BADL_VC_Addendum_No_01_0003.pdf
PDF 11 MB Posted
- Attached to
- Construct North Unit Visitor Center at BADL
- Solicitation number
- 140PS126B0010
About this file
This file is Addendum No. 01 to a construction contract for a new North Unit Visitor Center at Badlands National Park in South Dakota.
The addendum modifies the project specifications and drawings effective October 13, 2026. Key changes include: increasing the building size from 16,700 to 17,176 square feet; extending the construction schedule from 640 to 720 calendar days; revising material specifications for aluminum framing from Class I Color Anodic to Class II Clear Anodic for storefront, curtainwall, and door components; updating overhead coiling door specifications to aluminum with clear anodized finish; modifying hardware sets for interior and exterior doors; deleting certain ceiling border trim and suspended ceiling tray requirements; specifying an electric operating mechanism (DG2000 Single Side Automatic Entrance Door System by Stanley Access Technologies or equal); and adding mirror units and paper towel dispensers. Drawing modifications address civil details including utility trenches and water service installations, structural foundation elevations and concrete pier bearing assumptions, mechanical systems including circulating pump deletion and heating water system changes, plumbing floor plan revisions for lavatory locations, electrical panel circuits and access control panel placement, HVAC testing and building automation system requirements, and security door hardware coordination. The addendum integrates four specification sections addressing project record documents, total building commissioning requirements, and visual communications specialties including porcelain enameled steel markerboards with a 50-year warranty. All changes are marked on attached revised drawings and specifications organized by division and section numbers.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Q_A_Final_Responses_10_19_2026_0003.xlsx | XLSX spreadsheet | |
| Sol_140PS126B0010_Amd_0003.pdf | ||
| Sol_140PS126B0010_Amd_0002.pdf | ||
| Q_A_CO_Responses_(does_not_include_A_E_Technical_Answers)_0002.xlsx | XLSX spreadsheet | |
| Attachment_8_-_Photo_Slides_0001.pdf | ||
| Attachment_6_-_Virtual_Site_Visit_Sign-In_Sheet_0001.xlsx | XLSX spreadsheet | |
| Sol_140PS126B0010_Amd_0001.pdf | ||
| Attachment_7_-_Geotechnical_Report_-_Cedar_Pass_Visitor_Center_0001.pdf | ||
| Attachment_2_-_Drawings_-_134.pdf | ||
| Attachment_4_-_Subcontracting_Worksheet.docx | DOCX document | |
| Sol_140PS126B0010.pdf | ||
| Attachment_1_-_Specifications_-_1262.pdf | ||
| Attachment_5_-_Q_A_Document.xlsx | XLSX spreadsheet | |
| Attachment_3_-_DBA_WD_SD20260022_5_18_2026.pdf |
Show all 14
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Text version
C��struct ew �rth Visit�r Ce�ter Adde�du� �� 01 Bad�a�ds ati��a� Par�� S�uth Da��ta 1 �f 5
CONSTRUCT NEW NORTH UNIT VISITOR CENTER
Badlands National Park, South Dakota
ADDENDUM NO. 01
Date: 13 October 2026
From: Kenneth Hahn
PMIS No. 310747
The specificati��s a�d drawi�gs f�r sub$ect pr�$ect are hereby ��dified as f����ws (revise a�� specificati�� i�dices� attach�e�t �ists� a�d drawi�g i�dices acc�rdi�g�y)�
Attach�e�ts (T� be i�tegrated i�t� existi�g d�cu�e�ts)*
ATTACHE-E
T .� 1 – Specificati�� Secti�� 01 78 39 4 Pr�$ect Rec�rd D�cu�e�ts
ATTACHE-E
T .� 2 – Specificati�� Secti�� 01 91 00 4 T�ta� Bui�di�g C���issi��i�g
ATTACHE-E
T .� 3 – Specificati�� Secti�� 10 11 00 4 Visual Communications Specialties
ATTACHE-E
T .� 4 – Revised Drawi�gs
ATTACHE-E
T .� 5 – Ge�tech�ica� Rep�rt
Specificati��s (Descriptive Cha�ges)*
SECTI.
01 10 00 1�2C
Revise ’16�700 square f��t’ t� read ‘17�176 square f��t’
SECTI.
01 10 00 1�2�E
Revise ‘640 ca�e�dar days’ t� read ‘720 ca�e�dar days’
SECTI.
06 10 00 1�1 RE>ATED W.R@ SPECIFIED E>SEWHERE
Re��ve paragraph 1�1 i� its e�tirety�
SECTI.
06 10 00 1�3 QUA>ITY ASSURA
CE
Re��ve paragraph 1�3�B i� its e�tirety�
�rth Visit�r Ce�ter Adde�du� �� 01 ati��a� Par�� S�uth Da��ta 2 �f 5
06 10 00 3�3 INSTALLATION OF TREATED WOOD
Remove heading 3.3 in its entirety.
SECTION 08 11 16 2.1 STOREFRONT FRAMING
In paragraph 2.1.A.7, revise “Class I Color Anodic” to read “Class II Clear Anodic”.
SECTION 08 11 16 2.2 CURTAINWALL FRAMING
In paragraph 2.2.A.6, revise “Class I Color Anodic” to read “Class II Clear Anodic”.
SECTION 08 11 16 2.3 DOORS
In paragraph 2.2.A.7, revise “Class I Color Anodic” to read “Class II Clear Anodic”.
SECTION 08 33 00 2.1 OVERHEAD COILING DOORS
Revise paragraph 2.1.B.2 to read “Slats: Aluminum: No. 5F, 16-gauge (0.050 mm), clear anodized.”
Revise paragraph 2.1.B.4 to read “Hood: Aluminum: 16-gauge (0.050 mm), clear anodized.”
Revise paragraph 2.1.B.6 to read “Bottom Bar: Aluminum: extruded, clear anodized.”
08 71 00 3�6 4 HARDWARE SET
.� 3
Revise ‘i�teri�r h����w �eta� si�g�e d��r’ t� read ‘i�teri�r w��d si�g�e d��r’�
SECTI.
08 71 00 3�6 4 HARDWARE SET
.� 4
Revise ‘i�teri�r a�u�i�u� d�ub�e d��r’ t� read ‘i�teri�r w��d d�ub�e d��r’�
SECTI.
08 71 00 3�6 4 HARDWARE SET
.� 9
Add d��r 115B t� �ist�
SECTI.
08 71 00 3�6 4 HARDWARE SET
.� 10
Revise ‘i�teri�r w��d si�g�e d��r’ t� read ‘i�teri�r h����w �eta� si�g�e d��r’�
SECTI.
08 71 00 3�6 4 HARDWARE SET
.� 15
Re��ve Hardware Set �� 15 i� its e�tirety�
SECTI.
08 71 00 3�6 4 HARDWARE SET
.� 16
Revise ‘exteri�r a�u�i�u� si�g�e d��r’ t� read ‘exteri�r h����w �eta� si�g�e d��r’
SECTI.
09 51 00 2�3 4 A>U-I
U- CEI>I
G B.RDER TRI-
De�ete Paragraph 2�3 i� its e�tirety�
SECTI.
09 51 00 2�4 4 TW. PIECE SUSPE
DED CEI>I
G TRAY F.R EU-B. -.U
TS
De�ete Paragraph 2�4 i� its e�tirety�
�rth Visit�r Ce�ter Adde�du� �� 01 ati��a� Par�� S�uth Da��ta 3 �f 5
08 42 29 2�3A – .PERAT.R
Revise �i�e A t� read FThe e�ectric �perati�g �echa�is� sha�� be DG2000 Si�g�e S�ide Aut��atic
E�tra�ce D��r Syste� by Sta��ey Access Tech����gies �r equa��”
SECTI.
09 65 00 2�1B – >UXURY VI
Y> TI>E
De�ete Paragraph 2�1B i� its e�tirety�
SECTI.
10 28 13 2�2 – -IRR.R U
IT
Add �irr�r -42 – 5’40” x 4’40”
Add �irr�r -43 – 7’46” x 4’40”
SECTI.
10 28 13 2�2 – PAPER H.>DERS
De�ete Paragraphs B (PH42) a�d C (PH43) i� their e�tirety�
SECTI.
10 28 13 2�2 – PAPER T.WE> DISPE
SER (Add)
Add PTD41 – Basis �f desig� B�bric� B4263
SECTI.
21 13 00 – Fire4Suppressi�� Spri���er Syste�s
Page 21 1300 – 3* Paragraph 2�1F* Add the f����wi�g t� this secti��* FSee civi� site uti�ity p�a� f�r
��cati�� �f fire depart�e�t c���ecti�� (FDC)�”
SECTI.
23 05 93 – Testi�g� Ad$usti�g & Ba�a�ci�g f�r HVAC
Page 23 0593 – 5* De�ete Paragraph 1�6C i� its e�tirety�
SECTI.
23 09 13�13 – I�stru�e�tati�� a�d C��tr�� Devices F�r HVAC
1� Page 23 0913�1345* De�ete Paragraph 2�3B i� its e�tirety�
2� Page 23 0913�13423* Paragraph 3�6B� Ite� 5 C�arificati�� 4 F�r Ite� 5� it is c��fir�ed that
���y ��e� 1204v��t circuit wi�� be required f�r the air ter�i�a� u�it p�wer supp�y�
SECTI.
23 09 23 – Bui�di�g -a�age�e�t Direct4Digita� C��tr�� Syste�
1� Page 23 092347* De�ete a�y require�e�ts f�r sub4�eteri�g i�p�ied by this specificati�� secti��� Sub4�eteri�g f�r the e�ectrica� syste� a�d water syste� wi�� ��t be required �� this pr�$ect�
2� Page 23 0923417* De�ete paragraph 2�3B i� its e�tirety� PS wi�� pr�vide the �ecessary c��puter w�r�stati�� a���wi�g f�r �i�i�u� hardware require�e�ts a�d s�ftware i�f�r�ati���
3� Page 23 0923428* Cha�ge paragraph 2�6A2 t� read* a� Air Ha�di�g U�its�
4� Page 23 0923428* De�ete paragraph 2�6A2 ite� b� E�gi�e Ge�erat�r�
�rth Visit�r Ce�ter Adde�du� �� 01 ati��a� Par�� S�uth Da��ta 4 �f 5
Drawi�gs (Descriptive Cha�ges)*
SHEET G1�0 GE
ERA>
.TES
Revise ��te 17 t� read* ‘I
STA>> BAC@I
G WITHI
PARTITI.
S AS REQUIRED F.R
I
STA>>ATI.
.F WA>>4-.U
TED CABI
ETS� T.I>ET ACCESS.RIES� WA>> ST.PS�
A
D -ISCE>>A
E.US ITE-S�’
SHEET C5�8 CIVI> DETAI>S
.� detai� 2� cha�ge f�u�tai� ��de� �u�ber t� -�de� 10125S-SS (304 Stai��ess Stee�)�
SHEET S0�02 STRUCTURA> GE
ERA>
.TES
Revise Dri��ed C��crete Piers a�d Shafts secti�� �te 3 t� read F…F.R BIDDI
G PURP.SES
>Y� THE C.
TRACT.R SHA>> ASSU-E THE BEARI
G STRATU E>EVATI.
FC.-PETA
T C>AYST.
E”� T. BE AT CIVI> E>EVATI.
K 2421�17’
SHEET S1�1 F.U
DATI.
P>A
Revise p�a� ��te 2 t� read FA>> E>EVATI.
S SH.W
THE P>A
S ARE
ARCHITECTURA> E>EVATI.
S� ARCHITECTURA> E>EVATI.
.F 100’40” K CIVI>
E>EVATI.
.F 2440�5’”
SHEET S1�2 F.U
DATI.
P>A
Revise p�a� ��te 2 t� read FA>> E>EVATI.
S SH.W
THE P>A
S ARE
ARCHITECTURA> E>EVATI.
S� ARCHITECTURA> E>EVATI.
.F 100’40” K CIVI>
E>EVATI.
.F 2440�5’”
SHEET S3�1 F.UD
ATI.
DETAI>S
Revise ��te �� detai� 5 t� read FC.-P.SITE C.
CRETE T.PPI
G .VER H.>>.WC.RE”
SHEET -4�2 – -ECHA
ICA> DETAI>S
.� Detai� #7� de�ete the circu�ati�g pu�p �� the detai� as �� circu�ati�g pu�p is required� The bui�di�g heati�g h�t water syste� wi�� c��tai� g�yc�� s� �� dedicated pu�ped circu�ati�� thr�ugh the air ha�d�i�g u�it heati�g c�i�s wi�� be �ecessary�
SHEET P2�1 >ARGE SCA>E P>U-BI
G F>..R P>A S
.� p�a� detai� 2� revise �avat�ries a���g east wa�� �f r���s 111 a�d 109 fr�� F>1” t� F>2”
SHEET E�01 – SITE P>A
E>ECTRICA>
1� F�ag �tes �s� 1� 3� a�d 10
A� The r�uti�g �f the �ew u�dergr�u�d fiber �ptic �i�e betwee� the �ew Visit�r Ce�ter a�d existi�g Visit�r Ce�ter fa��s withi� a pub�ic area f�r site visitati��M �� ph�t�graph
�f this area is avai�ab�e� The existi�g sidewa�� a���g the s�utheast side �f the existi�g
Visit�r Ce�ter wi�� �eed t� be cut a�d patched� >�cate the �ew pu�� b�x 24” away fr�� the existi�g sidewa���
�rth Visit�r Ce�ter Adde�du� �� 01 ati��a� Par�� S�uth Da��ta 5 �f 5
SHEET E2�1 – Fi�ish F���r P�wer F���r P�a�
1� .� D��rs 100A a�d 100B� pr�vide a 1204v��t� 204a�p circuit fr�� Pa�e� IT a�d c���ect it t� a spare 204a�p� ��e4p��e brea�er�
2� .� D��r 126A� pr�vide a 1204v��t� 204a�p circuit fr�� Pa�e� IT a�d c���ect it t� a spare 204 a�p� ��e4p��e brea�er�
3� >�cate the access c��tr�� pa�e� �� the s�uth wa�� �f C.- R��� 134� Pr�vide a 1204v��t� 204 a�p circuit fr�� Pa�e� IT a�d c���ect it t� a spare 204a�p� ��e4p��e brea�er�
SHEET T0�1 – Tech����gy Schedu�es
1� Security a�d E�ectrica� D��r Hardware C��rdi�ati�� Schedu�e
A� Add the f����wi�g re�ar�s*
1) The d�ub�e d��r with b�th d��rs is c��tr���ed a�d ���it�red�
2) >�cate the card reader ad$ace�t t� the �utside aut�4�perat�r actuat�r� Disab�e the actuat�r i�put whe� the d��r is i� a ��c�edNsecured state�
3) Pr�vide a� i�ter�a� s�u�der f�r the d��r that activates whe� the d��r is �pe�ed�
ATTACH-E
.� 1
Specificati�� Secti�� 01 78 39 – Pr�$ect Rec�rd
D�cu�e�ts
PROJECT RECORD DOCUMENTS 01 78 39 - 1
SECTION 01 78 39 - PROJECT RECORD DOCUMENTS
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. Section includes administrative and procedural requirements for Project Record Documents, including the following:
1. Record Drawings.
2. Record specifications.
3. Record Product Data.
4. Miscellaneous record submittals.
B. Related Requirements:
1. Section 01 10 00 "General Requirements”
1.3 CLOSEOUT SUBMITTALS
A. Record Drawings: Comply with the following:.
1. Scanned or computer generated PDF digital set(s) of marked-up record prints.
2. Submit Record Drawings as follows:
a. Initial Submittal:
1) Submit Record Digital Data Files set(s) of plots generated from AutoCAD software a noted in 1.4 B below.
2) The Government will indicate whether general scope of changes, additional information recorded, and quality of drafting are acceptable.
b. Final Submittal:
1) Submit PDF electronic files and native digital files from the AutoCAD software noted in 1.4 B. below.
2) Include each drawing, whether or not changes and additional information were recorded.
B. Record Specifications: Submit annotated PDF electronic files of Project's Specifications, including addenda and Contract modifications.
C. Record Product Data: Submit annotated PDF electronic files and directories of each submittal.
PROJECT RECORD DOCUMENTS 01 78 39 - 2
1. Where record Product Data are required as part of operation and maintenance manuals, submit duplicate marked-up Product Data as a component of manual.
1.4 RECORD DRAWINGS
A. Record Prints: Maintain one set of marked-up paper copies of the Contract Drawings and Shop
Drawings, incorporating new and revised drawings as modifications are issued.
1. Preparation: Mark record prints to show the actual installation, where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to provide information for preparation of corresponding marked-up record prints.
a. Give particular attention to information on concealed elements that would be difficult to identify or measure and record later.
b. Accurately record information in an acceptable drawing technique.
c. Record data as soon as possible after obtaining it.
d. Record and check the markup before enclosing concealed installations.
e. Cross-reference record prints to corresponding photographic documentation.
2. Content: Types of items requiring marking include, but are not limited to, the following:
a. Dimensional changes to Drawings.
b. Revisions to details shown on Drawings.
c. Depths of foundations.
d. Locations and depths of underground utilities.
e. Revisions to routing of piping and conduits.
f. Revisions to electrical circuitry.
g. Actual equipment locations.
h. Duct size and routing.
i. Locations of concealed internal utilities.
j. Changes made by Change Order or Work Change Directive.
k. Changes made following the Government’s written orders.
l. Details not on the original Contract Drawings.
m. Field records for variable and concealed conditions.
n. Record information on the Work that is shown only schematically.
3. Mark the Contract Drawings and Shop Drawings completely and accurately. Use personnel proficient at recording graphic information in production of marked-up record prints.
4. Mark record prints with erasable, red-colored pencil. Use other colors to distinguish between changes for different categories of the Work at same location.
5. Mark important additional information that was either shown schematically or omitted from original Drawings.
6. Note Construction Change Directive numbers, alternate numbers, Change Order numbers, and similar identification, where applicable.
B. Record Digital Data Files: Immediately before Final Inspection, review marked-up record prints with the Government. When authorized, prepare a full set of corrected digital data files of the
Contract Drawings, as follows:
PROJECT RECORD DOCUMENTS 01 78 39 - 3
1. Format: DWG, Version 2025, AutoCAD by Autodesk, Microsoft Windows operating system.
2. Incorporate changes and additional information previously marked on record prints.
Delete, redraw, and add details and notations where applicable.
3. Refer instances of uncertainty to the Contracting Officer for resolution.
4. The Government will furnish Contractor with one set of digital data files of the Contract
Drawings for use in recording information.
C. Format: Identify and date each Record Drawing; include the designation "PROJECT RECORD
DRAWING" or similar as acceptable to the Government in a prominent location.
1. Format: Annotated PDF electronic file with comment function enabled.
2. Record Digital Data Files: Include identification in each digital data file.
3. Identification: As follows:
a. Project name.
b. Date.
c. Designation "PROJECT RECORD DRAWINGS."
d. Name of Contractor.
1.5 RECORD SPECIFICATIONS
A. Preparation: Mark Specifications to indicate the actual product installation, where installation varies from that indicated in Specifications, addenda, and Contract modifications.
1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later.
2. Mark copy with the proprietary name and model number of products, materials, and equipment furnished, including substitutions and product options selected.
3. Record the name of manufacturer, supplier, Installer, and other information necessary to provide a record of selections made.
4. For each principal product, indicate whether Record Product Data has been submitted in operation and maintenance manuals instead of submitted as Record Product Data.
5. Note related Change Orders and Record Drawings where applicable.
B. Format: Submit record specifications as annotated PDF electronic file.
1.6 RECORD PRODUCT DATA
A. Recording: Maintain one copy of each submittal during the construction period for Project
Record Document purposes. Post changes and revisions to Project Record Documents as they occur; do not wait until end of Project.
B. Preparation: Mark Product Data to indicate the actual product installation where installation varies substantially from that indicated in Product Data submittal.
1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later.
2. Include significant changes in the product delivered to Project site and changes in manufacturer's written instructions for installation.
PROJECT RECORD DOCUMENTS 01 78 39 - 4
3. Note related Change Orders and Record Drawings where applicable.
C. Format: Submit Record Product Data as annotated PDF electronic file.
1.7 MISCELLANEOUS RECORD SUBMITTALS
A. Assemble miscellaneous records required by other Specification Sections for miscellaneous record keeping and submittal in connection with actual performance of the Work. Bind or file miscellaneous records and identify each, ready for continued use and reference.
B. Format: Submit miscellaneous record submittals as PDF electronic file.
1. Include miscellaneous record submittals directory organized by Specification Section number and title.
1.8 MAINTENANCE OF RECORD DOCUMENTS
A. Maintenance of Record Documents: Store Record Documents in the field office apart from the
Contract Documents used for construction. Do not use Project Record Documents for construction purposes. Maintain Record Documents in good order and in a clean, dry, legible condition, protected from deterioration and loss. Provide access to Project Record Documents for the Government’s reference during normal working hours.
PART 2 - PRODUCTS (Not Used)
PART 3 - EXECUTION (Not Used)
END OF SECTION 017839
.� 2
Specificati�� Secti�� 01 91 00 – T�ta� Bui�di�g
C���issi��i�g
BADL – PMIS 310747 01 91 14 - 1
TOTAL BUILDING COMMISSIONING
Division 1 Specifications
BADL – CONSTRUCT NEW NORTH UNIT VISITOR CENTER – PMIS 310747
SECTION 01 91 14 – TOTAL BUILDING COMMISSIONING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. General requirements for coordinating and scheduling commissioning.
2. Commissioning meetings
3. Commissioning reports
4. Use of test equipment, instrumentation, and tools for commissioning.
5. Construction checklists, including, but not limited to, installation checks, startup, and performance tests.
6. Commissioning tests
7. Adjusting, verifying, and documenting identified systems and assemblies.
Work included under this section includes a complete and thorough investigation of equipment and systems indicated below, in order to ensure proper installation and operation of components and systems. Contractor shall perform commissioning as described herein to accomplish the tasks, and goals of commissioning. Systems to be evaluated include but are not limited to:
8. HVAC (Heating, Ventilation, and Air Conditioning) components and equipment.
9. HVAC system: Interaction of cooling, heating, and comfort delivery systems.
10. Building Automation System (BAS): Control hardware and software, sequence of operations, and integration of factory controls with BAS.
11. Lighting Control System and interface with daylighting.
12. Building Envelope (walls, roof, windows, infiltration, etc.)
13. Life Safety Systems (Fire Alarm & Suppression)
14. Electrical and Alternative Energy Systems (propane generator, etc.)
15. Access Control/ Security Systems
B. Building commissioning activities and documentation are described in the following reference material: American Society of Heating, Refrigerating and Air Conditioning Engineers
(ASHRAE) Guideline 0-2005, The Commissioning Process, and National Institute of Building
Sciences (NIBS) Guidelines.
C. National Park Service (NPS) personnel and Architect/Engineer, are not responsible for construction means, methods, job safety, or management function related to commissioning on job site.
BADL – PMIS 310747 01 91 14 - 2
1.2 DEFINITIONS
A. Acceptance Criteria: Threshold of acceptable work quality or performance specified for a commissioning activity.
B. Basis-of-Design Document: Document prepared by Designer that records concepts, calculations, decisions, and product selections used to comply with Owner's Project Requirements and to suit applicable regulatory requirements, standards, and guidelines.
C. Total Building Commissioning (TBC): Quality-focused process for verifying and documenting that facility, systems and assemblies are planned, designed, installed, and tested to comply with
Owner's Project Requirements. Requirements specified here are limited to construction phase commissioning activities.
D. Construction Checklist: Form used by Contractor to verify appropriate components are on site, ready for installation, correctly installed and functional.
E. Contractor’s Commissioning Representative: (CCxR) Contractor’s designated individual to coordinate, manage, and execute commissioning processes of the contracting organizations.
F. Commissioning Plan (CCxP): Plan that provides structure, schedule and coordination planning for commissioning process proposed specifically for this project. CCxP includes Personnel, activities, and a description of Infrastructure, and list of instruments and logging devices that will be used during Commissioning.
G. Deficiency: Condition in the installation or function of a component, piece of equipment or system not in compliance with Contract Documents, does not perform properly or is not complying with Basis of Design.
H. Functional Performance Test (FPT): Test of dynamic function and operation of equipment and systems using manual (direct observation) or monitoring methods. Functional testing is the dynamic testing of systems (rather than just components) under full operation (e.g., the chiller pump is tested interactively with the chiller functions to see if the pump ramps up and down to maintain the differential pressure setpoint). Systems are tested under various modes, such as during low cooling or heating loads, high loads, component failures, unoccupied, varying outside air temperatures, fire alarm, power failure, etc. The systems are run through all the control system’s sequences of operation and components are verified to be responding as the sequences state. Traditional air or water test and balancing (TAB) is not functional performance testing, in the commissioning sense of the word. TAB’s primary work is setting up the system flows and pressures as specified, while functional testing is verifying that which has already been set up.
The CCxR develops the sequentially written functional test procedure forms, and oversees and documents the actual testing, which is performed by the installing contractor or vendor. The
CCxR creates worksheets from these forms which include procedures required to accommodate actual equipment, means and methods used in the project. Functional Performance Tests are performed after pre-functional checklists and startup is complete.
I. Manual Test: Using hand-held instruments, control system readouts or direct observation to verify performance (contrasted to analyzing electronically monitored data taken over time to make the
"observation").
BADL – PMIS 310747 01 91 14 - 3
J. Monitoring: Recording of parameters (flow, current, status, pressure, etc.) of equipment operation using data loggers or the trending capabilities of control systems.
K. Owner's Project Requirements: Document originated by Designer that details functional requirements of project and expectations of use and operation, including project goals, measurable performance criteria, cost considerations, benchmarks, success criteria, and supporting information. Document is updated, with input from Contracting Officer (CO) as required as project is finished.
L. Pre-functional Checklist: List of items to inspect and elementary component tests to conduct to verify proper installation of equipment. Pre-functional checklists are primarily static inspections and procedures to prepare equipment or system for initial operation (e.g., belt tension, oil levels ok, labels affixed, gages in place, sensors calibrated, etc.). However, some pre-functional checklist items entail simple testing of the function of a component, a piece of equipment or system (such as measuring voltage imbalance on a three-phase pump motor of a chiller system).
Pre-functional" refers to "before" functional testing. Pre-functional checklists augment and are combined with the equipment manufacturer’s start-up checklist.
M. Seasonal Performance Tests: Functional Performance Tests deferred until system(s) will experience seasonal conditions closer to their design conditions.
N. Systems Manual: System focused composite document that includes operational manual, maintenance manual, and additional information of use to Government during Occupancy and
Operation Phase.
1.3 COMMISSIONING TEAM
A. Members Appointed by Contractor(s): Individuals, each having authority to act on behalf of the entity he or she represents, explicitly organized to implement the commissioning process through coordinated action.
1. CCxR (Contractor’s Commissioning Representative): CCxR shall have their qualifications submitted and approved by Contracting Officer and satisfy as many of the following requirements as possible:
a. Certified in Commissioning by nationally accredited organization (i.e. Associated
Air Balance Council (AABC), Association of Energy Engineers (AEE), Building
Commissioning Association (BCA), and National Environmental Balancing Bureau
(NEBB))
b. Acted as principal Commissioning Authority where total building commissioning approach (including building envelope) was used for at least three projects of comparable size, type, and scope.
c. Technical training in Mechanical, Electrical, and/or fire protection engineering.
d. Past commissioning experience.
e. Knowledge of national codes.
f. Experience in energy-efficient design and control strategy optimization.
g. Specific experience with specialty systems relative to particular facility type (i.e.
Federal blast and progressive collapse requirements, security systems, etc.).
2. Contractor Quality Control (CQC) Supervisor
BADL – PMIS 310747 01 91 14 - 4
3. Other Representatives may include Project superintendents, installers, suppliers, and specialists.
B. Members Appointed by Contracting Officer:
1. Representatives of facility user and operation and maintenance personnel.
2. Architect and engineering design professionals.
1.4 CONTRACTOR'S RESPONSIBILITIES
A. Contractor shall assign representatives with expertise and authority to act on its behalf to participate in and perform commissioning process activities including:
1. Perform commissioning tests, as required by technical specifications. Evaluate performance deficiencies identified in test reports and, in collaboration with entity responsible for system and equipment installation, recommend corrective action.
2. Record and resolve commissioning issues.
3. Attend commissioning team meetings held on monthly basis.
4. Integrate and coordinate commissioning process activities with overall project schedule.
5. Review Construction Checklist attached at end of specification section.
6. Complete electronic construction checklists as contract work is completed and provide to
Contracting Officer on a bi-weekly basis.
7. Complete commissioning process test procedures.
8. Provide maintenance orientation and inspection for systems, assemblies, equipment, and components based on contract requirements.
9. Provide Commissioning Plan and documentation for final commissioning documentation.
10. Provide measuring instruments and logging devices to record test data and provide data acquisition equipment to record data for complete range of testing for required test period.
1.5 COMMISSIONING DOCUMENTATION
A. Provide the following information:
1. Review of systems manual, submittals, documents, and other commissioning reports
2. Identification of installed systems, assemblies, equipment, and components including design changes that occurred during the construction phase
3. Commissioning Plan including Process activities and schedule for completing construction checklists and manufacturer's pre-start and startup checklists for systems, assemblies, equipment, and components to be verified and tested
4. Certificate of readiness certifying systems, subsystems, equipment, and associated controls are ready for testing
5. Test and inspection reports and certificates
6. Corrective action documents
7. Testing, adjusting, and balancing reports
BADL – PMIS 310747 01 91 14 - 5
1.6 SUBMITTALS
A. Two-week look-ahead schedules: Schedule showing the next two weeks of commissioning related construction activity to include completion dates for each element of commissioning documentation for each major system or subsystem as identified in 1.1.B.
B. Certificates of readiness.
C. Contractor’s Commissioning Representative Qualifications.
D. Commissioning Plan: Submit within 30 calendar days of authorization to proceed.
1. Update as necessary during the work to reflect progress on components and systems.
E. Pre functional checklists.
F. Owner’s project requirements.
G. Functional performance test forms: Submit minimum 30 calendar days prior to testing
H. List of test instrumentation, equipment, and monitoring devices. Include:
1. Make, model, serial number, and application for each instrument, equipment, and monitoring device.
2. Brief description of intended use.
3. Calibration record showing:
a. Calibration agency, including name and contact information
b. Last date of calibration
c. Range of values for which calibration is valid
d. Certification of accuracy
e. National Institute of Standards and Technology (NIST) traceability certification for calibration equipment.
f. Due date of the next calibration.
I. Deficiency Report and Resolution Record: Document items of non-compliance in materials, installation or operation. Document results from start-up/pre-functional checklists, functional performance testing, and short-term diagnostic monitoring. Include details of components or systems found to be non-compliant with drawings and specifications. Identify adjustments and alterations required to correct system operation and identify who is responsible for making corrective changes.
1. Update as necessary during work to reflect progress on components and systems. Submit updated versions monthly.
J. Closeout Documentation
1. Closeout documents for commissioned equipment and systems shall be submitted prior to functional performance testing. These include:
a. Record Documents and Drawings
b. Start-up certificates for commissioned equipment with start-up requirements
BADL – PMIS 310747 01 91 14 - 6
c. Systems Manual
d. Include TAB, startup, and Control System check-out reports.
2. Operation and Maintenance (O&M) Submittals (refer to requirements of technical specifications):
a. Training plan: Include for each training session:
1) Dates, start and finish times, and locations
2) Outline of the information to be presented
3) Names and qualifications of presenters
4) List of texts and materials required to support training
PART 2 - PRODUCTS
2.1 TEST EQUIPMENT
A. Instrumentation shall:
1. Be of sufficient quality and accuracy to test and measure system performance within tolerances required to determine adequate performance.
2. Be calibrated on manufacturer’s recommended intervals calibration tags permanently affixed to instrument being used.
3. Be maintained in good repair and operation condition throughout duration of use on this project.
B. Standard testing equipment required to perform startup and initial checkout and required functional performance testing shall be provided by Contractor for equipment being tested.
C. Required commissioning equipment (sensors, transducers, data loggers, etc.) not integral to the systems or equipment installed shall be provided by Contractors Commissioning Representative and shall not become property of the Government.
2.2 PRE-FUNCTIONAL CHECKLIST:
A. Prepare pre functional checklists for equipment and systems to be commissioned.
B. Pre-functional checklists shall be complementary to Commissioning Plan and Commissioning
Schedule.
2.3 FUNCTIONAL TEST PROCEDURE FORMS: Prepare functional test procedure forms for each piece of equipment and each system to be commissioned.
2.4 FUNCTIONAL PERFORMANCE WORKSHEETS:
A. Prepare Functional Performance worksheets, consisting of test procedures and expected results of testing.
BADL – PMIS 310747 01 91 14 - 7
2.5 REPORT FORMAT AND ORGANIZATION
A. General Format and Organization:
1. Bind report in three-ring binders.
2. Label front cover and spine of each binder with report title, volume number, project name, Contractor's name, and date of report.
3. Record report on compact disk.
4. Electronic Data: Portable document format (PDF); a single file with outline-organized bookmarks for major and minor tabs and tab contents itemized for specific reports.
B. Commissioning Report:
1. Include table of contents and an index to each test.
2. Include major tabs for each Specification Section.
3. Include minor tabs for each test.
4. Within each minor tab, include:
a. Test specification.
b. Pre-startup reports.
c. Approved test procedures.
d. Test data forms, completed and signed.
e. Commissioning issue reports, showing resolution of issues, and documentation related to resolution of issues pertaining to a single test. Group data forms, commissioning issue reports showing resolution of issues, and documentation related to resolution of issues for each test repetition together within minor tab, in reverse chronological order (most recent on top).
PART 3 - EXECUTION
3.1 COMMISSIONING PROCESS
A. Following activities outline general commissioning tasks (requiring development, execution, etc.)
and order in which they occur. Specific Commissioning requirements are found in technical specification Section(s.)
1. Commissioning Scoping Meeting
2. Finalize Owner’s Project Requirements
3. Commissioning Plan
4. Prepare pre-functional checklists.
5. Prepare functional performance worksheets.
6. Perform Start-Up/Pre-Functional Checks in accordance with manufacturer’s recommendations and pre-functional checklists.
7. Functional Performance Testing in accordance with functional performance worksheets
8. Deficiency Report and Resolution Record
9. Operation and Maintenance Documentation
10. Operations and Maintenance Training
11. Deferred Testing
BADL – PMIS 310747 01 91 14 - 8
3.2 TOTAL BUILDING COMMISSIONING (TBC) REQUIREMENTS
A. TBC during construction, acceptance, and warranty phases is intended to achieve following specific objectives:
1. Verify that systems and equipment meet Owner’s Project Requirements.
2. Verify equipment is what was submitted and approved.
3. Verify and document equipment is installed and started per manufacturer’s recommendations, industry accepted minimum standards, and Contract Documents.
4. Verify and document equipment and systems receive complete operational checkout by installing contractors.
5. Verify and document equipment capacity and system efficiency.
6. Verify performance of building envelope. Document testing and conformance to Contract
Documents.
7. Verify completeness of operations and maintenance materials.
8. Ensure Governments operating personnel are adequately trained on operation and maintenance of building equipment.
3.3 COMMISSIONING SCOPING MEETING
A. Commissioning Scoping Meeting:
1. Schedule, coordinate, and facilitate a scoping meeting.
2. Review each building system to be commissioned, including intended operation, commissioning requirements, and completion and start-up schedules.
3. Establish scope of work, tasks, schedules, deliverables, and responsibilities for implementation of Commissioning Plan.
4. Attendance: Commissioning Team members.
3.4 COMMISSIONING PLAN
A. Commissioning Plan: Develop commissioning plan to identify how commissioning activities will be integrated into general construction and trade activities. Commissioning plan shall identify how commissioning responsibilities are distributed. Intent of plan is to evoke questions, expose issues, and resolve issues with input from entire commissioning team early in construction.
1. Identify who will be responsible for producing various procedures, reports, Contracting
Officer notifications and forms.
2. Include commissioning tasks and activities in overall project schedule. Tag individual activities so they can be filtered at later date.
3. List and describe each test/acceptance procedure, including acceptance criteria.
3.5 START-UP/PRE-FUNCTIONAL CHECKLISTS
A. Start-Up/Pre-Functional Checklists: Complete pre-functional checklists prior to start up.
Checklist shall help verify that systems are complete and operational, so functional performance testing can be scheduled.
BADL – PMIS 310747 01 91 14 - 9
1. Verify equipment installed is what was approved on Submittal.
2. Manufacturer’s start-up checklists and other technical documentation guidelines may be used as basis for pre-functional checklists.
3.6 FUNCTIONAL PERFORMANCE TESTING
A. Functional Performance Testing: Test procedures fully describe system configuration and steps required for each test.
1. Test Methods: Functional performance testing and verification may be achieved by direct manipulation of system inputs (i.e. heating or cooling sensors), manipulation of system inputs with building automation system (i.e. software override of sensor inputs), trend logs of system inputs and outputs using building automation system, or short-term monitoring of system inputs and outputs using standalone data loggers. A combination of methods may be required to completely test complete sequence of operations. CCxR shall determine which method or combination of methods is most appropriate.
2. Setup: Each test procedure shall be performed under conditions that simulate normal operating conditions as closely as possible. Where equipment requires integral safety devices to stop/prevent equipment operation unless minimum safety standards or conditions are met, functional performance test procedures shall demonstrate actual performance of safety shutoffs in real or closely simulated conditions of failure.
3. Sampling: Multiple identical pieces of non-life-safety or non-critical equipment may be functionally tested using a sampling strategy. If, after three attempts at testing the specified sample percentage, failures are still present, remaining units shall be tested at Contractors’ expense.
B. Prepare functional performance test procedure forms to accommodate actual installed equipment and systems.
C. Coordinate, execute, and record results of functional performance testing.
1. Coordinate retesting as necessary until satisfactory performance is verified.
2. Verify intended operation of individual components and system interactions under various conditions and modes of operation.
3.7 DEFICIENCY REPORT AND RESOLUTION RECORD
A. Deficiency Report and Resolution Record: Document items of non-compliance in materials, installation or operation.
B. Non-Conformance. Non-conformance and deficiencies observed shall be addressed immediately.
Notify responsible parties and provide recommended actions to correct deficiencies.
1. Corrections of minor deficiencies identified may be made during tests at discretion of
CCxR. In such cases the deficiency and resolution shall be documented on procedure form.
2. For identified deficiencies:
a. If no dispute on deficiency and responsibility to correct it:
BADL – PMIS 310747 01 91 14 - 10
1) CCxR documents deficiency and adjustments or alterations required to correct it. Contractor corrects deficiency and notifies CCxR that equipment is ready to be retested.
2) CCxR reschedules test and test is repeated until satisfactory performance is achieved.
b. If there is a dispute about a deficiency or who is responsible:
1) Deficiency is documented CCxR on non-compliance form.
2) Resolutions are made at lowest management level possible. Additional parties are brought into discussions as needed. Contractor shall have responsibility for resolving construction deficiencies. If a design revision is deemed necessary and approved by Contracting Officer, Architect/Engineer (A/E) shall have responsibility for providing design revision. CCxR documents resolution process.
3) Once interpretation and resolution have been decided, appropriate party corrects deficiency and notifies CCxR that equipment is ready to be retested.
CCxR reschedules test and test is repeated until satisfactory performance is achieved.
3. Cost of Retesting: Costs for retesting shall be charged to Contractor.
3.8 OPERATIONS AND MAINTENANCE TRAINING
A. Training: Develop Training Plan. Coordinate and execute training programs with CxA.
1. Stress and enhance importance of system interactions, troubleshooting, and long-term preventive maintenance and operation programs.
3.9 DEFERRED TESTING
A. Unforeseen Deferred Tests: If test cannot be completed due to building structure, required occupancy condition, or other deficiency, functional testing may be delayed upon recommendation of CCxR and approval of Contracting Officer. These tests are conducted in same manner as the seasonal tests, as soon as possible.
B. Seasonal Testing
1. Schedule, coordinate, execute, and document additional testing for seasonal variation in operations and control strategies during appropriate season to verify performance of HVAC system and controls. Complete testing during warranty period to fully test sequences of operation.
2. Update O&M manuals and Project Record Drawings as necessary due to testing.
END OF SECTION 01 91 14
.� 3
Specificati�� Secti�� 10 11 00 – Visual Communications
Specialties
BADL 310747 10 10 10-1
SECTION 10 10 00
VISUAL COMMUNICATIONS SPECIALTIES
PART 1 - GENERAL
1.1 DESCRIPTION OF WORK
A. Products specified in this Section include the following:
1. Porcelain Enameled steel Markerboards (factory framed)
2. Accessories to Framed Markerboards
1.2 SUBMITTALS
A. Submit Shop Drawings in accordance with Section 01 10 00, Short Form General Requirements, Item
9 - Submittals . Provide 3-inch x 3-inch painted metal samples of markerboards in accordance with Section 01 10 00. Photographic reproductions will not be acceptable.
B. Submit the manufacturer's written maintenance instructions for markerboards to be included in the overall project Operation and Maintenance Manual.
1.3 PRODUCT DELIVERY, STORAGE AND HANDLING
A. Store materials in original packages at not less than 70 deg. F, at least 24 hours prior to installation.
1.4 JOB CONDITIONS
A. Temperature must be maintained at a minimum of 70 deg. F, 24 hours prior to, during, and after installation.
1.5 WARRANTY
A. Furnish written warranty, agreeing to replace markerboards that do not retain their original writing and erasing qualities, become slick and shiny, or exhibit crazing, cracking, or flaking, provided manufacturer’s instructions with regard to handling, installation, protection, and maintenance have been followed. Warranty period: 50 years.
PART 2 - PRODUCTS
2.1 MARKERBOARDS
A. Porcelain enameled steel markerboards must be complete and must include the following features:
1. Type of marker to be used: Liquid Marker
2. Face sheet: 24-gage enameling-grade steel. Coat exposed face and edges with 3-coat process consisting of primer, ground coat, and color cover coat, and concealed face with 2-coat process consisting of primer and ground coat.
3. Core: 1/2-inch Duracore or fiberboard meeting the low formaldehyde/VOC emissions standards of ANSI A208.2
4. Backing: .015 aluminum sheet.
5. Color: Claridge No. 32 LCS White
6. Provide with chalktrough.
7. See Drawings for unit sizes.
B. Accessories to the Framed Units above must be of the following types and manufacturers. All must be finished in Class II clear anodized aluminum. All frames must be factory-applied.
Claridge Other Manufacturer’s Perimeter Trim Series 1 All equal to Claridge Map Hooks (4 per board) Model No. 76M Chalktrough w/ cast alum. end closures No. 271
BADL 310747 10 10 10-2
PART 3 - EXECUTION
3.1 GENERAL
A. Take field measurements prior to preparation of Shop Drawings and fabrication, where possible, to ensure proper fitting of work. However, allow for trimming and fitting wherever taking of field measurements before fabrication might delay work.
3.2 INSTALLATION
A. Deliver factory-built units completely assembled in one piece without joints, wherever possible.
Where dimensions exceed panel size, provide 2 or more pieces of equal length. When overall dimensions require delivery in separate units, pre-fit components at the factory, disassemble for delivery, and make final joints at the site. Use H-splines at joints to maintain surface alignment.
B. Install all markerboard units in accordance with the recommendations of the manufacturer in locations and mounting heights as shown on the Drawings Keep all perimeter lines straight, plumb and level.
Provide all grounds, clips, backing materials, adhesives, brackets, anchors, trim and accessories for a complete installation.
3.3 CLEANING AND PROTECTION
A. Clean units in accordance with manufacturer's documented instructions, breaking in only as recommended.
END OF SECTION
ATTACHE-E
.� 4
Revised Drawi�gs
LEGEND
APPROVED:
RECOMMENDED:
Superintendent
Project Manager
Date
Date
PMIS/PKG NO.
DRAWING NO.
SHEET
OF
DEPARTMENT OF THE INTERIOR
UNITED STATES
NATIONAL PARK SERVICE
DENVER SERVICE CENTER STATEREGION COUNTY
LOCATION WITHIN PARK
NAME OF PARK
TITLE OF PROJECT
A/E FIRMS
PRIME/ARCH:
KENNETH HAHN ARCHITECTS
OMAHA, NE
STRUCTURAL ENGINEER:
OLSSON
OMAHA, NE
MECH/ELEC/PLMB ENGINEER:
ALVINE ENGINEERING
OMAHA NE
CIVIL ENGINEER:
HDR INC.
OMAHA, NE
LANDSCAPE ENGINEER:
BENESCH
OMAHA, NE
INTERIOR DESIGN:
I.E. DESIGN
LINCOLN, NEA
u to d e s k D o c s /N
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CONSTRUCT NEW NORTH UNIT VISITOR CENTER
BADLANDS NATIONAL PARK
BADLANDS NATIONAL PARK
Mark Sheet REVISION Date Initial
1 G0.0, X1.1, C1.2, C1.4, C1.9, C1.10, C5.1, C5.4, C8.1, A1.1, A4.1, A6.1, A7.1, A7.2
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80112
100% FINAL CONSTRUCTION DOCUMENTS
10/12/2026
ASCALE 1" = 30'
30 0 30 60
SCALE OF FEET
OVERALL SITE
GRADING
GCE
CLR
GCE C1.4
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
TITLE OF SHEET
OFAu to de sk
D oc s:
//N
PS
B ad la nd s
Vi si to r C en te r/B
AD
L-
VC
_A R
C H
_V
.rv t
8/
/2
8:
:4
AM
NORTH UNIT VISITOR CENTER
310747
80112
100% FINAL CONSTRUCTION DOCUMENTS
10/12/2026
ASCALE 1" = 15'
15 0 15 30
SCALE OF FEET
JOINT LAYOUT
GCE
CLR
GCE C1.9
LEGEND
DATE:
DESIGNED:
TECH. REVIEW:
SUB SHEET NO.
PMIS/PKG NO.
DRAWING NO.
SHEET
TITLE OF SHEET
OFAu to de sk
D oc s:
//N
PS
B ad la nd s
Vi si to r C en te r/B
AD
L-
VC
_A R
C H
_V
.rv t
8/
/2
8:
:4
AM
NORTH UNIT VISITOR CENTER
310747
80112
100% FINAL CONSTRUCTION DOCUMENTS
10/12/2026
ASCALE 1" = 15'
15 0 15 30
SCALE OF FEET
JOINT LAYOUT
GCE
CLR
GCE C1.10
LEGEND
TAPE AS REQUIRED TO
MAINTAIN TRACER WIRE AT
TOP OF PIPE
FINAL GRADE
TRACER WIRE SHALL
BE CONTINUOUS 12
GAUGE TW COPPER
TRACER WIRE SPLICE
COPPER OR BRONZE SPLIT BOLT
CONNECTOR (2 REQUIRED PER SPLICE)
WRAP ENTIRE SPLICE WITH
ELECTRICAL TAPE
NOTES:
1. INSTALL TEST STATIONS AT LOCATIONS SHOWN ON PLANS.
2. ALL TEST STATIONS WILL HAVE A MARKER POST. MARKER POSTS WILL
BE USA BLUE BOOK RHINO FIBERCURVE STOCK NO. 70454 WITH DECAL
(OR APPROVED EQUAL) INDICATING SEWER FORCEMAIN STOCK NO.
70474.
TRACER WIRE TEST STATION DETAIL
NO SCALE
C5.1
IN OPEN FIELD IN STREET
UNIFORM CUT LINE
ASPHALT/CONCRETE
EXISTING STREET
SURFACE
EXISTING BASE COURSE
PIPE LINE
COMPACTED
BACKFILL
WIDTH
SEE NOTE 4
LI
M
IT
S
O F
BE
D
D
IN
G 6"
6"
BEDDING MATERIAL
12 AWG TRACER WIRE
NOTES:
1. MINIMUM COVER TO BE 6' BELOW OFFICIAL FINISH GRADE.
2. TRENCH TO BE BRACED OR SHEETED AS NECESSARY FOR THE SAFETY OF THE WORKMEN
AND PROTECTION OF OTHER UTILITIES IN ACCORDANCE WITH APPLICABLE LOCAL, STATE
AND FEDERAL SAFETY REGULATIONS.
3. PIPE SHALL BE BEDDED FROM 6" BELOW THE BOTTOM OF THE PIPE TO 6" ABOVE THE TOP
OF THE PIPE.
4. TRENCH WIDTH SHALL NOT BE MORE THAN 16" NOR LESS THAN 12" WIDER THAN THE
LARGEST OUTSIDE DIAMETER OF THE PIPE.
5. SHOULD THE TRENCH BE EXCAVATED WIDER THAN ALLOWED A CONCRETE CRADLE SHALL
BE PLACED WITH 2,500 P.S.I CONCRETE FROM TRENCH BOTTOM TO PIPE SPRINGLINE.
6. INSTALLATION OF BEDDING AND PIPE: AFTER COMPLETION OF THE TRENCH EXCAVATION
AND PROPER PREPARATION OF THE FOUNDATION, SIX INCHES (6") OF BEDDING MATERIAL
SHALL BE PLACED ON THE TRENCH BOTTOM FOR SUPPORT UNDER THE PIPE. BELL HOLES
SHALL BE DUG DEEP ENOUGH TO PROVIDE A MINIMUM OF TWO INCHES (2") OF CLEARANCE
BETWEEN THE BELL AND BEDDING MATERIAL. ALL PIPE SHALL BE INSTALLED IN SUCH A
MANNER AS TO INSURE FULL SUPPORT OF THE PIPE BARREL OVER ITS ENTIRE LENGTH.
AFTER THE PIPE IS ADJUSTED FOR LINE AND GRADE, AND THE JOINT IS MADE, THE
BEDDING MATERIAL SHALL BE CAREFULLY PLACED AND TAMPED UNDER THE HAUNCHES
OF THE PIPE AND IN THE PREVIOUSLY DUG BELL HOLES.
12"
PROPOSED STREET
SURFACE
WORD "WATER" ON LID
20"
2"
VALVE PER PROJECT
SPECIFICATIONS
VALVE BOX PER PROJECT
SPECIFICATIONSRESTRAIN BOTH SIDES
OF VALVE WITH AMERICAN FLOW
CONTROL ALPHA RESTRAINTS OR
APPROVED EQUAL
FILL ANY EXCAVATED
AREA WITH WATER MAIN
BEDDING MATERIAL
NOTES:
1. ADJUST TOP OF VALVE BOX TO 1/4"
BELOW THE PROPOSED SURFACE
ELEVATION.
2. CONTRACTOR TO FURNISH ALL
MATERIALS TO MEET PROJECT
SPECIFICATIONS.
3. INSTALL POLYWRAP ON VALVE BOX TO
THE GROUND SURFACE TO PREVENT
CORROSION.
TYPICAL TRENCH SECTION
NO SCALE
C5.1
CONCRETE BLOCK
WATER MAIN VALVE DETAIL
NO SCALE
C5.1
VALVE BOX INSTALLATION DETAIL
NO SCALE
C5.1
NOTES:
1. CONTRACTOR TO FURNISH ALL MATERIALS TO MEET PROJECT
SPECIFICATIONS.
2. INSTALL POLYWRAP ON RESTRAINTS AND UNDER AND AROUND
VALVE AND UP THE VALVE BOX TO THE GROUND SURFACE TO
PREVENT CORROSION.
UTILITY MARKING TAPE
OPEN
6.
5'
T Y
P
IC
A L
B U
R Y
D E
P
TH
18" X 18" X 4" THICK
PRECAST
CONCRETE BLOCK
FINISH
GROUND
POST INDICATOR
POST INDICATOR VALVE DETAIL4
C5.1 NO SCALE
TRACER WIRE ACCESS
BOX CAST IRON
COVER MARKED
"TRACER WIRE"6" MIN. THICKNESS
CONCRETE PAD,
2'X2' SQUARE
FLUSH TEST STATION
CONCRETE VALVE
BOX W/ IRON COVER
PLACE AND COMPACT MIN. 3"
OF BACKFILL PRIOR TO
SETTING OF BLOCKS AND BOX
FLAT BLOCKS OR
BRICKS, TYP.
3" SERVICE LINE METER PIT DETAIL5
C5.1 NO SCALE
GROUND LINE
8"
6' M
IN
. C
O
VE
R
27"
STEPS 16" O.C.
N
ET
M
AN
H
O
LE
B
AR
R
EL
H
EI
G H
T
8' M
IN
IM
U M
1/2" /FOOT
NOTES:
2. METER SHALL SENSUS CORDONEL.
MANHOLE FRAME &
COVER, PER
SPECIFICATIONS
WATER SERVICE
RESILIENT M.H.
CONNECTOR
DOUBLE STAINLESS
STEEL DRAW STRAPS
MONOLITHIC BASE
GROUT & SHAPE
INVERT TO PVC DRAIN
4" GRAVEL BEDDING
STEPS
RIM ELEVATION 0.1'
ABOVE FINISHED GRADE
IN TURFED AREAS
FULL BED MORTAR
JOINTS APPROX. 1/2"
THICKNESS
INNER FROST LID W/ 4"
INSULATION
INTERNAL CHIMNEY SEAL
PER SPECIFICATIONS
TYPE 2
COVE…
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