Attachment_T_Addendum_3_0010.pdf
PDF 4 MB Posted
- Attached to
- HIF CONSTRUCTION Federal contract opportunity
- Solicitation number
- 140G0121R0015
About this file
This solicitation describes a federal contract opportunity to construct a new Hydrologic Instrumentation Facility (HIF) for the U.S. Geological Survey. The project magnitude is estimated between $30-40 million. Proposals are being requested under Solicitation 140G0121R0015, which will be posted on Fedbizopps.gov and FedConnect.net on or about May 14, 2021. The facility will replace an existing HIF located at NASA Stennis Space Center in Mississippi and provide new capabilities to meet the needs of the Next Generation USGS Water Observing System. The HIF provides hydrologic instrumentation, equipment services, sales, rentals, servicing, and evaluation and development of new instrument technologies for the Water Resources Mission Area and numerous federal partners. The solicitation will utilize full and open competition procedures. The NAICS code is 236220 with a small business size standard of $39.5 million. Interested offerors are responsible for monitoring the posting sites for release of the solicitation and any amendments.
View the file
Other files for this federal contract opportunity
Show all 43
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
PROPERTY OF THE UNITED STATES GOVERNMENT
COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE DRAWINGS, PLANS,
OR SPECIFICATIONS TO UNAUTHORIZED USERS IS PROHIBITED
Do not remove this notice. Properly destroy documents when no longer needed.
Addendum No. 3
Hydrologic Instrumentation Facility (HIF) Construction Documents Submission
US Geological Survey University of Alabama; Tuscaloosa, AL August 18, 2021
Addendum No. 3 ms2097 29435.01.00
ADDENDUM NO. 3
August 18, 2021
HYDROLOGIC INSTRUMENTATION FACILITY (HIF)
CONSTRUCTION DOCUMENTS SUBMISSION
US GEOLOGICAL SURVEY
UNIVERSITY OF ALABAMA; TUSCALOOSA, AL
1. SECTION 04 40 00 - STONE ASSEMBLIES
Add Section 04 40 00, pages 1 through 6, attached hereto.
2. DRAWINGS
The following Drawings have been revised, as indicated by revision number, and are reissued herewith:
Drawing No. Title Rev. No.
GENERAL
G001 SHEET INDEX 3
G002 SHEET INDEX 3
VOLUME 1
LANDSCAPE
L-07 LANDSCAPE PLAN - DETAILS 2
VOLUME 3
PLUMBING
P300 PLUMBING SECTIONS 0
P301 PLUMBING SECTIONS 0
P302 PLUMBING SECTIONS 0
P303 PLUMBING SECTIONS 0
P602 PLUMBING SCHEDULES 2
END OF ADDENDUM NO. 3
1) C. Chamberlin, T. Hickey, R. Duzan
2) R. McReynolds
29435.01.00 STONE ASSEMBLIES
ms2097 SECTION 04 40 00 - Page 1
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Limestone veneer and trim
B. Anchored and supports
C. Accessories.
1.02 RELATED REQUIREMENTS
A. Section 04 05 00 – Common Work Results for Masonry.
B. Section 07 11 00 – Dampproofing.
C. Section 07 27 26 – Fluid-Applied Membrane Air Barriers.
D. Section 07 60 00 – Flashing and Sheet Metal.
E. Section 07 90 00 – Joint Protection.
1.03 COORDINATION
A. Coordinate stonework with masonry veneer, metal frames backup, installation of window and door anchors.
1.04 PREINSTALLATION MEETING
A. Convene minimum 1 week prior to commencing work of this section.
1.05 SUBMITTALS
A. Product Data: Submit data for limestone units, wall ties, anchors, and other accessories.
B. Quality assurance data:
1. Submit design calculations for anchors and lintels.
2. Manufacturer’s certificate: Certify products meet or exceed specified requirements.
1.06 ACTION SUBMITTALS
A. Shop Drawings:
1. Indicate stonework layout, profile, cross-sections, exposed faces, joint arrangement, and anchoring methods, anchors.
2. Indicate stonework types and location.
B. Samples:
1. Submit 2 of each stonework item, 12” x 12” in size illustration profiles, finish, texture and color range.
2. Submit 1 full size sample of entablature for approval.
3. Submit 2 of each anchor and illustrating material, configuration, and finish.
STONE ASSEMBLIES 29435.01.00
Page 2 - SECTION 04 40 00 ms2097
1.07 SUSTAINABLE DESIGN SUBMITTALS
A. Product Data.
1. Recycled content:
a. Indicate recycled content; indicate percentage of pre-consumer and post-consumer recycled content per unit of product.
b. If recycled content product is part of assembly, indicate percentage of recycled content product in assembly by weight.
c. Submit environmental data in accordance with Table 1 of ASTM E2129 for products provided under work of this Section.
B. Manufacturer's certificate: Certify products meet or exceed specified sustainable design requirements.
1.08 PROJECT CONDITIONS
A. Protection of Stonework: During construction, cover tops of walls, projections, and sills with waterproof sheeting at end of each day's work.
B. Cold-Weather Requirements: Do not use frozen materials or materials mixed or coated with ice or frost. Do not build on frozen substrates. Comply with cold-weather construction requirements contained in ACI 530.1/ASCE 6/TMS 602.
1. Cold-Weather Cleaning: Use liquid cleaning methods only when air temperature is 40⁰F and above and will remain so until masonry has dried.
C. Hot-Weather Requirements: Comply with hot-weather construction requirements contained in
ACI 530.1/ASCE 6/TMS 602.
1.09 QUALITY ASSURANCE
A. Single Source Responsibility for Mortar Materials:
1. Obtain mortar ingredients of uniform quality and from one manufacturer for each cementitious and admixture component and from one source or producer for each aggregate.
B. Single source Responsibility for Other Materials:
1. Obtain each type of stone accessory, sealants, and other materials from one manufacturer for each product.
C. Information on Drawings and in Specifications establishes requirements for both aesthetic effects and performance of the limestone cladding. Aesthetic effects are indicated by dimensions, arrangement, alignment and profiles of components and assemblies as they relate to sight lines and relationships to one another and to adjoining work. Performance is indicated by criteria that is subject to verification by either preconstruction or field test, if applicable, or by in service experience.
1. Do not modify intended aesthetic effects, as judged solely by architect, except with architect’s approval and only to the extent exclusively needed to comply with performance requirements.
Where modifications are proposed, submit comprehensive explanatory data to architect for review and approval.
D. Installer Qualifications: Engage an installer with not less than 10 years experience and who has successfully completed stonework similar in material, design and extent to that indicated for this project. Submit list of completed projects; include project names, addresses, and names of architects and owners.
E. Preconstruction Tests: Contractor shall obtain material tests as noted below:
1. Preconstruction Testing Service: Contractor shall employ and pay qualified independent testing laboratories to perform preconstruction testing indicated.
ms2097 SECTION 04 40 00 - Page 3
a. Test limestone for compliance with physical property requirements for Limestone Building Stone, Type II, as listed in ASTM C568. Conduct tests using specimens randomly selected from, and representative of, actual materials proposed for incorporation in the work.
b. The following test reports shall be submitted:
1) ASTM C99 Modulus of Rupture
2) ASTM C170 Compressive Strength
F. Sustainable design requirements:
1. Products shall meet the following requirements where applicable:
a. RCRA section 6002.
b. FSRIA section 9002
c. GSA Green Procurement Compilation as applicable.
2. Products shall avoid use of ozone depleting compounds (ODC) and high global warming potential (GWP) chemicals.
G. Field Constructed Mock-up:
1. Construct mockup 4’-0” x 4’-0”, including veneer wall panels, lintel, sill and stonework units with mortar, sealant and other accessories.
2. Obtain Engineer’s approval of mockup prior to proceeding with Work.
3. Incorporate accepted mockup as part of Work.
4. Remove mockup when directed by Engineer, Owner.
1.10 DELIVERY, STORAGE AND HANDLING
A. Accept stonework on site in manufacturer’s protective packaging. Inspect for damage.
B. Store stonework on site covered and elevated above grade. Protect stonework from damage, soiling, and staining.
PART 2 PRODUCTS
2.01 MATERIALS
A. Provide stone from single quarry.
2.02 LIMESTONE
A. Comply with ASTM C568.
B. Manufacturer: Indiana Limestone or equal
C. Finish Indiana Limestone to match approved samples and/or mock-up for type, variety, grade, and color.
D. Color: Buff gray.
2.03 DESIGN REQUIREMENTS
A. Wind loads: Design anchors to withstand positive and negative wind loads acting normal to plane of wall, including increased loads at building corners.
1. Design wind load: As calculated in accordance with applicable code and ASCE 7 with 115 mph basic wind speed, Exposure C.
B. Design anchor attachment to limestone with factor of safety of 5:1.
C. Design each individual anchor with factor of safety in vertical dead-load-bearing direction of 4:1 and in horizontal lateral-load-bearing direction of 2:1.
Page 4 - SECTION 04 40 00 ms2097
D. Design lintels to resist dead loads with 1/360 maximum deflection. Dead loads: Actual weight of materials incorporated into Work.
2.04 COMPONENTS
A. Portland cement: ASTM C150, Type I - Normal or Type III - High Early Strength; gray color.
B. Coarse aggregates: ASTM C33, except grading requirements; granite, quartz or limestone.
C. Fine aggregates: ASTM C33, except grading requirements; manufactured or natural sand.
D. Colors: ASTM C979; inorganic iron oxide pigments.
E. Admixtures: ASTM C494.
F. Fly ash: ASTM C618.
G. Water: Potable.
H. Reinforcing steel: type, specified in Section 03 20 00. Use galvanized or epoxy finish when concrete cover for reinforcing is less than 1-1/2” thick to protect reinforcing from corrosion.
2.05 ACCESSORIES
A. Wall ties: Formed steel wire, 9-gage/ minimum, adjustable, eye and pintle type, hot dip galvanized to ASTM A153/A153M B2 finish.
B. Anchors and supports: Stainless steel, ASTM A666, Type 304.
C. Sizes and configurations: As required for vertical and horizontal support of limestone and resisting specified loads.
D. Mortar: As specified in Section 04 05 00.
E. Flashings: As specified in Section 07 60 00.
F. Copper/kraft paper flashings: 5 oz/sq ft rolled sheet copper bonded to fiber reinforced asphalt treated Kraft paper; manufactured by Spycor Building Products.
G. Copper: ASTM B370, cold rolled 20 oz/sq ft thick; natural finish.
H. Pre-coated galvanized steel: ASTM A653/A653M, G90 (Z275); gage core steel, shop pre-coated with galvanizing coating of color as selected.
I. Galvanized steel: ASTM A653/A653M, G90 (Z275) finish, 24 gage core steel.
J. Stainless steel: ASTM A666, Type 304, soft temper; smooth finish.
K. Self-adhering flashing.
L. Sealant: Type specified in Section 07 90 00 color as selected to match limestone color.
M. Weeps: cotton wick filled vents with cotton.
N. Cavity vents: Aluminum, insect resistant.
O. Cleaning solution: Consult limestone manufacturer for recommended cleaning materials and methods.
ms2097 SECTION 04 40 00 - Page 5
2.06 MORTAR MATERIALS
A. Portland Cement: ASTM C150, Type I or II, except Type III may be used for cold-weather construction. Provide natural color or white cement as required to produce mortar color indicated.
1. Low-Alkali Cement: Not more than 0.60 percent total alkali when tested according to ASTM C114.
B. Hydrated Lime: ASTM C 207, Type S. Aggregate: ASTM C144 and as follows:
C. Colored Aggregates: Natural-colored sand or ground marble, granite, or other sound stone; of color necessary to produce required mortar
2.07 FABRICATION
A. Cut stone to produce pieces of thickness, size, and shape indicated, or required and within fabrication tolerances recommended by ILIA including details on Drawings. Dress joints (bed and vertical) straight and at right angle to face unless otherwise indicated.
B. Fabricate stonework in sizes and shapes required to comply with the requirements as shown on approved drawings.
C. Comply with recommendations of the Indiana Limestone Institute of America, Inc. (ILIA) as published in the Indiana Limestone Handbook (latest edition).
PART 3 EXECUTION
3.01 PREPARATION
A. Examine surfaces to receive stonework and conditions under which stonework will be installed and report in writing any conditions which are not in compliance with requirements. Do not proceed with installation until surfaces and conditions comply with requirements indicated in specifications or elsewhere for execution of other work which affects stonework.
B. Coat concrete and unit masonry backup with asphalt damp proofing and or fluid applied vapor barrier.
3.02 SETTING OF STONEWORK, GENERAL
A. Sort stone before it is placed in wall to remove stone that does not comply with requirements relating to aesthetic effects, physical properties, or fabrication, or that is otherwise unsuitable for intended use.
B. Arrange stones with color and size variations uniformly dispersed for an evenly blended appearance.
C. Maintain uniform joint widths except for variations due to different stone sizes and where minor variations are required to maintain bond alignment if any. Lay walls with joints not less than 3/8” at narrowest points or more than 5/8” at widest points.
D. Set stone to comply with requirements indicated on Drawings and shop drawings. Install supports, fasteners, and other attachments indicated or necessary to secure stone masonry in place. Set stone accurately in locations indicated with edges and faces aligned according to established relationships and indicated tolerances
3.03 CONSTRUCTION TOLERANCES
A. Variation from Plumb: For vertical lines and surfaces, do not exceed 1/4" in 10’ or more. For external corners, expansion joints, control joints, and other conspicuous lines, do not exceed 1/4” in 20’ or more.
Page 6 - SECTION 04 40 00 ms2097
B. Variation from Level: For bed joints and lines of exposed lintels, sills, parapets, horizontal grooves, and other conspicuous lines, do not exceed 1/4" in 20’ or more.
3.04 ADJUSTING AND CLEANING
A. In-Progress Cleaning: Clean stonework as work progresses. Remove mortar fins and smears before tooling joints.
B. Final Cleaning: After mortar is thoroughly set and cured, clean stonework as follows:
C. Clean limestone masonry to comply with recommendations in ILI's "Indiana Limestone Handbook."
END OF SECTION
1) C. X Hua
2) C. M. Chamberlin
NO. REVISIONS DSGN CHKD APVD DATE
DESIGNED
DRAWN
CHECKED
APPROVED
APPROVED
DATE
SCALE:
NO. REV.
A
B
C
D
E
F
G
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10 11
1 2 3 4 5 6 7 8 9 10 11
STANLEY CONSULTANTSC
C A
D D
D -R
225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
NOTES:
AT FULL SIZE
1 2 3 IN
1 2 3 4 5 6 7 8 cm
NONE
FINAL CONSTRUCTION DOCUMENTS
PROPERTY OF THE UNITED STATES GOVERNMENT
COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE DRAWINGS,
PLANS, OR SPECIFICATIONS TO UNAUTHORIZED USERS IS PROHIBITED.
Do not remove this notice. Properly destroy documents when no longer needed.
USGS
HYDROLOGIC INSTRUMENTATION FACILITY (HIF)
TUSCALOOSA, AL.
29435.01
G001
C.X. HUA
D.M. SMITH
J.L. OLSON
APRIL 26, 2021
R.L. MCREYNOLDS
USGS
HYDROLOGIC INSTRUMENTATION FACILITY (HIF)
TUSCALOOSA, AL.
SHEET INDEX
GENERAL
CXH JLO RLM
CXH JLO RLM
CXH JLO RLM
SHEET INDEX:
ARCHITECTURALSTRUCTURAL
GENERAL
G000 COVER SHEET
G001 SHEET INDEX
G002 SHEET INDEX
G003 ABBREVIATIONS
G004 ABBREVIATIONS
G005 GENERAL LEGEND
G006 MOUNTING HEIGHTS
A300 BUILDING SECTIONS
A301 BUILDING SECTIONS
A302 BUILDING SECTIONS
A303 BUILDING SECTIONS
A304 BUILDING SECTIONS
A305 BUILDING SECTIONS
A306 WALL SECTIONS
A307 WALL SECTIONS
A308 WALL SECTIONS
A309 WALL SECTIONS
A310 WALL SECTIONS
A311 WALL SECTIONS AND DETAILS
A400 ENLARGED FLOOR PLANS
A401 ENLARGED FLOOR PLANS
A403 ENLARGED FLOOR PLANS
A404 INTERIOR ELEVATIONS
A405 INTERIOR ELEVATIONS
A407 INTERIOR ELEVATIONS
A500 DETAILS
A501 DETAILS
A502 DETAILS
A503 DETAILS
A504 DETAILS
A505 DETAILS
A506 DETAILS
A507 DETAILS
A508 DETAILS
A509 DETAILS
A510 DETAILS
A511 DETAILS
A512 DETAILS
A513 DETAILS
A514 DETAILS
A515 DETAILS
A516 DETAILS
A517 DETAILS
A600 DOOR SCHEDULE AND ELEVATIONS
A601 WINDOW SCHEDULE AND ELEVATIONS
A701 LEVEL 1 - REFLECTED CEILING PLAN
A701A LEVEL 1 - REFLECTED CEILING PLAN
A701B LEVEL 1 - REFLECTED CEILING PLAN
A701C LEVEL 1 - REFLECTED CEILING PLAN
A701D LEVEL 1 - REFLECTED CEILING PLAN
A701E LEVEL 1 - REFLECTED CEILING PLAN
A701F LEVEL 1 - REFLECTED CEILING PLAN
A702 LEVEL 2 - REFLECTED CEILING PLAN
A702A LEVEL 2 - REFLECTED CEILING PLAN
A702B LEVEL 2 - REFLECTED CEILING PLAN
A702D LEVEL 2 - REFLECTED CEILING PLAN
A101 LEVEL 1 - FLOOR PLAN
A101A LEVEL 1 - FLOOR PLAN
A101B LEVEL 1 - FLOOR PLAN
A101C LEVEL 1 - FLOOR PLAN
A101D LEVEL 1 - FLOOR PLAN
A101E LEVEL 1 - FLOOR PLAN
A101F LEVEL 1 - FLOOR PLAN
A102 LEVEL 2 - FLOOR PLAN
A102A LEVEL 2 - FLOOR PLAN
A102B LEVEL 2 - FLOOR PLAN
A102D LEVEL 2 - FLOOR PLAN
A102E LEVEL 2 - FLOOR PLAN
A103 CATWALK PLAN AND DETAILS
A104 CLERESTORY PLAN
A105 ROOF PLAN
A106 ROOF PLAN AREA A AND AREA D
A107 ROOF PLAN AREA B AND AREA E
A108 ROOF PLAN AREA C AND AREA F
A109 CANOPY PLAN
A200 BUILDING ELEVATIONS
A201 BUILDING ELEVATIONS - SOUTH ENLARGED
A202 BUILDING ELEVATIONS - SOUTH ENLARGED
A203 BUILDING ELEVATIONS - NORTH ENLARGED
A204 BUILDING ELEVATIONS - NORTH ENLARGED
A205 BUILDING ELEVATIONS - EAST ENLARGED
A206 BUILDING ELEVATIONS - WEST ENLARGED
A207 BUILDING ELEVATIONS - CLERESTORY
A208 BUILDING ELEVATIONS - CLERESTORY
V100 SURVEY EXISTING CONDITIONS KEY PLAN SHEET 1
V101 SURVEY EXISTING CONDITIONS NOTES SHEET 2
V102 SURVEY EXISTING CONDITIONS PLAN SHEET 3
V103 SURVEY EXISTING CONDITIONS PLAN SHEET 4
V104 SURVEY EXISTING CONDITIONS PLAN SHEET 5
V105 SURVEY EXISTING CONDITIONS PLAN SHEET 6
V106 SURVEY EXISTING CONDITIONS UTILITY PLAN SHEET 7
V107 SURVEY EXISTING CONDITIONS UTILITY PLAN SHEET 8
V108 SURVEY EXISTING CONDITIONS UTILITY PLAN SHEET 9
V109 SURVEY EXISTING CONDITIONS UTILITY PLAN SHEET 10
C001 CIVIL LEGEND
C100 CIVIL CONSTRUCTION ACCESS ROUTE
CD100 SITE DEMOLITION PLAN
CS100 CIVIL SITE KEYPLAN
CS101 CIVIL SITE PLAN
CS102 CIVIL SITE PLAN
CS103 CIVIL SITE PLAN
CS104 CIVIL SITE PLAN
CS301 CIVIL SITE TYPICAL SECTIONS
CS501 CIVIL SIDEWALK & CURB DETAILS
CS502 CIVIL CURB RAMP DETAILS
CS503 CIVIL SITE FENCING DETAILS
CS504 CIVIL SITE FENCING DETAILS
CS505 CIVIL TRASH/EQUIPMENT ENCLOSURE
CS506 CIVIL SITE ENLARGED PLAN OF EAST TEST AREA
CS507 CIVIL SITE PAVEMENT MARKING DETAILS
CG100 CIVIL GRADING & DRAINAGE KEYPLAN
CG102 CIVIL GRADING & DRAINAGE PLAN
CG103 CIVIL GRADING & DRAINAGE PLAN
CG104 CIVIL GRADING & DRAINAGE PLAN
CG201 CIVIL GRADING PROFILES
CG202 CIVIL GRADING PROFILES
CG301 CIVIL GRADING SECTIONS
CG501 CIVIL SITE GRADING DETAILS
CG502 CIVIL SITE GRADING DETAILS
CG503 MODULAR UNDERGROUND DRAINAGE SYSTEM MODIFICATIONS
CP101 CIVIL JOINT LAYOUT PLAN
CP501 CIVIL PCC JOINT DETAILS
CP502 JOINT SEALANT DETAILS
CP503 WELDED WIRE FABRIC DETAILS
CE101 CIVIL JOINT ELEVATION PLAN
CU100 CIVIL UTILITY KEYPLAN
CU101 CIVIL UTILITY PLAN
CU102 CIVIL UTILITY PLAN
CU103 CIVIL UTILITY PLAN
CU104 CIVIL UTILITY PLAN
CU201 CIVIL UTILITY PROFILES - SEWER
CU202 CIVIL UTILITY PROFILES - WATER
CU501 CIVIL SITE UTILITY DETAILS
CU502 CIVIL SITE UTILITY DETAILS
CU503 CIVIL SITE UTILITY DETAILS
CU504 CIVIL SITE UTILITY DETAILS
CU505 CIVIL SITE UTILITY DETAILS
CU506 CIVIL SITE UTILITY DETAILS
CU507 CIVIL SITE UTILITY DETAILS
A800 FINISH SCHEDULE
A801 FINISH SCHEDULE COLOR LEGEND
A802 FIRST FLOOR FINISH PLAN - COMPOSITE
A803 FIRST FLOOR FINISH PLAN - BLOCK A
A804 FIRST FLOOR FINISH PLAN - BLOCK B
A805 FIRST FLOOR FINISH PLAN - BLOCK C
A806 FIRST FLOOR FINISH PLAN - BLOCK D
A807 FIRST FLOOR FINISH PLAN - BLOCK E
A808 FIRST FLOOR FINISH PLAN - BLOCK F
A809 SECOND FLOOR FINISH PLAN - COMPOSITE
A810 SECOND FLOOR FINISH PLAN - BLOCK A
A811 SECOND FLOOR FINISH PLAN - BLOCK B
A812 SECOND FLOOR FINISH PLAN - BLOCK D
A813 SECOND FLOOR FINISH PLAN - BLOCK E
A814 SECOND FLOOR FINISH PLAN - BLOCK F
A815 INTERIOR ELEVATIONS - LOBBY AND BREAK
ROOMS
A816 INTERIOR ELEVATIONS-AUDITORIUM
A817 PANEL DETAILS AND CABINET SECTIONS
A818 CUSTOM MILLWORK AND CABINET SECTIONS
A819 FIRST FLOOR SIGNAGE PLAN - AREA A
A820 FIRST FLOOR SIGNAGE PLAN - AREA B
A821 SECOND FLOOR SIGNAGE PLAN - AREA A
A822 SECOND FLOOR SIGNAGE PLAN - AREA B
A823 SIGNAGE SCHEDULE AND DETAILS
A824 SIGNAGE DETAILS
A825 FIRST FLOOR FURNITURE PLAN - COMPOSITE
A826 FIRST FLOOR FURNITURE PLAN - BLOCK A
A827 FIRST FLOOR FURNITURE PLAN - BLOCK B
A828 FIRST FLOOR FURNITURE PLAN - BLOCK C
A829 FIRST FLOOR FURNITURE PLAN - BLOCK D
A830 SECOND FLOOR FURNITURE PLAN -
COMPOSITE
A831 SECOND FLOOR FURNITURE PLAN - BLOCK A
A832 SECOND FLOOR FURNITURE PLAN - BLOCK B
A833 SECOND FLOOR FURNITURE PLAN - BLOCK D
A834 WAREHOUSE EQUIPMENT PLAN
A835 WAREHOUSE EQUIPMENT PLAN
A836 WAREHOUSE EQUIPMENT PLAN
CIVIL
VOLUME ONE VOLUME TWO CONT. VOLUME TWO CONT.
LINER
SSB1 PIPE LOCATION PLAN (FOUNDATION)
SSB2 PIPE VETILATION PLAN (HYDRO LAB & ADMIN BLDG)
SSB3 PIPE VENTILATION PLAN (HYDRO LAB & MECH BLDG)
SSB4 PIPE VENTILATION PLAN (HYDRO LAB & CONF RM)
SSB5 VACUUM MONITORING LOCATION PLAN & DETAILS
SSB6 PIPE VENTILATION PLAN (ROOF)
SSB7 DETAILS
SRW 1.1 RETAINING WALL PROFILE EAST WALL - UPPER
SRW 1.2 RETAINING WALL PROFILE EAST WALL - UPPER
SRW 2.1 RETAINING WALL PROFILE EAST WALL - LOWER
SRW 3.1 RETAINING WALL PROFILE WEST WALL
SRW 3.2 RETAINING WALL PROFILE WEST WALL
DETAILS
STRUCTURAL
VOLUME TWO
ARCHITECTURAL
GENERAL
G000 COVER SHEET
G001 SHEET INDEX
G002 SHEET INDEX
L-01 LANDSCAPE PLAN
L-02 LANDSCAPE PLAN - TRAIL PLAN
L-03 LANDSCAPE PLAN - LEGEND AND NOTES
L-04 LANDSCAPE PLAN - PLANTING DETAILS
L-05 LANDSCAPE PLAN - DETAILS
L-06 LANDSCAPE PLAN - DETAILS
L-07 LANDSCAPE PLAN - DETAILS
LANDSCAPING
1 DESIGN ADDENDUM #1
2 DESIGN ADDENDUM #2
3 DESIGN ADDENDUM #3
JULY 15,2021
JULY 22, 2021
AUG 18, 2021
S102B SECOND LEVEL FRAMING PLAN
S102D SECOND LEVEL FRAMING PLAN
S102E SECOND LEVEL FRAMING PLAN
S103 ROOF FRAMING PLAN
S103A ROOF FRAMING PLAN
S103B ROOF FRAMING PLAN
S103C ROOF FRAMING PLAN
S103D ROOF FRAMIMG PLAN
S103E ROOF FRAMING PLAN
S103F ROOF FRAMING PLAN
S104 SNOW LOADING DIAGRAM
S105 WIND LOAD UPLIFT
S106 MECHANICAL LOADING
S200 ENLARGED CATWALK PLANS AND DETAILS
S201 ENLARGED CATWALK PLANS AND DETAILS
S202 ENLARGED TORNADO SHELTER ROOF PLAN AND
DETAILS
S203 ENLARGED ENTRY CANOPY DOME PLANS AND DETAILS
S301 BRACING ELEVATIONS
S302 BRACING ELEVATIONS
S303 BRACING ELEVATIONS
S304 BRACING ELEVATIONS
S305 BRACING ELEVATION
S401 ENLARGED STAIR PLANS AND SECTIONS
S402 ENLARGED STAIR PLANS AND SECTIONS
S403 ENLARGED STAIR PLANS AND SECTIONS
S530 FOUNDATION DETAILS - SHEET 1
S531 FOUNDATION DETAILS - SHEET 2
S532 FOUNDATION DETAILS - SHEET 3
S533 FOUNDATION DETAILS - SHEET 4
S534 FOUNDATION DETAILS - SHEET 5
S535 FOUNDATION DETAILS - SHEET 6
S536 FOUNDATION DETAILS - SHEET 7
S537 FOUNDATION DETAILS - SHEET 8
S538 FOUNDATION DETAILS - SHEET 9
S539 FOUNDATION DETAILS - SHEET 10
S540 FOUNDATION DETAILS - SHEET 11
S541 FOUNDATION DETAILS - SHEET 12
S542 FOUNDATION DETAILS - SHEET 13
S543 FOUNDATION DETAILS - SHEET 14
S544 FOUNDATION DETAILS - SHEET 15
S545 FOUNDATION DETAILS - SHEET 16
S546 FOUNDATION DETAILS - SHEET 17
S547 FOUNDATION DETAILS - SHEET 18
S548 ENTRY CANOPY FOUNDATION DETAILS
S550 MASONRY DETAILS - SHEET 1
S551 MASONRY DETAILS - SHEET 2
S552 MASONRY DETAILS - SHEET 3
S553 MASONRY DETAILS - SHEET 4
S554 MASONRY DETAILS - SHEET 5
S555 MASONRY DETAILS - SHEET 6
S556 TORNADO SHELTER DETAILS
S560 STEEL DETAILS - SHEET 1
S561 STEEL DETAILS - SHEET 2
S562 STEEL DETAILS - SHEET 3
S563 STEEL DETAILS - SHEET 4
S564 STEEL DETAILS - SHEET 5
S565 STEEL DETAILS - SHEET 6
S566 STEEL DETAILS - SHEET 7
S567 STEEL DETAILS - SHEET 8
S568 STEEL DETAILS - SHEET 9
S569 STEEL DETAILS - SHEET 10
S570 STEEL DETAILS - SHEET 11
S575 STAIR DETAILS - PAN TREADS
S576 STAIR DETAILS - KICK PLATES
S577 STAIR DETAILS-NON-INDUSTRIAL
S580 ENTRY CANOPY STEEL DETAILS - SHEET 1
S581 ENTRY CANOPY STEEL DETAILS - SHEET 2
S582 ENTRY CANOPY STEEL DETAILS - SHEET 3
S001 GENERAL STRUCTURAL NOTES AND LEGEND - SHEET 1
S002 GENERAL STRUCTURAL NOTES AND LEGEND - SHEET 2
S100 FOUNDATION PLAN
S100A FOUNDATION PLAN
S100B FOUNDATION PLAN
S100C FOUNDATION PLAN
S100D FOUNDATION PLAN
S100E FOUNDATION PLAN
S100F FOUNDATION PLAN
S101 FIRST LEVEL SLAB PLAN
S101A FIRST LEVEL SLAB PLAN
S101B FIRST LEVEL SLAB PLAN
S101C FIRST LEVEL SLAB PLAN
S101D FIRST LEVEL SLAB PLAN
S101E FIRST LEVEL SLAB PLAN
S101F FIRST LEVEL SLAB PLAN
S102 SECOND LEVEL FRAMING PLAN
S102A SECOND LEVEL FRAMING PLAN
NO. REVISIONS DSGN CHKD APVD DATE
DESIGNED
DRAWN
CHECKED
APPROVED
APPROVED
DATE
SCALE:
NO. REV.
A
B
C
D
E
F
G
A
B
C
D
E
F
G
1 2 3 4 5 6 7 8 9 10 11
1 2 3 4 5 6 7 8 9 10 11
STANLEY CONSULTANTSC
C A
D D
D -R
225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
NOTES:
AT FULL SIZE
1 2 3 IN
1 2 3 4 5 6 7 8 cm
FINAL CONSTRUCTION DOCUMENTS
PROPERTY OF THE UNITED STATES GOVERNMENT
COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE DRAWINGS,
PLANS, OR SPECIFICATIONS TO UNAUTHORIZED USERS IS PROHIBITED.
Do not remove this notice. Properly destroy documents when no longer needed.
USGS
HYDROLOGIC INSTRUMENTATION FACILITY (HIF)
TUSCALOOSA, AL.
29435.01
G002
C.X. HUA
D.M. SMITH
J.L. OLSON
APRIL 26, 2021
R.L. MCREYNOLDS
USGS
HYDROLOGIC INSTRUMENTATION FACILITY (HIF)
TUSCALOOSA, AL.
SHEET INDEX
GENERAL
CXH JLO RLM
CXH JLO RLM
CXH JLO RLM
QL001 ABBREVIATIONS AND NOTES
QL002 LEGENDS
QL101 FIRST FLOOR OVERALL LAB PLAN
QL102 SECOND FLOOR OVERALL LAB PLAN
QL401 ENLARGED PLAN - WET TRAINING
QL402 ENLARGED PLAN - WATER QUALITY, ENV RM, & PT LAB
QL403 ENLARGED PLAN - ELECTRONICS REPAIR & CLEAN SHOP
QL404 ENLARGED PLAN - SENSOR INNOVATION LAB
QL407 ENLARGED PLAN - WAREHOUSE, SHIPPING, & DECON
QL408 ENLARGED PLAN - HYDRAULIC LAB
QL409 ENLARGED PLAN - HYDRAULIC LAB (CONTINUED)
QL421 ENLARGED PLAN - DRY TRAINING AND STORAGE/PREP
QL451 INTERIOR ELEVATIONS
QL452 INTERIOR ELEVATIONS
QL453 INTERIOR ELEVATIONS
QL460 HYDRAULIC LAB SECTIONS - EAST AND WEST
QL461 HYDRAULIC LAB SECTIONS - NORTH AND SOUTH
QL501 TYPICAL LABORATORY CASEWORK SECTIONS
QL502 LABORATORY DETAILS
QL503 LABORATORY DETAILS
QL504 LABORATORY DETAILS
QL505 ENVIRONMENTAL ROOM DETAILS
QL601 LABORATORY EQUIPMENT MATRIX
QL602 LABORATORY EQUIPMENT MATRIX (CONTINUED)
QL610 SCHEDULES
QL611 SCHEDULES
QL630 LAB CASEWORK TYPES, LEGENDS AND NOTES
M704 DIGITAL CONTROLS
M705 DIGITAL CONTROLS
M706 DIGITAL CONTROLS
M707 DIGITAL CONTROLS
M708 DIGITAL CONTROLS
M709 DIGITAL CONTROLS
M710 DIGITAL CONTROLS
M711 DIGITAL CONTROLS
M712 DIGITAL CONTROLS
M713 DIGITAL CONTROLS
M714 DIGITAL CONTROLS
M715 DIGITAL CONTROLS
M716 DIGITAL CONTROLS
M717 NETWORK DIAGRAM
M000 LEGEND
M001 LEGEND
M101 FIRST LEVEL HVAC DUCTWORK OVERALL
M101A FIRST LEVEL HVAC DUCTWORK
M101B FIRST LEVEL HVAC DUCTWORK
M101C FIRST LEVEL HVAC DUCTWORK
M101D FIRST LEVEL HVAC DUCTWORK
M101E FIRST LEVEL HVAC DUCTWORK
M101F FIRST LEVEL HVAC DUCTWORK
M102 SECOND LEVEL HVAC DUCTWORK OVERALL
M102A SECOND LEVEL HVAC DUCTWORK
M102B SECOND LEVEL HVAC DUCTWORK
M102D SECOND LEVEL HVAC DUCTWORK
M102E SECOND LEVEL HVAC DUCTWORK
M102F SECOND LEVEL HVAC DUCTWORK
M103 ROOFTOP HVAC DUCTWORK OVERALL
M201 FIRST LEVEL HVAC PIPING - OVERALL PLAN
M201A HVAC PIPING FIRST LEVEL
M201B HVAC PIPING FIRST LEVEL
M201C HVAC PIPING FIRST LEVEL
M201D HVAC PIPING FIRST LEVEL
M201F HVAC PIPING FIRST LEVEL
M202 HVAC PIPING SECOND LEVEL OVERALL PLAN
M202A HVAC PIPING SECOND LEVEL
M202B HVAC PIPING SECOND LEVEL
M202D HVAC PIPING SECOND LEVEL
M202E HVAC PIPING SECOND LEVEL
M202F HVAC PIPING SECOND LEVEL
M300 MECHANICAL YARD PLAN VIEW
M301 EMERGENCY STORM SHELTER PLAN
M302 BOILER ROOM ENLARGED DUCTWORK PLAN
M303 BOILER ROOM ENLARGED PIPING PLAN
M401 BOILER ROOM SECTIONS
M402 EMERGENCY MECHANICAL ROOM SECTIONS
M403 COMM CABINET SECTIONS
M500 HVAC DETAILS
M501 HVAC DETAILS
M502 HVAC DETAILS
M503 HVAC DETAILS
M601 HVAC SCHEDULES - SHEET 1
M602 HVAC SCHEDULES - SHEET 2
M603 HVAC SCHEDULES - SHEET 3
M604 HVAC SCHEDULES - SHEET 4
M605 HVAC SCHEDULES - SHEET 5
M606 VENTILATION SCHEDULE
M700 DIGITAL CONTROLS
M701 DIGITAL CONTROLS
M702 DIGITAL CONTROLS
M702A DIGITAL CONTROLS
M703 DIGITAL CONTROLS
P101 FIRST FLOOR DOMESTIC PIPING PLAN OVERALL
P101A FIRST FLOOR DOMESTIC PIPING PLAN AREA 'A'
P101B FIRST FLOOR DOMESTIC PIPING PLAN AREA 'B'
P101C FIRST FLOOR DOMESTIC PIPING PLAN AREA 'C'
P101D FIRST FLOOR DOMESTIC PIPING PLAN AREA 'D'
P101E FIRST FLOOR DOMESTIC PIPING PLAN AREA 'E'
P101F FIRST FLOOR DOMESTIC PIPING PLAN AREA 'F'
P102 SECOND FLOOR DOMESTIC PIPING PLAN OVERALL
P102A SECOND FLOOR DOMESTIC PIPING PLAN AREA 'A'
P102B SECOND FLOOR DOMESTIC PIPING PLAN AREA 'B'
P102C SECOND FLOOR DOMESTIC PIPING PLAN AREA 'C'
P102D SECOND FLOOR DOMESTIC PIPING PLAN AREA 'D'
P102E SECOND FLOOR DOMESTIC PIPING PLAN AREA 'E'
P102F SECOND FLOOR DOMESTIC PIPING PLAN AREA 'F'
P103 FIRST FLOOR SANITARY PLUMBING PLAN OVERALL
P103A FIRST FLOOR SANITARY PLUMBING PLAN AREA 'A'
P103B FIRST FLOOR SANITARY PLUMBING PLAN AREA 'B'
P103C FIRST FLOOR SANITARY PLUMBING PLAN AREA 'C'
P103D FIRST FLOOR SANITARY PLUMBING PLAN AREA 'D'
P103E FIRST FLOOR SANITARY PLUMBING PLAN AREA 'E'
P103F FIRST FLOOR SANITARY PLUMBING PLAN AREA 'F'
P104 SECOND FLOOR SANITARY PLUMBING PLAN OVERALL
P104A SECOND FLOOR SANITARY PLUMBING PLAN AREA 'A'
P104B SECOND FLOOR SANITARY PLUMBING PLAN AREA 'B'
P104D SECOND FLOOR SANITARY PLUMBING PLAN AREA 'D'
P105 OVERALL LAB PLAN
P106 COMPRESSED AIR PLAN
P107 COMPRESSED AIR - COMPRESSOR ROOM
P108 DRAINS - OVERALL PLAN
P109 DRAINS - WEST LAB
P110 DRAINS - EAST LAB
P111 DRAINS - ROOF
P300 SECTIONS
P301 SECTIONS
P302 SECTIONS
P303 SECTIONS
P401 ENLARGED FIRST FLOOR DOMESTIC PIPING PLAN AREA 'A'
P402 ENLARGED FIRST FLOOR DOMESTIC PIPING PLAN AREA 'C'
P403 ENLARGED SECOND FLOOR DOMESTIC PIPING PLAN AREAS A & B
P404 ENLARGED SECOND FLOOR DOMESTIC PIPING PLAN AREA 'D'
AND 'F'
P405 ENLARGED FIRST FLOOR SANITARY PLUMBING PLAN AREA 'A'
P501 MISCELLANEOUS PIPING DETAILS
P502 MISCELLANEOUS PIPING DETAILS
P601 SCHEDULES
P602 SCHEDULES
T001 LEGEND, ABBREVIATIONS, AND GENERAL NOTES
T100 ROOM BOUNDARIES AND CABLE TRAY PLANS
T101A FIRST FLOOR PLAN
T101B FIRST FLOOR PLAN
T101C FIRST FLOOR PLAN
T101D FIRST FLOOR PLAN
T101E FIRST FLOOR PLAN
T101F FIRST FLOOR PLAN
T201A SECOND FLOOR PLAN
T201B SECOND FLOOR PLAN
T201C SECOND FLOOR PLAN
T201D SECOND FLOOR PLAN
T201E SECOND FLOOR PLAN
T201F SECOND FLOOR PLAN
T300 TELECOM SITE PLAN
T400 ENLARGED PLANS - SHEET 1
T401 ENLARGED PLANS - SHEET 2
T402 ENLARGED PLAN - SHEET 3
T501 DETAILS - SHEET 1
T502 DETAILS - SHEET 2
T503 DETAILS - SHEET 3
T504 DETAILS - SHEET 4
T505 DETAILS - SHEET 5
T506 DETAILS - SHEET 6
T507 DETAILS - SHEET 7
T508 DETAILS - SHEET 8
T509 DETAILS - SHEET 9
T510 DETAILS - SHEET 10
T600 TELECOM SCHEMATIC DIAGRAM
T601 TELECOM AND SECURITY DATA SWITCHES
T602 TELECOM GROUNDING SCHEMATIC DIAGRAM
T603 ACCESS CONTROL SCHEMATIC DIAGRAM
T604 INTRUSION DETECTION SCHEMATIC DIAGRAM
T605 CABINET ELEVATIONS - SHEET 1
T606 CABINET ELEVATIONS - SHEET 2
T607 CABINET ELEVATIONS - SHEET 3
T608 CABINET ELEVATIONS -SHEET 3
VOLUME THREE CONT. VOLUME THREE CONT.
MECHANICAL
PLUMBING
ELECTRICAL
AV001 AV SYMBOL LEGEND
AV002 AV INSTALLATION DETAILS
AV101A LEVEL 1 DEVICE PLAN AREA A
AV101B LEVEL 1 DEVICE PLAN AREA B
AV101C LEVEL 1 DEVICE PLAN AREA C
AV101D LEVEL 1 DEVICE PLAN AREA D
AV101E LEVEL 1 DEVICE PLAN AREA E
AV101F LEVEL 1 DEVICE PLAN AREA F
AV102A LEVEL 2 DEVICE PLAN AREA A
AV102B LEVEL 2 DEVICE PLAN AREA B
AV102D LEVEL 2 DEVICE PLAN AREA D
AV102E LEVEL 2 DEVICE PLAN AREA E
AV102F LEVEL 2 DEVICE PLAN AREA F
AV301 WIRING DIAGRAM
AV302 WIRING DIAGRAM
AV303 WIRING DIAGRAM
AV304 WIRING DIAGRAM
AV305 WIRING DIAGRAM
AV306 WIRING DIAGRAM
AV401 DEVICE INSTALLATION
AV402 DEVICE INSTALLATION
AV403 DEVICE INSTALLATION
VOLUME FOUR
TELECOMMUNICATIONS
AUDIO VISUAL SYSTEMS
FIRE PROCTECTION
E201A FIRST LEVEL POWER PLAN
E201B FIRST LEVEL POWER PLAN
E201C FIRST LEVEL POWER PLAN
E201D FIRST LEVEL POWER PLAN
E201E FIRST LEVEL POWER PLAN
E201F FIRST LEVEL POWER PLAN
E202A SECOND LEVEL POWER PLAN
E202B SECOND LEVEL POWER PLAN
E202C SECOND LEVEL POWER PLAN
E202D SECOND LEVEL POWER PLAN
E202E SECOND LEVEL POWER PLAN
E202F SECOND LEVEL POWER PLAN
E203A ROOF POWER PLAN
E203B ROOF POWER PLAN
E203C ROOF POWER PLAN
E203D ROOF POWER PLAN
E203E ROOF POWER PLAN
E203F ROOF POWER PLAN
E301A GROUNDING PLAN
E301B GROUNDING PLAN
E301C GROUNDING PLAN
E301D GROUNDING PLAN
E301E GROUNDING PLAN
E301F GROUNDING PLAN
E302A LIGHTNING PROTECTION PLAN
E302B LIGHTNING PROTECTION PLAN
E302C LIGHTNING PROTECTION PLAN
E302D LIGHTNING PROTECTION PLAN
E302E LIGHTNING PROTECTION PLAN
E302F LIGHTNING PROTECTION PLAN
E400 ENLARGED ELECTRICAL ROOMS POWER PLANS
E401 ENLARGED EMER ELEC & BOILER ROOM PLANS
E500 ONE-LINE DIAGRAM
E501 ONE-LINE DIAGRAM
E502 ONE-LINE DIAGRAM
E503 ONE-LINE DIAGRAM
E504 ONE-LINE DIAGRAM
E505 PV ONE LINE DIAGRAM
E506 GROUNDING SYSTEM RISER DIAGRAM
E507 TYPICAL BUILDING LIGHTING CONTROL DIAGRAM - BACNET
E600 MECHANICAL EQUIPMENT CONNECTION SCHEDULE - SHEET 1
E601 MECHANICAL EQUIPMENT CONNECTION SCHEDULE - SHEET 2
E602 LIGHT FIXTURE SCHEDULES - SHEET 1
E603 LIGHTING FIXTURE SCHEDULE - SHEET 2
E604 LIGHTING FIXTURE SCHEDULE - SHEET 3
E605 LIGHTING CONTROL SCHEDULE - SHEET 1
E606 LIGHTING CONTROL SCHEDULES - SHEET 2
E607 PANELBOARD SCHEDULES - SHEET 1
E608 PANELBOARD SCHEDULES - SHEET 2
E609 PANELBOARD SCHEDULES - SHEET 3
E610 PANELBOARD SCHEDULES - SHEET 4
E611 PANELBOARD SCHEDULES - SHEET 5
E612 PANELBOARD SCHEDULES - SHEET 6
E613 PANELBOARD SCHEDULES - SHEET 7
E614 PANELBOARD SCHEDULES - SHEET 8
E615 PANELBOARD SCHEDULES - SHEET 9
E616 PANELBOARD SCHEDULES - SHEET 10
E617 PANELBOARD SCHEDULES - SHEET 11
E618 PANELBOARD SCHEDULES - SHEET 12
E619 PANELBOARD SCHEDULES - SHEET 13
E620 PANELBOARD SCHEDULES - SHEET 14
E621 PANELBOARD SCHEDULES - SHEET 15
E622 PANELBOARD SCHEDULES - SHEET 16
E623 PANELBOARD SCHEDULES - SHEET 17
E624 PANELBOARD SCHEDULES - SHEET 18
E625 PANELBOARD SCHEDULES - SHEET 19
E626 PANELBOARD SCHEDULES - SHEET 20
E627 PANELBOARD SCHEDULES - SHEET 21
E628 PANELBOARD SCHEDULES - SHEET 22
E629 PANELBOARD SCHEDULES - SHEET 23
E630 PANELBOARD SCHEDULES - SHEET 24
E631 PANELBOARD SCHEDULES - SHEET 25
E632 PANELBOARD SCHEDULES - SHEET 26
E701 ELECTRICAL DETAILS - SHEET 1
E702 ELECTRICAL DETAILS - SHEET 2
E703 ELECTRICAL DETAILS - SHEET 3
E704 ELECTRICAL DETAILS - SHEET 4
E705 ELECTRICAL DETAILS - SHEET 5
E706 ELECTRICAL DETAILS - SHEET 6
E707 ELECTRICAL DETAILS - SHEET 7
E708 ELECTRICAL DETAILS - SHEET 8
E709 ELECTRICAL DETAILS - SHEET 9
E710 ELECTRICAL DETAILS - SHEET 10
E711 ELECTRICAL DETAILS - SHEET 11
E712 LIGHTING CONTROL DIAGRAMS - SHEET 1
E713 LIGHTING CONTROL DIAGRAMS - SHEET 2
E714 LIGHTING CONTROL DIAGRAMS - SHEET 3
E101A FIRST LEVEL LIGHTING PLAN
E101B FIRST LEVEL LIGHTING PLAN
E101C FIRST LEVEL LIGHTING PLAN
E101D FIRST LEVEL LIGHTING PLAN
E101E FIRST LEVEL LIGHTING PLAN
E101F FIRST LEVEL LIGHTING PLAN
E102A SECOND LEVEL LIGHTING PLAN
E102B SECOND LEVEL LIGHTING PLAN
E102C SECOND LEVEL LIGHTING PLAN
E102D SECOND LEVEL LIGHTING PLAN
E102E SECOND LEVEL LIGHTING PLAN
E102F SECOND LEVEL LIGHTING PLAN
F001 LIFE SAFETY CODE NARRATIVE
F002 LIFE SAFETY CODE NARRATIVE
F101 LIFE SAFETY OCCUPANCY CLASSIFICATION PLAN - LEVEL 1
F102 LIFE SAFETY OCCUPANCY CLASSIFICATION PLAN - LEVEL 2
F103 LIFE SAFETY PLAN - LEVEL 1
F104 LIFE SAFETY PLAN - LEVEL 1
F105 LIFE SAFETY PLAN - LEVEL 1
F106 LIFE SAFETY PLAN - LEVEL 1
F107 LIFE SAFETY PLAN - LEVEL 1
F108 LIFE SAFETY PLAN - LEVEL 1
F109 LIFE SAFETY PLAN - LEVEL 2
F110 LIFE SAFETY PLAN - LEVEL 2
F111 LIFE SAFETY PLAN - LEVEL 2
FA001 FIRE ALARM GENERAL NOTES, LEGEND, AND RISER DIAGRAM
FA002 FACU INPUT/OUTPUT MATRIX
FA101 FIRE ALARM AUDIBILITY PLAN - LEVEL 1
FA102 FIRE ALARM AUDIBILITY PLAN - LEVEL 2
FA103 FIRE ALARM PLAN - LEVEL 1
FA104 FIRE ALARM PLAN - LEVEL 1
FA105 FIRE ALARM PLAN - LEVEL 1
FA106 FIRE ALARM PLAN - LEVEL 1
FA107 FIRE ALARM PLAN - LEVEL 1
FA108 FIRE ALARM PLAN - LEVEL 1
FA109 FIRE ALARM PLAN - LEVEL 2
FA110 FIRE ALARM PLAN - LEVEL 2
FA111 FIRE ALARM PLAN - LEVEL 2
FX001 FIRE SUPPRESSION GENERAL NOTES AND LEGEND
FX101 FIRE SUPPRESSION HAZARD CLASSIFICATION PLAN - LEVEL 1
FX102 FIRE SUPPRESSION HAZARD CLASSIFICATION PLAN - LEVEL 2
FX301 FIRE SUPPRESSION SECTIONS
VOLUME THREE
EQUIPMENT LABORATORY
GENERAL
G000 COVER SHEET
G001 SHEET INDEX
G002 SHEET INDEX
GENERAL
SHEET INDEX:
G000 COVER SHEET
G001 SHEET INDEX
G002 SHEET INDEX
1 DESIGN ADDENDUM #1
2 DESIGN ADDENDUM #2
3 DESIGN ADDENDUM #3
JULY 15,2021
JULY 22, 2021
AUG 18, 2021
ELECTRICAL
E001 ELECTRICAL SYMBOLS AND ABBREVIATIONS/GENERAL NOTES
E002 ELECTRICAL SYMBOLS AND ABBREVIATIONS/GENERAL NOTES
ED100 ELECTRICAL SITE DEMOLITION PLAN
ES100 ELECTRICAL SITE DEYPLAN
ES101 ELECTRICAL SITE PLAN
ES102 ELECTRICAL SITE PLAN
ES103 ELECTRICAL SITE PLAN
ES104 ELECTRICAL SITE PLAN
ES501 ELECTRICAL SITE DETAILS
ES502 ELECTRICAL SITE DETAILS
PI00 INSTRUMENTATION AND CONTROLS LEGEND
PI01 PIPING AND INSTRUMENTATION DIAGRAM LEGEND - SHEET 1
PI02 PIPING AND INSTRUMENTATION DIAGRAM LEGEND - SHEET 2
PI700 PROCESS AND INSTRUMENTATION DIAGRAM - TEST BASIN
PROCESS PIPING
MECHANICAL
CONTROL SYSTEMS
II100 INSTRUMENT INSTALLATION DETAILS - EXECUTION REQUIREMENTS
II101 INSTRUMENT INSTALLATION DETAILS - SHEET 1
II102 INSTRUMENT INSTALLATION DETAILS - SHEET 2
IA100 CONTROL PANEL DETAILS - TB-CP-01
IP100 INSTRUMENT LOCATION PLAN - TEST BASIN AREA
Cap Unit
Block Unit
Finished Grade
Total Wall Height
Embedment
24" 6"
12" (Min.) of Free Draining Aggregate
4" Ø (Min) Drain Tile (Elevation Varies)
4" Ø (Min) Drain Tile (Elevation Varies)
- or -
6" (Min) Compacted Granular Base Leveling Pad
Low Permeable Soil
1/4"
6"
Cap Unit
Block Unit
Finished Grade
18"+/-
Steel Fence or Railing
" M in
Geosynthetic Reinforcement (Typ)
Concrete Filled Tube or Form 8' o.c. Max.
18"
12"
8"
18"
4"
13.5"
18"
2"
3'-1"
1'
3" 2"
4"
6"
3"
LOGO TO BE ECHED or SANDBLASTED
INTO THE CAST STONE, 18". PRECAST
STONE TO MATCH CAP STONE,
ANCHOR TO CMU THROUGH CAST
STONE CAP
LETTERS TO BE SHEET METAL
CUT-OUTS. PROVIDE SHOP
DRAWINGS. COLOR TO BE WHITE.
ANCHOR TO CMU THROUGH CAST
STONE CAP.
CAP STONE TO BE CAST
STONE TO MATCH BLDG.
BRICK VENEER TO MATCH
BLDG.
LETERS WALL
MOUNTED. METAL
CUT-OUTS. COLOR
WHITE.
NOTE: SIGN TO BE LIGHTED WITH
FLUID LIGHTS. PHOTOCELL.
12'
1" 2"11"
8" CMU
1'-4"
#4 @ 8, ALTERNATE HOOK
DIRECTION, GROUT ALL CMU CORES.
PROVIDE HORIZONTAL JOINT
REINFORCING IN CMU AND BRICK AT
1'-4" OC VERTICAL SPACING.
CONCRETE FOOTING
3- #5, TOP TO BOT
95% COMPACTED SUBGRADE (TYP.)1'-6"
2'-101 2"
CONCRETE FOOTING
95% COMPACTED SUBGRADE (TYP.)
(FOUR) #4 REBAR, CONTINUOUS
2'
2'-8"
L-07
DETAILS
BLOCK WALL
R DUZAN
R DUZAN
B ROUSSEL
B VEAL
PROPERTY OF THE UNITED STATES GOVERNMENT
COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE DRAWINGS,
PLANS, OR SPECIFICATIONS TO UNAUTHORIZED USERS IS PROHIBITED.
Do not remove this notice. Properly destroy documents when no longer needed.
D
A
1 2
C A
D
R
C
B
3 4 5
F
E
G
D
6 7 8 9 10 11
A
B
C
E
F
G
C STANLEY CONSULTANTS
AT FULL SIZE
IN
cm0 1 2 3 4
SHEET FORMAT IS 22" X 34". IF PRINTED SHEET IS NOT 22" X 34", THEN IT IS NOT TO SCALE
L O
G I N
A u t o
C A
D
I m p e r i a l
O n
T a l o n
F
I L E
N
A M
S
C I G
F S
P r o j e c t s A
C A
D L a n d s c a p e S h e e t s L
D e t a i l s d w g
P L O
T T
A T
E
M
L O
T T
B
Y
D u z a n
R a n d y
APVDCHKDDSGNNO. DATEREVISIONS
APPROVED
DATE
CHECKED
DRAWN
APPROVED
DESIGNED
SCALE:
NO. REV.
225 Iowa Avenue, Muscatine, Iowa 52761-3764 www.stanleyconsultants.com
FINAL CONSTRUCTION DOCUMENTS
DSGN CHKD APVD
USGS
HYDROLOGIC INSTRUMENTATION FACILITY (HIF)
TUSCALOOSA, AL.
29435.01
APRIL 26, 2021
CAP WALL ELEVATION LAYOUT
BLOCK WALL TOP VIEW
USGS SIGN
RLD RLD BSR
ST
ATE OF ALABAMA
REG
I STERED LANDSCAPE ARC
H I T
EC
T
NUMBER
RANDOLPH L.
DUZAN
DESIGN ADDENDUM #2
RLD BR JULY 22, 2021RLD
DESIGN ADDENDUM #3
RLD BR AUG 18, 2021RLD
8/18/2021
AutoCAD SHX Text
%%UFRONT ELEVATION
AutoCAD SHX Text
%%USIDE ELEVATION
AutoCAD SHX Text
BLOCK WALL
AutoCAD SHX Text WALL with FENCE
| COVER |
| SIGNATURE SHEET |
| ADDENDUM NO. 3 |
| SECTION 04 40 00 - STONE ASSEMBLIES |
| DRAWINGS |
File details come from the government source that posted it. Updated .