23068_Sir Walter Gun Club_AWP_20201110

PREPARED FOR:
Merritt - MW1, LLC
2066 Lord Baltimore Drive
Baltimore, Maryland 21244-2501
PREPARED BY:
S&ME, Inc.
3201 Spring Forest Road
Raleigh, NC 27616
Corporate Registration for Licensing of NC Geologists No. C-145
NC Engineering Firm No. F-0176
November 10, 2020

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November 10, 2020
North Carolina Department of Environmental Quality
Division of Waste Management, Brownfields Program
217 West Jones Street
Raleigh, North Carolina 27605
Attention: Mr. Brad Atkinson
Brownfields Project Manager
Reference: Work Plan for Additional Soil Assessment
Sir Walter Gun Club
Hinton Oaks Blvd., Knightdale, NC
Brownfields Project No.: 23068-19-092
S&ME Project No. 4305-19-213
Dear Mr. Atkinson:
via email: [e-mail]
S&ME, Inc. (S&ME) on behalf of our client, Merritt-MW1, LLC, is submitting this Work Plan to conduct additional
assessment activities at the Sir Walter Gun Club Brownfields site (BF ID # 23068-19-092). Merritt-MWI, LLC has
purchased the Site and plans to redevelop the Site under the North Carolina Department of Environmental Quality
(NCDEQ) Brownfields Program (NCBP). This work plan is prepared based on the Letter of Eligibility (LOE) dated
January 14, 2020 and the prospective developers plans to redevelop the site. This Work Plan is intended to collect
additional data to address environmental data gaps.
We look forward to your favorable review of the Work Plan. If you have any questions about the information
contained within, please contact the undersigned.
Sincerely,
S&ME, Inc.
Bryan S. Wence
Environmental Professional
[e-mail]
cc: Nathan Robb ([e-mail])
Samuel P. Watts, PG
Senior Project Manager
[e-mail]
Enclosures: Work Plan for Environmental Assessment, dated November 9, 2020
S&ME, Inc. 13201 Spring Forest Road I Raleigh, NC 27616 1 p 919.872.2660 1 www.smeinc.com

Work Plan for Additional Soil Assessment
Brownfields Project Name: Sir Walter Gun Club
Brownfields Project No.: 23068-19-092
Knightdale, Wake County, North Carolina
S&ME Project No. 4305-19-213
CERTIFICATION
Work Plan for Environmental Assessment
Hinton Oaks Blvd., Knightdale, NC
Brownfields Project Name: Sir Walter Gun Club
Brownfields Project No.: 23068-19-092
S&ME Project No. 4305-19-213
I, Samuel P. Waits , a Licensed Geologist for S&ME, Inc_ do hereby certify this work plan was prepared by me
or under my direct supervision.
'r CAl..
ENS
5�L .: o Z�
1806
Samuel P. Watts, P.G.
Senior Geologist
NC Licensed Geologist No. 1806
S&ME, Inc. is licensed to practice engineering in North Carolina. The firm's license number is C-145.
S&ME, Inc. is licensed to practice geology in North Carolina. The firm's license number is F-0176.
November 10, 2020

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Table of Contents
Work Plan for Additional Soil Assessment
Brownfields Project Name: Sir Walter Gun Club
Brownfields Project No.: 23068-19-092
Knightdale, Wake County, North Carolina
S&ME Project No. 4305-19-213
CERTIFICATION.........................................................................................................................................................ii
1.0 Introduction.......................................................................................................................1
2.0 Scope of Work....................................................................................................................1
2.1 Basis and Approach.......................................................................................................................1
2.2 Project Management, Health and Safety Plan, and Coordination: .......................................... 2
2.3 Schedule........................................................................................................................................... 2
3.0 Sampling Methodology...................................................................................................3
4.0 Laboratory Analysis..........................................................................................................3
5.0 Quality Assurance/Quality Control..............................................................................4
6.0 Investigative Derived Waste (IDW) Management.....................................................5
7.0 Reporting............................................................................................................................5
List of Figures
Figure 1 - Site Location Map
Figure 2 - Site Map
List of Appendices
Appendix I - Preliminary Construction Plans
November 10, 2020

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III
1.0 Introduction
Work Plan for Additional Soil Assessment
Brownfields Project Name: Sir Walter Gun Club
Brownfields Project No.: 23068-19-092
Knightdale, Wake County, North Carolina
S&ME Project No. 4305-19-213
The subject property consists of two parcels totaling approximately 45.50 acres (Figure 1). Parcel 1 is 5.35-acres,
is identified by Wake Co PIN 1744479093, and is located northeast of the Hampton Inn & Suites at 405 Hinton
Oaks Blvd. Knightdale, NC 27545. Parcel 2 is 40.15-acres, is identified by Wake Co PIN 1744566986 and is located
north of Target at 1000 Shoppes at Midway Dr, Knightdale, NC 27545. By way of recent correspondence with we
understand from the prospective developer (PD), Merritt - MW1, LLC, that a portion of Parcel 2 will be excluded
from the development. The excluded portion of Parcel 2 is referred to as Lot 3A and is identified on Figure 2.
The Site is listed as a State Inactive Hazardous Waste Site (SHWS) and is identified by the Inactive Hazardous Sites
Branch (IHSB) ID no. NONCD0000019. The site is currently wooded, undeveloped, and unoccupied. Three
dilapidated structures, soil berms, and soil stockpiles containing clay targets debris are still are present on the site.
The structures, soil berms, and soil stockpiles were previously used as part of the former Sir Walter Gun Club,
which operated on a portion of the subject property from 1950-1988. Range facilities that were historically
operated by the Gun Club at the site consisted of two adjacent rifle ranges with nominal target distances of 100
yards and 200 yards; a 50-yard pistol range; and a combined skeet and trap field (refer to Figure 2). The rifle
ranges included earthen backstops (impact berms), which were approximately 10 feet high and appear to have
been constructed from soil obtained onsite. The skeet field was located immediately east of the 100-yard range,
from which it was separated by an earthen side berm approximately 80 feet long and 7 feet high. The pistol range,
which has been removed and covered by commercial development, was formerly located on a parcel immediately
south of the subject property, which was subdivided and sold during 2005.
The PD's proposed future development of the site will include five flex space buildings, along with associated
parking lots, access drives and a stormwater pond. Preliminary construction plans prepared by the PD are
included in Appendix I. Based on the plans, approximate finished floor elevations (FIFE) will be 288 feet (Building
Al), 290 feet (Building A2), 296 feet (Building 131), 294 feet (Building 132), and 290 feet (Building 133). In June 2020,
S&ME conducted a limited soil assessment in accordance with S&ME's Work Plan for Environmental Assessment,
dated June 6, 2020 and approved by the North Carolina Brownfields Program (NCBP). Results of the assessment
activities performed at the site in June 2020, indicated soil contaminated with lead and SVOCs was found at the
site with contaminant concentrations exceeding the Residential PSRGs. Based on review of prior assessment and
the findings of the June 2020 assessment, soil with contamination exceeding PSRGs appears to be confined to a
few specific areas of the site, related to the prior use as a gun range. Contaminated soil is confined primarily to
the southern part of the site in the areas of the former impact berms, the low house and the trap house, as
indicated by detections of constituents greater than PSRGs in soil collected from hand auger borings HA-16, HA-
20, HA-27 and HA-28. This Work Plan is intended to collect additional data to delineate the areas with
constituents greater than PSRGs in the soil.
2.0 Scope of Work
2.1 Basis and Approach
Based on previous environmental assessment reports, the soil impact berms from the rifle range are known to
contain PAHs and lead at concentrations greater than their respective PSRGs. Additionally, through sieve analysis,
November 10, 2020

Work Plan for Additional Soil Assessment
Brownfields Project Name: Sir Walter Gun Club
Brownfields Project No.: 23068-19-092
Knightdale, Wake County, North Carolina
S&ME Project No. 4305-19-213
AMEC determined that shot concentration in the soil was estimated to be 770 to 3,500 mg/kg, but did not analyze
the soil samples for total metals as part of their assessment. The June 2020 assessment indicated contaminated
soil is confined primarily to the southern part of the site in the areas of the former impact berms, the low house
and the trap house, as indicated by detections of constituents greater than PSRGs in soil collected from hand
auger borings HA-16, HA-20, HA-27 and HA-28. To assess the extents of soil contamination above PSRGs in these
areas, S&ME proposes to collect additional soil samples for laboratory analysis. Should the soil sampling indicate
impacted media exists beyond the impact berms, additional assessment may be warranted. The following scope is
planned to assess the site.
Additional Soil Assessment - Soil samples to delineate the extent of soil contamination above PSRGs will be
collected at 21 additional locations depicted on Figure 2. Samples will be collected using a decontaminated,
stainless -steel hand auger from the ground surface to approximately six inches below the ground surface (bgs)
and from approximately 12 to 18 inches bgs at each location to be submitted for laboratory analysis.
2.2 Project Management, Health and Safety Plan, and Coordination:
Prior to mobilizing to the site to conduct the proposed sampling, S&ME will conduct the following:
Update a previously prepared health and safety plan to comply with currently proposed site activities, in
accordance with 29 CFR 1910.120 as required by the Occupational Safety and Health Administration
(OSHA);
Coordinate with a North Carolina certified laboratory for the proposed soil analyses with Level 2 Quality
Assurance/Quality Control (QA/QC) data package. The laboratory selected will be contacted prior to
sampling to confirm that reporting limits will be below the applicable NCDEQ media standards and
screening levels.
2.3 Schedule
The field assessment activities are planned to begin within one week following approval of this Work Plan and will
be completed within two days once the assessment has begun. S&ME anticipates submitting a draft summary of
findings approximately one week after receipt of final laboratory results. The general site assessment schedule is
presented below.
Site Assessment Schedule
Task
Duration
Environmental Soil Sampling Analysis
2 Days
Laboratory Analysis
2 Weeks
Prepare Report
1 Week
November 10, 2020

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3.0 Sampling Methodology
Work Plan for Additional Soil Assessment
Brownfields Project Name: Sir Walter Gun Club
Brownfields Project No.: 23068-19-092
Knightdale, Wake County, North Carolina
S&ME Project No. 4305-19-213
Sampling and assessment will be conducted in general accordance with the guidance provided in the NCDEQ
Inactive Hazardous Sites Branch (IHSB), Guidelines for Assessment and Cleanup of Contaminated Sites, dated
January 2020. In addition, field procedures will be in general accordance with the U.S. Environmental Protection
Agency (USEPA) Region IV Science and Ecosystem Support Division (SESD) Field Branches Quality System and
Technical Procedures.
S&ME proposes to collect 42 soil samples from the 21 boring locations depicted on Figure 2. The field activities
for the installation of the soil borings and soil sample collection will be generally conducted as follows:
Soil borings will be conducted using a stainless -steel hand auger that will be decontaminated between
each boring location by removing solids/soils from the sample bucket, rinsing with water, scrubbing the
sample bucket and rod using a nylon brush and a mixture of alconox or liquinox and water, rinse with
deionized water.
At each boring, soils samples will be collected from two intervals
• 0 to 6 inches below ground surface (bgs)
• 12 to 18 inches bgs
The soil samples selected for analysis will be placed into laboratory -supplied containers, labeled, stored
on ice, and shipped under standard Chain -of -Custody procedures to a North Carolina certified laboratory
to be analyzed for VOCs by EPA Method 8260B, PAHs by EPA Method 8270D, and for total lead by EPA
Method 6010.
The samples collected from the 0 to 6-inch interval from borings HA-31 through HA-43 will be submitted
for immediate analysis. If a sample indicates the presence of contamination, then the corresponding 12 to
18-inch interval from that boring will be analyzed. Additionally, the step -out borings HA-44 through HA-
52 will only be submitted for analysis if the corresponding interior borings indicate the presence of
contamination. For example, the sample collected from HA-44 will only be submitted for analysis if the
sample collected from HA-40 indicates the presence of contamination. Similarly, the sample collected
from HA-51 will only be submitted for analysis if the sample collected from HA-38 indicates the presence
of contamination.
After completion of the environmental soil sampling, the borings will be located using a handheld GPS capable of
sub -meter accuracy and the borings will be abandoned by filling with the remaining soils removed during
advancement.
4.0 Laboratory Analysis
As specified in EPA SW-846 methods, soil samples will be analyzed for VOCs by EPA Method 8260B, PAHs by EPA
Method 8270D, and for total lead by EPA Method 6010.
The laboratory selected to perform the sample analyses will be a North Carolina certified laboratory. Reporting
Limits/Method Detection Limits will meet applicable screening criteria (to the extent feasible). Laboratory reports
November 10, 2020

Work Plan for Additional Soil Assessment
Brownfields Project Name: Sir Walter Gun Club
I r Brownfields Project No.: 23068-19-092
Knightdale, Wake County, North Carolina
S&ME Project No. 4305-19-213
will include reporting of J-Flags to meet criteria. Analytical Support Level II QA/QC data packages will be specified
for all samples submitted to the laboratory.
5.0 Quality Assurance/Quality Control
Quality control samples will be collected and analyzed as follows:
Duplicates: One duplicate sample will be collected for each media sampled and analyzed for the same
parameters as the record samples.
Trip Blanks: One trip blank water sample will be used for each shipment of soil VOC analysis. The laboratory
will include a trip blank VOC vial (filled with water at the laboratory) with the samplejars and coolers shipped
to S&ME. The trip blank samples will be kept with the sample coolers for the entire trip; from the laboratory,
to the field, and back to the laboratory. The trip blank samples will be analyzed for VOCs by EPA Method
8260B.
Equipment Blanks: One equipment blank sample will be collected by pouring laboratory provided deionized
water over the bucket of the hand auger directly into laboratory supplied containers. The equipment blank
sample will be submitted for the same constituents as the record samples.
The laboratory will conduct USEPA quality assurance and quality control procedures and reporting as required
for laboratory analysis according to USEPA Level II Protocols.
Sufficient sample volume will be collected for both the record samples and the duplicate samples so that the
laboratory may run Matrix Spike/Matrix Spike Duplicate (MS/MSD) analysis on random samples of their
choice.
The soil and water samples selected for laboratory analysis will be fully documented in the field records, on the
chain -of -custody forms, and on the sample container labels. Sample tags or labels shall be completed for each
sample using waterproof non -erasable ink and include the sample designation, and date and time of sample
collection. All samples will be sealed upon collection or sample preservation and consolidated into coolers for
shipment with packaging material placed between sample containers. Ice will then be placed into doubled,
heavy-duty plastic or garbage bags and closed to minimize melting ice draining into the cooler. Plastic bags, such
as Zip -Lock® or similar, will be used when small containers (e.g. Volatile Organic Compound (VOC) vials are
placed into coolers). In addition, the coolers will be checked periodically to replenish the ice, if needed. Shipping
containers will be secured by using nylon strapping or similar shipping tape to ensure that the cooler may not be
opened without evidence of the seal being compromised.
The possession of samples shall be traceable from the time they are obtained until they have been submitted to
the analytical laboratory. Chain -of -custody documentation will be shipped in each cooler. An original duplicate
chain -of -custody will be maintained by S&ME.
November 10, 2020

Work Plan for Additional Soil Assessment
Brownfields Project Name: Sir Walter Gun Club
III Brownfields Project No.: 23068-19-092
Knightdale, Wake County, North Carolina
S&ME Project No. 4305-19-213
6.0 Investigative Derived Waste (IDW) Management
Investigative derived waste (IDW) extracted from a boring will be placed back in the boring. Hydrated bentonite
will be used to fill voids, if necessary. Left -over cuttings not used as fill will be drummed. Drums containing IDW
will be sealed and labeled. If needed, composite samples of stored IDW will be collected for laboratory analysis. If
it has been determined that the drummed IDW does not require off -site disposal, the IDW will be properly
disposed offsite. If sampling results indicate the IDW is hazardous, S&ME will subcontract a waste hauler to
dispose the drums off -site within 90 days after field activities are concluded. If off -site disposal of the IDW is
required, S&ME will prepare a proposal for subcontracted services to dispose of the drums and submit it to the
NCBP for review and approval.
7.0 Reporting
The assessment results will be compiled into a Limited Environmental Sampling Report and will include the
following information:
♦ Introduction: Site conditions as the time of the field activities will be described.
A summary of the work performed, including methodology, and any variation from the methods
proposed in this Work Plan.
Results: S&ME will review and tabulate the laboratory analytical results and compare them to applicable
screening levels and regulatory standards. S&ME will provide figures showing sample locations and
analytical results.
Quality control data will also be presented and discussed with regard to data quality.
A written summary of findings will be presented, based on analytical and field data, with
recommendations for further actions, if necessary.
Appendices: S&ME will provide completed field logs, photographic logs, and a copy of the laboratory
analytical reports and chain -of -custody records.
The report will be prepared under the supervision of a North Carolina Licensed Professional Geologist
(PG), or Professional Engineer (PE), and will bear both the firm PG/PE license numbers and individual
license numbers and seals.
November 10, 2020

Figures

Appendix I - Preliminary Construction Plans

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ST. MATTH EW'S TOWNSH I P Sheet
Sheet List Table Sheet Sheet List Table
Number Sheet Title Number Sheet Title
SEPTEMBER 15,2020 C0.0 COVER C6.0 SCM 1 PLAN AND DETAILS
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C0.1 GENERAL NOTES C6.1 SCM 2 PLAN AND DETAILS
C1.0 OVERALL EXISTING CONDITIONS C6.2 SCM DETAILS
CD sn C1.1 EXISTING CONDITIONS C6.3 CULVERT PLAN AND PROFILE
�+ C1.2 EXISTING CONDITIONS C7.0 STORM PROFILES
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C2.0 OVERALL SITE PLAN C7.1 STORM PROFILES
Q i i C2.1 SITE PLAN C7.2 STORM PROFILES
C2.2 SITE PLAN C7.3 PIPE AND STRUCTURE TABLES
SITE C2.3 SITE PLAN C8.0 SEWER PROFILES
/r ; C2.4 SITE PLAN C8.1 SEWER PROFILES
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' I C3.0 OVERALL UTILITY PLAN C8.2 PIPE AND STRUCTURE TABLES
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C3.1 UTILITY PLAN C9.0 SITE DETAILS
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F C3.2 UTILITY PLAN C9.1 UTILITY DETAILS
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C3.3 UTILITY PLAN C9.2 EROSION CONTROL DETAILS
LOT OIL C3.4 UTILITY PLAN C9.3 NCG01 DETAILS
M h. C4.0 OVERALL GRADING AND DRAINAGE PLAN L1.0 OVERALL LANDSCAPE PLAN
/ _ C4.1 GRADING AND DRAINAGE PLAN L1.1 LANDSCAPE PLAN
C4.2 GRADING AND DRAINAGE PLAN L1.2 LANDSCAPE PLAN
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t' - C4.3 GRADING AND DRAINAGE PLAN L1.3 LANDSCAPE PLAN
�\ C4.4 GRADING AND DRAINAGE PLAN L1.4 LANDSCAPE PLAN
C5.0 OVERALL EROSION CONTROL PLAN - STAGE 1 L2.0 LANDSCAPE DETAILS
C5.1 EROSION CONTROL PLAN - STAGE 1 SL1.1 LIGHTING DETAILS
SITE DATA TABLE \ \ C5.2 EROSION CONTROL PLAN - STAGE 1 SL1.0 LIGHTING PLAN
PROPERTY INFORMATION: +�d ��I �� , �_\_ \� C5.3 OVERALL EROSION CONTROL PLAN - STAGE 2 -- OFFSITE IMPROVEMENTS PLAN
C5.4 EROSION CONTROL PLAN - STAGE 2
OWNER NAME: HINTON LAND, LLC
OWNER ADDRESS: PO BOX 1277 �� ' " \ _ , , : _ C5.5 EROSION CONTROL PLAN - STAGE 2
KNIGHTDALE, NC 27545 ) • !� �` , , \ 1 \ _/����_
CHARLES H SILVER, JR
PO BOX 1277 ` I
KNIGHTDALE, NC 27545
DEVELOPER NAME: MERRITT PROPERTIES, LLC \\\\
DEVELOPER ADDRESS: 2066 LORD BALTIMORE DRIVE 1 �\1 a. Town Approved Standards Shall Control. In the event of a conflict or
BALTIMORE, MD 21244 \ l "" \� + inconsistency between these construction drawings and the Town of
\\
PIN: 1744 56 6995, 1744 47 9093, 1744 47 6090, 1744 47 9612 \\ \\ LOT B \\ \ �` 1� Knightdale's Approved Standards for this project, the Approved Standards
�� \ \ ��, �\ shall control. Town of Knightdale Approved Standards shall mean all
EXISTING ZONING: MI, HB development documents necessary for approval for the Property including,
PROPOSED ZONING: MI -CD p pp p g'
OVERLAY: N/A �� �
a \\ but not limited to, any special use permit, subdivision plan, site plan,
ACREAGE: 45.7 ACRES \\ `�; \ subdivision plat(s), phasing schedule, Development Agreement, Utility
w (LOT C: 8.97 AC - NOT PART OF PROPOSED DEVELOPMENT) \ �` �\ Allocation Agreement, Annexation Agreement, the Town of Knightdale
Q ` Standard Specification and Details Manual and applicable provisions of the
` North Carolina State Building Code.
EXISTING USE: VACANT � ` + g
a PROPOSED USE: OFFICE/COMMERCIAL/LIGHT INDUSTRIAL \\ �
m BUILDING SETBACKS:-�---------- --------------- --- -;�;7 b. Professional Design Engineer Certification. These improvements shall be
PRINCIPAL FRONT: 10' `\ - --'-'" constructed in accordance with the following drawings and with the Standard
STREET SIDE/SECONDARY FRONT: 0' or 6' ; = - Specifications of the Town of Knightdale.
M CORNER SIDE SETBACK: 10, PE, certify that the Standard Specifications of the
REAR/SIDE (FROM ADJACENT LOT): 10' +� ��� : " = - " J Town of Knightdale have been thoroughly checked and found to be
O applicable to this project. All exceptions to the applicable Town standards
N EXISTING BUILDING AREA: 0 '�1 ; have been previously approved by the Town of Knightdale and said
� LOT A: LOT B: -
LOT AREA: 9.29 AC 27.4 AC `" : " exceptions are shown on Sheet(s) of these drawings.
-IVPHASE: 1 2 Seal By: , PE
BUILDING AREA: 60,000 SF 211,450 SF , Date:
V) REQUIRED PARKING: 120 423
(2 PER ksf GFA) 0 zoo' 400
PROPOSED PARKING: 138 425
REQUIRED BIKE RACK SPACES: 14 42
(1/10 SPACES)
o THIS SITE LIES WITHIN A TYPE "X" FLOOD HAZARD AREA PER MAP 3720174400J, EFFECTIVE DATE 5-2-2006.
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co 2066 LORD BALTIMORE DRIVE PRELIMINARY
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NOT APPROVED FOR
0 BALTIMORE, MD 21244 CONSTRUCTION PERSON TO CONTACT REGARDING STAFF COMMENTS OR QUESTIONS:
c° -°° "°,o v 1 IV \ ,°" o
°°° A °°°°°°°°° \� °° LOFTEE SMITH, P.E., PROJECT MANAGER
Engineers I Planners °°°qUL DEv�°°°°
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o ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH 137 S WILMINGTON, RALEIGH, NC 27601
ATTN: NATHAN ROBB 137 S Wilmington Street Suite 200 Raleigh, NC 27601 t: 919.469.3340 license #: C-0832 www.withersravenel.com TELEPHONE: [phone]
o CURRENT TOWN OF KNIGHTDALE STANDARDS AND
[e-mail] SPECIFICATIONS AND NCDOT, IF APPLICABLE [e-mail]
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EXISTING CONDITIONS AND DEMOLITION NOTES:
SURVEY INFORMATION PROVIDED BY MCKIM & CREED, RALEIGH, NORTH CAROLINA OFFICE IN DIGITAL
FORMAT IN JANUARY 09, 2019.
THE SUBJECT PROPERTY DOES NOT LIES WITHIN A F.E.M.A. DESIGNATED AREA OF MINIMAL FLOOD HAZARD,
ZONE X PER F.I.R.M. NUMBER 3720174400J, WITH AN EFFECTIVE DATE OF MAY 2, 2006.
ON -SITE WETLANDS AND STREAMS FIELD DELINEATED AND SURVEYED BY WITHERSRAVENEL.
ALL WORK SHALL BE IN ACCORDANCE WITH TOWN OF KNIGHTDALE STANDARDS AND SPECIFICATIONS.
THE CONTRACTOR SHALL COORDINATE ALL REMOVAL EFFORTS WITH THE DEVELOPER PRIOR TO
COMMENCING WORK.
SPECIAL CARE SHALL BE TAKEN TO PROTECT AND MAINTAIN ALL EXISTING FEATURES, INCLUDING BELOW
GROUND, NOT MARKED FOR REMOVAL. IN THE EVENT OF ANY IMPACT TO SUCH FEATURES, THE
CONTRACTOR SHALL PERFORM REPAIR AND/OR RESTORE TO ORIGINAL CONDITION AS OF START OF WORK.
NO DEMOLITION DEBRIS IS TO BE STORED ON SITE. ALL DEMOLITION MATERIAL TO BE PROMPTLY REMOVED
FROM THE SITE OR PLACED IN APPROPRIATE CONTAINERS.
SITE DEMOLITION SEQUENCE TO BE PROVIDED BY THE CONTRACTOR.
IF UNFORESEEN CONDITIONS DEVELOP DURING CONSTRUCTION, REFER TO "TOWN OF KNIGHTDALE'S
TECHNICAL SPECIFICATIONS" AND CONTACT PUBLIC WORKS FOR FURTHER GUIDANCE.
PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL SCHEDULE A PRE -CONSTRUCTION MEETING
WITH THE TOWN OF KNIGHTDALE PUBLIC WORKS DEPARTMENT TO REVIEW THE SPECIFIC COMPONENTS OF
THE PLAN AND OPERATION OF THESE FACILITIES DURING CONSTRUCTION.
THE CONTRACTOR SHALL CONDUCT THE WORK IN A SAFE MANNER AND WITH A MINIMUM AMOUNT OF
INCONVENIENCE TO TRAFFIC.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AND SHALL ADHERE TO THE
PROVISIONS OF THE MUTCD (MOST CURRENT EDITION).
PRIOR TO CONSTRUCTION BEGINNING, ALL SIGNAGE AND TRAFFIC CONTROL SHALL BE IN PLACE
CONTRACTOR IS EXPLICITLY ADVISED TO FIELD LOCATE AND VERIFY LOCATION OF ALL EXISTING UTILITIES
PRIOR TO CONSTRUCTION. LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON PLANS IS
APPROXIMATE BASED ON BEST AVAILABLE INFORMATION.CONTRACTOR TO REPORT ANY DISCREPANCIES TO
THE ENGINEER AND CALL 811 FOR FIELD LOCATION OF UNDERGROUND UTILITIES PRIOR TO ANY
CONSTRUCTION ACTIVITIES.
NO BURNING OF DEMO DEBRIS DURING CLEARING AND GRUBBING.
ALL TREES IMPACTED BY CONSTRUCTION THAT ARE NOT PART OF THE APPROVED PLANS, SHALL BE
REPLACED WITH THE SAME SIZE AND TYPE OF TREE AT A LOCATION DETERMINED BY THE CITY.
17. DISPOSAL OF AND STOCKPILING OF EXCESS MATERIAL WITHIN THE TOWN OF KNIGHTDALE LIMITS OR
PLANNING AREA SHALL BE DONE IN SUCH A WAY THAT WILL NOT CREATE A NUISANCE, AND MUST BE DONE IN
\ ACCORDANCE TO THE APPROVED PLANS. THE PLACING OF MATERIAL ON PRIVATE PROPERTY OF ANOTHER
REQUIRES WRITTEN AUTHORIZATION.
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Line Table
Line #
Length
Direction
L1
20.360
N04° 01' 26.69"E
L2
22.314
N36° 58' 56.50"W
L3
20.873
N 13' 14' 07.20"W
L4
17.458
N55° 28' 40.64"W
L5
26.765
N36° 48' 55.88"W
L6
22.793
N88° 18' 19.75"W
L7
32.317
N 17' 58' 01.52"W
L8
22.388
N48° 13' 25.79"W
L9
47.371
NOT 18' 36.51"E
L10
55.432
N34° 19' 16.29"W
L11
29.345
N53° 05' 13.03"W
L12
35.745
N25° 49' 03.84"W
L13
21.232
N47° 55' 04.48"W
L14
40.256
N42° 05' 39.20"W
L15
31.224
N29° 37' 44.92"W
L16
31.586
N55° 06' 23.15"W
L17
57.067
N33° 22' 37.46"W
L18
21.097
N68° 03' 19.30"W
L19
39.741
N51° 13' 59.71"W
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LINETYPE LEGEND (UNLESS OTHERWISE NOTED)
ADJOINER-------------
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RIGHT OF WAY - - -
RAILROAD
POND EDGE
SEWER LINE - - -SS - - -SS -
OVERHEAD POWER LINE - -OHE
TREE LINE
WETLANDS ,AT//, ,AT//,
STORM DRAINAGE
CONTOUR MAJOR
CONTOUR MINOR
LEGEND (UNLESS OTHERWISE NOTED)
ASP -ASPHALT
C&G -CURB AND GUTTER
CONC-CONCRETE
CB -CATCH BASIN
CMP - CORRUGATED METAL PIPE
CPP - CORRUGATED PLASTIC PIPE
DI - DROP INLET
DIP - DUCTILE IRON PIPE
EOP - EDGE OF PAVEMENT
FSR - SPLIT RAIL FENCE
FCL - CHAIN LINK FENCE
FWD - WOOD FENCE
GW - GUY WIRE
IPF - IRON PIPE FOUND
IRF - IRON ROD FOUND
PP - UTILITY POLE
RBF- REBARFOUND
RCP - REINFORCED CONCRETE PIPE
SMH - SEWER MANHOLE
TLP - TELEPHONE PEDESTAL
TBR - TO BE REMOVED
WMH - WATER MANHOLE
W WATER VALVE
UTILITY POLE
® SIGN
O$ SANITARY SEWER MANHOLE
TEMPORARY BENCHMARK
® FLARED END SECTION
V FIRE HYDRANT
® TELEPHONE/FIBER OPTIC PEDESTAL
I a. Town Certification. This design has been reviewed by the Engineer for the
I Town of Knightdale, and to the best of my knowledge and belief, it conforms
to the requirements established in the Standard Specifications of the Town of
Knightdale.
By: Date:
Town Engineer
These plans are approved by the Town of Knightdale and serve as
construction plans for this project.
By: Date:
Administrator
GRAPHIC SCALE
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a. Town Certification. This design has been reviewed by the Engineer for the
Town of Knightdale, and to the best of my knowledge and belief, it conforms
to the requirements established in the Standard Specifications of the Town of
Knightdale.
By: Date:
Town Engineer
These plans are approved by the Town of Knightdale and serve as
construction plans for this project.
By: Date:
Administrator
GRAPHIC SCALE
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09/ 15/ 2020
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Revisions
Sheet No.
C1.1

I
-x
MATCHLINE - SEE SHEET C1.1 \\
WAKE STONE CORPORATION ✓ v ♦ �\ \ \ \ \
I DB 15868, PG. 543
\ BM 2015, PG. 381 / / — — \ \
\ PIN: 1744-47-8471 f i — \ 18°Aw�
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�F I 1 i I PROPERTY BOUNDARY I \ \ \ / / \ \� _ /� \ \ \ \ �♦ ♦ — \ — \
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1 inch = 60 ft.
Line Table
Line #
Length
Direction
L1
20.360
N04° 01' 26.69"E
L2
22.314
N36° 58' 56.50"W
L3
20.873
N13° 14' 07.20"W
L4
17.458
N55° 28' 40.64"W
L5
26.765
N36° 48' 55.88"W
L6
22.793
N88° 18' 19.75"W
L7
32.317
N17° 58' 01.52"W
L8
22.388
N48° 13' 25.79"W
L9
47.371
N07° 18' 36.51 "E
L10
55.432
N34° 19' 16.29"W
L11
29.345
N53° 05' 13.03"W
L12
35.745
N25° 49' 03.84"W
L13
21.232
N47° 55' 04.48"W
L14
40.256
N42° 05' 39.20"W
L15
31.224
N29° 37' 44.92"W
L16
31.586
N55° 06' 23.15"W
L17
57.067
N33° 22' 37.46"W
L18
21.097
N68° 03' 19.30"W
L19
39.741
N51° 13'59.71"W
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09/ 15/ 2020
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Sheet No.
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SHEET C4.1 CROSS ACCESS EASEMENT ( , / / \
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ur/ �� 3�1\\\� \ \ I 1���r\ �/ �/�1 1 I / �� I I
J� � C'4 \�� \\'I''\��l'lL I JJ��1I �F,\
I \ I I I 50' BUFFER r \ /� �i i ��i/ r / / _ 71
—
111 BUILDINGB3
\ I' III I _, � � � / / „., \ � ti \ ` �a\ \ 1 � \ \ \ t � \\\\1 � =�� ��/� ����•��� J \ \\ \
,000 SF \r
55\
ONE STORY I l ` \ \\V
> / FFE:290
� �
EX. WETLANDS (TYP) — I 1 \ \ 1 - / /
BMP MAINTENANCE EASEMENT \ `\ � \ 1 '• I r ) � \ \ \ ( ` I 1 � I / \
I ` \ =BM 2015 PG 1371 —\— ✓ x \ \ / \ \ \6 �z \ \ \ \ ( 1 IIIIII I r / \ \
BUILDING B2
71,750SF
\ \ \ \ \ \• — _ , _ _ _ _ \ter J I _ r ONE STORY
FFE: 294
dwo
N y ` d /
� ,295 � � f T�
BUILDINGB1 \\ F9 1 1
84,700SF
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FFE: 296
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EX. WETLANDS TO BE IM; AC7 i
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a. Town Certification. This design has been reviewed by the Engineer for the
Town of Knightdale, and to the best of my knowledge and belief, it conforms
to the requirements established in the Standard Specifications of the Town of
Knightdale.
By: Date:
Town Engineer
These plans are approved by the Town of Knightdale and serve as
construction plans for this project.
By: Date:
Administrator
GRAPHIC SCALE
100 0 50 100 200
1 inch = 100 ft.
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Job No.
Drawn By
09190080.00
W R
Date
Designer
09/15/2020
W R
00000a00000°p0p
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PRELIMINARY
NOT APPROVED FOR
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00p000000000000
Revisions
Sheet No.
C4.0

,--
P.
TW= 278.37
BW= 278.90 TW= 279.96
TW= 277.20 \ 1 1\ / \ \ 110 CB 40' CROSS ACCESS EASEMENT J / / / / r
I I \ J ( / \ \ I I \ \ BW= 286.16 TW= 280.16 \ RIM: 284.22' \ / J DB 9723, PG. 151 r J / /
I I I \ BW= 277.12 ��5 \
INV. OUT: 278.97' (109 CB) \ � � � /
BW= 286.61�
Wow
W W � vb BW= 284.30 � � ` 1 I T
w W 8°W I / / �
�/-wSs w 8 rw=2s7.5�-
\ TW= 283.59 ��� _ \ / ss / / T -
/ \ I / i / \ l ' I �� \ / - \ • �s ss -J •F / W $,I W�-
\ \ / i
BW= 276.29 , 1 1 - . • / i Bw= 287.0o J T / l l d � 8ivy - - - -,
$ W
1 APPROXIMATE LOCATION OF / I J I II I\ \� \ / / / / / 0� SS
/ EXISTING WATERLINE l
W � / 0 109 CB / / � • ss
� d • / / � LAM�_ RIM:283.82' / / i / / SS I _
/ / _ / INV. IN: 278.69' (110 CB) /
�-U J / I / / TW= 283.03 INV. OUT: 278.44' (108 JB)
BW= 274.82
1 I LJJ 0o / / / • / • J / /
LLJ
) \ \ 20' DRAINAGE EASEMENTCn
//
BM 2014 PG 1734 I 114 CB / / - / • • /
/ W \ \ \ RIM:286.05' / / / / / / / / / / / / l N N o
INV. OUT: 281.61' (1 3 CB) • / • / i l / _ / / / / / / I /
/♦ J / / / /TW= 281.06 / / / •° / / I -
♦ ♦ ( J/ \ / / / // BW= 274.28 24" CURB CUT FLUME N7_ N
I,
\
w Co
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w$°W *00 S \ _
`SS \ _�' I 302 CB / / /_ ' / / / ° / BUILDING Al / / J BUILDING A2 _ \
I / TW=280.50 J / 31,200 SF I - I / 28,800 SF I \
RIM:276.00' �,
8" W/ / Cl) ONE STORY = ( l I / ONE STORY
L SS W �_ INV. OUT: 270.83' (301 CB) / f / j" • / -1 -1 1, o w ` \
-� 8„ / / \ ( FFE: 288 - 1 / FFE: 290
\ W / , y I I 1 BW= 276.67 / a / - I J - - \ cn
♦ 6� �� W $ W BW= 273.30 / ?�/ / / / \ / / , I \ \
SSI� W $„ / / / BW= 277.00 / � "' / / � I I \
W W TW= 273.92 /
W $W „W TW=278.45�I •\ �\
♦
Nco
sslW $ wW 4 l w a \ \ US � \ \�
.d
' � N I SS SS / W / W / / / --- 107 JB-
I / I � cv ,n S / ( RIM: 283.51' J / d , -C
_ - J / I _ cap ci /°' M INV. IN: 277.43' (108 JB) L / / \N \ N \
_ 20' DRAINAGE EASEMENT I EX. YARD / / / / M INV. OUT: 277.18' (106 JB) _ I \
L BM 2015 PG 381 / INLET / / / � / / / / I --- I �_ / / / _ \ 7 • ° \
J� / U' J / _ N N / / 103 CB
( C0 RIM: 288.03'
301 CB / TW= 278.95 �p 113 CB I 1 1 I I / / J ` INV. 0 T: 283.12' (102 CB)
RIM:276.00 / ti L
RIM: 286.0T / ! I = � )g�� W g�� W � I
/ INV. IN: 270.65' (302 CB) BW= 278.20
20' DRAINAGE EASEMENT INV. IN: 280.64' (114 CB) ( I - WW W 1
BM 2014 PG 1734 ` INV. OUT: 270.40' O J I INV. OUT: 280.39' (1 2 CB) I F I = ) \
U)/
I - \ / \ • 11 I 24" CURB
/ ( / / = PROPOSED \ CUT FLUME
U - TRENCH DRAIN
CD
IT A
TW= 282.23 ` �ro / I `� 1 co 1
/ /
\ I _ A -2902' i ° °� va'i l
d
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APPROXIMATE LOCATION OF
./• d / / EXISTING WATER LINE
/ �
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BM 2014 PG 1734 W �,
EX. YARD a�
INLET rn 8" W/
/ � � �
?OXIMATE LOCATION OF / e SS W
$
TING SANITARY SEWWER / / / ♦ \
14 °/ \ ssl
/ / , / �� 3 / / ` ♦ \ `'ern
co
20' DRAINAGE EASEMENT
\• •/ 1 L BM 2015 PG 381 EX.
a. Town Certification. This design has been reviewed by the Engineer for the
Town of Knightdale, and to the best of my knowledge and belief, it conforms
to the requirements established in the Standard Specifications of the Town of
Knightdale.
By: Date:
Town Engineer
These plans are approved by the Town of Knightdale and serve as
construction plans for this project.
By: Date:
Administrator
BW= 279.05
I
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\
112CB
RIM:285.71'
L
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INV. IN: 279.91' (113 CB)
d
N
N
INV. OUT: 279.66' (111 CB) -
-
\ TW= 283.66
EO
\ \ BW= 278.27 / F - I / .
LL
1 0
\ - co \ \ ` � - RIM: 287.92'
\ 1 ` \• d a \ - \ - \ 1 INV. IN: 282.09' (103 CB)
INV. OUT: 281.59' (101 CB)
\ � \ 105CB
\ � � RIM28412' \ : .
- TW= 284.62 � � - \ \ 1 � -
\ \ \ \ \ L _F \ INV. IN: 275.34' (106 JB) \ / \ \
_ \ \\ \ \ V. OUT: 275.09' (104 CB) ^ I 1 1 \ - - - - _
BW 274.49 - \ L \ \ \ -
\ d
41
• • \• J. CO d, d • , d • • I • • • 60 N \ °o \ • °' d a \ d
N
,n \ \„ `J�6 _ -- / • 1 \ \ - _ \ ' TW= 289.12 ^ 0
\ \ - N • • d • • \ /�f 18„ T V1 „8 M 118 JVt „8 M „8 Nn�, M „� \ M „8 „T -M,8 / I
BW= 288.40
RIM:284.23' __
\ INV. IN: 279.04' (112 CB ) \ \ \ \ - Er24' R P-184.50 LF @ 1.00 / - _ -
�* TW= 286.79 TW= 287.85 -
\ INV. OUT: 278.79' (104 CB) \ "' TW= 284.79 TW= 285.79 TW= 288.90 _ \
TW= 285.67 TW= 285.39
\ \ BW= 2BW= 273.90 - BW= 273.96 BW= 279.45/ - -
73.90 ��
\ \ \ \ \ \ \ \ BW= 274.83 \ \ BW= 273.97 - \ BW= 273.90 _
__ � -285• \�
104 CB
\\\ \ \ \ \ \ \ \ \ \ ? RIM:284.22' \ \ - - - \
\ \ 100
�S� \ INV. IN: 275.08' (111 CB) \ \ \ - 101 CB � / \
� RIM:: 26 269.98' ` \
INV. IN: 274.82' (105 CB) \ \ RIM: 287.84' -
\ 1 \ \ \1 \ \ \ 1 \ \ \ RISER-2 \ INV. OUT: 267.65' (101 CB)
INV. OUT: 274.57' (101 CB) \ � INV. IN: 280.91' (102 CB) / \
\ \ SCM MAINTENANCE ESMT RIM:275.75' �� \ INV. OUT: 268.00' (FES-2) SCM 2 DETAILS \ INV. IN: (104 CB)
\ INV. IN: 269.839.83'(100 FES)
SEE SHEETC6.0
60,B�F \ \ cap^ \ \ 275 �
Nb
\ \\ \ I �\�\// )"h
275
***4b \\ Sim eba \� aN-\�- --��' // / GRAPHIC SCALE
ea��30 0 is 30 60
1 inch = 30 ft.
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Job No.
Drawn By
09190080.00
W R
Date
Designer
09/15/2020
W R
p000000000000p0
O o
o;,OFESs/�'o 910
PRELIMINARY
NOT APPROVED FOR
CONSTRUCTION
° A °°°°°°
°ogUL DEv�'o°°
0 0
°000,00 0000pp00
Revisions
Sheet No.
C4.1

I Id
--------------- —1 ��---------- —
\ — fi — W
U)
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I
APPROXIMATE LOCATION OF \ \
/ / I I I EXISTING WATER LINE \ \ \ \
T. j
//I.
Ln
CD
/ ,I
/ � I
// / I // I•I I �
/ / I APPROXIMATE LOCATION OF
/ EXISTING SANITARY SEWER
1
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---
/
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\\ I i APPROXIMATE LOCATION OF
I ° EXISTING WATER LINE
I ILI -
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III II I I j, a �
l I I F I B
a. Town Certification. This design has been reviewed by the Engineer for the I /
Town of Knightdale, and to the best of my knowledge and belief, it conforms
to the requirements established in the Standard Specifications of the Town of
Knightdale.
By: Date: - I/
Town Engineer I /
These plans are approved by the Town of Knightdale and serve as
construction plans for this project. I I I
By: Date: I I
Administrator I
/ I /
/
/
/ I
/ HINTON POND ROAD - 64' PUBLIC R/W
BM 2015, PG.1371
\ I I
\?9p-, _
/ BUILDING B2 I /
71,750 SF /
/
/ ONE STORY
FFE: 294 /
I/ F-1 F-1
I /
IIti
I I I I
II MHill
III I I I I I I I I I TI min III I I I I I I I I
223JB
PROPOSED
1
RIM: 289.40'
TRENCH DRAIN
INV. OUT: 284.82' (222 CB)
(TYP)
\
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GRAPHIC SCALE
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1 inch = 30 ft.
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Job No.
Drawn By
09190080.00
W R
Date
Designer
09/15/2020
W R
p000000000000 0000,
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of 0/ °°°.
PRELIMINARY
NOT APPROVED FOR
CONSTRUCTION
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0000 q UL D Ev �' o°°
°°°°°°°°°o°°°°°°
Revisions
Sheet No.
C4.2

228CB
RIM: 291.40, \ \ d \ I
INV. OUT: 284.55' (227 CB) 290 ` \ \ ° M ATC H L I N E C4.4 2 `♦ / \ ` ` ` / / r _ , , , - , / , I' , , I \ `� ► \ \ ` \ \
\ \
- — -- ------------ J ' 291-------\ l -- -- NRB—/ ---1 ---- -- RB— /—��----- --�-1.
T FLUME 24" CURB CUT FLUME / SS 292 B CUTfLti \ 1 I " CU C LUME \ \ ��S \ ` \ I� ` / I I I I
\\ ` / \ '� I I ♦ I ` \ \ \ l ` NRB
I ) \ \ \ I \ \ \ BW= 284.07
I s \ \ I \ \ \ �� 9\ \
291 ' �° \ \ TW= Z
284.16 \ \ \ 1 iz \ \ \♦� / \ \\ \ \ / / I IIII 1 \ \ �\ ` I\` \ \ \ \
%
/ // 292 I I \ l \ \ \ \ 1 I \ _ \ \\ — I \ 1 \ ' \♦ \\ \ \ \ a. Town Certification. This design has been reviewed by the Engineer for the
Town of K.nightdale and to the best of my knowledge and belief, it conforms I I I I I I 1
I I I I \ \ \ ss �9� \ \ \ \ \ \ \ . \ 1 \ I / I \♦ \ \ \ a�ro \ to the requirements established in the Standard Specifications of the Town of IIII I I I I I \ \t \ \ 1 \\III
I I I 1 \ \ \ \ \ ' ° \ \ \ / I /' \ ♦ \ \ \ \ \ Knightdale.
V �� \— ♦\ \ \ \ I
� By. Town Engineer Date:
1 293 I I \ \ S \ \ •° I B% \ \ — \ \ \ \ I 1 gym
\ \ ° \ \ / \\ ♦ I I I \ I
I I I I \ ° \ • \ _ ( I � \\ \ I \ � These plans are approved by the Town of Kmghtdale and serve as
• a w ° .• ° • \ ° I \ \ \ \ / J / _ / \ \\ \\ \ \ \ \ \ \ construction plans for this project.
° . ° 5
.� \ \ \ ♦ \ \ \ \ By: Date:
°
1 I I 1 •1 \ / 1 \ \ \ \` \ \ \ Administrator II IIII \ \ \ \ \
\-BW= 284.07 \ \ \ \ \ \ ♦ \ \ \ �� \ \ \ IIIIIII IIII\ \ \ \ \\ \\\,
I TW= 284.05
I / 06 CB \ \ ♦ \ \ 1 / / I I I \ 1 / \
I / RIM: 288.22' \ \ \ \ \ ♦ \ I \ I ` \ ( IIIII I / / ' \ \ \
INV. IN: 280.98' (207 CB) \ \ \ \ ♦ \ 1 \ \ \ I I i l \ 1 \ \ / ��
INV. IN: 283.09' (212 JB) \ \ \ \ \ \ ♦ \ \ \ \ ? \ I I \ I \ , \ \I \ \ \\ I I \'\
INV. OUT: 280.48' (205 CB)
BW=286.29 \\ \ \ II \ �♦ \ \ 9\ \ \ ` I l \\ \\\ \ \
BUILDING B2 \ / / i I / ( \ ) / d�ti \ \ \\ \` l ♦\ \ \ \ �N \ �� `\ �� i\ �\ —
/ 71,750 SF \ I I 1 1 / TW=286.34
ONE STORY I I I \
FFE:294 \\ \ I II 1 I I 'ft5 ��/ '\ \\\\ \ \ ♦\ \ \ \ \ \ ~\ \ I\ \\\ \\\\\ \-
F-I ��I �� / F� F� f I�-I / 1 I II I
I I
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/ 1 I
IIIII IIIIIII IIIIIIIIII IIIII I III IIIIIIIhHJLllllllll llllllllll 11 _ IIIIIII IIIIIIIIII IIIIIIIIII IIIIIIIIII IIIIIIIIIIIIII IIII III III IIII III III IIII III III IIIIIIIIIIIIIIIIIII � IIIIIII III IIIIIII III IIIIIIIIIIIIII IIIIIIIIII III (IIIII IIIIIIIIII IIIIIIIIII IIIIIIIIII IIIIIIIIII IIIIIIIIII IIIIIIIIII (IIIIIIIIII (IIIIIII IIIIIIIIII IIII III IIII IIIIIIIIIIIIII III / IIII III III IIII III III IIII III III IIII III IIIIIII III IIIIIII III IIIIIII III IIIIIII III IIIIIII III IIII III IIIIIII III IIIIIII III IIIIIII IIIIIIIIII III IIIIIII III IIIIIII III IIIIIII Mown III IIIIIII III IIIIIII III IIIIIII III IIIIIII III IIII III III IIII II III IIII III IIIIIIIII III IIII III III III III IIIIIII III IIIIIIIIII IIIIIII III IIIIIII III III IIIIIIIIIIIIII
/ I / PROPOSED 1 1 II I I I I I \ \\ 212 JB I ' / / / , \ \ \ \ \ \\ I I 1 ``♦ 1 \ \ 1 / /
TRENCH DRAIN I I I I I I I I \ RIM: 289.40' / / \ _ _ \ \ \ \ \ 1I 1 1 ♦` \ ) I I /
(TYP) 1 I I I I I I I \ INV. OUT: 284.73' (206 CB)
0.
zso 207 CB
/ RIM:291.34'
/ ,, INV. IN: 282.36' (208 CB)
N
/ / / I
— w w w�—i—W/w w w—L— w w w I I I I I II I I\ \ // I\ .OUT: 282.11' (206 CB) \ \ \\ \I I y I \ 1\ I\ ♦ / /
M118 / M118 1�t118 M„8 M.2 / I I I I I I \ / \ I \ \ ♦ I I / /
/ / I I I I I \\ I / I I\ �\ I i / m ♦� I)) ///////
w
291
TW_ 290.81
Q I BW= 290.76
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/ I I 295
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dD` / I
208 CB / I
BUILDING B1 \\ \ \ I RIM:293.95'
ONESTORY
SF \ I ey INV. OUT:2 3631 (207 CB) /
I - 09 CB)
ONE STORY � \ I I
\ \ FFE: 296 1 \ I \ \ ( and I
\ \ \ \ I \ BW= 290.32 2
\ \ I \ I \ TAW= 290.37 `
777
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waft
waft
`\---------` —` _ GRAPHIC SCALE
4ftft_ 30 0 15 30 60
1 inch = 30 ft.
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Job No.
Drawn By
09190080.00
W R
Date
Designer
09/15/2020
W R
p000000000000
°°Q°� N° C A° R �� °°°°°
o�� o-OFESs��ti °/-
PRELIMINARY
NOT APPROVED FOR
CONSTRUCTION
° , UL D Ev o
°°°°°00 000°°°°°
Revisions
Sheet No.
C4.3

!� _ \-
1
Z' \
1
l�
RISER-1
RIM: 275.25'
/ INV. OUT: 268.00'(FES-1) \ \\ \ SCM MAINTENANCE ESMT
1 SCM 1 DETAILS
�) I SEE SHEET C6.0
nN
L--
\ v
RIM:273.49'
INV. IN: 268.00' (201 CB) 270
BW= 280.53
\
�- 275
_ BW_ 278.54
\ / BW= 278.28 - o I BW= 278.27 / _ \ BW- 276.99-
TW=286.04-----280 - -- -------BW-278.41.-----\- - BW=284.10
I\ TW= 284.78
TW= 284.65
TW_ 284.94 R P - 8.43 TW= 284.73 TW= 284.71
\ \ - -
W 8 W 7 � W ?� 201 CB W-- W w4 W g„ W W 8„ W W W 8 2$A W g�W W - - TW= 285.17
I BW= 285.10 y� / RIM: 284.23' I \ \ 36
/ TW l285�76 / INV. IN: 273.53' (202 CB) / / ) ( 202 CB \ \ \ J - - - earo \ \ \ \ \ \
/ INV. IN: 276.77' (215 CB) / / RIM: 284.23' \ - \ \ \ \ \ \
INV. OUT: 273.28' (200 FES) / / INV. IN: 274.91' (203 CB)
/ INV. OUT:274.66'(201 CB) BW 279.69\ \ \\ \
\
RIM: 284.95'
INV. IN: 276.41' (204 CB) 285-2� TW= 280.05
\ (
285 \; \ \ /// ��• \ \ \
\ 1 \ / INV. OUT: 276.16' (202 c6)215 CB
/ RIM: 85.28'J-7
r 1 \
INV. IN: 277.75' (216 CB)
INV. OUT: 277.50'(201 CB)
GRAPHIC SCALE
�
\280 \ \ \ \\\ \ \ \ \ 30 0 15 30 60
/2 TW= 283.021 inch 30 ft.
BW= 282,75 \ \ \ \
04 CB RIM: 2
INV. IN: 277.35' (205 CB) 28S \ \ \ \ \ \ \ \ \ ✓�� -
/ INV. OUT: 277.10' (203 CB)
\ \ ` \ m
-- /
TW= 276.45 I, � L J \ � L J L J \ l / �' ` \ \ `\� ``\ `I \ �\\ Z � - - 3-
172 6.40 TW-277.32 �J LJ LJ LJ LJ LJ L� LJ L�J LJ / L/J L�� LJ \ \ \ \ \ \ I \
290-
BW= 277.24 °o / / l
\
BW= 285.77
\ / BUILDING B3 / - / �TW= 286.751
\ \ TW= 278.18 I /
\ 55,000 SF
\ \ BW= \ 278.06 / a I / ONE STORY / /-- �� \ ,� RIM: 286.22'
_ i �� � I - � - - _ � � \ � � ` INV. IN: 278.18' (206 CB)
\ \ I FFE: 290 INV. OUT: 8277.93' (204 CB)
I 11 / �\ / \\ \ _ \ m \ BW= 287.58
TW= 287.04
,I
1.41
/ I TW= 278.89 I �I I a I a _
225 CB • /' 226 CB . a . / / • � ' < . I I � l 11• [ \ a � \ \ \ \ v\ earo
BW= 278.73 < RIM: 288.95' ° -�a RIM: g a ac a RIM:: 288.85' <INV. IN: 280.33'(226 CB) \ ` \ � \ \ `\� •� \ \ \ X /
1\ I
1
\
INV. IN: 281.86' (227 CB) INV. IN: 283.14' 228 C ) \ \ \ \
/ \ INV. OUT: 280.08' (216 CB) INV. OUT: 281.36' (225 CB) ( \ \ BW= 284.89
' RIM: 288.03' ti I \-777=7F F\--, T < INV. OUT: 282.89' (226 ) / / \ \ \ \ \ \ \
\ \ \ TW= 285.04 N \
INV. IN: 279.7T (225 CB) Z 30" C - 5 04 LF 0, 0° \ / / \ \ \ ` \ \ \ \ \ \\
/ INV. IN: 279.83' (217 CB) \ 30" RCP-172.26 LF @ 0.60°/ 24" RCP - 71.72 L 0.60° / / \ \ �\ \ \ \ `
INV. OUT: 278.83' (215 CB) I SS SS SS CC cc - cc / \ __ / \ \
?gg ' /--\_ I \ \ s. \ ��-� /�\ \♦ \ I
% / / / - / I / 228 CB
d / / / RIM: a'
�
`zi / / INV. OUT: 284.55' (227 CB) 29 \
0" \ \ \
224 CB / / 291
•---�- -� - ---------------I----- -- ----+ -- -� -� --- / 291- - - - - - - - - - ---- 2 ----- -- ---T -` -[
M: 290.83'
N / NIV. OUT:286.03' (217 CB) / 24 MATC H L I N E C4.2 / 24" CURB CUT FLUME J \ \\ 24"CURB CUTfLUME / SS 292 B CUT FLUM MATC H L I N E C4 . 2 ' CU`� LUME \ \ �8s \ \ ` \
15" P - 68.98 LF 3.50 - - - -
291 / / / FT // //F'* II cn I \ i ) N \ \ , 11 \\ \\ \ \ i \ \ \ . 90` BW= 284.07� \ \
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Job No.
Drawn By
09190080.00
W R
Date
Designer
09/15/2020
W R
p000000000000p0
o
^oFESs%boo 9
PRELIMINARY
NOT APPROVED FOR
CONSTRUCTION
a °° v IV 1- °° o _
00 P °°°°°°°° °\I
° �� 000
000 uL D E DODO
°°°°°°°°00 °°
Revisions
Sheet No.
C4.4