Jul-23
3
125
201.01.520
Demob Buck Hoist & Const. Trash Chutes
21-Feb-24
27-Feb-24
5
0
STRUCTURE COMPLETION @ BUCKHOIST
28-Feb-24
26-Mar-24
12-Mar-24
12-Mar-24
20
10
400.03.130
F/R/Pour SOD - Lvl 2
28-Feb-24
10
0
400.03.390
F/R/Pour SOD - Lvl 4
28-Feb-24
10
10
400.03.400
F/R/Pour SOD - Lvl 6
28-Feb-24
12-Mar-24
10
2
400.03.410
F/R/Pour SOD - Lvl 3
13-Mar-24
26-Mar-24
10
0
400.03.420
F/R/Pour SOD - Lvl 5
13-Mar-24
26-Mar-24
10
10
400.03.430
F/R/Pour SOD - Lvl 7
13-Mar-24
26-Mar-24
10
2
BUILDOUT COMPLETION
@ BUCKHOIST
13-Mar-24
08-Oct-24
147
9
400.09.010
Interior Buildout / Finishes @ Buckhoist Location - Lvl 1
13-Mar-24
26-Mar-24
10
5
400.09.020
Interior Buildout / Finishes @ Buckhoist Location - L%A 2
27-Mar-24
09 Apr-24
10
0
400.09.030
Interior Buildout / Finishes @ Buckhoist Location - Lvl 3
03Apr-24
16Apr-24
10
0
400.09.040
Interior Buildout / Finishes @ Buckhoist Location - L%A 4
10-Apr-24
23 Apr-24
10
0
400.09.050
Interior Buildout / Finishes @ Buckhoist Location - Lvl 5
17Apr-24
30Apr-24
10
0
400.09.060
Interior Buildout / Finishes @ Buckhoist Location - L%A 6
24-Apr-24
07-May-24
10
0
400.09.070
Interior Buildout / Finishes @ Buckhoist Location - Lvl 7
01-May-24
14-May-24
10
0
400.09.080
Window Wall / Interior Buildout / Finishes @ Buckhoist Location - L%A 8
08-May-24
21-May-24
10
0
400.09.090
Window Wall / Interior Buildout / Finishes @ Buckhoist Location - L%A 9
15-May-24
29-May-24
10
0
400.01.900
Turn #1 Punch / Clean / Inspect
15411ay-24
29-May-24
10
0
400.09.100
Window Wall / Interior Buildout / Finishes @ Buckhoist Location - LvI 10
22-May-24
05- Jun-24
10
0
400.09.110
Window Wall / Interior Buildout / Finishes @ Buckhoist Location - Lvl 11
30-May-24
12,Jun-24
10
0
400.09.120
Window Wall / Interior Buildout / Finishes @ Buckhoist Location - LvI 12
06- Jun-24
19- Jun-24
10
0
400.09.140
Window Wall / Interior Buildout / Finishes @ Buckhoist Location - Lvl 14
13,Jun-24
26,Jun-24
10
0
400.09.150
Window Wall / Interior Buildout / Finishes @ Buckhoist Location - LvI 15
20-Jun-24
03-Jul-24
10
0
400.09.160
Window Wall / Interior Buildout / Finishes @ Buckhoist Location - Lvl 16
27,Jun-24
11 ,Jul-24
10
0
400.09.250
Window Wall / Interior Buildout / Finishes @ Buckhoist Location - LvI 17
05-Jul-24
18-Jul-24
10
0
400.09.260
Window Wall / Interior Buildout / Finishes @ Buckhoist Location - Lvl 18
12,Jul-24
25,Jul-24
10
0
400.09.270
Window Wall / Interior Buildout / Finishes @ Buckhoist Location - LvI 19
19- Jul-24
01 Aug-24
10
9
400.09.280
Window Wall / Interior Buildout / Finishes @ Buckhoist Location - Lvl 20
26,Jul-24
08Aug-24
10
9
400.01.970
Turn #2 Punch / Clean / Inspect
26,Jul-24
08Aug-24
10
0
400.09.290
Window Wall / Interior Buildout / Finishes @ Buckhoist Location - L%A 21
01 Aug-24
14 Aug-24
10
9
400.09.300
Window Wall / Interior Buildout / Finishes @ Buckhoist Location - Lvl 22
07Aug-24
20Aug-24
10
9
400.09.310
Window Wall / Interior Buildout / Finishes @ Buckhoist Location - L%A 23
13-Aug-24
26 Aug-24
10
9
400.09.320
Window Wall / Interior Buildout / Finishes @ Buckhoist Location - Lvl 24
19Aug-24
30Aug-24
10
9
400.09.330
Window Wall / Interior Buildout / Finishes @ Buckhoist Location - L%A 25
23-Aug-24
06Sep-24
10
9
400.09.340
Window Wall / Interior Buildout / Finishes @ Buckhoist Location - Lvl 26
29Aug-24
12Sep-24
10
9
400.09.350
Window Wall / Interior Buildout / Finishes @ Buckhoist Location - L%A 27
05Sep-24
18Sep-24
10
9
400.09.360
Window Wall / Interior Buildout / Finishes @ Buckhoist Location - Lvl 28
11 Sep-24
24Sep-24
10
9
400.01.980
Turn #3 Punch / Clean / Inspect
25Sep-24
08-Oct-24
10
9
Q Install Buck Hoist;& Qonst.Trash Qhu es ; 4th to 7th
Install Buds Hoisf & Const.Trash utes - 8th to i12tM
l Install Buck Hoist & Cbnst Trash Chutes -;14th to ;18t r
--
' h --
j Install buck Hoist & Co'nst.Yraph Chutes-1j9th',to �8th',
li Demob Black Hoist & Con'st. Trash C1 utes
■ F/R/PourSbD Lv1;2
--; ---; ---; ---;---;---- ❑ F/R/Po6- SOD -- ------ --- -- ----- --- ----
0 F/l�,Poyr S¢D -'I Lvl 6
■ F/R/Pbur SOD - Lvl 3
❑ F/R(POur SOD - LVI 5
51' F/WPour 800 - Lvl 7
j ■ Interior Bijildopt / riniphep @ Buckhoist Location',- LEI 1
■ Interior Buildout;/ Finishes Buckhoist Location - Lvl 2
■ ;InteriorlBuildout / Finishes @ Buckhoist Location ; Lvl I3
■ ; Interior Buildout / rinishes @ uckhoist Location;- LvI 4
teribr BUildbut f Finishes @ BuCkhoist 'Location - LM
10 I'ntedor Ouikdout'/ Fi6ishps Buckhoist:Location - Lvl
■ 'Interior Buildout / Finishes Bbckhoist Locatibn -ILvI
■ Window Wall /Ilnterior!Buil out / Finishes @ Buckhoi
■' Window Wall'/ Interior Buildout / finishes a@:Buckhr
■I Turn #1 Punch / Clean / Inspect!
I* Window Wall / l6terior B ildqut /, Finishes @ Buckt
Window Wall / Ihterior uildout'J Finishes Buck
■ j Window Wall /:Inte,rior Buildout / Finishes @ Bud
■: Window wall I Interior Buildout/ rinishesi@ 13ur
■ Window Wall;/ Interic r Buildout /;FinisheB @I 131.
Window, Wall / I rited or Buildout % Finishes (0 B
;■ Window Wall / Inte 'or Buildouti / Finishes @ I
■ Window Wall /IInterior: Buildout/Finished@
1%Vindow Wall'/ In erior Buildout /'Finishes Cc
ElWindow;Wall / 1 teribr Buildout / Firiishes (
10 Tum, #2 Punch)Clean /, Inspect
❑ Window Wall / Interior Buildouti/ Finishes
❑ Window Wall / Interior,Buildout / F,inishes
❑; Window Wall j Interior Buildout / Pinishe:
---; ---; ---; --------;---- -- -- -- -- -- --- -- --
11 Window Wall / Interior BUildbut /;Fini8he
Winc ovvWa I / l6terior Btrildput j Finish
❑ Window W II / Ihterior Buildouti/ Finist
❑ Window Wall / Interior Buildout / Finis
0 Window Wall /i Interior- Buildout / Fini:
--;; I ---;; -I --;; -? ---;; - ; ---;; --------- I -- ; -- I --- ; ■ --Tur-n-#-3- Pu-rich
-ge;-an /-In--s-pect
r_ RemairrngLevel dETfat ♦ ♦ Milestae Page 16of23
AaaA Level dEffat THE NOVUS MSAMET
Actual Wak
o RernaningWak Preliminary GMP CPM Schedule CORPORATION
Ubcal Remaining Wak
All Activities

THE NOVUS
ALL ACTIVITIES Run Date: 25-Feb-22 Data Date: 24-Jan-22 File Name: NOVUS-00
Activity ID
Activity Name
Start
Finish
Orig
Dur
Total
Float
1
2
3 4
5
6
7
8
9
g�D
13
14 15
16 17
18
19
20
21
22 23
24
25
26
27
28
29 30
31
32
33 34
35
36
37
38 39
40
41
42 43
i
STAIR 3
06-Feb-23
03-Apr-23
17-Feb-23
41
10
283
189
--
--
,
j
----- -
-
-- -' ---' ---' ---'
- - - ----------
------------------------------------------------------------------------------------------------------------------------------
-- --- ----
I I I j j
-------------------------------------------------------------------------------------------------T----------------------------
--------
-- - -- -
0 Erect Stairs - Stair 3
D COncrete Fill Stairs - Stair 3
-----------
- � h I �49 I-, ---irk
c an`cal h4
❑ Electrical Rougli-in, (Stair 3
lJ Install Aluminum Stair Railings iSta
0 Caulk Stairwell'- Stair 3
0 Paint Stairwell'- Stair 3
is � St i---------------
1: Install: Lights a
1; Install: Fire alarm ; Stair 3
I Signage - Stair 3
1 TrafficCoatirig -Stair3
- ---------------
Erect Stirs -',Stair 3
0 Concretb Fill Stairs ; Stair 3
❑ Mechanical Rough4n„Stair3
❑ Electrical Rough -in, Stair 3
❑ Install AlurtrinOm StairlRailings - S
M Caulk Stairwell - $tair, 3
0 Paint Stairwell - Stair' 3
;0 Install Lights - Stair
:0 Install Fire alarm - Stair 13
; I Sigriage - Stair 3
0 Tra is oa i L St '� 3
i�' � fins �
■ Erect Stairs Lvlj 1 to 7 Stair 1 j
Irl Erect Stairs:Lvl 8 to:18 Stair 1
O Erect Stairs LA 15 to PH;- Stair
�ongretr Fill Stairs - Starr 1
I I
❑ Mechahical RoUgh4n, Stair
❑ Electrical Rough -in', Stair 1
❑ : Ins aliAluminum S,tair Raili
❑ Caulk Stairwell -Stair 1
0 Paint Stpirw�ll - $tail 1
❑ Install Lights - Stair 1
❑ Install Fire;alarm -Staff-
0' Signage Stair
❑ Traffic Cbating - St air
--- --- -- --- -- ---------------------
I❑ Erect Stair, Lvf 1 to 7 Stair
p ',Erect Stairs; Lvl',8 ta,18
� Erect Stairs Lvi 1:9 t
❑ C:oncretc Fill Stairs -Stair
-------
❑ j Mr chahica'I Raug
------- ------- ------- ,-- --- -- ---,--
r 3
------------------, ----- -----, -------
----------------
air 3
- ------ -- --- -- ---
It
-------- - - - --- ------ - - - - -- --
1
gs' Stair 1'
1
1
--------------------- -- --- -- --- --
1
Stair 1j
28'- Stair 1'
1
' -----'
'n, $tail 1
-- ---,-- --- -- ---,
,
-----------------------
-- --- -- --- -- ---
-- - - -' -- --- -- ---
----- -------- -------- -----
-- --- -- --- -- ---
503.05.100
Erect Stairs - Stair 3
06-Feb-23
503.09.120
Concrete Fill Stairs - Stair 3
20-Feb-23
24-Feb-23
5
283
503.22.150
Mechanical Rough -in, Stair 3
g
27-Feb-23
10-Mar-23
10
283
503.26.140
Electrical Rough4n, Stair 3
27-Feb-23
10-Mar-23
10
283
503.05.010
Install Aluminum Stair Railings - Stair 3
27-Feb-23
08-Mar-23
8
286
503.07.160
Caulk Stairwell - Stair 3
13-Mar-23
17-Mar-23
5
283
503.09.170
Paint Stairwell - Stair 3
14-Mar-23
20-Mar-23
5
283
503.26.190
Install Lights -Stair 3
21-Mar-23
27-Mar-23
5
283
503.28.180
Install Fire alarm - Stair 3
21-Mar-23
27-Mar-23
5
283
503.10.200
Signage - Stair 3
28-Mar-23
29-Mar-23
2
283
503.09.210
Traffic Coating -Stair3
30-Mar-23
03Apr--23
3
283
STAIR 4
20-Feb-23
17 Apr-23
41
276
504.05.100
Erect Stairs - Stair 3
20-Feb-23
03-Mar-23
10
189
504.09.120
Concrete Fill Stairs - Stair 3
06-Mar-23
10-Mar-23
5
276
504.22.150
Mechanical Rough -in, Stair
13-Mar-23
24-Mar-23
10
276
504.26.140
Electrical Rough4n, Stair 3
13-Mar-23
24-Mar-23
10
276
504.05.010
Install Aluminum Stair Railings - Stair 3
13-Mar-23
22-Mar-23
8
279
504.07.160
Caulk Stairwell - Stair 3
27-Mar-23
31-Mar-23
5
276
504.09.170
Paint Stairwell - Stair 3
28-Mar-23
03Apr-23
5
276
504.26.190
Install Lights Stair 3
04-Apr-23
10 Apr-23
5
276
504.28.180
Install Fire alarm - Stair 3
04-Apr-23
10 Apr-23
5
276
504.10.200
Signage -Stair 3
11Apr-23
12Apr-23
2
276
504.09.210
Traffic Coati St air 3
ng -
13- r-23
M
17- r-23
Ap
3
276
STAIR 7
06-Mar-23
05,Jul-23
86
226
501.05.100
Erect Stairs Lvl 1 to 7 - Stair 1
06-Mar-23
17-Mar-23
10
189
501.05.110
Erect Stairs LA 8 to 18 - Stair 1
20-Mar-23
11 Apr-23
17
189
503.05.110
Erect Stairs Lvl 19 to PH - Stair 1
12 Apr-23
04-May-23
17
189
501.09.120
Concrete Fill Stairs - Stair 1
24Apr-Apr
05-May-23
10
226
501.22.150
Mechanical Rough -in, Stair 1
08-May-23
19-May-23
10
226
501.26.140
Electrical Rough4n, Stair 1
08-May-23
19-May-23
10
226
501.05.010
Install Aluminum Stair Railings - Stair 1
08-May-23
19-May-23
10
227
501.07.160
Caulk Stairwell - Stair 1
22-May-23
05,Jun-23
10
226
501.09.170
Paint Stairwell - Stair 1
23-May-23
06,Jun-23
10
226
501.26.190
Install Lights - Stair 1
07-Jun-23
20-Jun-23
10
226
501.28.180
Install Fire alarm - Stair 1
07,Jun-23
20,Jun-23
10
226
501.10.200
Signage - Stair 1
21-Jun-23
27-Jun-23
5
226
501.09.210
Traffic Coating - Stair 1
28-Jun-23
05-May 23
05-May-23
05-Jul-23
01-Sep 23
18-May-23
5
84
10
226
STAIR 2
189
502.05.100
Erect Stairs LA 1 to 7 - Stair 1
189
502.05.110
Erect Stairs Lvl 8 to 18 - Stair 1
19-May-23
13- Jun-23
17
189
asdfsd
Erect Stairs LA 19 to 28 - Stair 1
14,Jun-23
05,Jul-23
15
189
502.09.120
Concrete Fill Stairs - Stair 1
22-Jun-23
06-Jul-23
10
189
502.22.150
Mechanical Rough -in, Stair 1
07- Jul-23
20,Jul-23
10
189
r_ Rermnrig Level dEffat ♦ ♦ Milestom
AdaALevel dEff't
Aaval wax
11111= RenwingWak
Ubcal Renwing Wak
Page 17of23
THE NOVUS
Preliminary GMP CPM Schedule
All Activities
'' ���
CORPORATION

THE NOVUS
ALL ACTIVITIES Run Date: 25-Feb-22 Data Date: 24-Jan-22 File Name: NOVUS-00
Activity ID
Activity Name
Start
Finish
Orig
Dur
Total
Float
1
2
3 4
5
6
7
8
9
10
11
12
13
14115
161171
18
19
20
21
22 23
24
25126127128
29 30
31
32
33 34
35
36
37
3,8139
140141
42 43
502.26.140 Electrical Rough -in, Stair 1
07,Jul-23
20-Jul-23
20-Jul-23
10
189
190
I - -; _- - -
----
J, ; I ;
-----
I I
❑ Electrical Rough -in,
❑ Install Aluminum Stair
❑ Caulk Stairwell -
0 Faint Stairwell -
-- -- -- --- , ---
; ; 9 ------
❑ Install Li hts -
❑ Install Fire ala
0Signage -:Sta
0 Traffic Cdati
- - -; -- - -- I - -- - - -
■ .Caulk Interior Floor,& Null joinxs -
O 'Frei Sprinkler Rbugh-in PKG
pl Eloctrlcal = PKG
-- ----- --- -- - -
I INSPECTION - rire:ProtectionRough-In
O Domestic Water - PKG;
I=leotrigl / Low Voltoge jRo
O Storm/SanitarySewer; PKG
1 INSPECTION - Electrical Rc
0: Install �Parking;Control�Equipment:'-PKG
I :INSPECTION ; Domestic
1 j IN$PE�TICN ; Storm/$a
O Striping & Finishes:- PKG
p GC Punchlist & QIe
❑ OwnerA/I5 --.-
Punch
0 Bldg Dept. In8pe
❑ Frame Gyp Wally - L
p', Rough4n &Inspections - 0
❑' Hang'Gyp - L'1
Fir
1�7
El
❑ Frame Gyp Wallis -;L2
hyough46 & Inspections L2'
0 Hang Gyp -12
,----- -- ----
El
N Frame G" Walls - L 3
Stair 1
mailings - Stair 1
tairt 1
tair' 1
--- 11- --- ---
Stair 1
- Stair 1
r 1
-Stair. 1
- -- -- - -- I --
KC
---------- -
- PKG
gh-in -'K
ugh'; In PKG
'
ate'r- PKG
tary'-PKG
nup - P,KG
'
ist-'PKG I I I I
ions - PKG
ishcs - L1
GC';Pu6chIst &j Gepnup - 41
OwnsrA/E Punchlist '� L1I
0 Bldg Dept. Inspections - L1 I
L2
---
GC Punchlist :& Cleariup - L2
OwnerA/E Punchlist - L2
1 Bldg Dgpt.:Inspections, - L'
- -- I - -- I --
--
I I I
502.05.010 Install Aluminum Stair Railings - Stair 1
07-Jul-23
10
502.07.160 Caulk Stairwell - Stair 1
21,Jul-23
03Aug-23
10
189
502.09.170 Paint Stairwell - Stair 1
24- Jul-23
04 Aug-23
10
189
502.26.190 Install Li hts - Stair 1
9
07Au 23
9
18Au 23
9-
10
189
502.28.180 Install Fire alarm - Stair 1
07 Aug-23
21 Aug-23
18-Aug-23
25Aug-23
10
5
189
189
502.10.200 Signage - Stair 1
502.09.210 Traffic Coating-Stair 1
INTERIOR•
ODIU
PARKING DECK
400.07.200 Caulk Interior Floor & Wall Joints - PKG
28-Aug-23
19-Jan-23
03-Mar-23
03-Mar-23
01Sep-23
•
15-Mar-24
01-Aug-23
16-Mar-23
5
189
,,;
106
10
212
212
400.21.920
Fire Sprinkler Rough4n - PKG
17-Mar-23
13 Apr-23
20
212
400.26.200
Electrical -PKG
31-Mar-23
27Apr-23
20
212
400.21.910
INSPECTION -Fire Protection Rough -In -PKG
14-Apr-23
14 Apr-23
1
237
400.22.010
Domestic Water - PKG
28Apr-23
18-May-23
15
212
400.26.930
Electrical / Low Voltage Rough4n - PKG
28Apr-23
11-May-23
10
217
400.22.050
Storm/Sanitary Sewer- PKG
28-Apr-23
18-May-23
15
212
400.26.920
INSPECTION - Electrical Rough -In - PKG
12-May-23
12-May-23
1
217
400.27.100
Install Parking Control Equipment - PKG
12-May-23
25-May-23
10
228
400.33.970
INSPECTION -Domestic Water -PKG
19-May-23
19-May-23
1
212
400.33.980
INSPECTION - Storm/Sanitary - PKG
19-May-23
19-May-23
1
212
400.09.240
Striping & Finishes - PKG
22-May-23
19,Jun-23
20
212
400.01.910
GC Punchlist & Cleanup - PKG
20-Jun-23
11-Jul-23
15
212
400.01.960
OwnerA/EPunchlist -PKG
12,Jul-23
25-Jul-23
10
212
400.01.940
Bldg Dept. Inspections - PKG
26- Jul-23
01 Aug-23
5
212
LEVEL 1
19,Jan-23
09,Jan-24
247
102
301.09.100
Frame Gyp Walls - L1
19-Jan-23
01-Feb-23
10
83
301.09.120
Rough4n & Inspections - L1
26-Jan-23
22-Feb-23
20
83
301.09.130
Hang G L1
17 r-23
28 r-23
10
46
301.09.110
Finishes - L1
28Sep-23
22-Nov-23
40
0
301.01.910
GC Punchlist &Cleanup - L1
27-Nov-23
15-Deo-23
15
102
301.01.960
OwnerA/E Punchlist - L1
18-Dec-23
02- Jan-24
09,Jan-24
19-Jan-24
15-Feb-23
10
5
245
10
102
301.01.940
Bldg Dept. Inspections - L1
03,Jan-24
102
LEVEL 2
02-Feb-23
02-Feb-23
94
302.09.100
Frame Gyp Walls - L2
83
302.09.120
Rough4n & Inspections - L2
09-Feb-23
08-Mar-23
20
83
302.09.130
Hang Gyp - L2
01-May-23
12-May-23
10
46
302.09.110
Finishes - L2
10-Oct-23
06-Dec-23
40
0Finishes:-
302.01.910
GC Punchlist & Cleanup - L2
07-Deo-23
28-Deo-23
15
94
302.01.960
OwnerA/E Punchlist - L2
29-Deo-23
12,Jan-24
10
94
302.01.940
Bldg Dept. Inspections - L2
15- Jan-24
19- Jan-24
5
94
LEVEL 3
21-Feb-23
31,Jan-24
240
86
303.09.100
Frame Gyp Walls - L3
21-Feb-23
06-Mar-23
10
80
r� RemainrigLevel dEfxxt ♦ ♦ Milestom
Adaial Level dEtxat
Aaval wax
� Ren-airrngWax
Cdfical Remaining Wak
Page 18of23
THE NOVUS
Preliminary GMP CPM Schedule
All Activities
.--= A,— .=�.
'' � �
CORPORATION

THE NOVUS
ALL ACTIVITIES Run Date: 25-Feb-22 Data Date: 24-Jan-22 File Name: NOVUS-00
Activity ID
Activity Name
Start
Finish
Orig
Dur
Total
Floatt12
3 4
5
6
7
8
9
ttD
13
14115
161171
18
19
20
21
22 23
24
25126127128
29 30
31
32
33 34
35
36
37
3,8139
140141
42 43
303.09.120
Rough4n & Inspections - L3
Hang Gyp - L3
28-Feb-23
27-Mar-23
26-May-23
20
80
46
--- -
I
'-
- '--- - - -
;
---, --, ----,
- ---
0; Rough -in & Impections - L3
❑ : Hang Gyp', - L3
■ Frdme;Gyp Wells _ L4:
Dough-n & Mnspectipns',- L
M Hang Gip -14
■ Frarne Gyp Walls - L5
I♦ Rough -in & Inspection's - L5
❑ I Heng Gyp - L5
0
- -- - - - - -- - -- - - - - -- - - - - -- - -- - - - - -----
;❑ Frajne Gyp Walls -:L6
Roucoh4r� & fnspectibns , L6
---, ----,- ----
M Hang GYp _ b
L6
4 Frame Gyp Walls - L?
O Rough -in & InSpeCtion's - L7
■ Hang Gyp',- L
; ; ;
------ --- -
ineG Walls_'
:Frame ypl L8
p Rough -in & Inspections
N 'Harig Gyp 'L8
Finishes - L3
GC unchliat &Cleanup - L
O 00,meeA/E Puhchlist -13 i
- - -- - - -, n - -
� Bldg patit• Ispeptions -1-3 I I
Fi ni L4
'shes
GC Punchlist &Cleanup -jL4
■ OwnerA9E Punchlist - L4
1 :Bldg Dapt. jnspectipns L4,
------ -- ----------------,--
inighea - Lp
M GC Punchlist & aeahup , L5'
- - - - - ---------- - - -'---- - -
■ ',--
;OwnerA/E Punxchli ---, --!
1 Bldg deptl, Inspections - L'5
---------- ------ -------------
M Frishes - L6
0 ;GC IPurichlist &;Cleanup - L6
LI: Oyne�A/E Pynch;list �L6',
0 Bldg;Deot. 16spectiohs -IL6
------- ------ ------ -- ------
Finishes, LT
-
- ; - - --- - '--
I GC PUnch,list & Cl
❑ OwnerA%E Flunchlist� - L7
0 (Bldg Dept. Inspectibnsl-L7
- - - --------------
----
1_81
;Finishes - L'8
-- - - - - -- - - -- -- ---
I I I
- - - - ----- - - -. -- - - --,
------ ------------,
-- --- -- --- -- ----
- -; - - - -'
303.09.130
15-May-23
10
303.09.110
Finishes - L3
20-Oct-23
18-Deo-23
40
0
303.01.910
GC Punchlist & Cleanup L3
19-Dec-23
1 O-Jan-24
15
86
303.01.960
OwnerA/E Punchlist - L3
11,Jan-24
24,Jan-24
10
86
303.01.940
BldgDept. Inspections-L3
25-Jan-24
31-Jan-24
5
86
LEVEL 4
07-Mar-23
12-Feb-24
238
78
304.09.100
Frame Gyp Walls - L4
07-Mar-23
20-Mar-23
10
80
304.09.120
Rough4n & Inspections - L4
14-Mar-23
10Apr--23
20
80
304.09.130
Hang Gyp - L4
30-May-23
12,Jun-23
10
46
304.09.110
Finishes - L4
01-Nov-23
29-Dec-23
40
0
304.01.910
GC Punchlist & Cleanup - L4
02,Jan-24
22,Jan-24
15
78
304.01.960
OwnerA/E Punchlist - L4
23- Jan-24
05-Feb-24
10
78
304.01.940
Bldg Dept. Inspections - L4
06-Feb-24
12-Feb-24
22-Feb-24
03-Apr-23
5
236
10
78
LEVEL 5
21-Mar-23
70
305.09.100
Frame Gyp Walls - L5
21-Mar-23
80
305.09.120
Rough4n & Inspections - L5
28-Mar-23
24 Apr-23
20
80
305.09.130
Hang Gyp - L5
13,Jun-23
26,Jun-23
10
46
305.09.110
Finishes - L5
13-Nov-23
11-Jan-24
40
0
305.01.910
GC Punchlist & Cleanup - L5
12,Jan-24
01-Feb-24
15
70
305.01.960
OwnerA/E Punchlist - L5
02-Feb-24
15-Feb-24
10
70
305.01.940
Bldg Dept. Inspections - L5
16-Feb-24
22-Feb-24
5
70
LEVEL 6
04Apr-23
05-Mar-24
234
62
306.09.100
Frame Gyp Walls - L6
04-Apr-23
17 Apr-23
10
80
306.09.120
Rough4n & Inspections - L6
11Apr-23
08-May-23
20
80
306.09.130
Han G L6
9 Gyp -
27tiJun-Jun
11,1u1-23
10
46
306.09.110
Finishes - L6
27-Nov-23
23,Jan-24
40
0
306.01.910
GC Punchlist &Cleanup L6
24tiJan-24
13-Feb-24
15
62
306.01.960
OwnerA/E Punchlist - L6
14-Feb-24
27-Feb-24
10
62
306.01.940
Bldg Dept. Inspections - L6
28-Feb-24
05-Mar-24
5
62
LEVEL 7
18Apr-23
15-Mar-24
232
54
307.09.100
Frame Gyp Walls - L7
18-Apr-23
01-May-23
10
80
307.09.120
Rough4n &Inspections - L7
25Apr-23
22-May-23
20
80
307.09.130
Hang Gyp - L7
12,Jul-23
25,Jul-23
10
46
307.09.110
Finishes - L7
07-Dec-23
02-Feb-24
40
0
307.01.910
GC Punchlist & CleanupL7
05-Feb-24
23-Feb-24
15
54
307.01.960
OwnerA/E Punchlist - L7
26-Feb-24
11-Mar-24
08-Mar-24 10
15-Mar-24 5
9-Jul-24 302
27-Mar-24 230
—
15-Ma 23 10
Y-
06,Jun-23 20
54
54
307.01.940
OWER RENTALS (W 8-20,
LEVEL 8
308.09.100
Bldg Dept. Inspections-L7
Turn #2)
02- y-
94
02-May-23
02-Ma 23
Y
09-May-23
Frame G Walls - L8
Gyp
80
80
308.09.120
Rough4n & Inspections - L8
308.09.130
Hang Gyp - L8
02 Aug-23
15-Aug-23
10
41
308.09.110
Finishes - L8
19-Dec-23
14-Feb-24
40
0
Rerran T Level dEffat ♦ ♦ Milestom
"dkALevel d Eff°'t
� wax
RernairingWax
Ubcal Remaining Wak
Page 19of23
THE NOVUS
Preliminary GMP CPM Schedule
All Activities
MSAMET
ORPORATION

THE NOVUS
ALL ACTIVITIES Run Date: 25-Feb-22 Data Date: 24-Jan-22 File Name: NOVUS-00
Activity ID
Activity Name
Start
Finish
Orig
Dur
Total
Float
1
2
3 4
5
6
7
8
9
10
11
12
13
14 15
16 17
18
19
20
21
22 23
24
25
26
27
28
29 30
31
32
33 34
35
36
37
38139
40141
42 43
308.01.910
GC Punchlist & Geanup - L8
15-Feb-24
06-Mar-24
15
10
94
94
-
---- --- ---- L------•----------
---;---i---,L------i-----
-----
---;---i---,` --- ' i------;
---; -- ;---,,L------;-----
--------
0 Frama Gyp Walls- L9
Roughen $ Ingpegtion
O' Hsng';Gyp - L
-- ---,-- ---; ---
■ (Frame Gyp;Walls - L10
j MO Fkough46 & Insp�cti
0 :Hang Gyp
;----- -- ------
■I Frame Gyp Walls:- L11
,--
0 Rouh-in& g In'sP e
■; Hang IG
-- -- ---------
rraMe Oyp Walls -
I O Rough-inl & IrSsp
I ❑ Hang G
;----- ;---,L---------
■: Frame Gyp Walls
IRotSgh4n &;Ins
■; Hang
-----
� I I
p QC Punchlist & Cleanup:- L$
: ❑ Owner' : -1
A/E�Punchlist - L8
ff Bldg Dept. Inspections - L8 1
5 - L'9
---
;
Fihishas -IL9
10 GC; Punchlist 8� Cleanup -(9
m OwndrAJE Piinclilist'7 L9
1 Bldg) Dept. Inspectigns ; L9
-- ---1 ---
ns L1
Ltd
Finishes:- L1:0
---
M GC Punchlist & Cleanup . L10
❑ OwrlerA/E Punchlist - L I O
0 Bldg D�pt.;Inspectjons - L J 0
ions' -L11
-L11
Finishes - 411
0 GC Punchlist & Cleanup - L11
■ Owner,A/B Punchlist ;L11'
--- --
0 Bldg bept. Inspections - L11
12; ;
ctiohs ; L12
- L12
---
-----,es-L12
Finish
O GC Puhchlist & Cleanup - L12
0 OvrmgrA/� Punchlist- L12
:1 Bldo Dept. Ihsppctidns L1
---
L14
ectlons - L14
yp; - L j 4 ;
Finishes - L14
p QC Punchlistl&Cleanup- L1
chlist L
❑ OwnerA/E pun 14
I I I
0 Bldg Dept; Inspections - L
--
--
--
I I I
--
4
308.01.960
OwnerA/E Punchlist - L8
07-Mar-24
20-Mar-24
308.01.940
Bldg Dept. Inspections - L8
21-Mar-24
27-Mar-24
5
94
LEVEL 9
309.09.100 Frame Gyp Walls - L9
16-May-23
08-Apr-24
30-May-23
228
86
16-May-23
10
80
309.09.120
Rough4n & Inspections - L9
23-May-23
20-Jun-23
20
80WE
309.09.130
Han G L9
9 YP
16Au 23
9
29Au 23
9-
10
41
309.09.110
Finishes - L9
02-Jan-24
26-Feb-24
40
0
309.01.910
GC Punchlist & Cleanup - L9
27-Feb-24
18-Mar-24
15
86
309.01.960
OwnerA/E Punchlist - L9
19-Mar-24
01Apr-24
10
86
309.01.940
Bldg Dept. Inspections - L9
02 Apr-24
08-Apr-24
5
86
LEVEL 10
31-May23
18Apr24
226
78
310.09.100
Frame Gyp Walls - L10
31Aby-23
13-Jun-23
10
80
310.09.120
Rough4n & Inspections - L10
07,Jun-23
05,Jul-23
20
80
310.09.130
Hang Gyp - L10
30-Aug-23
13Sep-23
10
41
310.09.110
Finishes - L10
12,1an-24
07-Mar-24
40
0
310.01.910
GC Punchlist & CleanupL10
08-Mar-24
28-Mar-24
15
78
310.01.960
OwnerA/E Punchlist - L10
29-Mar-24
11 Apr-24
10
78
310.01.940
Bldg Dept. Inspections - L10
12 Apr-24
18 Apr-24
5
78
LEVEL 11
14,Jun-23
30Apr-24
224
70
311.09.100
Frame Gyp Walls L11
14-Jun-23
27-Jun-23
10
80
311.09.120
Rough4n & Inspections
9 p
21-Jun-23
19-Jul-23
20
80
311.09.130
Hang Gyp - L11
14Sep-Sep
27Sep-Sep
10
41
311.09.110
Finishes - L11
24- Jan-24
19-Mar-24
40
0
311.01.910
GC Punchlist & Cleanup - L11
20-Mar-24
09Apr-24
15
70
311.01.960
OwnerA/E Punchlist - L11
10-Apr-24
23 Apr-24
10
5
222
10
70
311.01.940
Bldg Dept. Inspections - L11
24Apr-Apr
30Apr-Apr
10-May-24
12-Jul-23
70
LEVEL 12
28-Jun-23
28-Jun-23
62
312.09.100
Frame Gyp Walls - L12
80
312.09.120
Rough4n & Inspections - L12
06-Jul-23
02 Aug-23
20
80
312.09.130
Hang Gyp - L12
28Sep-23
11-Oct-23
10
41
312.09.110
Finishes - L12
05-Feb-24
29-Mar-24
40
0
312.01.910
GC Punchlist & Cleanup - L12
01Apr-24
19Apr-24
15
62
312.01.960
OwnerA/E Punchlist - L12
22Apr-24
03-May-24
10
62
312.01.940
Bldg Dept. Inspections - L12
06-May-24
10-May-24
5
62
LEVEL 14
13,Jul-23
22-May-24
220
54
314.09.100
Frame Gyp Walls - L14
13-Jul-23
26-Jul-23
10
80
314.09.120
Rough4n &Inspections - L14
20,1u1-23
16Aug-23
20
80
314.09.130
Hang Gyp - L14
12-Od-23
25-Od-23
10
41
314.09.110
Finishes - L14
15-Feb-24
10Apr--24
40
0
314.01.910
GC Punchlist & Cleanup - L14
11 Apr-24
01-May-24
15
54
314.01.960
OwnerA/E Punchlist - L14
02-Ma 24
Y
15-Ma 24
Y-
10
54
314.01.940
Bldg Dept. Inspections - L14
16-May-24
22-May-24
5
54
LEVEL 15
27-Jul-23
04-Jun-24
218
46
RemainrigLevel dETfat ♦ ♦ Milestom
"`mil Level dEff°'t
aaval wax
o Ren-airing Wax
Cdfical Remaining Wak
Page 20 of 23
THE NOVUS
Preliminary GMP CPM Schedule
All Activities
'' ���
CORPORATION(

THE NOVUS
ALL ACTIVITIES Run Date: 25-Feb-22 Data Date: 24-Jan-22 File Name: NOVUS-00
Activity ID
Activity Name
Start
Finish
Orig
Dur
Total
Float
�12
3 14
5
6
7
18
9
10
11
12
13
14115
161171
18
19
20
21
22 23
24
25126127128
29 30
31
32
33 34
35
36
37
3,8139
140141
42 43
315.09.100
Frame Gyp Walls - L15
Rough4n & Inspections - L15
27-Jul-23
09-Aug-23
30-Aug-23
10
80
80
---, ---- ---- -------------------
---- -
-- -,
----------------
❑ Frame Gyp Walls-
■U Rough4n :& I
a Han-
---- ---- - --- -- -- ---,--------,
❑ Fame, Gyp W
0 RoUgh-In &
■ ;Hang
- - -,-
0 Frame Gyp
Rbugh-in
*
❑ : Frame:Gyp
Rou�gh41
■
■ Frame Gyp
OM'I Rqug
I ; ❑ Frame
- -----
O Rou
1;15
spections -'L15
G - -L15'
)rP -
000 : Firishes - i_15
O GC PunlchIW & ICleenu0 -
❑I OvmerA/F- Punchjlist ; L1
0 8Idg0ept. Inspections -
-- ---.-- --- -------
Its L16
Inspections - L16
Gyp;- L1,6
Finishes - L16
GC Pulnchlist & G�anwp
10 O merNE Punghlist - L
1 :Bldg Dept. Inspections
ails - L17
& Inspections -;L17 I I I
Hang Gyp - L17j
'RnMes - L`I7
6C Punchlist &Cleanup
❑ OwnerA/E'Purichlist
0; Bldg Dept, Inspection
Walls, L18
& Inspections:- L18
Hahg gyp'- L18
Firtishcs - L18
j GG, Punchlist & Geanup
❑ OwnerA/EPwnchlist
0 Bldg Dept. Ihspecti
Walls - L'19
4n Inepeptio6s - i_19
Hano Gyp -;L19
Sift Finished L1,9
0: GC Pun( hIist � Cleanup
❑ OwrlerA/E Punchli
j 1 Bldg Dept.:Inspections:
Gyp, Wells -, L20
h-i n &Ins ------------- --- p - L2.0
■ Hang Gyp;- L20
15
L15
--- -- - - -_
L16;
16
- L16
I I I
1_1i7
17
- L'17
- 418,
1_18
ns; L18
L1g
- L19
- L19
315.09.120
03-Aug-23
20
315.09.130
Han G L15
9 YP -
26-Oct-23
08-Nov-23
10
41
315.09.110
Finishes - L15
27-Feb-24
22 Apr-24
40
0
315.01.910
GC Punchlist & Cleanup - L15
23Apr-24
13-May-24
15
46
315.01.960
OwnerA/E Punchlist - L15
14-May 24
28-May-24
10
46
315.01.940
Bldg Dept. Inspections - L15
29-May-24
04,Jun-24
5
46
LEVEL 16
10-Aug-23
14-Jun-24
216
38
316.09.100
Frame Gyp Walls - L16
10Aug-23
23Aug-23
10
80
316.09.120
Rough4n & Inspections - L16
17Aug-23
14Sep-23
20
80
316.09.130
Hang Gyp - L16
09-Nov-23
22-Ni
10
41
316.09.110
Finishes - L16
08-Mar-24
02-May-24
40
0
316.01.910
GC Punchlist &Cleanup L16
03 May 24
23-May-24
15
38
316.01.960
OwnerA/E Punchlist - L16
24-May-24
07,1un-24
10
38
316.01.940
Bldg Dept. Inspections - L16
10-Jun-24
14-Jun-24
5
38
LEVEL 17
24-Aug-23
26,Jun-24
214
10
30
80
317.09.100
Frame Gyp Walls - L17
24 Aug-23
07Sep-23
317.09.120
Rough4n & Inspections - L17
31Aug-23
28Sep-23
20
80
317.09.130
Hang Gyp - L17
27-Nov-23
08-Dec-23
10
41
317.09.110
Finishes - L17
20-Mar-24
14-May-24
40
0
317.01.910
GC Punchlist & Cleanup - L17
15-May-24
05-Jun-24
15
30En
317.01.960
OvmerA/EPunchlist -L17
06-Jun-24
19-Jun-24
10
30
317.01.940
Bldg Dept. Inspections - L17
20�1un-24
26�1un-24
5
30
LEVEL 18
318.09.100 Frame Gyp Walls - L18
318.09.120 Rough4n & Inspections - L18
08Sep-23
09-Jul-24
212
22
08Sep-23
21 Sep-23
10
20
80
80
15Sep-23
12-Od-23
318.09.130
Hang Gyp - L18
11-Deo-23
22-Deo-23
10
41
318.09.110
Finishes - L18
01 Apr--24
24-May-24
40
0
318.01.910
GC Punchlist &Cleanup - L18
28-May-24
17,1un-24
15
22
318.01.960
OvmerA/EPunchlist -L18
18-Jun-24 01-Jul-24
02,Jul-24 09,Jul-24
22Sep-23
10
5
22
22
318.01.940
TOWER CONDOS (L%4 21-28,
LEVEL 19
319.09.100
Bldg Dept. Inspections - L18
Turn #
22Sep 23
19,Ju1-24
210
65
Frame Gyp Walls - L19
22Sep-23
29Sep-23
05-Oct-23
26-Od-23
10
20
80
80
319.09.120
Rough4n & Inspections - L19
319.09.130
Hang Gyp - L19
26-Deo-23
09,Jan-24
10
41
319.09.110
Finishes - L19
11 Apr-24
06-Jun-24
40
0
319.01.910
GC Punchlist & Cleanup - L19
07,Jun-24
27,Jun-24
15
65
319.01.960
OwnerA/E Punchlist - L19
28tiJun-24
12,Ju1-24
10
65
319.01.940
Bldg Dept. Inspections - L19
15,Jul-24
19,Jul-24
5
65
LEVEL 20
320.09.100 Frame Gyp Walls - L20
06-Oct-23
06-0ct-23
31,Jul-24
19-Oct-23
208
10
57
80
320.09.120
Rough4n &Ins Inspections - L20
9 p
13-0ct-23
09-Nov-23
20
80
320.09.130
Hang Gyp - L20
10-Jan-24
23-Jan-24
10
41
Rm-a nrig Level d Ef at ♦ ♦ Milesbie
AdkA Level dEtxat
aaval wax
111111= RemairrngWax
Ubcal Ren-airing Wak
Page 21 of 23
THE NOVUS
Preliminary GMP CPM Schedule
All Activities
'' � �
CORPORATION

THE NOVUS
ALL ACTIVITIES Run Date: 25-Feb-22 Data Date: 24-Jan-22 File Name: NOVUS-00
Activity ID
Activity Name
Start
Finish
Orig
Dur
Total
Float
1
2
3 4
5
1 6
7
8
9
10
11
12
13
14 15
16 17
18
19
20
21
22 23
24
25
26
27
28
29
30
31
32
33 34
35
36
37
38 39
40
41
42 43
320.09.110
Finishes - L20
23-Apr-24
18 Jun-24
10-Jul-24
40
0
57
- --------------------
------------------
- --- -- -- ----- ---7-
-- -' - - -' - - -' - - -'-- - - - -'-
- --------------------
-----------------------'--
----'
---------------------
-- --- -- ---------------------
FjamD
0
---------------
' --- ----- -- ------
---- ----- ------------
❑ j Fra
E) Frame
-- --- -- ---------------------
I j
---'-----'------'------------------------------'--
; U
----- - ' ---' ---'
- - - - ---------
-- --- -- ---------------------
Finishes - L20
C7 GC Punchlist & Cle
; ■ I OMmeltA/E Punch
-------------- ----- - SPX• ---
M BldgInspe
Gyp Walls- L21
ugh An & Inspections - L21'
■ Hang Gyp - L21;
------- -- --
'- r
MOM: Fip' ish' Ps 1_21j
O GC Punchlist & G
p ONmerA%E P,unc
0 13Idg Dept. fnsp
- ------ --
a Gyp Walls -j L2
Rouoh4h & InsO.ectibns:- L22
■ ;Hang Gyp'; L22
Finishes - L22
0 GC Punchlistl& Cleartup
0Owr7erA/E Pun
1 Bldg Dept. l Inspections
Gyp Walls - L23
Rough4n & Inspections - L23;
- -- ----- --
Flan 6 G p - - 23 - - - - - -
* 9 yP-� '
Finishes - L23
10 GC Punchlist &
■ OwnerA/15 Pu
0 Bldg Dept. In
--- -- --- ---
Frame :Gyp Wells L24
Rough -in & jnspectipnsl- L24
❑ Hang Gyp - L24
Fihish',es - L24
----
j G Pu ch
� C+ n list
❑ OwnerA/E Punchlist,
;0 BIcI6 Dept. Inspections
Frame Gyp Wally - L25
----- io -----',--
Rqugh4n $ Ingoa G i qs - l; 25
0 Hang Gyp - L25:
111" Finishes:- L25
0 GC Punchlist
■ ICwiierA/E
1 Bldg Dept.
nup - L'20
ist -;L20
ions-L20
anrip -IL21:
list:- L�1
ctions'- L21
-----------------------
L22
- - -- -- - - -- --
hlist 422
- L22
leanup - L23
ichlist -' L29
3peetiohs - 1_231
-- ---'-- ---'-------
-- -- ---
CldanLp - L24, j
- L24
L24
& Cleanup - L25
PunChlist - L'25
Inspection] - L25
320.01.910
GC Punchlist & Cleanup - L20
19-Jun-24
15
320.01.960
OwnerA/E Punchlist - L20
11,1u1-24
24,1u1-24
10
57
320.01.940
Bldg Dept. Inspections-L20
25-Jul-24
31-Jul-24
5
57
LEVEL 21
321.09.100 Frame Gyp Walls - L21
20-0ct-23
20-Oct-23
27-Oct-23
12-Aug-24
02-Nov-23
206
49
10
20
80
80
321.09.120
Rough4n & Inspections - L21
27-Nov-23
321.09.130
Hang Gyp - L21
24-Jan-24
06-Feb-24
10
41
321.09.110
Finishes - L21
03-May-24
28,Jun-24
40
0
321.01.910
GC Punchlist & Cleanup - L21
01,Jul-24
22,Jul-24
15
49
321.01.960
OwnerA/E Punchlist - L21
23-Jul-24
05-Aug-24
10
49
321.01.940
Bldg Dept. Inspections - L21
06Aug-24
12Aug-24
5
49
LEVEL 22
03-Nov-23
21-Aug-24
203
42
322.09.100
Frame Gyp Walls - L22
03-Nov-23
16-Nov-23
10
80
322.09.120
Rough4n & Inspections - L22
10-Nov-23
11-Dec-23
20
80
322.09.130
Hang Gyp - L22
07-Feb-24
20-Feb-24
10
41
322.09.110
Finishes - L22
14-May-24
10-Jul-24
40
0
322.01.910
GC Punchlist & Cleanup - L22
11,Jul-24
31,Jul-24
15
42
322.01.960
OwnerA/E Punchlist - L22
01 Aug-24
14 Aug-24
10
42
322.01.940
Bldg Dept. Inspections - L22
15-Aug-24
21-Aug-24
5
42
LEVEL 23
17-Nov-23
30-Aug-24
200
35
323.09.100
Frame Gyp Walls - L23
17-Nov-23
04-Dec-23
10
80
323.09.120
Rough4n & Inspections - L23
28-Nov-23
26-Deo-23
20
80
323.09.130
Han G L23
9 Gyp
21-Feb-24
05-Mar-24
10
41
323.09.110
Finishes - L23
23-May-24
19,Jul-24
40
0
323.01.910
GC Punchlist & Cleanup - L23
22-Jul-24
09-Aug-24
15
35
323.01.960
OwnerA/E Punchlist - L23
12Aug-24
23-Aug-24
10
35
323.01.940
Bldg Dept. Inspections - L23
26-Aug-24
30-Aug-24
5
35
LEVEL 24
324.09.100 Frame Gyp Walls - L24
05-Dec-23
05-Dec-23
11-Sep-24
18-Dec-23
197
28
10
80
324.09.120
Rough4n & Inspections - L24
12-Deo-23
10,Jan-24
20
80
324.09.130
Hang Gyp - L24
06-Mar-24
19-Mar-24
10
41
324.09.110
Finishes - L24
04,Jun-24
30,Jul-24
40
0
324.01.910
GC Punchlist & Cleanup L24
P
31�Jul-24
20Au 24
9-
15
28
324.01.960
OwnerA/E Punchlist - L24
21 Aug-24
04Sep-24
10
28
324.01.940
Bldg Dept. Inspections-L24
05Sep-24
11Sep-24
5
28
LEVEL 25
19-Dec-23
20-Sep-24
194
21
325.09.100
Frame Gyp Walls - L25
19-Deo-23
03,Jan-24
10
80
325.09.120
Rough4n & Inspections - L25
27-Dec-23
24-Jan-24
20
80
325.09.130
Hang Gyp - L25
20-Mar-24
02Apr-24
10
41
325.09.110
Finishes - L25
13-Jun-24
08-Aug-24
40
0
325.01.910
GC Punchlist & Cleanup - L25
09Aug-24
29Aug-24
15
21
325.01.960
OwnerA/E Punchlist - L25
30 Aug 24
13Sep-24
1 10
21
325.01.940
Bldg Dept. Inspections - L25
16Sep-24
20Sep-24
5
21
Rermnrig Level dEf at ♦ ♦ Milesbie
AdkA Level dEtxat
� wax
11111= Ren-airrngwax
Ubcal Remaining Wak
Page 22 of 23
THE NOVUS
Preliminary GMP CPM ScheduleCORPORATION
All Activities
'' ���

THE NOVUS
ALL ACTIVITIES
Run Date: 25-Feb-22 Data Date: 24-Jan-22 File Name: NOVUS-00
Activity ID
Activity Name
Start
Finish
rig
TDur
Total Float
1
12
1 3 1 4
1 5
1 6
7
8
9
1 IT
11
12
13114115116117118119120121
22 23
24
25
26
27
28129130131132
33134
35
36
37
38139
40141
42143
TF
LEVEL 26
04-Jan-24
04-Jan-24
01-Oct-24
17-Jan-24
191
10
14
80
--------------
■ 'Frame Gyp Walls -126
Rough -in & Inspectibns L26
I❑ ;Hang Oyp - L20
---,-- --- -- --- ---
:Finishes - L26
EJ GC Punphli
❑C%knerA/E
1 Bldg Dept.
0 Frame Gyp Wally - L27
p Rough -in & IngpeGtiom L27:
1U Hang; Gyp - L;27
Finishes -IL2
00 GQ Pupchl
❑ Owner Aj
0 13Idg De
■ ;Frame Gypl Walls -IL26
L�] kough-irj & Ipspgctigns - L2$
--- --
0 'Hang Gyp ;128
O Finishes - L28
- 0 GC Punc
■ ;Owner
1 ;Bldg
t & Cleanup L,'26
Punchlist-:L26
lftpe'ctiobs -IL26
st & Clgant p -1-27:
E Punchlist:- L27
ot. Insplectipnsr L27
----------------- --
list :& Cleanup', L28
E Punchlist - L28
pt. jlnspecfiiong - L28
326.09.100
Frame Gyp Walls - L26
326.09.120
Rough4n &Inspections - L26
11,Jan-24
07-Feb-24
20
80
326.09.130
Hang Gyp - L26
03-Apr-24
16 Apr-24
10
41
326.09.110
Finishes - L26
24,Jun-24
19Aug-24
40
0
326.01.910
GC Punchlist &Cleanup L26
20 Aug 24
10Sep-24
15
14
326.01.960
OwnerA/EPunchlist -L26
11Sep-24
24Sep-24
10
14
326.01.940
Bldg Dept. Inspections - L26
25Sep-24
01-W-24
10-Oct-24
31-Jan-24
5
188
10
14
LEVEL 27
18,Jan-24
7
327.09.100
Frame Gyp Walls - L27
18,Jan-24
80
327.09.120
Rough4n & Inspections-L27
25-Jan-24
21-Feb-24
20
80
327.09.130
Hang Gyp - L27
17Apr-24
30Apr-24
10
41
327.09.110
Finishes - L27
03-Jul-24
28-Aug-24
40
0
327.01.910
GC Punchlist &Cleanup - L27
29Aug-24
19Sep-24
15
7
327.01.960
OwnerA/E Punchlist - L27
20Sep-24
03-Od-24
10
7
327.01.940
Bldg Dept. Inspections - L27
04-0ct-24
10 Oct-24
5
7
LEVEL 28
328.09.100 Frame Gyp Walls - L28
01-Feb-24
214)ct-24
14-Feb-24
06-Mar-24
185
0
01-Feb-24
08-Feb-24
10
20
80
80
328.09.120
328.09.130
Rough4n & Inspections - L28
Hang Gyp - L28
01-May-24
14-May-24
10
41
328.09.110
Finishes - L28
15- Jul-24
09Sep-24
40
0
328.01.910
GC Punchlist & Cleanup L28
10Sep-24
30Sep-24
15
0
328.01.960
OwnerA/E Punchlist - L28
01-Oct-24
14-0ct-24
10
0
328.01.940
Bldg Dept. Inspections - L28
15-Od-24
21-0ct-24
5
0
Rerran T Level dETfat ♦ ♦ Milesto re
AdkA Level dEtxat
� wax
o Ren-aningWax
IIIIIIIIIIIIIIIIIIIIIIII■ Ubcal Remaining Wak
Page 23 of 23
THE NOVUS
Preliminary GMP CPM Schedule
All Activities
�
'' ME
CORPORATION

ATTACHMENT G -
CONTAMINANT OVERLAY
MAP

6717
,O/TMW-1
a)pyrene an
Z / -..ZV
ESG-1- ----- --------
Ie, Bromodichlorometha e '
aitadiene and Chloroform) ASS-2/TMW-2
RE FDMF - (Arsenic in Soil) •
GENERATOROM WATE
a It
■
a
EMERGE Y
RETAIL G
MAIN ELE 8938 • ■ -� '�
EA B AREA C in
.` —
y
.A D,, ES_G_2- 7�H,
AREA E t
ECYLN; NOTE: CHEMICAL CONSTITUENTS IDENTIFIED
, DOCK OFFK:ECON HAVE BEEN REPORTED ABOVE THEIR RESPECTIVE REOSII RESIDENTIAL AND/OR LOBBY D/O
STDRgGE - - } '9 NON-RESIDENTIAL PSRG,I SGSL, OR NCGQS.
f ARSENIC CONCENTRATION'S CONSISTENT WITH
4 NATURALLY OCCURRING CONCENTRATIONS.
n o ESG-8
SKE
STORAGE
SSS , o (Benzene, 1,3i Butadiene,
Chloroform, Eth.ylbenzene,
®_ F XyIt lenes)
AREA F
RETAIL F ■
- 2Q1 SF L RETAIL
2396 SF
SS,�SG�3
■
b RETAIL AREA G
1797 SF
RETAIL D RETAIL C
RETAI
11 T L R
u
,I
rl GROUND LEVEL AREA �••�
L/ � - 20-
1 inch = 50 feet
W G I'la-
pellkfil[Stl
100 200 300
Feet
-1
I
ESG-3
enzene-and Chloroform) ■
SS-3/TM W-3� "MIA
(Arsenic and 1 Palls in Soil f
Chlorinated IS:o.l75nts inIGG.rLo.undwater)
AREAS WITH IMPACTED ENVIRONMENTAL MEDIA
Mid Atlantic 400 WEST MAIN STREET
Engineering & Environmental Solutions DURHAM, NORTH CAROLINA
REFERENCE: DATA FROM NC ONEMAP. CUT FILL MAP FROM STEWART ENGINEERING.
Area
Soil Constituents Identified
Above Residential PSRGs
A
Arsenic
B
Arsenic
C
Arsenic
D
Arsenic, Hexavalent Chromium,
and Benzo(a)pyrene
E
Arsenic
F
Arsenic
G
Arsenic, Hexavalent Chromium
H—T
Arsenic, Hexavalent Chromium
4
MMMMMMMM! 1 •.� 1 MMMMMML
Legend
0 Exterior Soil Gas Sample
Soil Sample, Temporary Well, and Soil Gas Sample
} Soil Sample and Temporary Well
Sub -Slab Sample
Site Boundary
Parcel Boundaries
DRAWN BY: KRC DATE: MARCH 2O22
DRAFT CHECK BY: DHN JOB NO.: R3710.00
ENGINEER CHECK BY: DHN GIS NO.: 3G-R3710.00-EMP3
APPROVED BY: DHN DRAWING NO.: EMP3