WQ0038818_Engineering Certification_20240621

Initial Review
Reviewer
nathaniel.thornburg
Is this submittal an application? (Excluding additional information.) *
Yes No
If not an application what is the submittal type?* Annual Report
Residual Annual Report
Additional Information
Other Engineering Certification
Permit Number (IR) * W00038818
Applicant/Permittee Park Center East, LLC
Email Notifications
Does this need review by the hydrogeologist? * Yes No
Regional Office
CO Reviewer
Admin Reviewer

Submittal Form
Project Contact Information
Please provide information on the person to be contacted by NDB Staff regarding electronic submittal, confirmation of receipt, and other correspondence.
...................................................................................................................................................................................................................................................................................... ... ... ... ... ... .. ... ... ... ... ..
Name* Lee Weaver
Email Address*
[e-mail]
Project Information
.........................
Application/Document Type*
New (Fee Required)
Modification - Major (Fee Required)
Renewal with Major Modification (Fee
Required)
Annual Report
Additional Information
Other
Engineering Certification
Phone Number*
919-361-5000
Modification - Minor
Renewal
GW-59, NDMR, NDMLR, NDAR-1,
N DAR-2
Residual Annual Report
Change of Ownership
We no longer accept these monitoring reports through this portal. Please click on the link below and it will take you to the correct form.
https:Hedocs.deq.nc.gov/Forms/NonDischarge Monitori ng_Report
Permit Type:*
Wastewater Irrigation
High -Rate Infiltration
Other Wastewater
Reclaimed Water
Closed -Loop Recycle
Residuals
Single -Family Residence Wastewater
Other
Irrigation
Permit Number:*
WQ0038818
Has Current Existing permit number
Applicant/Permittee Address*
621 Hillsborough St, St 500, Raleigh, NC 27603
Facility Name*
HUB RTP RWDL
Please provide comments/notes on your current submittal below.
At this time, paper copies are no longer required. If you have any questions about what is required, please contact Nathaniel Thornburg
at [e-mail].
Please attach all information required or requested for this submittal to be reviewed here.
(Application Form, Engineering Plans, Specifications, Calculations, Etc.)
HUB RTP Combined Submittal Set.pdf 15.03MB
Upload only 1 PDF document (less than 250 MB). Multiple documents must be combined into one PDF file unless file is larger
than upload limit.
* By checking this box, I acknowledge that I understand the application will not be accepted for pre -review until the fee (if required) has
been received by the Non -Discharge Branch. Application fees must be submitted by check or money order and made payable to the
North Carolina Department of Environmental Quality (NCDEQ). I also confirm that the uploaded document is a single PDF with all parts
of the application in correct order (as specified by the application).
Mail payment to:
NCDEQ — Division of Water Resources
Attn: Non -Discharge Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
Signature
Submission Date 6/21/2024

Permit No. WQ0038818 Reclaimed Water Distribution System
Park Center East, LLC June 14, 2024
HUB RTP RWDL Durham County
ENGINEERING CERTIFICATION
❑ Partial ® Final
1 Lee Weaver, PE , as a duly licensed North Carolina Professional
Engineer, having © periodically / ❑ fully observed the construction of the permitted facilities, do hereby
state to the best of my abilities that the facility was constructed in compliance with G.S. 143-215.1,
Administrative Code Title 15A Subchapter 021J, this permit, and the Division -approved plans and
specifications.
Documentation of any variation to this permit, and the Division -approved plans and specifications, is in the
attached as -built drawings.
Description of variations: None
Lee Weaver, PE
Professional Engineer's Name
McAdams C-0293/C-187
Firm Name Firm No.
2905 Meridian Parkway
Address
Durham NC 27713
City
919-361-5000
Telephone
State I Zip Code
[e-mail]
Email
SEAL
037994
06/19/202
INES
4.
WEPT
Seal, Signature, and Date
THE PERMITTEE SHALL SUBMIT THE COMPLETED ENGINEERING CERTIFICATION, INCLUDING
ALL SUPPORTING DOCUMENTATION, VIA THE NON -DISCHARGE ONLINE PORTAL.
WQ0038818 Version 1.1 Shell Version 230811 Page 6 of 6

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
LINDA HALL — MANAGER
PARK CENTER EAST, LLC
POST OFFICE BOX 12255
NORTH CAROLINA
Environmental Quality
June 14, 2024
RESEARCH TRIANGLE PARK, NORTH CAROLINA 27709
Subject: Permit No. WQ0038818
HUB RTP RWDL
Reclaimed Water Distribution
System
Durham County
Dear Ms. Hall,
In response to your permit change of ownership and major modification request received on
December 14, 2023, and subsequent additional information received on March 27, 2024, we are forwarding
herewith Permit No. WQ0038818 dated June 14, 2024, to Park Center East, LLC for the construction and
operation of the subject reclaimed water distribution facilities.
Modifications to the subject permit are as follows:
➢ The Division has approved the addition of reclaimed water lines for two additional streets.
This permit is effective from the date of issuance until rescinded, shall replace Permit No.
WQ0038818 issued on January 5, 2017, and is subject to the conditions and limitations therein.
The Division has removed the following permit condition since the last permit issuance dated
January 5, 2017:
➢ Old Condition VL2 — The Division has removed this condition because this permit is not
voidable.
The following permit conditions are new or modified since the last permit issuance dated
January 5, 2017:
➢ Condition L2 — This condition requires that the Permittee notify the Raleigh Regional Office,
telephone number [phone], at least two business days in advance of the initial operation
of the constructed facilities so that the Division can conduct a startup inspection.
➢ Old Condition VL5 — The Division has moved this to Condition L3.
➢ Old Condition IL3 — The Division has moved this to Condition L4.
➢ Old Condition I.2 — The Division has moved this to Condition IIL2.
�DE Q-' North Carolina Department of Environmental Quality j Division of Water Resources
512 North Salisbury Street 11617 Mail Service Center I Raleigh, North Carolina 27699-1617
-�
NORTH CAROLINA
Dawm-mm I_IM'.0'WI oua m 919,707,9000

Ms. Linda Hall
June 14, 2024
Page 2 of 2
This permit can be contested as provided in Chanter 150B of the North Carolina General Statutes
by filing a Petition for a Contested Case Hearing (Petition) with the North Carolina Office of Administrative
Hearings (OAH) within 30 calendar days. Requirements for filing a Petition are set forth in Chanter 150B
of the North Carolina General Statutes and Title 26 of the North Carolina Administrative Code. Those
interested in filing may access additional information regarding the requirements for filing a Petition and
Petition forms at the OAH website or by calling the OAH Clerk's Office at [phone]. A parry filing
a Petition shall serve a copy of the Petition on the Department of Environmental Quality's Office of General
Counsel at 1601 Mail Service Center, Raleigh, NC 27699-1601. If the parry filing the Petition is not the
Permittee, then the party shall also serve the Permittee pursuant to G.S. 15013-23(a).
Included with this permit are Division -approved plans and specifications. If you need additional
information concerning this permit, please contact Elton Luong at [phone] or
elton.luonY_(a,deq .nc. Gov.
Sincerely,
�
Do�cuyySignedby-
Richard E. Rogers, Jr., Director
Division of Water Resources
cc: Durham County Health Department (Electronic Copy)
Raleigh Regional Office, Water Quality Regional Operations Section (Electronic Copy)
Lee Weaver, P.E. — McAdams Co. (Electronic Copy)
Laserfiche File (Electronic Copy)
Digital Permit Archive (Electronic Copy)

NORTH CAROLINA
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENTAL QUALITY
RALEIGH
RECLAIMED WATER DISTRIBUTION SYSTEM PERMIT
Pursuant to the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended,
and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Park Center East, LLC
Durham County
FOR THE
construction and operation of a reclaimed water distribution facility consisting o£
4,500 linear feet (LF) of 6-inch PVC reclaimed water distribution line; 295 LF of 4-inch PVC reclaimed
water distribution line; and all associated piping, valves, controls, and appurtenances
to serve the HUB RTP RWDL, with no discharge of wastes to surface waters, pursuant to the application
received on December 14, 2023, subsequent additional information received on March 27, 2024, and in
conformity with the Division -approved plans and specifications considered a part of this permit.
This permit is effective from the date of issuance until rescinded, shall replace Permit No. WQ0038818
issued on January 5, 2017, and is subject to the following conditions and limitations:
I. SCHEDULES
Upon completion of construction and prior to operation of this permitted facility, the Permittee shall
submit an engineering certification from a North Carolina licensed Professional Engineer certifying
that the permitted facility has been constructed pursuant to G.S. 143-215.1. Administrative Code Title
15A Subchapter 02U. this permit, and the Division -approved plans and specifications. For phased and
partially certified facilities, the Permittee shall retain the responsibility to track further construction
approved under this permit and shall provide a final engineering certification upon project completion.
The Permittee shall submit the Engineering Certification via the Non -Discharge online portal. [15A
NCAC 02T .0116(a), 02U .0116]
2. The Permittee shall notify the Raleigh Regional Office, telephone number [phone], at least two
business days in advance of the initial operation of the constructed facilities so that the Division can
conduct a startup inspection. [15A NCAC 02T .0108(b)(1)(A), 02U .0108]
3. If the permitted facilities change ownership or the Permittee changes its name, the Permittee shall
submit a permit modification request on Division -approved forms within 90 days of the change of
ownership. The Permittee shall comply with all terms and conditions of this permit until the Division
transfers the permit to the successor -owner. [G.S. 143-215.1(d3)]
WQ0038818 Version 1.1 Shell Version 230811 Page 1 of 6

4. The Permittee shall schedule the construction of the reclaimed water distribution facilities so that it
does not interrupt service of existing reclaimed water distribution lines. [ 15A NCAC 02T
.0108(b)(1)(A), 02U .0108]
II. PERFORMANCE STANDARDS
The Permittee shall operate and maintain the subject reclaimed water distribution facilities so there is
no discharge to surface waters, nor any contravention of groundwater or surface water standards. In
the event the facilities do not perform as designed, including the creation of nuisance conditions due to
improper operation and maintenance, the Permittee shall take immediate corrective actions, including
Division -required actions, such as the construction of additional or replacement reclaimed water
distribution facilities, or cessation of reclaimed water distribution. [15A NCAC 02T .0108(b)(D(A),
02U .0108]
2. This permit shall not relieve the Permittee of its responsibility for contravention of groundwater or
surface water standards resulting from the operation of this facility. [15A NCAC 02T .0108(b)(1)(A).
02U .0108]
3. The Permittee shall tag or label all reclaimed water valves, storage facilities, and outlets to warn the
public or employees that the reclaimed water is not for drinking. [ 15A NCAC 02U .0403(b)]
4. The Permittee shall color -code, tape, or otherwise mark all reclaimed water piping, valves, outlets, and
other appurtenances to identify the source of the water as reclaimed water as follows:
a. All reclaimed water piping and appurtenances shall be either colored purple (Pantone 522 or
equivalent) and embossed or integrally stamped or marked "CAUTION: RECLAIMED WATER -
DO NOT DRINK" or installed with a purple (Pantone 522 or equivalent) identification tape or
polyethylene vinyl wrap. The warning shall be on opposite sides of the pipe and repeated every
three feet or less.
b. Identification tape shall be at least three inches wide and have white or black lettering on a purple
(Pantone 522 or equivalent) field stating "CAUTION: RECLAIMED WATER - DO NOT
DRINK." The Permittee shall install identification tape on top of reclaimed water pipelines
fastened at least every 10 feet to each pipe length and run continuously the entire length of the pipe.
c. The Permittee shall tape or otherwise identify existing underground distribution systems retrofitted
for conveying reclaimed water as described in Paragraphs a. and b. above. The Permittee shall
perform this identification within 10 feet of any potable water supply line or sanitary sewer line
crossing a reclaimed water line. The Permittee does not need to perform this identification for the
entire length of the distribution system.
[ 15A NCAC 02U .0403(0]
The Permittee shall secure all reclaimed water valves and outlets such that only Permittee-authorized
personnel can operate them. [15A NCAC 02U .0403(d)]
6. The Permittee shall place hose bibs in locked, below -grade vaults and label them non -potable. The
Permittee may place hose bibs above ground and label them non -potable if the hose bibs require a tool
to operate. [15A NCAC 02U .0403(e)]
7. There shall be no direct cross -connections between the reclaimed water and potable water systems
unless such connection is Department -approved pursuant to 15A NCAC 18C .0406. [15A NCAC 02U
.0403 ]
8. Reclaimed water distribution lines shall be at least five feet horizontally from and 18 inches below any
water line if practicable. If these separation distances cannot be met, the piping and integrity testing
procedures shall meet water main standards pursuant to 15A NCAC 18C. [ 15A NCAC 02U .0403(a).
02U .0403(h)]
WQ0038818 Version 1.1 Shell Version 230811 Page 2 of 6

9. Reclaimed water distribution lines shall not be less than 50 feet from a well unless the piping and
integrity testing procedures meet water main standards pursuant to 15A NCAC 18C. but in no case
shall they be less than 25 feet from a private well. [ 15A NCAC 02U .0403(a), 02U .0403(i)]
10. Reclaimed water distribution lines shall meet the separation distances to sewer lines pursuant to 15A
NCAC 02T .0305. [15A NCAC 02U .0403(a). 02U .0403(i)]
III. OPERATION AND MAINTENANCE
The Permittee shall operate and maintain the subject facilities as anon -discharge system. [15A NCAC
02U .0101]
2. The Permittee shall operate these reclaimed water distribution facilities contingent upon the
construction and operation of permitted reclaimed water distribution lines immediately upstream and
downstream. Specifications for future upstream and downstream reclaimed water distribution lines
shall include quality assurance testing procedures that the Permittee shall adhere to prior to the
operation of these reclaimed water distribution facilities. [15A NCAC 02T .0108(b)(1)(A). 02U .0108]
3. The Permittee shall maintain an Operation and Maintenance Plan, which shall include:
a. A description of the operation of the system in sufficient detail to show what operations are
necessary for the system to function and who shall conduct the operations.
b. A description of the anticipated maintenance of the system.
c. Provisions for safety measures, including restriction of access to the site and equipment.
d. Spill control provisions that include response to upsets and bypasses, including control,
containment, and remediation; and contact information for personnel, emergency responders, and
regulatory agencies.
e. A sampling and monitoring plan to evaluate the quality of reclaimed water within the distribution
system to provide quality assurance at the time of reuse and specify the necessary actions in
response to unsatisfactory monitoring results.
f. A map of all reclaimed water distribution lines.
[15A NCAC 02U .0801(a)]
4. The Permittee shall only distribute reclaimed water generated from the Triangle WWTP (Permit No.
WQ0032821). [15A NCAC 02U .0101]
WQ0038818 Version 1.1 Shell Version 230811 Page 3 of 6

IV. MONITORING AND REPORTING
1. The Permittee shall conduct and report any Division -required monitoring, including the monitoring of
groundwater, surface water or wetlands, waste, reclaimed water, residuals, soil, treatment processes,
lagoon or storage ponds, and plant tissue, if necessary to evaluate this facility's impact on groundwater
and surface water. [ 15A NCAC 02T .0108(c). 02U .0108]
2. Noncompliance Notification:
The Permittee shall report to the Raleigh Regional Office, telephone number [phone], within
24 hours of first knowledge of the following:
a. Any failure rendering the reclaimed water distribution facilities incapable of adequately conveying
the reclaimed water (e.g., mechanical or electrical failures, line blockages or breaks, etc.).
b. Any facility failure resulting in a discharge to surface waters.
c. Any failure resulting in a discharge of reclaimed water directly to surface waters or any release of
reclaimed water to land surface greater than or equal to 5,000 gallons. The Permittee shall
document releases less than 5,000 gallons to land surface but does not require Regional Office
notification.
Emergencies requiring reporting outside normal business hours shall call the Division's Emergency
Response personnel at the telephone number [phone]. All noncompliance notifications shall
file a written report to the Raleigh Regional Office within five days of first knowledge of the
occurrence, and this report shall outline the actions proposed or taken to ensure the problem does not
recur. [15A NCAC 02T .0108(b)(1)(A). 02U .0108]
V. INSPECTIONS
1. The Permittee shall perform inspections and maintenance to ensure proper operation of the reclaimed
water distribution facilities. [15A NCAC 02U .0801(i)]
2. The Permittee shall inspect the reclaimed water distribution facilities to prevent malfunctions, facility
deterioration, and operator errors that may result in discharges of wastes to the environment, threats to
human health, or public nuisances. The Permittee shall maintain an inspection log that includes the
date and time of inspection, observations made, and maintenance, repairs, or corrective actions taken.
The Permittee shall maintain this inspection log for eight years from the date of the inspection and shall
make this log available to the Division upon request. [15A NCAC 02U .0801(h), 02U .0801(i)]
Division -authorized representatives may, upon presentation of credentials, enter and inspect any
property, premises, or place related to the permitted reclaimed water distribution facilities at any
reasonable time for determining compliance with this permit. Division -authorized representatives may
inspect or copy records maintained under the terms and conditions of this permit and may collect
influent, treatment process water, generated reclaimed water, residual, soil, plant tissue, groundwater,
or surface water samples. [G.S. 143-215.3(a)(2)]
WQ0038818 Version 1.1 Shell Version 230811 Page 4 of 6

VL GENERAL
1. The Permittee's failure to comply with this permit's conditions and limitations may subject the
Permittee to a Division enforcement action. [G.S. 143-215.6A, 143-215.6B, 143-215.6C]
2. This permit is effective only for the nature and volume of wastes described in the permit application
and Division -approved plans and specifications. [G.S. 143-215.1(d)]
3. There are no variances to administrative codes or general statutes governing the construction or
operation of the permitted facilities unless the Permittee specifically requested a variance in the
application and the Division approved the variance as noted in this permit's facility description. [15A
NCAC 02T .0105(b), 02U .0105]
4. This permit does not exempt the Permittee from complying with all statutes, rules, regulations, or
ordinances that other jurisdictional government agencies (e.g., local, state, and federal) may require.
[15A NCAC 02T .0108(b)(1)(A). 02U .0108]
5. The Permittee shall retain this permit and the Division -approved plans and specifications for the life of
the permitted facilities. [15A NCAC 02T .0105(o), 02T .0116(d). 02U .0105, 02U .0116]
6. This permit is subject to revocation or modification upon 60-day notice from the Division Director in
whole or part for:
a. Violation of any terms or conditions of this permit or 15A NCAC 02U.
b. Obtaining a permit by misrepresentation or failure to disclose all relevant facts.
c. The Permittee's refusal to allow authorized Department employees upon presentation of
credentials:
I. To enter the Permittee's premises where a system is located or where the Permittee keeps any
Division -required records under the terms and conditions of this permit.
ii. To have access to any permit -required documents and records.
iii. To inspect any monitoring equipment or method as required in this permit.
iv. To sample any pollutants.
d. The Permittee's failure to pay the annual fee for administering and compliance monitoring.
e. A Division determination that the conditions of this permit conflict with the North Carolina
Administrative Code or General Statutes.
[ 15A NCAC 02T .0110, 02U .0110]
Permit issued this the 14th day of June 2024
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
E
Doccuu/Signed�by- �/7I.LtTfuW'VLGG A,o'&'l.
D1043082680C483... O"
Richard E. Rogers, Jr., Director
Division of Water Resources
By Authority of the Environmental Management Commission
Permit Number WQ0038818
WQ0038818 Version 1.1 Shell Version 230811 Page 5 of 6

Permit No. WQ0038818 Reclaimed Water Distribution System
Park Center East, LLC June 14, 2024
HUB RTP RWDL Durham County
ENGINEERING CERTIFICATION
❑ Partial ❑ Final
I, , as a duly licensed North Carolina Professional
Engineer, having ❑ periodically / ❑ fully observed the construction of the permitted facilities, do hereby
state to the best of my abilities that the facility was constructed in compliance with G.S. 143-215.1,
Administrative Code Title 15A Subchapter 02U, this permit, and the Division -approved plans and
specifications.
Documentation of any variation to this permit, and the Division -approved plans and specifications, is in the
attached as -built drawings.
Description of variations:
THE PERMITTEE SHALL SUBMIT THE COMPLETED ENGINEERING CERTIFICATION, INCLUDING
ALL SUPPORTING DOCUMENTATION, VIA THE NON -DISCHARGE ONLINE PORTAL.
WQ0038818 Version 1.1 Shell Version 230811 Page 6 of 6

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RESEARCH TRIANGLE PARK, NORTH CAROLINA, 27709
RECLAIMED WATER RECORD DRAWINGS
PROJECT NUMBER: RTF-18060
DATE: J U N E 20.1 2024
SHEET INDEX
All 041►140:11:311111
C4.01
UTILITY PLAN
- AREA "A"
C4.02
UTILITY PLAN
- AREA "B"
C4.03
UTILITY PLAN
- AREA "C"
C4.04
UTILITY PLAN
- AREA "D"
C5.01 PARK DRIVE, STA. 9+50 THRU STA. 20+00
C5.02 PARK DRIVE, STA. 20+00 THRU STA. 28+00
C5.03 PARK DRIVE, STA. 28+00 THRU STA. 34+00
C5.04 RODBELL STREET, STA. 9+50 THRU STA. 15+50
C5.05 MODRICH BOULEVARD, STA. 9+00 THRU STA. 19+00
C5.06 H ITCH I NGS WAY, STA. 9+50 THRU STA. 18+00
C5.14 H ITCH I NGS WAY, STA 18+00 THRU 25+50
C5.15 ELION DRIVE STA 9+50 THRU 18+50
RECLAIMED WATER DISTRIBUTION SYSTEM
PROJECT NAME (AS PERMITTED): HUB RTP - RWDL
SS EXT. PERMIT NUMBER: WQ0038818 (DATED JUNE 14, 2024)
PERMITTED LINEAR FEET OF SS
LINEAR FEET OF RWDL
TOTAL INSTALLED LINEAR FEET:
4,500 LF 6 INCH PVC, 295 4 INCH PVC
TOTAL = 4,795 LF
SIZE PVC
6" 4,466 LF
4" 326 LF
4,792 LF
ENGINEER CERTIFICATION STATEMENT
1, LEE A. WEAVER , as a duly registered Professional Engineer in the State of
North Carolina, having been authorized to observe ( X periodically, _weekly,_ full time)
the construction of the project, HUB RTP hereby slate that, to the
best of my abilities, due care and diligence was used in the observation of the construction such
that by my inspection of the constructed improvements and my review of the as -built survey
data, I hereby certify that the (1) public improvements, (2) private improvements, and (3) public
safety of the above referenced project as constructed are in compliance with the requirements of
the improvements as prescribed in the approved Construction Drawings, approved design
documents, and/or any approved modifications, except as noted in red on the 'As -Built'
drawings. Furthermo , I ecrtif that the red -noted exceptions do not adversely affect the
required performan or publ safety aspects of improvements.
Name: Date: 06/21 /2024
NCPE Seal:
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Pam: �V<
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McADNMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
CONTACT
Bill Derks, P.E.
[e-mail]
RESEARCH TRIANGLE FOUNDATION
12 DAVIS DRIVE
RESEARCH TRIANGLE PARK,
NORTH CAROLINA, 27709
CONTACT: TIM BROCK
PHONE: [phone]
i to
L�UOD
LANDSCAPE ARCHITECT
Surface
Surface 678, P.A.
215 Morris Street, Suite 150
Durham, NC 27701
www.surface678.com
p: 919-419-1199
f: 919-419-1669
REVISIONS
NO. DATE
RECORD DRAWINGS
HUB RTP
RESEARCH TRIANGLE PARK,
NORTH CAROLINA, 27709
PROJECT NUMBER: RTF-18060
RECORD DRAWING

EXISTING_
-- _ --------- 1-40
-- _ —
—__H (VARIABLE WIDT— r I
I
I I
COMMON AREA � � � I -,=- � EXISTING
l \
-------- ----- ____— � � � —_ � �•-- �� I � ONE PARK DRIVE LLC. � II I
PARK DRIVE
PARCEL ID: 154077 I t
PIN: 0748-03-00-8476
DB 2579, PG 382 (PRIVATE R/W)
x— PB 141, PG 38 I I \\
cam.` �. � � / d ---�--'----- — � �-- � 5 \
In
as
EXISTING
BUILDING I I I1 I
STORMWATER
j�i - I I CONTROL I I \ ExlsT�vG �' so i I i�
\-i ` II \ BLOCK D 1 MEASURED' ass c I I —
�� \ \\\ �� i G ✓ 0 1 !\ — / I: DECK — s�—
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\ 1 BLOCK E
MEASURE C \
� \ 27 LF 6" C900 PVC I _ I os
DAVIS 54 LLC. I \ \ RECLAIMED WATER \
PARCEL ID: 154 3 \ F\ I \ PARK DRIVE
/✓ PIN: 0738-81-84'M 3 , 1
� \ 72 LF 6" C900 PVC
D.B. 8017, PG. 74� \ \ 14 LF 2" C900 PVC ) I I 62 LF 6" C900 PVC P.B. 200, PG. 19 ��-� \\ \ I \ \ II RECLAIMED WATER (PRIVATE STREET I RECLAIMED WATER ss Ih ss
�. \ • \ I I I 63 LF 6" C900 PVC I RECLAIMED WATER ss ss
It 96 LF 6" C900 PVC RECLAIMED WATER
�. \ 187 LF 6" C900 PVC i J llI II
I \ RECLAIMED WATER 617 LF 6" C900 PVC '' RECLAIMED WATER
LF 6" C900 PVC \
RECLAIMED WATER RECLAIMED WATER I �I
\ r N N
\ r .41*
.0000 SD
n
__ � _--=--� �. � .. � .. _ � - - / ,. 1 �� _ � ��� BLOCK A2-1
139 LF 6" C900 PVC
RECLAIMED WATER 24 LF 6" C900 PVC
\ I I 32 LF 6" C900 PVC I RECLAIMED WATER f 323 LF 6" C900 PVC I I I I II
A. _I . �\ I RECLAIMED WATER 245 LF 6" C900 PVC RECLAIMED WATER II I I II
RECLAIMED WATER / I
/ p 29 LF 2.5" C900 PVC I I I
BLOCK J BLOCK F ; BLOCK G I C I / RECLAIMED WATER 224 LF 6-1 RECLAIMED9WATER I II I I
\ �\ 'c\ I I \ I \ I II I I 53 LF 6" C900 PVC
I ;
`� � �d/.'' �.�/ \\_ II \\\ STORMWATER �: I I1) RECLAIMED WATER I I I II
CONTROL 32 LF 6" C900 PVC I II I! I II I II
DAVIS 54 LLC. \. I \ \ d \\ MEASURE'B' RECLAIMED WATER I �: :I', I I ,� BLOCK A2-2
\\ j PARCEL ID. 154080 \\\ \ I BLOCK A 1 "�
\ � . PIN: 0738 04 19 8305 , _ \ \� 3 I � i � 65 LF 6" C900 PVC I I
\ � DB 8017, PG 745 ��
\ \ �' _ _ / I RECLAIMED WATERPB 200, PG 197
29 LF 6" C900 PVC
RECLAIMED WATER I j I Ci
\ _ _— �% 124 LF 6" C900 PVC
w S -� i\ \ - 'f - -- ` " �- ----------- I H I TC H I N G S WAY I '
X1,
/ / RECLAIMED WATER `
� �:. _ — \\__---- —�� � / / 448 LF 6" C900 PVC
I RECLAIMED WATER (F'KI VA I t J I Ktt I) I I II LU II
000 �\
l — I — RCW RCW In �i] �l= 'r - I -. ._ ._ — _ ; I I { (D Q
Re
c N Ilk—\1 \ Ir \ LA
\•/\ \ DAVIS 54\ LC. \ \\ \\ \ II
+ \ ARCEL ID: 1 4oso \ I� \ I H I TC H I N G S WAY
n n I \ 0738-90 � —1491, I I ' 677 LF 6" C900 PVC _ E L I O N DRIVE
8017, PG 5 \ ` \� RECLAIMED WATER 29 LF 4" C900 PVC i� 184 LF 6" C900 PVC
200, PG 1 / \\\. \ ) I / / — (PRIVATE STREET) RECLAIMED WATER I RECLAIMED WATER I� Q
+ ■■■ (PRIVATE STREET) 366 LF 6" c900 Pvc I �I I
I \\ \ I i — 297 LF 4" C900 PVC RECLAIMED WATER
1 f II II I, il� \ \ \\ O i 1\// STORMWATER I Q I I I
— — — LF
— RECLAIMED WATER I•
CONTROL II ( II
MEASURE'A' ! I� BLOCK H 1 BLOCK H2 BLOCK C BLOCK B I -
1I I I I \ \\ \ I oc
mil I
MODRICH BOULEVARD �
III II II I \ \ �I' I I t RODBELL STREET
x _ — — J I I \ \ a ; `� I I II (PRIVATE STREET) '
\ , I I I
\ � \`' ;` (PRIVATE STREET)
\ — I 4u \ _ —------- — — —' — - -- --- -- — -- ---� II \�-1
I v, — r Ir I y ou `� ou—r �- --
\ \� _ ---
1
--� --— --— --— --— --—
-- W SC' _ 5� _r -- — __--- ___ -- r — ———
s —� EXISTING ____� __ •� ',%' �`\\ ��"� ,
NC H WY 54 _
ti�\, ► , I! II VARIABLE WIDTH P ( PUBLIC R U C W / )
UTILITY PLAN PHASING LEGEND
PROPOSED RECLAIMED WATER DISTRIBUTION LINES
ENGINEER CERTIFICATION STATEMENT
i, LEE A. WEAVER , as a duly registered Professional Engineer in the State of
North Carolina, having been authorized to observe ( X periodically, _weekly,_ full lime)
the construction of the project, HUB RTP ,hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the construction such
that by my inspection of the constructed improvements and my review of the as -built survey
data, I hereby certify that the (1) public improvements, (2) private improvements, and (3) public
safety of the above referenced project as constructed are in compliance with the requirements of
the improvements as prescribed in the approved Construction Drawings, approved design
documents, and/or any approved modifications, except as noted in red on the'As-Built'
drawings. Furthermo , I certi that the red -noted exceptions do not adversely affect the
required performan ofr pubf safety aspects of the improvements.
Name: f // Date: 06/21 /2024
NCPE Seat
\N\t4GS o
�• •S/�C�,L�'v,
7��
EAL =M
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uw= 37994 O
06/21�/2,d?�,
�>NOSJN\,��
UTILITY LEGEND
111-*�
FIRE HYDRANT ASSEMBLY
(INCLUDES VALVE AND TEE)
FIRE DEPARTMENT CONNECTION (FDC)
11
WATER VALVE
®
VALVE IN MANHOLE
REDUCER
—
PLUG
BLOW —OFF ASSEMBLY
SANITARY SEWER MANHOLE
•
SEWER CLEAN —OUT
SEWER FLOW DIRECTION
ARROW
WATERLINE
SANITARY SEWER
—
— EASEMENT LINE
UTILITY NOTES
SITE LEGEND
1.
FIRE SERVICES & DOMESTIC SERVICES, WATER METERS AND BACKFLOW PREVENTOR SIZES AND LOCATIONS TO
SIGNAGE
BE DETERMINED WITH SITE PLANS FOR EACH BLOCK.
24" WIDE STOP BAR
2.
ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT CITY OF DURHAM AND DURHAM COUNTY
TRAFFIC DIRECTIONAL ARROW
ENGINEERING (SANITARY SEWER AND RECLAIMED WATER) DESIGN AND CONSTRUCTION STANDARDS.
— —
PROPERTY LINE
3.
RECLAIMED WATER SERVICE LOCATIONS AND SIZES TO BE DETERMINED WITH SITE PLANS FOR BLOCK.
— — —
RIGHT—OF—WAY LINE
4.
THIS PROJECT IS LOCATED IN THE DURHAM COUNTY SERVICE AREA AND IS SUBJECT TO THE DURHAM COUNTY
— —
EASEMENT LINE
SEWER USE ORDINANCE.
CENTERLINE
5.
ALL SANITARY SEWER SHALL BE IN ACCORDANCE WITH DURHAM COUNTY STANDARDS AND SPECIFICATIONS.
X X X X
FENCE
— — — — — — —
6.
CONSTRUCTION PLANS FOR THIS PROJECT WILL NOT BE APPROVED UNTIL SYSTEM DEVELOPMENT FEES HAVE
STREAM BUFFER
BEEN PAID.
7.
A PRE -CONSTRUCTION MEETING IS REQUIRED WITH DURHAM COUNTY UTILITIES BEFORE WORK ON THE
FEMA FLOODWAY
SANITARY SEWER MAY BEGIN. CONTACT MICHAEL DEAN WITH DURHAM COUNT UTILITY DIVISION AT
919-201-3363 TO SCHEDULE THE PRE -CONSTRUCTION MEETING. THIS MEETING SHALL BE SCHEDULED 72 HOURS
IN ADVANCE OF PLANNED CONSTRUCTION ACTIVITIES.
— — — — — —
FEMA FLOODPLAIN (1 % ACF)
8.
PRETREATMENT PLANS FOR THIS FACILITY WILL HAVE AND BE APPROVED BY COUNTY STAFF.
FEMA FLOODPLAIN FUTURE (1 % ACF FUTURE)
g.
GAS LINES AND UNDERGROUND ELECTRIC LINES ARE SHOWN FOR SCHEMATIC PURPOSES ONLY. ACTUAL SIZING
AND LOCATIONS SHALL BE DETERMINED BY APPROPRIATE UTILITY OWNERS PRIOR TO INSTALLATIONS.
GRAPHIC SCALE
0 50 100 200
Iinch =100ft.
'J
MCADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
OWNER
RESEARCH TRIANGLE FOUNDATION
12 DAVIS DRIVE
RESEARCH TRIANGLE PARK,
NORTH CAROLINA, 27709
(vI''1
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REVISIONS
NO. DATE
PLAN INFORMATION
PROJECT NO. RTF-18060
FILENAME RTF-18060-OAU1
CHECKED BY LAW
DRAWN BY HMA
SCALE 1"=100'
DATE 6.20.2024
SHEET
RECLAIMED
WATERLINE EXHIBIT
RECORD DRAWING •

1
EX. SSMH
II TOP=278.01'
1 INV IN=270.21' 12"
1 \ INV OUT=270.1 1 ' 12"
i
EXISTING 40' UTILITY
EASEMENT �x
x x x x-X x
ROW AG /
AGREEMENT - -
00 - -
�- -
/ o" PUBLIC 30" SS - -
'
1
PUBLIC
1
/
�
1
1
'
1
SSMH-1013A
1
1 z
RIM=280.41
INV IN=266.65 (SSMH-1014)
1
1
INV IN=266.95 (SSMH-10138)
INV OUT=266.45
1
1
1
C \
a
40' DURHAM COUNTY
SANITARY SEWER EASEMENT
(PERMITTED UNDER
SEPARATE COVER)
1
1
1
SS OUTFALL "B"
1 1 1
(SEE SHEET C5.08)
1�.
1
SSMH-400 RIM=29191.6.61
INV IN=270.42 (SSMH-4C 1)
INV IN=280.80 (SSMH-41l)
INV OUT=270.22
vH-410
290.28
INV OUT=282.00
s 1 THIS 12" GATE VALVE TO BE CLOSED TO ISOLATE
1 THE DEADEND WATERLINE. ONCE A USER IS
1 1 DETERMINED OR THE WATERLINE IS EXTENDED
I I FURTHER TO CREATE A LOOP, THE LINE SHALL BE
1 t 1% ACF FLUSHED AND TESTED TO BE PLACED IN OPERATION.
1 I (100 YEAR
1 I FLOODPLAIN)
SSMH-1013
1
_____ RIM=279.79
w INV IN=265.30 (SSMH-1013A)
1 II INV OUT=265.10
O 1 STORMWATER L
1 CONTROL c 6" RECLAIMED
MEASURE'C' a I I WATER METER
U 1. 1 2 6" GV
- m 2" RECLAIMED IRRIGATION METER
LU D
LU 1 a I 2.5" IRRIGATION RECLAIMED LINE RECLAIMED
I
PHASE 3 6" CAP
Ln 1 I I 2" IRRIGATION METER
2" BFP
3 I 2" COPPER IRRIGATION LINE
1 I PHASE 3
-WITR TAPPIIV RECLAIMED
M3 SLEEVE AND GATE VALVE 6"X6"TEE
LU I W 2 PHASE 3 () GV&B UE
z 1 i 1_/WM1 12%8" TEE 0E
UE
J , p LIE 1) 8„ GV&B -G_ G ---
U PHASE 3 PRIVATE 12 DIPW/L
■ �� - 28+00 -
RCM
RCW tC
WC RCW I.
WV4 V6 - -
\_30' DURHAM COUNTY
SANITARY SEWER
EASEMENT
(PERMITTED UNDER
SEPARATE COVER)
EXISTING
1-40 --- 1
(VARIA]BLE WIDTH[ PUBLIC R/W)
SSMH-401
RIM-295.00
INV IN=271.62 (SSMH-402)
INV IN=282.10 (SSMH-41 1)
INV OUT=271.42
PUBLIC 8" SS
SSMH-411
RIM=296.26
INV OUT=283.00
BLOCK D
PUBLIC 30" SS 1
- - - � PUBLIC 0" SS
SSMH-402 \ 1
RIM=296.00 _ /J
INV IN=272.48 (SSMH-403) ` 1
INV OUT=272.28
20' IDE/REAR
YARE
1
� � 1
\ 1
\ 1
\
I 1
1
I
I 1
I 1
1
1
1
I BLOCK E 1
I 1
I 1
I 1
1% ACF 1
(100 YEAR 1
FLOODPLAIN) \
I / 1
�1 O
TREE /
COVERAGE 1 U
PHASE 3 /
2" BLOW -OFF
ASSEMBLY RECLAIMED / /� / LU
6" CAP PRIVATE 12" i // W
PHASE 3 2" BLOW -OFF DIP W/L
ASSEMBLY PARK DRIVE I PHASE 3 ^ RECLAIMED =
(PRIVATE STREET 8" DIP W/L I p--° 2X c &B / /�/ LU
) () RECLAIMED NDER � W
PHASE 3 L.0
12" DIP3PRIVATE DUCTBANK N12"x8" CROSS o-•-c I i / /
PHASE 3 FIRE HYDRANT ED
ASSEMBLY (TYP.) C7 (1) 12" V&BGV&- / 1 I
(2) 8" GV&B
m ' �{ p G-G G G_--G
_ �J,J
�G G G - G�G G- - - G G- - G G�G G C, GAG - G G G�G G G - - G�
PHASE 3 FIRE HYDRANT �� • - �n-^ 3n`� / 1 J
✓✓ PHASE 3 PRIVATE 12" DIP W/L ASSEMBLY (TYP.) _ I / d
26+00 25+00 24+ 0 23+00 22+0013 21 } IVATF 6" i C900 cw V✓_RCWED WATER W - Rcw d U
I - � - I - ✓zCW A RCW R` ! WV 1� / RCW \ 1 g+
RCW �W RCW RCW KgRIVATE 6�c 900 PVCR ECLAIMEDR ATER RCW RCW RCW RCW RCW RCW CCW RCW RCW RCW RCW RCW RCW RCW
in 3n 3n 3n 3n 3n 3n 3n 3n 3n 3n 3n 3n (J 3n 3n 3n 3n 3n 3n 3n 3n \ D r
RECLAIMED UNDER / /
% �•
19
(n
I PHASE 3 1
FIRE HYDRANT
I
ASSEMBLY (TYP.)
I
9
PHASE 3
n
2" BLOW -OFF
ASSEMBLY
WM
�- _^
RECLAIMED _ n PHASE 3 v PHASE 3
5 6%6" CROSS 12%12" CROSS DUCT BANK � 8" DIP W L 6" C900 PVC
(3) 6" GV&B I (3) 12" GV&B (DESIGN BY OTHERS) 62' PRIVATE STREET / RECLAIMED WATER
AND UTILITY EASEMENT
8" WATERLINE WATERLINE UNDER 6 CAP
I i SEE PROFILE DUCTBANK
DUCTBANK (OVER SS) I PHASE 3
2" BLOW -OFF RECLAIMED
I 46' PRIVATE STREET I ASSEMBLY
6%6" TEE
I (2) 6" GV&B
+ AND UTILITY EASEMENT
o
PHASE 3 8" DIP W/L
' -6" C900 PVC RECLAIMED I PHASE 3 8" CAP 50' RIPARIAN BUFFER
1 WATER STUB I (MEASURE 50' FROM TOP
I \. 6" CAP -
OF BANK, EACH SIDE)
I 2" IRRIGATION METER PHASE 3 WATERLINE UNDER
1 I 2.5" IRRIGATION 12"x8" TEE 1 DUCTBANK
�1 RECLAIMED LINE (1) 8" GB&B DUCT BANK I
1 i 1 I 2" BFP " (DESIGN BY OTHERS) I I
1% ACF 40' DURHAM COUNTY �� PRIVATE 6" C900 PVC BLOCK F I BLOCK E
y 1 \ (100 YEAR SANITARY SEWER 1 y� RECLAIMED WATER
so I FLOODPLAIN) \ N
PERMITTED UNDER \ c^
I
SSMH-1011 SEPARATE COVER) u`
RIM=275.89 \ MODRICH BOULEVARD I
INV IN=262.35 (SSMH-1013)
50' RIPARIAN BUFFER
1 I INV IN=263.98 (SSMH-1012) (PRIVATE STREET)
(MEASURE 50' FROM TOP rn �_ SSMH-351, 352 WITHIN
I �,NV OUT=262.15 +
OF BANK, EACH SIDE) RECLAIMED UNDER
1 I \ PUBLIC
HC 18 2 S 20' PRIVATE SANITARY ' DUCTBANK MAINTAINED SHOULDER OF
SIDEWALK.
SEWER EASEMENT \ WATEROSTUBC RECLAIMED
�' o� ft \ 6" CAP --
STORMWATER _ 20' PRIVATE SANITARY
CONTROLS PHASE 3 FIRE HYDRANT I
SEWER EASEMENT
MEASURE'B' ASSEMBLY (TYP.)
> 24" RCP A L0 !
RECLAIMED c O ; TOP/BOT=278.70/276.20
Q 9> 6%6" TEE �a DUCTBANK (OVER STORM) SS OUTFALL "B" SSMH-352
0 1 TOP/BOT=283.20/281.90 (SEE SHEET C5.08) (4' DIA.) / _ - _ - / Lp /
\ \ v SS v SSMH-351 - 1 _ CLEARANCE=3.2' - - - _ _ o,
m 4 \ SSMH-350 (4' DIA.1�- " 1 14+00DIA
m
1 \ I SEALED -� - - --- - -- --! -- -----_ - ...... r
\ - )r PRIVATESS
a MATCH LINE -SEE SHEET C4.03
BLOCK J
ENGINEER CERTIFICATION STATEMENT jl G S
I, LEE A. WEAVER , as a duly registered Professional Engineer in the State of P�```�
North Carolina, having been authorized to observe ( X periodically, _weekly,_ full time) �`� CA
the construction of the project, HUB RTP hereby state that, to the v \ RO��
best of my abilities, due care and diligence was used in the observation of the construction such O , �•��SS
that by my inspection of the constructed improvements and my review of the as -built survey
data, I hereby certify that the (I) public improvements, (2) private improvements, and (3) public SEAL
safety of the above referenced project as constructed are in compliance with the requirements of C) = r
the improvements as prescribed in the approved Construction Drawings, approved design Lu = 37994
documents, and/or any approved modifications, except as noted in red on the'As-Built'
drawings. Furtherm e, I certi that the red -noted exceptions do not adversely affect the I NE,.•' P
required performa e or p b c safety aspec improvements. ��i� W
Name: / Date: 06/21/2024%��r�►���nn�``�`�`d
No SgNl
NCPE Seal:
SITE LEGEND
SIGNAGE
24" WIDE STOP BAR
TRAFFIC DIRECTIONAL ARROW
- - PROPERTY LINE
- - - RIGHT-OF-WAY LINE
EASEMENT LINE
CENTERLINE
-XXXX FENCE
-----------------
c1�SWUNIE 19921 i
FEMA FLOODWAY
FEMA FLOODPLAIN (1% ACF)
FEMA FLOODPLAIN FUTURE (1% ACF FUTURE)
UTILITY LEGEND
�}
FIRE HYDRANT ASSEMBLY
(INCLUDES VALVE AND TEE)
FIRE DEPARTMENT CONNECTION (FDC)
N
WATER VALVE
®
VALVE IN MANHOLE
14
REDUCER
'-'
PLUG
n 04
BLOW -OFF ASSEMBLY
•
SANITARY SEWER MANHOLE
•
SEWER CLEAN -OUT
>
SEWER FLOW DIRECTION
ARROW
WATERLINE
SANITARY SEWER
-
- EASEMENT LINE
I
24" RCP 1
/ TOP/BOT=288J
DUCTBANK (0Vi
/ TOP/BOT=293.
CLEARANCE 2J
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
'J
McADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
OWNER
RESEARCH TRIANGLE FOUNDATION
12 DAVIS DRIVE
RESEARCH TRIANGLE PARK,
NORTH CAROLINA, 27709
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REVISIONS
NO. DATE
PLAN INFORMATION
PROJECT NO. RTF-18060
FILENAME
RTF-18060-U1
CHECKED BY
LAW
DRAWN BY
HMA
SCALE
1"=40'
DATE
6.20.2024
SHEET
UTILITY PLAN - AREA "A"
C4.01
RECORD DRAWING

EXISTING.-
1 1-401 / ---_
1 (VARIABLE WIDTH'PUBLIC R/W)I 1 _ _ _ _t
1 \
SSMH-403 I
1 I I RIM-296.50
INV IN=273.58 (SSMH-404)
INV IN=274.45 (SSMH-405)
INV OUT=273.38 I
1 I
PUBLIC 30" SS—
L—-----
cr)
1
WI I -�-�` ��� = _ — PHASE 2 8" FIRELINE I I
EXTENSION TO NEW
RIM 2 6000 I INTERNAL FIRE RISER
ROOMI
INV IN=274.98 (SSMH-406) I I I
1 I II• \ ` / INV OUT=274.78 I I I
1 \ II EXISTING
COMMON AREA - - - - —
I _ — � BUILDING X
1 \ I I I` \ EX. SSMH-208 -4
1 \ I � I TOP5 5EXISTING
89'
II 11
I I I I
II I I
II I I
I I 1
I
11
1
1 I
I �0
I I asl�`-- — as —
a1 as as I M
(2) 45• BENDS
PHASE 2 8" BFP IN
ABOVE GROUND
HOTBOX
EXISTING
\ - PARKING �� �� I S/ ,IPA R K D R 1 V E 0 I 11
INV IN=275.89' 15" DECK ONE PARK DRIVE077 t900 PVC RECLAIMED - (PRIVATE R/W)
I INV IN=275.59' 15" PARCEL ID: 154077 �
INV OUT=274.69' 15" PIN: 0748 03 00 8 So WATER STUB
\ DB 2579, P 4/ I 6" CAP I EX. FIRE HYDRANT / I
1 I I SANITARY SEWER SERVICE` PHASE o %A
1 I I \ FROM ONE PARK DIVE ss PB 141, P 38 / Sp (2) 45' BENDS I
o EX. 16" VA E
ss oo c So / I PHASE 6 I n 4
8" 8" TEE-
1 \ \ \ 2EX SSMH-207 — —
1 TOP=285.72'-- �__=—� r/ I� ---W
INV IN=274.96' 15" — — _ _ — _ _ / _ _ d H PHASE 4
99
�#d OUT=274.75' �4-5 — — — /3n I
1 BLOCK E \ / I Il l sa �- / / I 3�a ( TAPPING SLEEVE i10+00
\ \` I / / t AND VALVE {
so 4BEND 5' I —
/
ENS
rl 1 CREEK •�
®/�
USRPAST XISFIR
TRIBUTARY 4HANT TEE. INSTALL
CAP TH THRUST asBLocK"�e
as
/
O 1 STORMWATER / / I \ �I �\ (III I = �� —�= ��a �E �2 00 -
1 CONTROL i / \ \ �\ _ _ = as
a PR _ o (5 MDIn.)�
1 MEASURE 'D' PUBLIC 8" 'SS SS OUTFALL "F" I
/
LU1 / / /�, °^ - PURI I�SG - �� (SEE SHEET C5.07)
I
= 1 100 YEAR _ °-------
Ln 1 FLOODPLAIN) i _/ ! / / ' ,oa c� - _ ----- --- - w—W I
LU 1 �r / I / _
LU 1 / boa , -'-- 45 BEND w- I
' / •p I SS �
i 1 50' RIPARIAN BUFFER / / / / x `� EX. 16" VAL EX. 8" SS
W I ss ss �{ ss
(MEASURE 50' FROM TOP / / f / / �\ Rc '3y�0IQ \ ss ss I I
z ; OF BANK, EACH SIDE) / ti ��R PUBLIC acw� '-3 ss I I I II o
J 1 PHASE 4 8" SS a r
SSMH-321 w �'r 30' DURHAM 45 \ •c
SSMH-327 p I I
(2) 2" TAP WITH TAPPING JP Rc � COUNTY SANITARY ICE V I I
= 1 SLEEVE AND GATE VALVE / RR_ (4' DIA./
U 1 (1) 12" GV / / SEWER EASEMENT nJ Q (5' DIA.) yy
�/ / • 5� x°� �'� Rcw ''''r�� '' (2) 45- BENDS 30
P II I
Q RECLAIMED UNDER / / PAS 4 EX. 40 ILITY // R JPRcw SSMH-320 CONDUITS
DESIGN BY OTHERS) I
1 DUCTBANK i / ." "X6" TEE •ASEMEN / � / � / �' �� (5' DIA.) ( 3Q �� = o 'O I
GV (P G 22) / C+i I
R ''�� � SSMH-325 RAJ 3' ABOVE
1ABA' / r' PRIVATEESTREET AND CITY OF DURHAM 6 �� I
1) 6" 6" C900 PVC c^ FINISHED GRAD
p I
" \ (PO 0 / I I
/ `BE DONED) / /� Rc ����'RECLAIMED WATEREASE� Z
1..�_ UTILITY EASEMENT WATERLINE MENT oJ\L \ 21 I I I l
RCW
RCW
d _ i " J' /� RECLAIMED 24" RCP
/ —
PHASE 4 / p 6"X6" TEE TOP/BOT=290.35/287.85 5 \ a I I
��• — / � � � / x� , 45' 16" BUTTERFLY VALVE I
a / �6 cs` (3) 6" GV&B DUCTBANK (OVER STORM) � \ IN 8' DIA. MANHOLE I
R \ d/ / �DIP11lATE 6" / 55 WATERLINE/RECLAIMED TOP BOT=293.00/291.70 BEND I I
RCW\ 1g} n• f— d and and DAP Wnd —and—_3nd�3 i a RCW UNDER DUCTBANK CL RANCE=1.35' 1 I IlO
-
CONDUITS
I I ►I
C
' Rcw (DESIGN BY OTHERS) 18" RCP
/ Rc 18+00 PHASE 4 PRIVATE 12" DIP W/L 17+00 C TOP/BOT=290.85/288.85 I � I I l
PHASE 5 PRIVATE 12" DIP W/L / DUCTBANK (UNDER STORM) I 0 II I II PRIVATE 6" C960 PVC m k �I I Il
1 / / - / / RcW [RCW RECLAIMED WATER RCW SSMH-323 TOP/BOT=287.85/286.60 I
/ . ' � RCW Rc \ CLEARANCE= 1 .00' I I _< o III I
RCW Rc \� z -
�- PHASE 5 PRIVATE 8" DIP W/L 45'
PHASE 4 WITH 2" BLOWOFF ASSEMBLY I BENDS II I Il
/ 2" P WI AP NG / 12%12" TEE \ SSMH-330B I I
/ IRR A SSMH-324 I �` / (2) 12" GV&B
0 METE ��
\ " 20' STREET I- II I Il
1
1% ACF
(100 YEAR 1
FLOODPLAIN) 1 //
1/
1
M
UTILITY NOTE
2" BFP
2. 1Rj
/
I
I
I
I
1
.I
/ (4' DIA.) SSMH-322 rRTVAI t a Uir - - - - - - YARD _
ION VARIABLE WIDTH PRIVATE 8" SS PRIVATE 8" SS -'a I I I I I
D LINE / PRIVATE STREET AND I I I I I l
UTILITY EASEMENT ' PHASE 5 _
/ SSMH-325 (4DIA)- 8" S`
I �I I Il
- 18" RCP SEE PROFILE 12'X8" TEE
/
/ TOP BOT=287.56/285.56 I U
DUCTBANK (OVER SS) (2) 8" GV&B O _ ; II L.I.J co I Il
DUCTBANK (UNDER STORM) I
-O
TOP/BOT=284.56/283.52 — DUCTBANK PRIVATE 8" SS SSMH-330A I — j I I I
/ CLEARANCE=1.00' (DESIGN BY OTHERS) t
PRIVATE 8" DIP Ur= a -
PHASE 4 PHASE 2 FIRE 1
°P �0 2" WATER METER SANITARY PRIVATE
TSEWER —PARK DRIVE (TfP j NT ASSEMBLY 1 _ , _ 3 _ 4 I l I I Ili
/ 2"BFP FOR SPLASH PAD EASEMENT SSMH-330 I I lI LA(J) I II
/ (PRIVATE STREET) (4- DIA.)
2HASE 4 RRIGATION METER PRIVATE 6" C900 C LU- I i / I
2" BFP FOR STREAM RECLAIMED WATER s f y PHASE 5 I Q m I l
I I IRRIGATION PHASE 5 PRIVATE -+ 3
PHASE 4 8" DIP WATERLINE o 2" BLOW -OFF I I Q
0 I ASSEMBLY
3"X2" DIP REDUCER -0 II pC I IlO
I i � ' > I II
I 1 o I I PHASE 5 PRIVATE I I I I
I I " 8" DIP WATERLINE i lI i II
PHASE 5 I
2" BLOW -OFF �`� -PRIVATE 8" SS I o - I PUBLIC 16" DIP W/L I Il
I ASSEMBLY
(2) 12%8" TEES - 3 BLOCK A2 I I I
(2) 12" GV&B I II
(1) 8" GV&B ��'c ►a °
RECLAIMED lI I Il
I 6"X6" TEE I I II
BLOCK Al (2) 6" GV&B
i
' ELION DRIVE
I (PRIVATE STREET) —
/ PHASE 5 o-
PRIVATE 12" SSMH-331A I 16" AIR I
I I � DIP W/L I I I I° RELEASE VALVE
I I 24" RCP SSMH-331� -icRECLAIMED
-
/ TOP/BOT=288.91 /286.25 (4- DIA.) 1 3 " (2) 6" GV&
/ DUCTBANK (OVER STORM) B
mmmm
fim
SITE LEGEND MATCH LINE - SEE SHEET C4.04 *SEE SHEET C4.05 FOR SANITARY SEWER STRUCTURE TABLE
SIGNAGE UTILITY LEGEND
�
24" WIDE STOP BAR 10+} FIRE HYDRANT ASSEMBLY
TRAFFIC DIRECTIONAL ARROW (INCLUDES VALVE AND TEE)
W FIRE DEPARTMENT CONNECTION (FDC) ENGINEER CERTIFICATION STATEnIENT
- - PROPERTY LINE I, LEE A. WEAVER , as a duly registered Professional Engineer in the State of \ r1G S 0
N WATER VALVE North Carolina having been authorized to observe X eriodicall weekl full time P `��r� 11rrr1/ N�
— — — RIGHT-OF-WAY LINE g (_P y y )
1. ALL SANITARY SEWER DUCTILE IRON PIPE 8" AND GREATER EPDXY LINED
WITH 401 PROTECTO COAT OR SIMILAR.
® VALVE IN MANHOLE OQ-`�� N CARD
the construction of the project, HUB RTP ,hereby state that, to the (
EASEMENT LINE ,.••' •
REDUCER best of my abilities, due care and diligence was used in the observation of the construction such O � �O•; SS /Q•.• ti '
CENTERLINE that by my inspection of the constructed improvements and my review of the as -built survey
—XXXX FENCE PLUG data, I hereby certify that the (1) public improvements, (2) private improvements, and (3) public _ �� �r m
o-►+— BLOW -OFF ASSEMBLY safety of the above referenced project as constructed are in compliance with the requirements of
the improvements as prescribed in the approved Construction Drawings, approved design W = 37994 - O
SANITARY SEWER MANHOLE
STREAM BUFFER ® documents, and/or any approved modifications, except as noted in red on the 'As -Built' (� � ;•��G 06/�4/?b J0
drawings. Furthenno , I certi that the red -noted exceptions do not adversely affect the I NE •; •'
• SEWER CLEAN -OUT . P
required perfonnan or publ safety aspects of the improvements. • 'i�� 9��•'•••••• ,��` O
�• � � > SEWER FLOW DIRECTION 06/21/2024
FEMA FLOODWAY • ARROW Name: Date:
WATERLINE NCPE Seal: SIN
FEMA FLOODPLAIN (1 % ACF) SANITARY SEWER
— — — — — — — — — — — — — — — — — FEMA FLOODPLAIN FUTURE (1% ACF FUTURE) — — EASEMENT LINE
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
RECORD DRAWING
'J
McADNNA S
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
L 1 1 i
RESEARCH TRIANGLE FOUNDATION
12 DAVIS DRIVE
RESEARCH TRIANGLE PARK,
NORTH CAROLINA, 27709
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REVISIONS
NO. DATE
PLAN INFORMATION
PROJECT NO. RTF-18060
FILENAME RTF-18060-U1
CHECKED BY LAW
DRAWN BY HMA
SCALE 1"=40'
DATE 6.20.2024
SHEET
UTILITY PLAN - AREA "6"
C4.02

MATCH LINE - SEE SHEET C4.01
ENGINEER CERTTFICATiON STATEMENT rl G S 1I, 1
1, LEE A. WEAVER , as a duty registered Professional Engineer in the State of V' *0��r r'r 11i ll t��
North Carolina, having been authorized to observe ( X periodically, _weekly,_ full time) .`� N CAF20
the construction of the project, HUB RTP hereby state that, to the R�.,.• SS . � ��i� • 1
best of my abilities, due care and diligence was used in the observation of the construction such Q ��:' O•'• 1
that by my inspection of the constructed improvements and my review of the as -built survey y
data, I hereby certify that the (1) public improvements, (2) private improvements, and (3) public U = E A L L 1
safety of the above referenced project as constructed are in compliance with the requirements of LIJ_ 37994 ' af= Oc 1
the improvements as prescribed in the approved Construction Drawings, approved design (� •� 06/2 f Q��4,j 1
documents, and/or any approved modifications, except as noted in red on the'As-Built' ����� p
drawings. Furthermo e,1 certi that the red -noted exceptions do not adversely affect the .... Q 1
y required performan e or pub( safety aspects of the improvements. ' q'=. .w
m 06/21/2024 �%/�/���rrrn111►`��'a 1
Name: Date: O SOr1
n NCPE Seal: v u i u
3 718" WATERLINE
a - SEE PROFILE
I N DUCTBANK (OVER SS)
I 46' PRIVATE STREET / / / / - 18 1
TOP
AND UTILITY EASEMENT
50' RIPARIAN BUFFER TOP/1
8" CAP (MEASURE 50' FROM TOP / / CLEAT
PHASE 3 3 OF BANK, EACH SIDE) L°
/ I 12"x8" TEE_;
• o�
J I (1) 8" GV&B WATERLINE UNDER
\ 40' DURHAM COUNTY DUCTBANK I TOP OF ° / 1
SANITARY SEWER BANK 1
EASEMENT 0
BLOCK F ' BLOCK G
I ` � ELECTRICAL ROUTING
9 1 \ (DESIGN BY OTHERS)
so \ I I60
i 1
I I \. SSMH-1011 I I I Il ' CP I 1
I I I RIM=275.89 PRIVATE 6" C900 PVC
I
1
I INV IN=262.35 (SSMH-1013) BLOCK J \ \� RECLAIMED WATER
I INV IN=263.98 (SSMH-1012) I I
I I \NV OUT=262.15 RECLAIMED UNDER SSMH-351, 352 WITHIN
PUBLIC 8" SS 6Ng5 DUCTBANK MAINTAINED SHOULDER OF 1
\ SIDEWALK. ALL MANHOLES TO I I 1
SSpL1H-111,810NN 6��5 c \\ 6" SERVICE, FOR FUTURE BE FLUSH WITH FINAL GRADE. I
rr"VA.�7,ti IRRIGATION METER (6" CAP) MANHOLES ARE 2' ABOVE5j RECLAIMED O FLOODPLAIN.
6%6" TEE a FIRE HYDRANT I I I I I 1
5 c ASSEMBLY (TYP.) I 1
\ �\X (2) 6" GV&B 20' PRIVATE I
�� a SANITARY SEWER
\ 24" RCP EASEMENT 1 o I c
p� \ PROPOSED 50' RIPARIAN � / /
0 \ L BUFFER MEASURE 50' FROM O TOP/BOT=278.70/276.20 _ }00 1% ACF
( ;'a DUCTBANK (OVER STORM) SS OUTFALL "B" SSMH-352 1 FLOODPLAIN)
YEAR J I I 1
TOP OF BANK, EACH SIDE) of \ \ TOP/BOT=283.20/281.90 (SEE SHEET C5.08) (4' DIA.) / _ _ _ - _ - _ - - FLOODPLAIN) L°
SSMH-351 � c _ � � _ _ CLEARANCE=3.2' - -
\ \ SSMH-350 {4' DIA.J� - �� H 6 - _ \ 6}00 • SS / 1
\ \ \ (4' DIA.) — _ - - 14+00 - - -/ - - - - - 15+00 - - _ - - 1 �/ v_ _�
(SEALED) ---� _ - - --- n PRIVATE - -_ _
SEALED--� o- - - _ I_ i = �- - 24" RCP 1
8„ Si e `�� - - - - - s - / _ TOP/BOT=288.91 /286.25
DUCTBANK (OVER STORM) 1
_ TOP/BOT=293.13/291.88 1 C)
% CLEARANCE=2.97' 1
.\SSMH-310A 1 U
PHASE 2 / 1 W
PHASE 2 12"x6" TEE /
` \
12"x8" TEE / / 1
\\ (1) 8" GV&B \ L° a / ECLAIMED V,J
\. • �� HASE 2 6"> " TEE 1 LU
\ •• �m ° PUE— — PUE PUELU
12"x8" 'IEE 2) 6' GV&E 1 (/)
r\ \\\ .. �---.• • - - - - QJ -----ter-- ------------------------- ---t--�` �� PUE— - .... '� s _ - (1) T2" GW0 / (1 4" V&E c
\\ _ _ k1�8„ G'�/&B
z PHASE 2 PRIVATE 12" DIP W/L �`._ F►1 ►a• ►�, ►a•. PUE PUE �► Fill ►e LU
/ y PL PUE— -'� --o ------ o � -----------------r �-- 1
3+00 ° ------
\ \ I o-++--4- I - 15+00 SSMH-307 ' I I
- - - - — - - - - - - - -T I (4' - DIAL - _ - 16+0o f�VAT 8" SS 17+00 RIVA E 8" SS i 8+00
o 12+00 11 q
- -+ - U 10 00 11+00 — Rcw - - - a NATE 6" 6C90U-FCC RW.IMEED W4W - - - - - - - - - •� 49 1 U
12"x12" TEE I - - r --oilECLAIME c ATE R W� ROW -Rew- Rcw IN W _
(2) 12' GV&B I > _ pWRIVA� R&C90� c - - -, _ _ - � - - - W ROW ROW ROW OW �' 7 Q
_ ROW — - W CW ROW RCW
v/I - - RCW i I - _ _ _ _ . � - - -� -� z_ n 3n 3n n �' 3n .In 3n
RECLAIMED Rcw Rcw _ - - - _ a - - �- - - -- - +v- — - - -
\ 6%6" TEE / - - uE B _ - - _ - o - - - - -- -- -- 5
\ 3 6" GV&B / c G - �� uE �" DIA.)
- -- _ _ -- --- - ti
BURDENS CREEK O _ � _ RECLAIMED � - - 4 u uE uE O •3n 3n � SSMH-308 1
\ / - 4' DIA.
TRIBUTARY 4 � uE uE uE uE ( ) 6°X4° TEE O
\ \ \ \ \\ I SSMH-304 / i �, - `-`f PRIVA 8" SS (1) 6" GV&B - (5' DIA.) �1
0 \ \ I (5' DIA.) I SSMH-306A 24" RCP PHASE 2 FIRE HYDRANT (1) 4" GV&B
1
\\ 1 \ \ � I ASSEMBLY (TYP.) Q� uE uE PRIVATE 8" SS
I PRIVATE 8 SS I 4' DIA. 12"X6" TEE RECLAIMED UNDER ` w M I� 1 \ \ \ 1 I / / ( ) DUCTBANK 2 (OVER \ -SSMH-310
\ \\ • � \ ., � � � WATERLINE UNDER •
DUCTBANK 15" RCP TOP/BOT=285.32/284.07 PHASE 2 OFF (1) 6" GV DUCTBANK \ (4' DIA.) 1
SSMH-309
\ 11 \ I I �� 8" SS TOP/BOT=280.60/278.85 CLEARANCE=1.54' ASSEMBLY 6" SS j 6" DIP SANITARY -SEE PROFILE i 1
\ \ I I I I SEE PROFILE DUCTBANK (OVER STORM) H ITCH I NGS WAY ,
DUCTBANK (OVER SS) TOP/BOT=282.25/281.00 TOP/BOT=282.45/281.95 SEWER SERVICE WITH DUCTBANK (OVER SS) I 1
CLEARANCE=0.4' DUCTBANK (OVER SEWER) CLEAN OUT
36" RCP (PRIVATE STREET) TOP/BOT=290.02/288.77 PHASE 2 I W 1
I PRIVATE 8"
-o TOP/BOT=278.10/274.60 PHASE 2 CLEARANCE=6.32' DIP W/L I o 1
L°I 1% ACF I I I DUCTBANK (OVER STORM) I
/ I / (100 YEAR � I � N PRIVATE 8" I
1
/ FLOODPLAIN) , I `--� TOP/BOT=280.50/279.20 DIP WATERLINE I 1
r CLEARANCE=1.1' j
o PHASE 2 FIRE HYDRANT
ASSEMBLY (TYP.) I w 1
N 12"X6" TEE I I 1
I I N ¢ (1) 6" GV
STORMWATER I I I = ' 1
a CONTROL a --° MODRICH BOULEVARD RODBELL STREET w 1
I i " m
I I I I � PHASE 2 1
1 I / I MEASURE'A" I I I (PRIVATE STREET) (PRIVATE STREET) I FIRE HYDRANT
ASSEMBLY (TYP.) 1
SS OUTFALL "E"
\ _ I 8"X6" TEE 1
SE 2
sa / I I 2HABLOW-OFF -4 1� w (1) 6" GV
ELECTRICAL ROUTING I M / I
(DESIGN BY OTHERS) , 1oaa 0-5 8" SS ASSEMBLY
x BLOCK H1 1 N_ SEE PROFILE PHASE 2 i N A
u� TOP OF DUCTBANK (OVER SS) PRIVATE 8" I
BANKo� / I BLOCK H2 DIP WATERLINE I o 1
m ■I - I w 4" C900 PVC
I" w I I RECLAIMED WATER BLOCK C 1
< \ \ I I I I SSMH-30:' I I ~a
40' PUBLIC SANITARY (5' DIA.) I 1
SEWER EASEMENT VARIABLE WIDTH I c j a SSMH-303
/ I 1 I (DURHAM COUNTY) PRIVATE STREET AND I m I 04 r-0 (4' DIA.) I w
I I I I EXISTING PUBLIC UTILITY EASEMENT I w PRIVATE 8" SS I 1
v I I II - SSMH-1007 ''I VARIABLE WIDTH I M
SANITARY SEWER I Q 1
a/ RIM=275.00 = 18" RCP PRIVATE STREET AND
EASEMENT TO BE INV IN=258.70 (SSMH-1008) I �' �; TOP/BOT=274.00/272.00 UTILITY EASEMENT I 4" C900 PVC RECLAIMED WATER 1
o / I I 1 1 ` ABANDONED =� 2 I 2" IRRIGATION METER 1
I I INV OUT=258.50 : = a DUCTBANK (UNDER STORM) I w 4" CAP
TOP/BOT-271.00/269.70 O 45- BENDS
N C 2.5" IRRIGATION RECLAIMED LINE
SSMH-301A i I \ CLEARANCE=1' DUKE ENERGY 1
(5' DIA.) i" - \ PHASE 2 FIRE HYDRANT EASEMENT I I2„ BFP 1
ASSEMBLY TYP.
{ ) 20' STREET EXISTING TELECOM I _ I 4zzz�'__
C /i 12"X6" TEE YARD DUCTBANK EASEMENT I 1
II / I �_-- _ v v I ---_-- - -- — {�) 6" GV ------------------------- ---- - - - - - - - - - - - Icy 1
------ — — --- --- _ --- ------
T ,l
Al
--T-- T T T '
T T T T T T T
- --- - --------------- � ± �- F T-�
I\ C -------------------- _---------�-r --`
- -I- Y EVE � � 1./ �_ _
T
-------------�-----------------------------------------------------�--J '
0„ SS - . E��AHS� �- s 1 P BLIC 115" SS i" �--- �- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --� 0,�------------------1
a-
---
- - - - - - - - - - - - - -
a d b
/ 5� G `�'• o z 1 �� ° 0 1 1 +00 C' 1 +4 .0
co I I I _ _ FO F _ o 0 0 0 0
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l G ° ° - FO FOL` FO ch - �' - jF4 �->��- FO FO I I I I-1 0 O 0 ,
FO 0 CFO O FO O FO F N' a—� �S O FO FO FO FO Fo FO FO \. FO - -- -
FO
03 40' DURHAM COUNTY FO — FO _ - SITE LEGEND
ao��s� B3 - Oj
N _o� a ,,, J ,,, I SANITARY SEWER XISTINF� FO FO UTILITY LEGEND
—= — _ _ _ ..z — SS 0 TFALLG A G _( ���€MEcNT c— —G—_��>Qa SIGNAGE
- �~ 24" WIDE STOP BAR} FIRE HYDRANT ASSEMBLY
B EX. SSMH � w m — EX. SSMH I I SSMH-300, 301 AND 301 A TO N C H WY �4
-9 TOP=273.55' / rn x SSMH-300
a {5' DIA.) TO 11\1=2 94' I BE SEALED. MANHOLES ARE (VARIABLE WIDTH PUBLIC R/W) TRAFFIC DIRECTIONAL ARROW (
INV IN=265.28' 8" \ �. / I I D INV IN=264.89' 15" I BELOW FLOODPLAIN BUT WITHIN / INCLUDES VALVE AND TEE)
° INV IN=265.20' 12" �� - i _ I I = 14 1 I TIIC R3ABw�1'. - - - - - PROPERTY LINE
_ _ _ , y INV OUT=264.74 / . � FIRE DEPARTMENT CONNECTION (FDC)
+ I - - - RIGHT-OF-WAY LINE N WATER VALVE
EX. SSMH SSMH-301 e I , / ® VALVE IN MANHOLE
iE EX. SSMH I (5' DIA.) — — EASEMENT LINE
a 2 TOP=270.19' � _ � ' REDUCER
TOP=272.50' i 120 LF 24" STEEL CASING PIP
I INV IN=263.49' 15" CENTERLINE PLUG
INV IN=265.28' 12" m 75 LF BORE DISTANCE. '/
° / \ INV IN=263.99' 12" I `J
3 INV IN=265.20' 12' / 0.25 IN. WALL THICKNESS. / XXXX FENCE
I INV OUT=263.39 — GRAPHIC SCALE
_ o-►� BLOW -OFF ASSEMBLY o 20 40 80
N INV OUT=265.15_12" N -- - - - - - - I----- ------ �----�<.. i �-----
0 - - - - - - - U FO rn rn FO s i FO FOB F� � =FO s � FO s FF fig ��OfG-:.` FOF�--�PpFO F° - -FO -
o� 1 1 1 _ �� WATE♦ o F0 Fi FO FO -FO FO FO FO FO' `. FO Fo STREAM BUFFER
SANITARY SEWER MANHOLE
—��� 1 1 1 1 + i ����- v7ftFo FO - - - - - FO �o FO • SEWER CLEAN -OUT (inch = 40 ft.
LLFO �-a��l FID >> 1F1r— FO FO / �F(t� _ FO FO - FO- - F° - - - - - - - - - > SEWER FLOW DIRECTION
-FL�9DWA �`� �� �'V FaEISiTNG PUBLIC 16" 0JP W L FEMA FLOODWAY ARROW
w ►� w w wow ��L��W�d� FF WATERLINE
I wT T T I f° eC Fo ec F�� Fo �� �� _ .. - .. - .. - .. - .. _ SANITARY SEWER
PHASE 2 ________________ FEMA FLOODPLAIN (1% ACF)
- - EASEMENT LINE
2 16"X12" - FEMA FLOODPLAIN FUTURE (1% ACF FUTURE) RECORD DRAWING
TAPPING SLEEVE
'J
McADNMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
OWNER
RESEARCH TRIANGLE FOUNDATION
12 DAVIS DRIVE
RESEARCH TRIANGLE PARK,
NORTH CAROLINA, 27709
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REVISIONS
NO. DATE
PLAN INFORMATION
PROJECT NO. RTF-18060
FILENAME RTF-18060-U1
CHECKED BY LAW
DRAWN BY HMA
SCALE 1"=40'
DATE 6.20.2024
SHEET
UTILITY PLAN -AREA "C"
C4.03

1
4
.TEE
/ / \ So ZE /3„� d 45' BEND
5 4- 3pd � PHASE 4 �
I -- I /
1 s"x12„
SO �� �� TAPPING SLEEVE I os
AND VALVE
\ \ ''` II / _ = _ _ �� a \�P�E 12 00 - 12 SSMH-3 I os
I
�UBLIC s" SS SS OUTFALL'IF"
(SEE SHEET C5.07) G � a
CO w-w
io_ /
45' BEND w I I
�7 b I
G S
GATE VALV I EX. 8" SS Ss
IN MANH 1\ SS _ ss Ss I I
PUBLIC
8" Ss
SSMH-321 (4' SSMH-327
DIA. 3� (5' DIA.) p� I
° �xoo 5� RCW COW
/ (2) 45' BENDS EX. 1" OW
SSMH-320 \ G (All
(5' DIA.)k00 .0I
/ RCW I
6" C900 PVC CITY OF DURHAM
RECLAIMED WATER WATERLINE EASEMENT2?2 \ I I
\ / / WV13 / RcW/
- RECLAIMED 24" RCP
/ • Q\Q �p 6"X6" TEE TOP/BOT=290.35/287.85 \ I
k (3) 6" GV&B DUCTBANK (OVER STORM).�A
(2) 45_ - 16" BUTTERFLY VALVE
SS o� WATERLINE/RECLAIMED TOP/BOT=293.00/291.70 30ti BENDS /; i IN 8' DIA. MANHOLE
i /RCW �a UNDER DUCTBANK CLEARANCE=1.35' FLUSHING
N•Pr 18" RCP LOCATION I
_
O 20' STREET
TOP BOT=290.85 288.85 I - I
RCW DUCTBANK (UNDER STORM)
a YARD
RCW SSMH-323 TOP/BOT=287.85/286.60 I I y 45' BENDS
I k
Rcw \ CLEARANCE=1.00' /
PUBLIC 16" DIP W L I a III
PHASE 5 PRIVATE
PHASE 4 B A15 12" DIP W/L
12"x12" TEE WV1 \ SSMH-330B - - _ _ - - _ _ I I I
SSMH-322 �RIVH a u I I
21ABLE
VATE
ENT
it it II I
PRIVATE 8" SS- a I 1
PHASE 5 I I II I
8" SS 12'X8" TEE I I
SEE PROFILE 12 GV&B
DUCTBANK (OVER SS) (1) 8" GV&B O WV17
PRIVATE 8" SS SSMH-330A I o II
H1 PRIVATE 8" DIP
PHASE 2 FIRE HYDRANT ASSEMBLY -ELION DRIVE
(TYP.) SSMH-330 0 I PUBLIC 16" DIP W/L
12%6" TEE (4' DIA.) (PRIVATE STREET)
I I �► --I
6" GV&B I � � PRIVATE 6" C900 PVC I
l RECLAIMED WATER
PHASE 5 PRIVATE - 0 -' 3 PHASE 5 II W U
8" DIP WATERLINE WV19 8 �Bt)A23 2" BLOW -OFF >
ASSEMBLY I
BOA21 0 c yWV20 I I rO I Ur Q d
` PHASE 5 PRIVATE I % I
8" DIP WATERLINE I
PHASE 5 ! II N \� 0_
2" BLOW -OFF -` I PRIVATE 8" SS I -0-� LU/
ASSEMBLY c� I Q
M OF BANK, EACH SIDE) (2) 12"x8" TEES - 3 BLOCK A2 I I o LU
J
O I i ` (1) 12" GV&B v °CIO
GV&B i:c F I Q
1% ACF " —RECLAIMED
U (100 YEAR
I I I 6"X6" TEE
FLOODPLA14) GV &B
W BLOCK Al PHASE 5
PRIVATE 12"
W I
'
1 ( I DIP W/L _ J VARIABLE WIDTH I
11 �► i `
c ' PUBLIC ACCESS 0 0 3 PRIVATE STREET AND
LU 1 EASEMENT o UTILITY EASEMENT
I I I / I SSMH-331A 16" AIR
W I II RELEASE VALVE
PHASE 5 I °
i l 12%12" CROSS SSMH-331 Rc� I li I
/ (2) 12" GV&B
W (4' DIA.) � I
z (1) 12"X8" REDUCER RECLAIMED 6" CAP ANY WALL TIE BACKS MUST STAY OUT OF II
_ / (1) 8" GV&B 6"X6" TEE PRIVATE 6" C900 PVC PROPOSED WATERLINE EASEMENT. 1 5
J /8 SS 18" RCP (2) 6" GV&B I c� RECLAIMED WATER I I
1 j. / / TOP/BOT86.57/285.90 SSMH-310A TOP/BOT=292.75/291.00 _PUBLIC ACCESS
U I PI
DUCTBANK (OVER SEWER) DUCTBANK (OVER STORM) EASEMENT I I li j
^ TOP/BOT=293.73/292.48 PHASE 5
TOP" BLOW -OFF / /
/ CLEARANCL�=5.91' 2BOT=297.00 295.75
ASSEMBLY CLEARANCE=3.00' PHASE 5 I
PHASE 5. THIS 12" GATE VALVE TO BE CLOSED TO
C / PHASE 5 PRIVATE 8" - -. -- r ACC c nRyV�E 7"-B�W�nr
C 1 / i '2C' Jr- TIIC DEADEN�B-y+tl`rJ-L- 1'4-L V1' I-E ., U3Ef� Is
DIP WATERLINE o '" DETERMINED OR THE WATERLINE IS EXTENDED 12 DIP W/L ASSEMBLY I
PHAS= 5 PHASE 5 FIRE I - 171'
/ PHASE 5 FIRE HYDRANT HYDRANT ASSEMBLY FURTHER TO CREATE A LOOP, THE LINE SHALL BE - PHASE 5 FIRE
12"xF " TEE PHASE 5 PRIVATE I FLUSHED AND TESTED TO BE PLACED IN OPERATION.
/ (1) 12" GV&B ASSEMBLY (TYP.) (TYP.) � I HYDRANT ASSEMBLY
12" DIP W/L / PHASE 5 r.� I
PHASE 2 12"x6" TEE 12"x6" TEE � � . - (TYP.)
PH, -.SE 2 12%8" TEE
12"X12" CROSS BOA42 6" GV&B 6" GV&B o SSMH-310B PRIVATE 6" C900 PVC 12"x6" TEE gOg2g I 33.3' I
(2) 12" GV&B 1 8" GV&B m Q (2)" "GV&B Q 16.4' I
1 / / O I (4' DIA.) RECLAIMED WATER 6" GV&B (1) 2 GV B f
Q
/ IA ..^UE PUE
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125+00
1
1
TREE
1
COVERAGE
PHASE 4
1
(2) 2" TAP WITH TAPPING
SLEEVE AND GATE VALVE
/
/
1
(1) 12" GV
1
/
1
RECLAIMED UNDER
DUCTBANK ,
RCW
RCW RCW/
• _
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9
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WV5 WV8 WV9 /
/ 17+00
/ 18+00 PHASE 4 PRIVA�E 12" DIP W/L/
RC / :,-
/ / RCW RCW RCW RCW Re
BCA1 SSMH-324
(4' DIA.)
PRIVATE 8" SS
/ - 18" RCP SSMH-325 (4' DIA)-
/
/1 TOP/BOT=287.56/285.56
DUCTBANK (UNDER STORM)
TO P/BOT=284.56/283.52
CLEARANCE=1.00'
PHASE 4
�0
2" WATER METER
2"BFP FOR SPLASH PAD
6 /
o
PHASE 4
2" IRRIGATION METER
2" BFP FOR STREAM
IRRIGATION
PHASE 4
13"X2" DIP REDUCER
I
50' RIPARIA V BUFFER
(MEASURE '0' FROM TOP
20' PRIVATE
SANITARY SEWER
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SEE SHEET
I.05 FOR SANITARY SEWER STRUCTURE TABLE
UTILITY LEGEND
fp-+}
FIRE HYDRANT ASSEMBLY
(INCLUDES VALVE AND TEE)
FIRE DEPARTMENT CONNECTION (FDC)
N
WATER VALVE
VALVE IN MANHOLE
4
REDUCER
-
PLUG
0+►
BLOW -OFF ASSEMBLY
SANITARY SEWER MANHOLE
•
SEWER CLEAN -OUT
>
SEWER FLOW DIRECTION
ARROW
WATERLINE
SANITARY SEWER
-
- EASEMENT LINE
#_ �- . I • I - I I I I I UTILITY NOTE
1 I-LX.VVv * ++
`CWI RCW W CW RCW RCW RCW — — RCW RCW RCW ICW RCW RCW RCW RCW RC\ W f RCW RCN RCW IFCW RCW RCW RC' RCW RCW RCW RCW RCW, I
1 - RCW / " kl
n 3n 3 1 c+
1 3n n 3n - In 3n 3n 3n 3n 3n �n 3n 3n 3ri
- - - - - -F //. \ r UE UE UE UE UE UE UE UE UE J U UE I I I 1�I 1. ALL SANITARY SEWER DUCTILE IRON PIPE 8" AND GREATER SHALL BE
3ns'__ r �f 3n E UE uE a DO I �I EPDXY LINED WITH 401 PROTECTO COAT OR SIMILAR.
O 3n SSMH-308 \ b } S�Mn-�11� � I
R (5' DIA.) !- II / 8 SS (4' DIA.) I BOA31 I I III
VARIABLE WIDTH PRIVATE 6" C900 PVC J - VARIABLE WIDTH C') I
UE PRIVATE 8" SS PRIVATE STREET AND RECLAIMED WATER SEE PROFILE PRIVATE STREET AND a
UTILITY EASEMENT VARIABLE WIDTH DUCTBANK (OVER SS) UTILITY EASEMENT o
�I I �I
PRIVATE STREET AND Z" i -PUBLIC ACCESS I ' SITE LEGEND
-��SSMH-309-SSMHUTILITY EASEMENT o -SSMH-310C EASEMENT I I •I II —
(4' DIA.)
LSE 5
2" BLOW -OFF
PHASE 2 PRIVATE H ITC H I N G S WAY TOP/BOT=296.48/293.81 I I a
i 6"X6" TEE / PRIVATE 6" C900 PVC ASSEMBLY A 24" RCP (3) 6" GV&13 6' CAP I � I j f 12" DIP W/L �,
RECLAIMED WATER
(PRIVATE STREET) BLOCK C DUCTBANK (OVER STORM) -+ TOP/BOT=298.16/296.91 CITY OF DURHAM I
o CLEARANCE=0.35'
WATERLINE EASEMENT
I ENGINEER CERTIFICATION STATEMENT
1, LEE A. WEAVER , as a duly registered Professional Engineer in the State of \ NG g O `h\`
North Carolina, having been authorized to observe (periodically, _weekly,_ full time) ���rr u�,,� N I I I a I the construction of the project, HUB RTP ,hereby state that, to the ��` \A `AROi-
1 best of my abilities, due care and diligence was used in the observation of the construction such / �'
i PHASE 5 FIRE 1
i that by my inspection of the constructed improvements and my review of the as -built survey Q ••• S / •• HYDRANT ASSEMBLY I SD _ XXX
I RO D B E LL STREET data, I hereby certify that the L public improvements, 2 private improvements, and 3 public
9 _ w - - - -
i y fY ()P p ()P p )P FH34 3 - (TYP.)
safety of the above referenced project as constructed are m compliance with the requirements of 0 SEAL - m
i - (PRIVATE STREET) the improvements as prescribed in the approved Construction Drawings, approved design U = r 1 � = C7 I
a' �. I w_ 37994 = p 3 I
PRIVATE 4" 6C900 PVC documents, and/or any approved modifications, except as noted in red on the 'As -Built' -PHASE 5 ° I
06/2 /2D2'4i; 8%6" TEE I RECLAIMED WATER drawings. Furthermo e, I certif that the red -noted exceptions do not adversely affect the � � <j�G �� � � � � � ,�
erforman or ubli safe aspects of the improvements. : I t`lE,.• + (1) 8" GV&B
�I p p ry p p i�� •..... �P'N c> o (1) 6" GV&B
PHASE 2 FIRE � �••• � � I 1­
required E.'
I HYDRANT ASSEMBLY Name: Date: 06/21/2024-���i�rrrrJ ]11 ������.d -PUBLIC ACCESS I "'
(TYP.) NCPE Seal: NQ S eJ�j \ EASEMENT
PROPOSED DUKE
ENERGY EASEMENT
�c —� EXISTING TELECOM
- DUCTBANK EASEMENT
'FA T----------------- - -----
------_-- -- — o TAT ---
-------------------
BOA36 PHASE 5
� - 45' BEND I - - - - - - - - - - - - - - - - -
� I
PHASE 5 I o
2" BLOW -OFF I
ASSEMBLY I o `LI —X
j VARIABLE WIDTH BLOCK B I I r
PRIVATE STREET AND I
>� UTILITYEASEMENT
DRIVE � I'
w� I
(PRIVATE STREET) % 1 I
7.3'
o PROPOSED DUKE I
O ENERGY EASEMENT / SD-
- 20' STREET EXISTING TELECOM /
YARD DUCTBANK EASEMENT
UEU- ------- - - - - - - - - - - - - - - - - - — - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - { yI
r
- - - - - = � - - - - - -
Oj
b3------qr�-Od-----------
03 0A
SIGNAGE
24" WIDE STOP BAR
TRAFFIC DIRECTIONAL ARROW
PROPERTY LINE
RIGHT-OF-WAY LINE
EASEMENT LINE
CENTERLINE
FENCE
STREAM BUFFER
FEMA FLOODWAY
FEMA FLOODPLAIN (1% ACF)
FEMA FLOODPLAIN FUTURE (1 % ACF FUTURE)
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
'J
McADNMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
OWNER
RESEARCH TRIANGLE FOUNDATION
12 DAVIS DRIVE
RESEARCH TRIANGLE PARK,
NORTH CAROLINA, 27709
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REVISIONS
NO. DATE
PLAN INFORMATION
PROJECT NO. RTF-18060
FILENAME RTF-18060-U1
CHECKED BY LAW
DRAWN BY HMA
SCALE 1"=40'
DATE 6.20.2024
SHEET
UTILITY PLAN - AREA 11D11
C4.04
M�11111111*20 a]
RECORD DRAWING

))
330
321
310
300
290
FG
9+50
BLOCK A&B
11.56 AC
W U 3
VARIABLE WIDTH -
PRIVATE STREET AND
UTILITY EASEMENT
I
CB-604
ELION DRIVE
(PRIVATE STREET)
SSMH-323 SSMH-325
_ STA. 17+ 10.70
PRIVATE 8" SS 20' PRIVATE - RIM=292.39 292.11
UTILITY EASEMENT INV OUT=282.65 281.96
PRIVATE 8" SS-- PRIVATE 6" C900 PVC
SSMH-322 PRIVATE RECLAIMED WATER
STA. 15+74.13 26.#5 27.5 LF VARIABLE WIDTH
- CONCRETE 8" DIP ® 9.76 PRIVATE STREET AND
MEDIAN WITH 0.87% UTILITY EASEMENT
PEDESTRIAN SSMH-324
REFUGE STA. 17+01.84 i
--DI-5P6
_ J /
O R259.5'
R30
M08-mod mod CB-504
Mob m Mob CB-504A- r
O
Mp
•� R226.5' � �261. \•'• �
F� �8�00 Mob
\S� I GUTTER (TYP.) CB-610 a _ 'GCB-60 Moa 1ykpp Put
C-OSSMH-326 - rt�a 2"x12" 7 E \ \ ut ^l
I STA. 1 1 +53. 8 - _ _CB-608 Moa \ Pu R22 I O
\ (2) 12" G \ E
/ / 12"x6" TEE CB-505A
r� PU - �NEW PUBLIC IP S (1) 12" GV&B \ CB-505 i / /4 v
10 08 16"x12" TAPPING - BLIC 8', SS `� / (1) 6" GV&
SLEEVE AND VALVE 5 lb -EN-0 60
EXISTING �- _ `\ \p / J - E�-5
A
LIGHT ` CB-611 6' VE�R 1-I'AL '
_ . R4
o I - I CURB (TYP.) -- /
_ 3+0 y - � - � Pub' / / � LL \ p MJb
30' DURHAM I _ �- pu / TH
' COUNTY SANITARY / R ILING puF / b
609 RE/ P'i \ // H E 4 / Mob 0
SEWER EASEMENT CBo / 1% ACF TA WIT TAP N CB-502 p4E` ��\20,j Q)
i V
� PRIVATE 12" DIP W/L uE� \/ RIP RAP PAD (100 YEAR SEE N T VALE
I / Ony F I R518' - ' P 0� o _ y - FLOODPLAIN) (1) 12" / / / / Q
I H / { IuE� _ RETAINING WALL EX. 40' UTILITY
o M M M M - PO PUE<p�`\ an SSMH-320 \\ (DESIGN BY OTHERS) EASEMENT /
P11E PUE PUE- PUE\\� T 3n STA. 14+17.99 � \ 50' RIPARIAN BUFFER
- NEW PUBLIC 8" PVC SS
3n R W SSM05 MANHOLE \ I� OFBANK,EACH SIDE) OP -TOP OF
EXISTING FIRE HYDRANT- EXISTING FIRE el I e \ 15A CAC�02T.0303.o.4 ARDING TO /
I / I 6' CONCRETE _ _ ,� HYDRANT INV OUT=2 8. "PERMITTING BY REGULATION" BANK /� / ��
ASSEMBLY (TYP.) I I SIDEWALK �/ `ASSEMBLY (TYP.) - INV OUT=278.89 I 1% ACF /
as as (100 YEAR
I FLOODPLAIN)
/
a ® I as L
as as
I ---as
d
\\ - RETAINING WALL
= ca l o _ (DESIGN BY OTHERS)
0 Z JI _ SIDEWALK
CONCRETE
/ SIDEWALK
! - -- -M P BLIC 8" SS
QLu
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-----
CI ' 30" STANDARD �k/� ►ci - Z _,c -----
I CURB AND
McADAMS
CB-605i _ -_-
-� N
4 - na m� 0 SS
Maa SSMH-321
' Moa STA 14+42 24
PARK DRIVE
>
330
310
310
HIGH POINT ST4 10+776.1.i
LOW 'OINF STA = 13+ 9.0�
I.OW 'OINK ST,� 17+30.0�
a1r3H PnuIT F FV - 1'i 7 90
LOW PONT T EI.EV = 2.. .24
VI =
riun rvn
I W A = IDt�0.a)
11GH POIJT S`A = 16-02.r 0
i_n_ai Dr)IpIT �: FAJ .- ')°P Fn
PA S1A = 10+99.73
SwIH-326, STA. 11=53.:8, :5.7C
L
I t 1,)4Yy.S_z
I JVI EV = 2 33.0_'
E
11GH P01
0
T E = 2� 5.84
w
HIGH PONT I�LEV = �35.3�
P✓I S� = 17+30.CZ
F'VI FI FV = 3 16.8' i
n� r,
f11IJ--7imi 711.L., V C�1\
1 IJ.G,%
Pyl 'iA
.EV
- 13i2'G
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I'VI �tA 16 +32. D0
Hv1 _ u
IV I I FV = 9 a 1 1 1
K 5.5E
KL
F 26.23
t7.1�i' vc
185.0 )' V)
►VI ELEV = 2)6.02
Z
= 20.,005.t
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FINICL yiHED / \, � �
RAD
\ I _
-N
LXISIINl3 J \ !\ \
CL GRADE \
V� 16 X12' TS<V
ci mm ww � o a. LJ LON P TINT ELEv = :>_89.;'2
1 \'1 NA - 1 I I h�.CC
+ - PVI ELE/ = 289.52
�llvJl t@h �^J c _. 7n 7
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
\NGS O
CAROB
O , SS/
- SEAL �� = R1
w=� 37994-0
�1 �� �:,.F. 06/2�1z6 O
N�
CL GRA►E F: rn 30,) ¢ ,L; r 57.54 ✓C 300
„ N N PI _
I
N cam_ ENGINEER CERTIFICATION STATEMENT
c a; o I, LEE A. WEAVER , as a duly registered Professional Engineer in the State of
2 II + °' CO North Carolina, having been authorized to observe X periodically, y,_ full time)
g (-p y, _wcckl
\ N o _ - the construction of the project, HUB RTP 'hereby state that, to the
\ FINIIHFn = .. W W
�, ^ _ I �� S i ^. best of my abilities, due care and diligence was used in the observation of the construction such
VE\ \ \ / o i + m m I CL ►RAD E u m m that by my inspection of the constructed improvements and my review of the as -built survey
I h 'n - - -1.009 data, I hereby certify that the (1) public improvements, (2) private improvements, and (3) public
m ) 0 1 G,Oq �� safety of the above referenced project as constructed are in compliance with the requirements of
NCN the improvements as prescribed in the approved Construction Drawings, approved design
N documents, and/or any approved modifications, except as noted in red on the 'As -Built'
N _ �� _ ' n drawings. Furtherm e, I certi that the red -noted exceptions do not adversely affect the
Ln o I required performa e or pub c safety aspects of the improvements.
04 r FIN SHE■ Ln Name: Date: 06/21 /2024
36" IAIN. �OVE `� o c L vRAUt m 1 17% NCPE Seal:
w� ' � .l ��egz mac J 290
- � � do �/L �� c� c L MW - � . l
7 X X
15 RCP \\ S - �� - „ VER ICAL BEND WTH \ 1,� CASS IV F;CP__�
RES RAINED AOINlS \ �� - - -- -- ---- ------ -- ------ --
\� 15" SS- I -------
12' Mlf\ 0 \OJ iv f;l r /ice
A \\J2"� cp I 11:�. � --- �r
29 DJA� ��_;,, 8" \CP r--t -- -- �,> f OF J \ C --------- �j_ -- - 36" RCP
_4' ►CP 12L4 L- 8" DIP SS `L
V rrtrf U.tm. b L yfG UU 'V-
24' MII,, �20" FCP / (AD1 PROT,CCTO LINED) RECIAIME) J% o
IkV I1\1=29 =99 292.92 (3SMF1-327)
INV OlIT=292 89 292.86
28-D
290 27 5
LO � IM M I� I� Id Im
M M I� � IM IM IM M IM
10+00 11+00 12+00
The John R. McAdams Company, Inc
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293
www.mcadamsco.com
\ WAtiPl'f% lv 1114 �i 12" MIN �i [ / I ' L
° f'vu--
�� RECLAIMED V A ' - I L Muv.
I280
1 z �2.87 13�;.6 LF 8" DIP SS N / 100 YEAR FLOCI)PU,IN
Z;8.2` ' 263.9 LF 8' DIP SS- " GV tt. T U..U-r" I- JNGF ET CEJ 4L.0 I� ELEVAI ION 281.50•
a r;_}� 5 i11% (401 TROT-CTO LINED) ! x INV IN=�;61.E 2E 1.72 (SSIAIH-325) (' 2" HIN.)
(,e01 I'ROT=CTO LINT D) o p INV UUI=zbLbn tts1.06
��834 301 Lf 8" DIP SS o
�c U.nn L_uai m 5 o
\ / 401 PRCTECID LIIJED) a la o0
ca N F00-ING (DE;'IGN EL�75.25'
BY )THERS) f
P'ISTIPIR C-WFF INV=RT-
T(• BE PLLGGE► ONCE
Fl OW S DIRECIED 10 \� wV rnl=�^ �� -4-2 lccyru_��1) ID.,/ IN=86 279J0 eSM■-3;) z D CANAL VAR ES-i
NLW SEWER. ��-E) INV IN=-,-7� 2; 8.78 (EX SSDIH-2!09) _ > ''r > AR(JNG CU VERI
.._ ..._�? AC (SSV!u-z2c) 161 OI1T=�fa3 279.60 ? �] ? 2'5.31'-2r5.6''
INV OUT-2:71-1:16 ?79. 5
75 27) 270
LO M0M c00 O, N LO �cq N M Or n 00 o 0 0
OOrn pi
Oi r- ,ri v Uui UUi 9) Vi -0- no o ai of of
0) 0) al 0) 0) 0) 0) 0) M 0) 0, 0) 0 rn 0) M 0) 0) 0, 00 00 00 of
N N N N N N N N N N N N N N N N O�rn,
N N N N N N N N N
13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00
CLIENT REVISIONS
RESEARCH TRIANGLE FOUNDATION NO. DATE
12 DAVIS DRIVE
RESEARCH TRIANGLE PARK,
NORTH CAROLINA, 27709
D D
HUB RTP
RECLAIMED WATER RECORD DRAWINGS
RESEARCH TRIANGLE PARK, NORTH CAROLINA, 27709
PLAN INFORMATION
FILENAME
RTF18060-P1
CHECKED BY
LAW
DRAWN BY
HMA
SCALE
1rr=40r/1"=4'
DATE
6.20.2024
RECORD DRAWING
PLAN AND PROFILE
PARK DRIVE, STA. 9+50 THRU STA. 20+00
C5.01

310
9
MODRICH BOULEVARD
(PRIVATE STREET)
- 62' PRIVATE STREET
BLOCK G AND UTILITY EASEMENT PUBLIC ACCESS BLOCK F
1.53 AC EASEMENT
I 1.99 AC
2" BLOW -OFF
ASSEMBLY
12"x12" CROS
❑ /Z CB-513 (3) 12" GV&B
00,
1 1
\uE`-tea__=_�1� UE �CBE511 u� u�CB-5uE uE u�CB-515uE CB-516uE UE UE UE CB-412 CB-411� -
O 1 UE UE CB-41if�uE UI:
MO?J
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_ �
PRIVATE 12" DIP W/L
1 FIRE HYDRANT
o ASSEMBLY (TYP.)
s�0 0
N
12"x8" CROSS
(1) 12" GV&B
FIRE HYDRANT
CB-507--Z
QI
TYPE III NCDOT
1 BARRICADE
1
1
BLOCK E
1.90 AC
NIGH POINT STA = 21+45.13
PJI Sl 21-1 20.00
IiVI F�EV 2 33.A■
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DI-514 PRIVATE 6" C900 PVC DI-517
PUBLIC ACCESS EASEMENT RECLAIMED WATER
I
CB-508 6" VERTICAL
2" BLOW -OFF CURB (TYP.) BLOCK D
ASSEMBLY 8.32 AC
SEE PLANS BY SURFACE -
678 FOR DETAILED
HARDSCAPE DESIGN
�s
M 0] M
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- - - - - - - - - - - - - - -- -- --- -- ---�
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DI-406� — 1 rn
2" BLOASSEMW-OFF I I
I 1 TYPE III NCDOT Ln
BARRICADE CB -404- 1 O
1 W
P.I. STA. 27+39.22 PARK DRIVE-
STA. 17+86.27 MODRICH BOULEVARD
310
H GH 'OIN- ELI_ = 29 .00
PV ST4D&+Z;7 n�
P'I EL_-V = 29.5.00 300
K = 2138
6: t.59' VC
^O
M-
(D Nj
N 1 V
(ii U �6 rri S)
U
7 �
I I -
H I
m C] m J \ \
).00% Ch
I
36' MIN, CO'IER
2V' R3P
--- --- --- - -- ----i' - ��---- 011 W
3D" RDP ---
_- - -- _ _------ - -
12" V11N.-��/ - - --- ---_ � --- 15" P 12" MIN. J - / 15' RCI, --- -
15" RI:F J �
- � 6" C900 PVC
REC AIME D
r-nn ovr MIN.
WATR P
RECLAIMED TI=.41N
x
WATFID K&IM
12" MIN. LL
iD
x
45' BENCS
50" RCP
290
W-
270 270
rn m m_ n n n 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m m m M m M
,n m v n rn a 0 a 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 rn n M m N n
FG N N N N M M M M M M M M M M M M M M M M M M M M M N N N O
rn m m rn m m m m m m m m m m m m rn m rn m rn m rn m rn m rn m m m & m rn
N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N
20+00 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 28+00
McADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293
CLIENT
RESEARCH TRIANGLE FOUNDATION
12 DAVIS DRIVE
RESEARCH TRIANGLE PARK,
NORTH CAROLINA, 27709 14
D D
REVISIONS
NO. DATE
01 am] I 15A I
RECLAIMED WATER RECORD DRAWINGS
RESEARCH TRIANGLE PARK, NORTH CAROLINA, 27709
e)
GRAPHIC SCALE
0 20 40 80
1 inch = 40 ft.
ENGINEER CERTIFICATION STATEMENT
I, LEE A. WEAVER , as a duly registered Professional Engineer in the State of N G S
North Carolina, having been authorized to observe (2L periodically, _weekly,_ full time) ����►►►►►n►r„0
the construction of the project, HUB RTP hereby state that, to the Q`�N CARDbest of my abilities, due care and diligence was used in the observation of the construction such � 4that by my inspection of the constructed improvements and my review of the as -built survey Q • S /0data, I hereby certify that the (1) public improvements, (2) private improvements, and (3) public9safety of the above referenced project as constricted are in compliance with the requirements of It-
E A Lthe improvements as prescribed in the approved Construction Drawings, approved design 37994 = p
documents, and/or any approved modifications, except as noted in red on the 'As -Built' � 0 9 � � �
drawings. Furthermor I certify that the red -noted exceptions do not adversely affect the <� �C
required performanc or publi afety aspects of the improvements. �� �'•.�G I NE��
Name: / Date: 06/21 /2024'>'�i •••••W,����-�j�
��►�nr►►
NCPE Seal: No S 9N
PLAN INFORMATION
PROJECT NO. RTF-18060
FILENAME RTF18060-P1
CHECKED BY LAW
DRAWN BY HMA
SCALE 111=40'/111=4'
DATE 6.20.2024
RECORD DRAWING
PLAN AND PROFILE
PARK DRIVE, STA. 20+00 THRU STA. 28+00
C5e0
2
www.mcadamsco.com

McADAMS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293
BLOCK J
►
ry
OUJ
►
T ►
L ►
W ►
O
O Maa
00
N f —=
Q �P�
7 ► PRIVATE
G C900 PVC
► RECLAIMED
► WATER
BLOCK D
300
290
2" DIP
6'
RI
\V1
280
270
260
M
o]
n
FG LLo
rn
N
0
m
N
28+00
CLIENT
C,s c V .c
:LAI ED
'ER MA:11
— 8" CAP
BEHIND R/W
— FIRE HYDRANT
ASSEMBLY (TYP.)
CB-47
3n�
3n
12%8" TEE /Q
(1) 12" GV&B
(1) 8" GV&B 6" GV
n/ 6" RECLAIMED i
WATER METER
REMOVE CAP EXTEND
RECLAIMED WATERLINE STORMWATER—/
CONTROL
MEASURE'C'
O]
1
N
II110 ICJ
/ '-L CRAD>
6" AV. C OVE W
J04
W
.� II
1 " MI
N
O
m
N
29+00
RESEARCH TRIANGLE FOUNDATION
12 DAVIS DRIVE
RESEARCH TRIANGLE PARK,
NORTH CAROLINA, 27709
dun
D D
30"
Of
m
N
REVISIONS
NO. DATE
N
M
m
N
JI Ciit
_ __
29+ 8.1
=V 2 4.6
01
m
O
Lri
m
N
30+00
1% ACF
(100 YEAR
FLOODPLAIN)
N
M
m
N
— 1 % ACF
(100 YEAR
FLOODPLAIN)
i PC INT 3TA 3(Q+81
1-1 P INT 66C r 1PET.,
PVI STA = 3 +7 .38
P\/1 FI F / — 9RA 9Q
K 22.86
Tr, nn' /r
12"
DPW
L
1
1 \
J
O1
O1
LO
00
N
31 +00
RIP RAP PAD
10' SETBACK
RIP RAP PAD
BOX CULVERT WITH
HEADWALLS
1% ACF
(100 YEAR
FLOODPLAIN)
— 1 % ACF
(100 YEAR
FLOODPLAIN)
HIGH POINT STA = 35+04.41
HIGH POINT ELEV = 296.84
PVI STA = 34+54.41
PVI ELEV = 295.13
K = 74.57
100.00, VC
s =
PARK DRIVE -t^ LON
+ 0] + 0]
M N M N
.. w .. w
32+00
33+00
34+00
01 aw-2 15A I
35+00
RECLAIMED WATER RECORD DRAWINGS
RESEARCH TRIANGLE PARK, NORTH CAROLINA, 27709
M
N
C6
+ 0)
LO N
n II
91J
.l
VI W
o_
/I
N
GRAPHIC SCALE
0 20 40 so
1 inch = 40 ft.
300
290
280
ENGINEER CERTIFICATION STATEMENT
I, LEE A. WEAVER , as a duly registered Professional Engineer in the State of N G S
North Carolina, having been authorized to observe (_L periodically, _weekly,_ full time) P�vv►►►►► i �►�,��� /j/�
the construction of the project, HUB RTP ,hereby state that, to the ��w` CAR
best of my abilities, due care and diligence was used in the observation of the construction such ��� •O� zz
that by my inspection of the constructed improvements and my review of the as -built survey
data, I hereby certify that the (1) public improvements, (2) private improvements, and (3) public
safety of the above referenced project as constructed are in compliance with the requirements of SEAL
�� •L = m
the improvements as prescribed in the approved Construction Drawings, approved design U = CD
documents, and/or any approved modifications, except as noted in red on the 'As-BuiIt'
=� 37994 (�
drawings. Furtherin e, I certi that the red -noted exceptions do not adversely affect the % �F`06/k�?�C32�4��
required performan e or pub safety aspects of the improvements. •I NE,.
P.
Name: Date: 06/21 /2024 W
j �q ••• •••
NCPE Seal: /VO S JN
270
260
36+00
PLAN INFORMATION
PROJECT NO. RTF-18060
FILENAME RTF18060-P1
CHECKED BY LAW
DRAWN BY HMA
SCALE 1"=40'/1"=4'
DATE 6.20.2024
RECORD DRAWING
PLAN AND PROFILE
PARK DRIVE, STA. 28+00 THRU STA. 34+00
C5603
www.mcadamsco.com